RISA Technologies RISAFoundation foundation analysis software General Reference manual

RISAFoundation
Rapid Interactive Structural Analysis – Foundations
Version 4.0- General Reference
26632 Towne Centre Drive, Suite 210
Foothill Ranch, California 92610
(949) 951-5815
(949) 951-5848 (FAX)
www.risatech.com
Copyright 2012 by RISA Technologies, LLC All rights reserved. No portion of the contents of this
publication may be reproduced or transmitted in any means without the express written permission of
RISA Technologies, LLC.
We have done our best to insure that the material found in this publication is both useful and accurate.
However, please be aware that errors may exist in this publication, and that RISA Technologies, LLC
makes no guarantees concerning accuracy of the information found here or in the use to which it may be
put.
Table of Contents
Table of Contents
Before You Begin............................................. 1 Exporting Pile Cap Details ..............................33 Overview......................................................... 1 DXF Element Numbers...................................33 Hardware Requirements ................................ 1 DXF File Format .............................................33 Program Limits ............................................... 2 File Operations .................................................36 License Agreement ........................................ 2 Starting Off......................................................36 Maintenance ................................................... 4 Automatic Backup ...........................................36 Installation ...................................................... 4 Footings - Design.............................................38 Application Interface ....................................... 5 Footing General Properties ............................38 Main Menu ...................................................... 5 Footing Geometry ...........................................38 Shortcut Menu ................................................ 8 Footing Pedestal .............................................39 Toolbars.......................................................... 8 Soil Properties ................................................39 Dynamic View Controls .................................. 11 Local Axes ......................................................40 Shortcut Keys and Hot Keys .......................... 12 Limitations.......................................................41 Status Bar ....................................................... 13 Footings - Combined .......................................42 Windows ......................................................... 14 Strap Footings ................................................42 Modes ............................................................. 14 Using Slab Foundations to Model Combined
Foundations ....................................................42 Beams ............................................................... 16 Drawing Beams .............................................. 16 Modifying Beam Properties ............................ 17 Beams Spreadsheet ....................................... 18 Physical Members .......................................... 19 Customizing RISAFoundation ........................ 20 Save as Defaults ............................................ 20 Preferences .................................................... 20 Design Optimization ........................................ 26 Design Rules - General .................................. 26 Design Rules - Beam Rebar........................... 27 Design Rules - Slab Rebar ............................. 27 Design Rules - Footing/Pile Cap Rebar ......... 28 Design Rules - Pedestal Rebar ...................... 28 DXF Files .......................................................... 29 ExportingFoundation Plan Drawing ................ 29 Exporting Slab Reinforcing Details ................. 31 Exporting Footing Details ............................... 31 Wall Footings ..................................................43 Footing Results ................................................44 Solution Methodology .....................................44 Sketch and Details ..........................................44 Soil Bearing Results .......................................45 Footing Flexure Design ..................................46 Footing Shear Check ......................................47 Pedestal Design .............................................48 Stability Results ..............................................49 Concrete Bearing Check ................................50 Footing Stability & Overturning Calcs ...........52 Calculation of OTM Stability Ratio ..................52 Calculation of Moment and Shear Demand for
Unstable Footings ...........................................53 Generation ........................................................55 Circular Slab Generator ..................................55 Global Parameters ...........................................56 Description ......................................................56 Exporting Pedestal Details ............................. 32 General Reference Manual
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Table of Contents
Solution........................................................... 57 Loads ................................................................89 Design ............................................................ 58 Self Weight (Gravity Load) .............................89 Graphic Display ............................................... 60 Load Categories .............................................89 Multiple Windows............................................ 60 Copying Load Categories ...............................90 Controlling the Model View............................. 60 Deleting Load Categories ...............................90 Depth Effect .................................................... 63 Modifying Loads .............................................91 Viewing Part of the Model .............................. 63 Deleting Loads ................................................91 Saving and Retrieving Model Views ............... 63 Loads - Load Types .........................................92 Graphic Display - Plot Options....................... 64 Area Loads .....................................................92 Points/Footings ............................................... 64 Line Loads ......................................................93 Beams/Pedestals/Piles/Pile Caps .................. 65 Point Loads and Moments ..............................94 Slabs............................................................... 66 Loads - Load Combinations ...........................96 Loads .............................................................. 67 Load Combinations Spreadsheet ...................96 Deflection........................................................ 69 RISAFoundation Design Combinations ..........97 Design Strips/Cuts/Soil Regions .................... 69 Generating Building Code Combinations .......97 Miscellaneous ................................................. 70 Material Properties ..........................................101 Graphic Editing ................................................ 72 Material Properties Spreadsheet ....................101 Drawing and Modification Features ................ 72 Modeling Tips - Foundations ..........................102 Undo Operations ............................................ 73 Soils Springs for Eccentric Footings ...............102 Redo Operations ............................................ 73 Modeling Complex Slabs ................................102 Project Grid..................................................... 73 Modeling Wall Footings ..................................102 Drawing Grid................................................... 75 Model Merge ...................................................102 Snap Points .................................................... 78 Pedestals ..........................................................103 Merging Model Elements................................ 78 Draw Pedestals ..............................................103 Deleting Elements .......................................... 79 Modify Pedestals ............................................103 Graphic Selection ............................................ 81 Pedestals Spreadsheet ..................................105 Selection Modes ............................................. 81 Pedestals - Design & Punching Shear ...........107 Inverting Selections ........................................ 82 Pedestal Design Values .................................107 Criteria Selections .......................................... 82 Punching Shear Values ..................................107 Locking Selections ......................................... 86 Punching Shear Geometries ..........................108 Saving Selections ........................................... 87 Pedestal Detail Report....................................109 Help Options .................................................... 88 Limitations.......................................................111 Electronic Help File ........................................ 88 Piles and Pile Caps ..........................................113 Context Sensitive Help ................................... 88 Defining Singular Piles ...................................113 RISA Technologies Online ............................. 88 Defining Pile Caps ..........................................114 Tool-tips .......................................................... 88 Pile and Pile Cap Modeling Considerations ...116 Tutorial............................................................ 88 Pile Caps - Design............................................120 II
RISAFoundation v4
Table of Contents
Pile Results ...................................................... 129 Retaining Walls - Design .................................170 Pile Design Checks ........................................ 129 Soil Considerations .........................................170 Punching Shear Values .................................. 130 Loading Considerations ..................................171 Punching Shear Geometries .......................... 130 Serviceability Considerations .........................171 Pile Cap Results............................................... 132 Stem Wall Design Considerations ..................174 Pile Cap Results Browser............................... 132 Footing Design Considerations ......................176 Detail Report Information ............................... 134 Retaining Wall Results ....................................180 Points ................................................................ 141 Retaining Wall Results Browser .....................180 Point Coordinates Spreadsheet ..................... 141 Retaining Wall Detail Report Information .......182 Point Information Dialog ................................. 141 RISAFoundation Interaction ...........................188 Points - Results................................................ 143 RISAFoundation Interaction with RISA-3D.....188 Point Deflections Results ............................... 143 RISAFoundation Interaction with RISAFloor ..190 Point Reaction Results ................................... 143 Limitations.......................................................190 Printing ............................................................. 144 Slabs .................................................................192 Printing Reports .............................................. 145 Drawing a Slab ...............................................192 Printing to a File ............................................. 145 Slabs Spreadsheet .........................................192 Graphics Printing ............................................ 146 Automatic Slab Meshing .................................193 Results .............................................................. 148 Slabs - Design Cuts .........................................195 Saving Results................................................ 148 How to Create Design Cuts ............................195 Results Spreadsheets .................................... 148 Design Cuts Spreadsheet...............................195 Excluding Results ........................................... 149 Design Cut Results Spreadsheet ...................196 Graphic Results .............................................. 149 Design Cut Detail Report ................................196 Clearing Results ............................................. 149 Slabs - Design Strips .......................................198 Beam Detail Reports ...................................... 149 How to Create Design Strips ..........................198 Retaining Wall Definitions .............................. 150 Setting the Width of Design Strips ..................199 General Tab.................................................... 150 How to Modify Design Strips ..........................200 Geometry Tab................................................. 151 Design Strips Spreadsheet .............................200 Soil Tab .......................................................... 152 Design Strip Results .......................................201 Wall Tab ......................................................... 153 Design Strip Detail Report ..............................201 Footing Tab .................................................... 154 Slabs - Results .................................................204 Retaining Wall Definition Editor ...................... 155 Plate Force Results ........................................204 Retaining Walls - Modeling ............................. 160 Plate Corner Force Results ............................205 Draw Retaining Walls ..................................... 160 Slabs - Sliding & Overturning .........................206 Modify Retaining Walls ................................... 160 Overturning .....................................................206 Retaining Walls Spreadsheet ......................... 161 Sliding .............................................................207 Retaining Walls Modeling Tips ....................... 162 Soils ..................................................................209 Retaining Wall Limitations .............................. 169 Assigning Soil Properties................................209 General Reference Manual
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Soil Regions Spreadsheet .............................. 209 Default Spreadsheet Data ..............................219 Soil Springs Calculation (Automatic) .............. 210 Special Spreadsheet Functions ......................219 Soil Pressure Results ..................................... 212 Supports ...........................................................220 Solution ............................................................ 214 Creating and Modifying...................................220 Solution Method.............................................. 214 All Support Types Spreadsheet ......................221 Spreadsheet Operations ................................. 215 Support Options ..............................................222 Moving and Scrolling ...................................... 215 Units ..................................................................224 Spreadsheet Keyboard Commands ............... 215 Standard Imperial Units ..................................224 Selecting Spreadsheet Cells .......................... 216 Standard Metric Units .....................................224 Undoing Operations ....................................... 216 Units Specifications ........................................225 Redoing Operations ....................................... 216 Warning Log .....................................................226 Editing Spreadsheets ..................................... 216 Technical Support............................................228 Moving and Copying Cell Contents ................ 218 Sorting and Finding in Spreadsheets ............. 219 IV
RISAFoundation v4
Before You Begin
Before You Begin
Welcome to the RISAFoundation General Reference manual. Please read this topic prior to installing the program and pay
particular attention to the License Agreement. If you agree to the terms of the license then read the Installation section and
install the program. If you are a first time user of RISAFoundation you should turn your attention to the User's Guide (a
separate document) which is designed to get you up and running as fast as possible while still exposing you to the important
features of the software.
The User's Guide is designed to be read in two ways. If you are already familiar with structural modeling in general you can
skip the supporting text and read only the underlined action items to quickly move through the tutorial. If you want more
thorough explanations of the modeling process you may read all or some of the supporting text as you see fit.
After you have gone through the User's Guide, use this General Reference for detailed information on any topic. The topics
are arranged in alphabetical order and are thoroughly indexed.
Overview
RISAFoundation is a foundation analysis and design program. It has been developed to make the definition, solution and
modification of foundation models as fast and easy as possible. Analysis, up to and including calculation of maximum
deflections and stresses, may be done on mat slabs, spread footings, and grade beams. Complete reinforcing detailing is also
included in the program.
RISAFoundation has full graphical modeling capability. You can draw your model on the screen and also perform extensive
graphical editing simultaneously in multiple views. To modify your model data directly, RISAFoundation employs a
powerful, proprietary spreadsheet. All this combined with flexible data generation algorithms makes modeling very easy.
Graphic display of the model along with applied loads, boundary conditions and much more, is always available. The model
can be rapidly edited, solved, viewed, modified, re-solved, etc. The truly interactive nature and design output of
RISAFoundation is its primary strength.
You may access the features in RISAFoundation by using the menu system, or the toolbars. The best way to learn
RISAFoundation is to go through the User's Guide. The advantage to this is that you are exposed to the tools
RISAFoundation provides AND the ways that you can take advantage of them.
Hardware Requirements
Minimum
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Any Windows compatible computer with a Pentium 3 or better processor
Windows XP\Vista\Windows 7
256 MB of RAM
200 MB of hard disk space
Two or three button mouse
USB port (required for Stand-Alone version or the Network Host computer)
Recommended
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Windows XP\Vista\Windows 7
As much extended RAM as possible
As much free disk space as possible
Two button mouse with wheel
Note
General Reference Manual
1
Before You Begin
•
The amount of space needed by RISAFoundation to solve a particular structural model depends on the size of the
model. RISAFoundation has been written such that it will use as much RAM as is available. If this isn't enough,
RISAFoundation will start using HD space until enough memory is obtained to solve the problem. Of course, if
RISAFoundation is required to use HD space, the solution will be much slower. So, the more memory you have
available, the better. In general, 500 Megabytes (MB) of RAM is a good amount to solve most problems.
However, if you will be regularly solving large problems, more memory will save you a lot of time in the long
run.
Program Limits
32,000 Points
32,000 Beams
32,000 Plates
500 Materials
2,000 Point Loads
2,000 Line Loads
200 Area Loads
1,000 Load Combinations
100 Slabs
100 Soil Regions
1,000 Supports/Footings
200 Design Strips
Demonstration Version: While you can open and solve a larger model, the largest model that can be saved to disk with the
demonstration version is limited to 10 Supports/Footings, 5 Beams, and 1 Soil Region.
License Agreement
END-USER LICENSE AGREEMENT FOR RISA Technologies, LLC® SOFTWARE
The RISAFoundation software product (SOFTWARE PRODUCT) includes computer software, the associated media, any
printed materials, and any electronic documentation. By installing, copying or otherwise using the SOFTWARE PRODUCT,
you agree to be bound by the terms of this agreement. If you do not agree with the terms of this agreement RISA
Technologies, LLC is unwilling to license the SOFTWARE PRODUCT to you. In such event you must delete any
installations and destroy any copies of the SOFTWARE PRODUCT and return the SOFTWARE PRODUCT to RISA
Technologies, LLC within 60 days of purchase for a full refund.
Copyright 2012 by RISA Technologies, LLC. All rights reserved. The SOFTWARE PRODUCT is protected by United
States copyright laws and various international treaties. All rights not specifically granted under this agreement are reserved
by RISA TECHNOLOGIES.
1. SOFTWARE LICENSE. The SOFTWARE PRODUCT is licensed, not sold. All right, title and interest is and remains
vested in RISA Technologies, LLC. You may not rent, lease, or lend the SOFTWARE PRODUCT. You are specifically
granted a license to the use of this program on no more than one CPU at any given time. The Network Version of the
SOFTWARE PRODUCT is licensed for simultaneous use on a certain maximum number of network stations that varies on a
per license basis. As part of the license to use the SOFTWARE PRODUCT, the program user acknowledges the reading,
understanding and acceptance of all terms of this agreement. The SOFTWARE PRODUCT may not be reviewed, compared
or evaluated in any manner in any publication without expressed written consent of RISA Technologies, LLC. You may not
disassemble, decompile, reverse engineer or modify in any way the SOFTWARE PRODUCT. If the SOFTWARE
PRODUCT was purchased at a discounted price for educational purposes it may in no event be used for professional design
purposes. The terms of this license agreement are binding in perpetuity.
2
RISAFoundation v4
Before You Begin
2. DISCLAIMER. We intend that the information contained in the SOFTWARE PRODUCT be accurate and reliable, but it
is entirely the responsibility of the program user to verify the accuracy and applicability of any results obtained from the
SOFTWARE PRODUCT. The SOFTWARE PRODUCT is intended for use by professional engineers and architects who
possess an understanding of structural mechanics. In no event will RISA Technologies, LLC or its officers be liable to
anyone for any damages, including any lost profits, lost savings or lost data. In no event will RISA Technologies, LLC or its
officers be liable for incidental, special, punitive or consequential damages or professional malpractice arising out of or in
connection with the usage of the SOFTWARE PRODUCT, even if RISA Technologies, LLC or its officers have been
advised of or should be aware of the possibility of such damages. RISA TECHNOLOGIES' entire liability shall be limited to
the purchase price of the SOFTWARE PRODUCT.
3. LIMITED WARRANTY. RISA Technologies, LLC warrants that the SOFTWARE PRODUCT will operate but does not
warrant that the SOFTWARE PRODUCT will operate error free or without interruption. RISA Technologies sole obligation
and your exclusive remedy under this warranty will be to receive software support from RISA Technologies via telephone,
email or fax. RISA Technologies shall only be obligated to provide support for the most recent version of the SOFTWARE
PRODUCT. If your version of the SOFTWARE PRODUCT is not the most recent version RISA Technologies shall have no
obligation to provide support in any form. Except as stated above the SOFTWARE PRODUCT is provided without warranty,
express or implied, including without limitation the implied warranties of merchantability and fitness for a particular purpose.
4. PROTECTION DEVICE. In the event the SOFTWARE PRODUCT requires the use of a PROTECTION DEVICE to
operate, you are specifically prohibited from attempting to bypass the functionality of the PROTECTION DEVICE by any
means. If the PROTECTION DEVICE becomes broken or inoperable it should be returned to RISA TECHNOLOGIES for a
replacement. The replacement will not be provided if RISA TECHNOLOGIES can not affirm that the broken PROTECTION
DEVICE was originally provided by RISA TECHNOLOGIES for use with the SOFTWARE PRODUCT. A lost or stolen
PROTECTION DEVICE will not be replaced by RISA TECHNOLOGIES.
5. TERMINATION. RISA TECHNOLOGIES may terminate your right to use the SOFTWARE PRODUCT if you fail to
comply with the terms and conditions of this agreement. In such event you must delete any installations and destroy any
copies of the SOFTWARE PRODUCT and promptly return the SOFTWARE PRODUCT to RISA Technologies.
6. CHOICE OF LAW. By entering into this Agreement in accordance with Paragraph 1, above, you have agreed to the
exclusive jurisdiction of the State and Federal courts of the State of California, USA for resolution of any dispute you have
relating to the SOFTWARE PRODUCT or related goods and services provided by RISA Technologies. All disputes therefore
shall be resolved in accordance with the laws of the State of California, USA and all parties to this Agreement expressly
agree to exclusive jurisdiction within the State of California, USA. No choice of law rules of any jurisdiction apply.
"RISA" as applied to structural engineering software is a trademark of RISA Technologies.
“BCI” is a registered trademark of BOISE CASCADE WOOD PRODUCTS, L.L.C.
“Georgia-Pacific” is a registered trademark of Georgia-Pacific Corporation
"GPI" is a registered trademark of Georgia-Pacific Wood Products South LLC.
“iLevel” is a registered trademark of Weyerhaeuser NR Company.
“iLevel Trus Joist Microllam LVL” is a registered trademark of Weyerhaeuser NR Company.
“iLevel Trus Joist Parallam PSL” is a registered trademark of Weyerhaeuser NR Company.
“International Beams” is a registered trademark of International Beams, Inc.
"LPI" is a registered trademark of Louisiana-Pacific Corporation.
“Nordic” is a registered trademark of Les Chantiers de Chibougamau ltée.
“Pacific Woodtech” is a registered trademark of Pacific Woodtech Corporation.
“Red” is a registered trademark of REDBUILT, LLC
“Rebuilt” is a registered trademark of REDBUILT, LLC
"RFPI" is a registered trademark of Roseburg Forest Products.
“TimberStrand Trus Joist” is a registered trademark of Weyerhaeuser NR Company.
General Reference Manual
3
Before You Begin
“TJI” is a registered trademark of Weyerhaeuser NR Company..
Maintenance
Program maintenance provides all upgrades to RISAFoundation, and discounts on new products.
When your maintenance expires, you will be given the opportunity to continue program maintenance on an annual basis. You
are under no obligation to continue program maintenance, of course, but if you decide to discontinue maintenance you will
no longer receive RISAFoundation program upgrades and technical support.
Complete program support is available to registered owners of RISAFoundation and is included in the purchase price. This
support is provided for the life of the program. See Technical Support for a list of your support options.
The “life of the program” is defined as the time period for which that version of the program is the current version. In other
words, whenever a new version of RISAFoundation is released, the life of the previous version is considered to be ended.
RISA Technologies will support only the current version of RISAFoundation.
Installation
To install RISAFoundation please follow these instructions:
1.
2.
3.
4.
4
Put the RISAFoundation CD in your computer CD drive.
If the CD starts automatically go to step 4. If the CD does not start after 10 seconds click the Windows Start button
and select Run.
In the Run dialog box type “d:\launch” (where “d” is the label of your CD drive) and then click the OK button.
Follow the on-screen instructions.
RISAFoundation v4
Application Interface
Application Interface
The User's Guide (a separate document) contains a tutorial that leads you through the RISAFoundation interface with an
actual model. Consider going through the tutorial if you have not done so already, as it is the fastest way to learn the
program. Although it requires some time up front, the tutorial will save you time and brainpower in the long run.
The features that are available to you in RISAFoundation may be accessed through the main menu, shortcut menus, toolbars
and shortcut keystrokes. You may use any or all of these vehicles to interact with the software. The main menu has the
advantage of containing all of the program options and features and may initially be the simplest to use, letting you learn just
one system. The toolbars contain more common options and invoke with one click. The shortcut menus present options
relevant to the task at hand. The shortcut keys provide a fast way to access features should you use the program often enough
to make them familiar to you. All of these features are discussed in the sections below. There are many ways to access
features and the method that you will use will simply be a matter of personal preference. The good news is that you have the
options.
The bar along the top of the screen is called the title bar and contains the name of the file that is currently open. The three
buttons
on the far right side of the title bar are used to control the main window. The left button will shrink the
main application window to a button on the taskbar. The middle button will shrink or maximize the window on your screen.
The right button will close the window, prompting you to save changes if necessary. You will also see these buttons in other
windows and they have basically the same functions there as well.
The actual work that you do will be in the main area on the screen, which is called the workspace. When you open a model
view, a spreadsheet or a dialog it will be opened in the workspace and listed in the Window menu. You may have as many
windows open as you like.
Main Menu
All of the program features may be accessed through the main menu system at the top of the screen beginning with File on
the far left and ending with Help or possibly Director on the far right. Clicking on each of these menus (listed below) will
display sub-menus that contain options that you may choose from. You may also select the main menus by using the ALT
key along with the underlined letter in the menu you wish to choose. You may then continue to use the keyboard to choose
from the menu options. In addition, some of the menu options will have hot key combinations listed to the right of the option.
These hot keys allow you to use the keyboard to access features without using the menu system.
File Menu
New will close the current file, prompting for saving if necessary, and will open a new file.
Open will close the current file, prompting for saving if necessary, and will open an existing file.
Save will save the current file, prompting for a name if necessary.
Save As will save the current file, prompting for a name.
DXF Export will export the current file to a DXF file.
For more information on the interaction between RISA and other programs refer to Appendix E.
Print will access RISAFoundation printing options.
Page Setup will present page setup options for printing.
Recent Files The five most recent files will be listed at the bottom of the menu. Selecting one of these files will close the
current file, prompting for saving if necessary, and will open the selected file.
Exit will close RISAFoundation, prompting for saving if necessary.
General Reference Manual
5
Application Interface
Edit Menu
Undo will undo the last edit that was applied to the model whether it was made graphically or in the spreadsheets. You may
continue to apply Undo to remove up to 100 model edits.
Redo will reverse the last undo that was applied to the model. You may continue to apply Redo to remove up to 100 undo
operations.
Copy will copy the selected spreadsheet cells or model view from the active window to the clipboard.
Paste will paste data from the clipboard to the spreadsheet cells.
Insert Line will insert a new line in the spreadsheet beneath the current line.
Delete Line will delete the current spreadsheet line.
Repeat Line will insert a new line in the spreadsheet beneath the current line and copy the data from the current line.
Mark All Lines will select all of the lines in the spreadsheet.
Unmark Lines will unmark any currently marked lines.
Delete Marked Lines will delete the marked lines in the spreadsheet.
Find will locate an item on the spreadsheet by its label.
Sort will sort the column containing the active cell.
Fill Block will fill the marked block of cells with a valid entry.
Math on Block allows you to add, subtract, multiply or divide the values in the marked block of cells.
Global
Global opens the Global Parameters for the model.
Units
Units opens the Units settings.
View Menu
New Plan View will open a new model view window.
Save or Recall Views allows you to save a view or recall a view that has previously been saved.
Clone View makes a copy of the current view so you can modify one and maintain the other.
Refresh All will refresh all of the windows that are open in the workspace.
Select provides graphic select options that are also provided on the Selection Toolbar.
Unselect provides graphic unselect options that are also provided on the Selection Toolbar.
Save or Recall Selection States allows you to save a selection or recall a selection that has previously been saved.
Zoom provides options for zooming in and out of the current model view.
Rotate provides options to snap the model view to global planes or an isometric view.
Plot Options opens the Plot Options.
Render will turn rendering of the current model view on or off, depending on the current setting.
Drawing Grid will turn the display of the Drawing Grid on or off, depending on the current setting.
Project Grid will turn the display of the Project Grid on or off, depending on the current setting.
Axes will turn the display of the global axes in the model view on or off, depending on the current setting.
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RISAFoundation v4
Application Interface
Loads will turn the display of the model loads on or off, depending on the current setting.
Point Labels will turn the display of the point labels on or off, depending on the current setting. A third setting is also
available where the points themselves are not shown at all.
Beam Labels will turn the display of the beam labels on or off, depending on the current setting. However, if rendering is
turned on, beam labels will not be visible in the model view.
Insert Menu
The Insert Menu will help you insert new items into the model. Most of the options will provide a graphical method of
insertion but some will open spreadsheets where appropriate. See Graphic Editing for specific information.
Modify Menu
The Modify Menu will help you modify existing items in the model. Most of the options will provide a graphical method of
modification but some will open spreadsheets where appropriate. The Delete Items Dialog may also be accessed via this
menu. See Graphic Editing for specific information.
Spreadsheets Menu
The Spreadsheets Menu provides access to any of the input spreadsheets. See Spreadsheet Operations to learn how to work
within the spreadsheets.
Solve Menu
Clicking on the Solve Menu will immediately begin a solution to the model. See Solution for more information.
Results Menu
The Results Menu provides access to any of the results spreadsheets. See Results Spreadsheets for more information.
Tools Menu
Delete All Unattached Points will delete any points that are not connected to beams, columns, decks, deck edges or loads.
Preferences contain settings that let you customize the program. See Customizing RISA for more information.
Customize Toolbar... allows you to modify the model view toolbar by adding, subtracting and re-ordering buttons. See the
customizable toolbar section.
Reset All Program Defaults will reset all customized settings to the original factory settings.
Window Menu
In order to help you work with the model and the results, you are provided with many window arrangements to choose from.
You may access them from the Window Menu. The best way to understand just what these 'tilings' do is to try them.
Remember that once you choose a tiling you may adjust any of the windows as you wish.
Help Menu
Help Topics opens the RISAFoundation Help File so that you may search the contents and the index. See Help Options to
learn about getting help.
Check for Updates runs an internal check for possible program updates. If your program is up to date, you will receive a
message saying you are up to date. If you are out of date, the check will offer you the option to email RISA Technologies for
upgrade information if you are out of date for a major update. If you are out of date just a minor update, then we will send
you to our website to upgrade.. This check is also offered during the installation process.
About provides RISAFoundation version and hardware key information.
General Reference Manual
7
Application Interface
Director Menu
If you are working from within the RISA Building System (RBS), use this menu to switch between RISAFloor, RISA-3D
and RISAFoundation. If you are not working within the RISA Building System, the Director Menu will not be shown.
The directory button is located at the far, far right hand side of the Main Menu Toolbar as shown in the image above.
Shortcut Menu
The Shortcut Menu is also referred to as the Right-Click Menu. This is because to access the shortcut menu you simply
click the RIGHT mouse button where you are working to see options that are relevant to what you are doing. For example if
you are working in a model view the right click menu will provide options to help you modify the view and edit the model
graphically. If you are working in a spreadsheet the menu will provide editing tools for that spreadsheet.
This menu will appear wherever you RIGHT click the mouse. This way you do not need to move away from where you are
working to select the features you want to use.
Toolbars
The Toolbars provide buttons to help you access common commands and popular options in the menu system discussed
above. There are different toolbars that will appear as you work to build your model and browse your results. If at any time
you are not sure what a particular button does, simply let your mouse hover over the button and a helpful tip will pop up and
explain the button.
RISA Toolbar
The first horizontal toolbar located just below the Main Menu is called the RISA Toolbar. The buttons on this bar facilitate
file and window access. You may use these buttons to open files and windows and also to analyze the model.
Window Toolbar
The Window Toolbar is the second horizontal toolbar located below the Main Menu. It gets its name because the buttons
change as you move from window to window in order to help you with what you are currently doing. When you are working
in a model view the buttons provide viewing tools, such as Rotate and Zoom, to assist you with that view. There are also
many other results and information display toggles, including some icons with the drop down arrow next to them. Clicking
the arrow will show you the different view options for that icon. Clicking the icon itself will bring you back to the default
view. Note that this model view toolbar is now fully customizable. See below for more information.
Other model view windows that are open will not be affected so that each may show different information. When you are
working in a spreadsheet, editing tools are provided that are appropriate to that particular spreadsheet. Note that not all tools
are available with all spreadsheets. In fact there are many tools that are provided for one spreadsheet only. See Spreadsheet
Operations for more information.
Customizable Model View Toolbar
The model view toolbar is fully customizable. By creating your personalized toolbar, you can quickly access your most
frequently used buttons. This can be done quickly and easily in just a few steps.
1.
8
Go to Tools menu and select Customize Toolbar.
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2.
Select one of the toolbars by clicking in the box Available toolbar buttons, and click on Add to place them on the
current toolbar.
3.
Once you’ve moved the buttons to the Current Toolbar, you can rearrange them by clicking on Move Up or Move
Down.
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Application Interface
4.
Click Close and you will see your selections on the model view toolbar.
Note:
•
•
•
You must have a model view as the current view to see this toolbar.
If you add more buttons than will fit on the toolbar the buttons that are at the end of the "Current toolbar buttons" will
be cut off.
The changes you have made will automatically be saved on a per-user (Windows User) basis, such that next time you
open the program the toolbar will be arranged per your preferences.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords:
Customized Toolbar.
Selection Toolbar
The vertical toolbar on the left side of the screen is the Selection Toolbar. This toolbar will only be available when the active
window is a model view. The buttons on this toolbar help you select and unselect items in the model in order to help you
build and modify the model or view results. See Graphic Selection for more information.
Drawing Toolbar
Another toolbar that is available is the Drawing Toolbar. Unlike those mentioned above, this toolbar is located in the model
view windows rather than in the main application window. This way the drawing tools stay close to where you are working.
This toolbar controls modeling features that help you draw, load, and modify your model graphically. You may have more
than one view open and a Drawing Toolbar for each view.
on the Window Toolbar while in the
The Drawing Toolbar may be displayed in any model view window by clicking
model view window. Some of the buttons on the toolbar are for one-time applications such as modifying the drawing grid.
Other buttons place you in an editing mode, such as Draw Members, that remains active until you cancel it. The current mode
is indicated by the mouse pointer and by the state of the button. While in an editing mode the button will stay down until you
click it again or choose another button. See Graphic Editing for more information.
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This brings us to an important point. Some of the toolbar buttons remain down when you press them to indicate that you are
button will stay down to indicate that
in a certain mode or that something is either on or off. For example the Box Zoom
button will remain down when you turn on this
you are currently in the zooming mode. The Show Drawing Toolbar
toolbar for the active window. You may be in more than one mode at the same time as long as they are not mutually
exclusive.
The Data Entry Toolbar is the vertical toolbar on the right side of the application window. It contains buttons that facilitate
data entry through the spreadsheets. The buttons on this toolbar provide quick access to the spreadsheets that are also listed in
button on the RISA Toolbar.
the Spreadsheets Menu. You may open and close the toolbar by clicking the
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Data
Entry.
The Results Toolbar is the vertical toolbar on the right side of the application window that is placed over the Data Entry
Toolbar after the model has been solved. The buttons on this toolbar provide quick access to the results spreadsheets that are
also listed in the Results Menu. You may open and close the toolbar by clicking the
button on the RISA Toolbar.
Dynamic View Controls
When your current window is a graphical model view, you can use the mouse wheel to dynamically zoom, pan, or rotate the
graphical image. These functions are only available to users who have a mouse with a wheel button and whose computers are
running the Windows XP operating system.
Mouse Action
Model View Function
Rolling the Wheel
Forward
Zoom In
Rolling the Wheel
Backward
Zoom Out
Clicking and holding the
Wheel Button
Grab the image and pan in the direction of
mouse movement
Click and hold the Wheel
button while pressing the
Shift key
Dynamically rotate the structure in the
direction of mouse movement
Dynamic Pan: Clicking and holding the mouse wheel button triggers the tool and allows the user to pan or drag the view to
the limit of scroll bars.
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Application Interface
Dynamic Zoom: This tool uses the wheel button on the mouse. Rotating forward zooms in and rotating backward zooms out.
Dynamic Rotate: This tool is triggered by clicking and holding the mouse wheel button while holding the Shift key. The
rotational movement will be based on the how the user drags the mouse cursor over the screen and the projection of global
axis on the screen. For rotation about X axis, drag the cursor perpendicular to the projection of the global X axis. The same
logic applies for Y or Z axis rotations. When rotation is initiated, the system locks for rotation about that axis until the user
releases the middle mouse button.
Zoom Previous/Next: Function keys F3 and F4 are associated with Zoom Previous and Zoom Next respectively. The system
holds a doubly linked list of zoom info. This list has 10 zoom-states in the list. The F3 or F4 keystroke moves the active
pointer forward or backward on the list. Each window has its own zoom list.
Dynamic Distance Tool: This tool triggers by pressing the F5 key. The user has to pick up two points on the screen and the
system gives back the total and partial distance between points on the status bar.
Shortcut Keys and Hot Keys
Shortcut Keys and Hot Keys allow you to use the keyboard to quickly access features. The difference between the two is
simply that the shortcut keys are related to a specific window and will only work in that window while the hot keys will
perform at most any time.
General Hot Keys
Key Combination
Function
F1
Help on the active window
F5
Ctrl-F1
Activates the Dynamic Distance Tool
Main Help topics
Ctrl-F2
Create New view
F7, Ctrl-F7
Opens solution choices
Ctrl-C
Copy to the clipboard
Ctrl-V
Paste from clipboard
Ctrl-N
Start a new file
Ctrl-O
Open an existing file
Ctrl-S
Save the current file
Ctrl-P
Print
Ctrl-Z
Undo
Alt-
Access the menus by combining the Alt
key with the underlined letter in the menu
Shortcut Keys available for Specific Windows
12
Key Combination
Model View Window
Spreadsheet
Ctrl-D
Open last graphic editing
dialog
Delete Marked Lines
Ctrl-G
Toggle Drawing Toolbar
Ctrl-A
Select All
Ctrl-U
Unselect all
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Ctrl-F
Block Fill
Ctrl-M
Block Math
Ctrl-I
Invert Selection
Ctrl-L
Toggle Lock unselected
Ctrl-Enter
Unmark lines
Press cell
F2
Open Plot Options
button
Start/Stop Cell Edit
F3
Insert line
F4
Delete Line
F5
Initiates the "Distance" tool
Find
F8
Repeat Current Line
F9
Sort
+
Zoom In
-
Zoom Out
PgUp PgDwn
Scrolling
Scrolling
Spreadsheet Hot Keys that open spreadsheets
Key Combination
Unsolved model
Solved Model
Ctrl-Alt-C
Point Coordinates
Corner Forces
Ctrl-Alt-D
Line Loads
Joint Deflections
Ctrl-Alt-G
Global Parameters
Ctrl-Alt-L
Load Combinations
Ctrl-Alt-P
Point Loads
Ctrl-Alt-R
Design Rules
Plate Forces
Reactions
Status Bar
The Status Bar passes useful information to you as you work. It is divided into four parts located along the very bottom of
the main application window, just beneath the workspace.
The left side of the status bar shows a solution flag to indicate the solved state of the model as follows:
Solution Type
Unsolved
Solved
Static
To the right of the solution flags there are three message boxes.
The first and largest box lets you know what you are currently doing. If you are in a spreadsheet, this box will contain the
explanation of the current cell. If you are working in a model view and select a graphic editing option, look to this box for
information on how to use the feature.
The second box is used to pass you units of the current spreadsheet cell.
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Application Interface
The third box indicates the coordinates of the mouse when a model view is active. The mouse coordinates that are displayed
are the coordinates of the grid point or joint that is nearest to the mouse.
Windows
Modeling the structure will take place within model views and spreadsheets, each in their own window that may be moved
around the workspace and sized as you wish. The ability to have multiple model views and multiple spreadsheets open at one
time is a powerful feature. The options in the Window Menu are provided to help you manage these windows.
in the upper right corner to help you minimize, maximize and close the
These windows contain three buttons
window, respectively. There are also scroll boxes to help you view information that is outside of the window viewing area.
Click the scroll bar buttons or drag the scroll box to advance the display in one direction or another.
Model Views
Model View windows show a graphic view of the model. Open a new view with the
button.
You may open as many model view windows as you like. This is especially helpful when working in close on large models.
You might have one overall view and a few views zoomed in and rotated to where you are currently working. You may also
have different information plotted in multiple views.
One thing to remember is that the toolbars that are displayed depends upon what window is active. The active window is the
one with the blue title bar. For example, if you are looking for the zoom toolbar button and the active window is a
spreadsheet you need to select a model view first before you can access the zooming tools.
Spreadsheets
Spreadsheet windows are made up of rows and columns of data cells. If you wish to add or edit data in a spreadsheet cell
you click on the cell, making it the active cell, and then edit the cell. This active cell is simply the green cell that moves
around the spreadsheet as you hit the cursor keys (← , →), Page Up, Page Down, Home, End, etc. There is always one and
only one active cell, which is the cell that has the “attention” of the keyboard.
You may also select blocks of data to work on. You can select a block of data by clicking and holding the mouse button on
the first cell in the block and then dragging the mouse to the opposite corner of the block and releasing the mouse.
Dialogs
A Dialog is a third type of window and is used to access a specific function within the program. Another powerful feature is
that most of the dialogs may be left open while you edit the model, making it easy to make adjustments as you work. You
will find that dialogs are very easy to work with. There are Help buttons that will bring you directly to the relevant topic in
the help file.
Modes
There are three basic program modes (View, Select, and Edit) and a mode hierarchy to allow you to move between them
easily. While you are editing the model you may select items to edit. When you are finished selecting you will be returned to
editing. Likewise, while you are selecting items you can adjust the view and then be returned to selecting.
Different mouse cursors are used with each mode to make it clear what the current mode is.
View Mode is the upper level mode that allows you to adjust the view by zooming in and out, rotating and setting plot
options. This mode supersedes all other modes so that you may do these things at any time, and then be returned to the
previous mode. This mode does not cancel other modes so that when you are finished adjusting the view you are returned to
what you were doing. See Graphic Display for more information.
Select Mode is the middle level mode that allows you to make a graphic selection of joints, members and plates. This mode
supersedes the Edit Mode but not the View Mode. This means that you can make a selection while in the middle of editing
the view and when you are finished you are returned to the editing feature that you were using. It also means that you may
adjust the view while remaining in the same Select Mode. See Graphic Selection for more information.
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Edit Mode is the lower level mode that allows you to graphically edit the model. You may make selections and adjust the
view while in the edit mode such that when you are finished selecting you will be returned to the Edit Mode. Some Edit
Mode features have options on how you apply the edit. See Graphic Editing for more information.
Note
•
•
The default mode is the mode you are in if you are not in any other mode and is indicated by the standard
mouse cursor. The default mode is a selection mode where you can select/unselect individual items by clicking
on them.
You may use the ESC key or the right mouse button to cancel a mode.
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15
Beams
Beams
RISAFoundation uses a Physical Member that is automatically sub-meshed into general-purpose beam elements. Beam data
may be viewed and edited in two ways: graphically in a model view or in the Beams Spreadsheet. See Beams Spreadsheet
for descriptions of the beam data.
Drawing Beams
To create new beams you can draw them using a Drawing Grid, Project Grid, or drawing "dot to dot" clicking existing
points. You can set all of the beam properties up front or you can modify these properties after you draw the beam.
Graphically modifying properties is discussed in the next section.
To Draw Beams
1.
2.
3.
4.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
to
turn on the Drawing Toolbar if it is not already displayed.
If you are not drawing between existing points, you will need to create a drawing grid or define points on the Point
Coordinates Spreadsheet.
button and set the beam properties.
Click the
Click Apply to start drawing beams by clicking on points or grids with the left mouse button. The coordinates of the
closest point or grid intersection to your cursor are displayed in the lower right hand corner of the status bar.
The first click will define the Start Point of the first beam. The second click, and each click thereafter, will define the
End Point of the first member and also the Start Point of the next beam so that you may continue to draw as if your
pencil is down. To "pick up" the pencil, click the right mouse button. You may then start drawing somewhere else
with the left button.
The new beams will be shown on screen and will be recorded in the Beams Spreadsheet.
5.
To stop drawing altogether click the right mouse button or press the Esc key.
Note
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16
Beams
•
•
Press CTRL-D to quickly recall the last dialog accessed and make changes.
You may also specify or edit beams in the Beams Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Modifying Beam Properties
There are a number of ways to modify beams. You may view and edit the beam data in the Beams Spreadsheet. You can use
the Modify Properties tool to graphically modify a possibly large selection of beams.
The graphical Modify Properties tool discussed here lets you modify the properties of beams that already exist in your
model. To use this, you will typically specify parameters you want changed, then select the beams that you want to modify.
You can modify beams one at a time by selecting the Apply by Clicking Individually option and then click on the beams
you wish to modify. You may also modify entire selections of beams by selecting the beams in the model view first and then
use the Apply to All Selected option. See the Graphic Selection topic for more on selecting.
To Modify Beams
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
3.
4.
button and select the Modify Properties tab.
Click the Draw/Modify Beams
Set the parameters for the new beams. Check the Use? box for the items that are to be applied.
You may choose to modify a single beam at a time or an entire selection of beams.
to
To modify a few beams, choose Apply Entries by Clicking Items Individually, click Apply, and click on the beams
with the left mouse button.
To modify a selection of beams, choose Apply Entries to All Selected Items and click Apply.
Note
•
•
•
To modify more beams with different parameters, press CTRL-D to recall the Modify Beams Dialog.
You may also modify beams in the Beams Spreadsheet.
To relabel beams first sort the Beams Spreadsheet into the desired order, select the Tools Menu and choose
Relabel Beams.
•
You may undo any mistakes by clicking the Undo
button.
The parameters shown are nearly the same as those used to define new beams.
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Beams
The Use? check boxes next to the data fields indicate whether the particular parameter will be used or not when the
modification is applied. If the box next to a field is checked, that parameter will be applied to any selected beams, if the box
is NOT checked, the parameter will NOT be applied, even if a value is entered in the field. This lets you easily change one or
two properties on beams without affecting all the rest of the properties. Note that if no value is entered in a field (I.e. the field
is blank) and the corresponding check box is checked, clicking Apply will have the effect of clearing the data for these fields.
Beams Spreadsheet
The Beams Spreadsheet records the properties for the beam elements and may be accessed by selecting Beams on the
Spreadsheets Menu.
The following data columns hold the data for the beams:
Beam Labels
You may assign a unique Label to any or all of the beams. You can then refer to the beam by its label. Each label has to be
unique, so if you try to enter the same label more than once you will get an error message. You may relabel beams at any
time with the Relabel Beams option on the Right Click Menu.
Beam Start and End Points
The Start Point and End Point entries define the start and end locations of the beams using point labels.
Shape
The Shape entry is used to set the beam size. To enter a shape, type the shape name directly or click the
to access the Set Beam Size Dialog. See Beams - Database for more information.
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Material
The Material column displays the concrete material used for each beam. Available materials may be selected from the drop
down list which contains all entries in the Materials Spreadsheet. See Material Properties for more information.
Design Rules
The Design Rules entry displays the selected design rule for each beam. Available design rules may be selected from the
drop down list which contains all entries in the Design Rules Spreadsheet. See Design Optimization for more information.
Flexural Layout
The Flexural Layout entry displays the selected custom rebar layout for beam flexural reinforcement. Available layouts may
be selected from the drop down list which contains all Bending Rebar Layouts from the Rebar Layout Database. Select
Optimize from the drop down list if you would like RISA to select the reinforcement in the beam. See Rebar Layout
Database for more information.
Shear Layout
The Shear Layout entry displays the selected custom rebar layout for beam shear reinforcement. Available layouts may be
selected from the drop down list which contains all Shear Rebar Layouts from the Rebar Layout Database. Select
Optimize from the drop down list if you would like RISA to select the reinforcement in the beam. See Rebar Layout
Database for more information.
Physical Members
Physical Members provide fixity to all joints that occur along the length of the member, without breaking that member into
multiple smaller members. You may use the physical member feature to avoid defining one 'field' member with multiple
members in your model. This saves time in building and editing your model and in understanding your results.
Continuous beams are examples of continuous 'field' members that can be modeled with one Physical Member. You may
define them from start to finish without having to explicitly define their connection to other elements or boundaries through
intermediate points. Subsequently, when it comes time to make changes to a beam you can edit the properties of one Physical
Member rather than the multiple beams that might otherwise represent it.
Physical Members are also effective in managing results because the results for one Physical Member are reported together in
the results spreadsheets and the beam detail report.
Note
•
You cannot convert multiple beams into one Physical Member. To achieve this you must delete the multiple
beams and define a new Physical Member.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: What
are Physical Members.
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Customizing RISA
Customizing RISAFoundation
You may customize many of the default parameters, design and analysis options in RISAFoundation. In this way you can
modify the program so that it best suits you and your work processes. All customization may be defined or redefined at any
time. The Preferences option on the Tools Menu provides you control over the behavior of the software. The Save as
Defaults feature allows you to specify the default settings for new model files. These features are discussed below. Custom
reports may also be defined and saved for future use. See Printing to learn how to build a custom report.
Save as Defaults
You may use the Save as Defaults feature in the following dialog boxes by entering the default information in the dialog and
clicking the Save as Defaults button: Global Parameters, Units, and Drawing Grids. This will cause the program to use
these settings with any new files that are then created.
Many of the spreadsheets also provide the option to save the current data as the default and every subsequent new file will
button. This way the
already have that data. Simply enter the data you want then save it as the default by clicking on the
office standards that you might use in most of your models are already entered and available in new models. This feature is
available in the following spreadsheets: Materials, Custom Wood Species, Design Rules, Footing Definitions, and Load
Combinations.
Once you create a new file you may redefine any of the default data and settings for that particular file so the Save as
Defaults feature may be used to give you a good starting point for new files but won’t hold you to those settings.
Preferences
Program options may be accessed by selecting Preferences from the Tools Menu and are divided into the five sections
described below. Many of the preferences themselves are self-explanatory.
General Preferences
The general preferences are straightforward. For help on an item click
and then click that item. It may be a good idea to
disable the Automatically refresh… option when working with large files or slower computers. You may also set the
backup timing. See Automatic Backup to learn about the backup capabilities of RISAFoundation. The Reset Customization
Options button will clear all of the preferences that you have set on any of the tabs.
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Show "Starting a Model" Panel when starting a new model – The New Model Dialog will be displayed when opening the
program or selecting 'New File' from the File Menu.
Show Global dialog after loading a file – Displays the Global Parameters settings automatically after loading a file.
Play the starting sound when starting up the program – A startup sound will be played when the program opens.
Play the error sound when showing error messages – An error sound will be played when an error is displayed.
Automatically refresh any open windows for any data change – Changes to the model will automatically be reflected in
all windows – spreadsheets and model views. For large models you may want to limit the number of open windows or disable
this feature altogether.
Show Toolbars – All toolbar commands may also be found in the menu system so if you want more work space you may
disable the toolbars.
Show Exclude Results confirmation message – After solving the model you may use the Exclude Feature to graphically
select items that you wish to see in the results spreadsheets, "excluding" other results. This enables a confirmation message
warning you that some results are not shown.
Show the Data Entry toolbar Loads buttons – This provides an option as to whether you wish to see the Joint, Point,
Distributed, Member Area, and Surface Loads buttons on the Data Entry toolbar.
Automatic backup timing – Automatic backup occurs at the specified interval. No backup occurs if the interval is set to
zero.
Reset Customization Options – Choose this to return to the program defaults.
Default Region - Choose the default region for your projects.
Data Entry Preferences
To use bigger or smaller fonts in the spreadsheets you may adjust the row heights. You may also specify the number of
decimal places that are displayed. The one exception is the Joint Coordinates. RISAFoundation maintains the coordinates to
15 significant figures and the exact value is always displayed.
If you wish to use a prefix with your point, beam, and plate labels, such as “P” with points, you can specify the default prefix.
These prefixes may be changed as you build your model.
Row height for data spreadsheets – Sets the row height and font size for data spreadsheets.
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Customizing RISA
Decimal places for data entry fields – Sets the number of decimal places to display in the data spreadsheets with a
maximum of four places.
Default prefix for POINT labels – Sets the default prefix to be used in point labels.
Default prefix for BEAM labels – Sets the default prefix to be used in beam labels.
Default prefix for PLATE labels – Sets the default prefix to be used in plate labels.
Default prefix for SLAB labels - Sets the default prefix to be used in slab labels.
Default prefix for SOIL REGION labels - Sets the default prefix to be used in soil region labels.
Default prefix for AREA Load labels - Sets the default prefix to be used in area load labels.
Default prefix for Design Strip labels- Sets the default prefix to be used in design strip labels.
Default prefix for Design Cut labels - Sets the default prefix to be used in design cut labels.
Default prefix for Retaining Wall labels - Sets the default prefix to be used in retaining wall labels.
Solution and Results Preferences
RISAFoundation can provide a warning when clearing results. To use bigger or smaller fonts in the results spreadsheets you
may adjust the row heights. You may also specify the number of decimal places that are displayed. The number of figures
displayed may not be the actual number. Behind the scenes RISAFoundation maintains numbers to numerous decimal places.
Always warn before clearing results? – Verifies that results are to be cleared to edit the model.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Sum
of Reactions.
Row height for Results Browsers – Sets the row height and font size for results spreadsheets.
Decimal Places – Sets the number of decimal places to display in the results spreadsheets with a maximum of four places.
Rotation Limits – Shows 0 for the rotation when smaller than this value.
Batch Results Display - The results of a batch solution may be grouped by load combination or by item. For example you
can group results for all members under each particular load combination or you can group results from each combination
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under a particular member. The setting here is merely a preference. Once you have solved a model you can switch back and
forth using the Results Menu.
Saving Results – These options let you control what is done with the results when saving a file.
Font Preferences
The font preferences are straightforward. They can be used to adjust the fonts used by the spreadsheets, results browsers, and
graphics. The font changes will affect both the on-screen displayed data and the printed data. The exceptions to this are the
spreadsheet and browser fonts which may be changed for on-screen display but are hard-wired for printing purposes.
If the font data has be set to some unusual settings, then the user can click the Reset All Fonts to Program Defaults button
to restore the fonts to what is normally expected for the RISA program.
Printing Preferences
The printing preferences are straightforward. See Printing for more information.
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Customizing RISA
Preferred orientation for graphics – Sets the default paper orientation for graphic printing.
Margins – Sets the default printing margins.
Report Preferences – Sets color or black and white options and header options.
File Preferences
The locations for data files, databases, temporary space, importing, and backing up may be specified separately by choosing
from the list.
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Path and current setting – For each file type in the list the current setting is displayed. Click the drop down list to view
different file types. Click the browse button to choose a different location.
General Reference Manual
25
Design Optimization
Design Optimization
RISAFoundation will optimize Concrete beams and slab reinforcement. The criteria used for this optimization are the
selected design code and the Design Rules assigned to the beam or slab design strip/cut.
The Member Design Rules Spreadsheet records the parameters for the optimization. Optimization is performed for
minimum weight, taking into consideration any depth, width, rebar limitations, etc. Note that the design rules input is one
large spreadsheet, thus all of your design rules will be in the same place. Note that the dimensional rules and the
reinforcement rules are all a separate entity. They have no interaction with each other in the program. They are simply all
input into the same location. For example, your minimum member width rules will not be influenced by concrete beam
reinforcement rules.
You can assign the design rules graphically as you draw beams and design strips or later as a modification. Design rules for
slab design cuts may only be applied via the Design Cuts Spreadsheet. See Modifying Beam Properties, Slabs - Design
Strips, and Slabs - Design Cuts for more information.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keyword:
Redesign.
Design Rules - General
You must assign a unique Label to the design rules. You then refer to the design rule by its label when assigning it to slabs or
beams. The Label column is displayed on all tabs of the spreadsheet.
Max Bending and Shear Check
Enter the maximum bending and shear unity checks in the Max Bending Chk and Max Shear Chk columns of the
spreadsheet. This should usually be specified as '1'. If you desire a larger factor of safety, provide a lower factor (i.e. '0.95').
Concrete Cover
The last two columns, Top Cover and Bottom Cover, are used to specify the clear cover measured to the slab or beam
flexural reinforcing steel. The units are listed in the column headers. Note that Side Cover will be entered on the subsequent
tabs of the spreadsheet.
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Design Rules - Beam Rebar
Flexural Bars
Use the Min Flex Bar and Max Flex Bar columns to restrict bar sizes for your beam flexural reinforcing. Currently we
support the ASTM A615 (imperial) and ASTM A615M ("hard" metric, i.e. #8M is an 8mm bar) reinforcement
standards. You may specify your rebar set in the Global Parameters - Design. You can force the program to analyze one bar
size by setting the Min and Max values to be the same bar size.
Shear Ties
Use the Shear Bar column to enter the size of your shear ties. Currently we support the ASTM A615 (imperial) and ASTM
A615M ("hard" metric, i.e. #8M is an 8mm bar) reinforcement standards. You may specify your rebar set in the Global
Parameters - Design.
Use the Legs per Stirrup column to enter the specific information about how may legs each of your shear ties is expected to
have.
Side Cover
The last column, Side Cover, is used to specify the clear cover measured to the shear reinforcing. The units are listed in the
column header.
Design Rules - Slab Rebar
Rebar Sizes
The Top Bar and Bottom Bar columns register the flexural reinforcement bar sizes that are to be used in the footing design.
Currently we support the ASTM A615 (imperial), ASTM A615M ("hard" metric, i.e. #8M is an 8mm bar) and CSA G30.18
(canadian) reinforcement standards. You may specify your rebar set in the Global Parameters - Design.
Rebar Spacing
The Max Top Bar Spacing, Min Top Bar Spacing, Max Bot Bar Spacing, and Min Bot Bar Spacing columns are used to
set the maximum and minimum bar spacing for the top and bottom slab flexural reinforcement. The units are listed in the
column headers.
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Design Optimization
The Spacing Increment column sets the rebar spacing increment that will be used by RISAFoundation when analyzing
various rebar layouts between the maximum and minimum bar spacing set in the previous columns. The units are listed in the
column header.
Side Cover
The Side Cover column is used to specify the clear cover from the edge of a design strip or cut measured to the nearest slab
flexural bar. The units are listed in the column header. Note that this entry should probably be '0' for design strips or cuts that
do not extend to the edges of a slab provided that they are not directly adjacent to another design strip or cut with a side cover
greater than '0'.
Rebar Options
The last column allows the user to place their slab reinforcement at the mid-depth of the slab, force it to be placed at the top
and bottom, or to be optimized by the program solution.
Design Rules - Footing/Pile Cap Rebar
Rebar Sizes
The Top Bar and Bottom Bar columns register the flexural reinforcement bar sizes that are to be used in the footing design.
Currently we support the ASTM A615 (imperial), ASTM A615M ("hard" metric, i.e. #8M is an 8mm bar) and CSA G30.18
(canadian) reinforcement standards. You may specify your rebar set in the Global Parameters - Design.
Design Rules - Pedestal Rebar
Rebar Sizes
The Top Bar and Bottom Bar columns register the flexural reinforcement bar sizes that are to be used in the footing design.
Currently we support the ASTM A615 (imperial), ASTM A615M ("hard" metric, i.e. #8M is an 8mm bar) and CSA G30.18
(canadian) reinforcement standards. You may specify your rebar set in the Global Parameters - Design.
Pedestal Bar Cover
The last column, Pedestal Bar Cover, is used to specify the clear cover measured to the shear reinforcing. The units are
listed in the column header.
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DXF Files
DXF Files
RISAFoundation provides the ability to export a drawing of your foundation plan (with footing and beam schedules), Footing
Details or Slab Reinforcing to a DXF file.
ExportingFoundation Plan Drawing
Only the joint, member, wall and element geometry will be translated and used to create an ASCII DXF file. Any other
information such as the boundary conditions, loads, etc. will not be translated at this time. You have several options
available for controlling how DXF files are exported as follows:
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: DXF
Foundation.
DXF Units
Select the units you desire the CAD model to be created in. The options for the DXF units are none, inches, feet, mm, cm,
and meters.
CAD Scale
Enter the scale factor that will cause the full scale RISA model to be scaled up or down to the desired drawing scale. For
example, if you created a full scale model that you wanted scaled down to 1/4"=12", the factor would be 0.020833, which is
(.25/12).
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DXF Files
Standoff Distance
Enter the distance you wish to have the line entities “stand off” from the joints to which they are attached. The standoff
distance is measured along the axis of the line. The distance will be in the DXF units, which is defined below. The distance
will be used as entered and will not be scaled by the CAD Scale factor.
Note that if you create a DXF file with a non-zero standoff distance, it will be difficult to use the file for model geometry if
you read the file back into RISA. (If you read such a file back in, you will end up with multiple joints at each member
endpoint which will separated by the standoff distance)
Grid Bubbles
You can export the project grid bubbles either as Circles or Hexagons.
DXF Layer Options
These controls allow you to customize the layer names in the DXF output of your Foundation Plan Drawing.
The program will add a prefix to each section set layer to designate what type of material that section is. The prefixes are as
follows:
Exporting Foundation Plot Plans
Once you have all these parameters set, press OK and the program will export a plan view of the foundation model, complete
with slabs, footings, grade beams, pedestals, piles and pile caps. These come built in with footing, pedestal, pile and pile cap
schedules. Slab reinforcement can be found in the slab reinforcing details below.
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DXF Files
Exporting Slab Reinforcing Details
The program can export a schedule of the horizontal and vertical slab reinforcing details. Here is an example of the horizontal
slab reinforcing details.
Exporting Footing Details
The program can export a sketch of each designed footing. The sketch will show a reinforcement plan, an elevation view and
a pedestal reinforcement plan.
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DXF Files
Exporting Pedestal Details
The program can export a sketch of each designed pedestal. The sketch will show the reinforcement, a plan view and an
elevation view.
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Exporting Pile Cap Details
The program can export a detailed plans of each designed pile cap. The sketch will show a pile cap plan, reinforcement plans,
an elevation view and a pedestal reinforcement plan.
DXF Element Numbers
Different CAD packages handle ordering of geometric data in their DXF files in two basic ways.
Method 1:
Entities are written out into the DXF file based on the order in which they were created within the CAD program itself
regardless of the order in which they were selected at the time the DXF file was made. Different operations such as copying,
mirroring, arraying, etc. can produce unexpected results and it therefore becomes necessary to consult your CAD program
documentation to understand how it stores and orders the geometry that you create via these various operations.
Method 2:
Entities are written out into the DXF file based on the order in which they were selected at the time the DXF file was made.
AutoCAD is such a program. In order to control the ordering of the LINE entities, you must select the "Entities" option
under the DXFOUT command and then select the lines in the order that you want them to appear in the RISA model.
Note
•
Another option to help improve the ordering of the joints, members and elements in a model obtained from
reading in a DXF file is to sort and relabel them once in RISA.
DXF File Format
The specific DXF file that you may read and write is the ASCII Drawing eXchange Files (DXF) file. Please note that
AutoCAD has several different forms of DXF files available. ASCII is the default form and is the only form currently
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33
DXF Files
supported. The DXF read/write feature was written based on the DXF documentation for AutoCAD release 14. The feature
has been tested with AutoCAD Versions 13 and 14.
The following is a short excerpt of the AutoCAD ASCII DXF format. This information is provided to help you debug any
problems you may be having with DXF files that you are trying to read. For more complete information, consult your CAD
documentation.
General
A DXF file is composed of sections of data. Each section of data is composed of records. Each record is stored on it’s own
line. Each particular item is stored as two records, the first record is a group code and the second record is the data or a
keyword. RISA only reads the ENTITIES section.
Group Codes
Each 2 record item start with an integer group code. RISA recognizes the following group codes:
Group Code
Description
0
Identifies the following overall
keywords: SECTION, ENDSEC, and
EOF. Within the ENTITIES section it
also identifies POINT, LINE, and
3DFACE.
2
Identifies a section name (I.e.,
ENTITIES)
8
Identifies a layer name.
10, 11, 12, 13
Identifies the X coordinate of the 1st,
2nd, 3rd and 4th points of an item.
20, 21, 22, 23
Identifies the Y coordinate of the 1st,
2nd, 3rd and 4th points of an item.
30, 31, 32, 33
Identifies the Z coordinate of the 1st,
2nd, 3rd and 4th points of an item.
First and Last Records for a DXF file
Each DXF file must start with the first record as the group code “0”. The 2nd record must be the keyword “SECTION”.
Each DXF file must have the 2nd to last record as the group code “0". The last record must be the keyword “EOF”.
Entities Section
The ENTITIES section will be identified by a group code of “0”, followed in the next record by the keyword “SECTION”.
The next record will be the group code 2, followed in the next record by the keyword “ENTITIES”.
Item Formats within the ENTITIES Section
The POINT format is started by a group code of “0” followed by the keyword “POINT”. The layer name for the POINT will
start with a group code record of 8, followed by a record with the actual layer name.
The coordinates for the point will be started by the 10, 20, and 30 group codes respectively for the X, Y, and Z coordinates.
Other group codes and data may be present within the POINT data but these will be ignored.
The LINE format is started by a group code of “0” followed by the keyword “LINE”. The layer name for the LINE will start
with a group code record of 8, followed by a record with the actual layer name.
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DXF Files
The coordinates for the first point will be started by the 10, 20, and 30 group codes respectively for the X, Y, and Z
coordinates. The coordinates for the second point will be started by the 11, 21, and 31 group codes respectively for the X, Y,
and Z coordinates. Other group codes and data may be present within the LINE data but these will be ignored by RISA-.
The 3DFACE format is started by a group code of “0” followed by the keyword “3DFACE”. The layer name for the
3DFACE will start with a group code record of 8, followed by a record with the actual layer name.
The X, Y, and Z coordinates for the 1st through 4th points will be started by the 10, 20, and 30 through 14, 24, and 34 group
codes respectively. Other group codes and data may be present within the 3DFACE data but these will be ignored.
AutoCAD Layer Names
The only valid characters in an AutoCAD layer name are the letters A to Z, the numbers 0 to 9, and the three following
characters: the dollar sign “$”, the underscore “_”, and the dash “-”.
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35
File Operations
File Operations
You may create, save, and recall files from the File Menu or from the toolbar buttons just beneath the menu on the RISA
Toolbar. Importing and exporting other file types may also be accomplished from the File Menu.
Starting Off
When you open the program or start a new model you are presented with the following options: Draw Beams, Draw
Retaining Walls, Draw Slabs, Generate a Modeland Go to the File Open Dialog
The first group of options is to help you to create a new model by drawing members or plates or by generating with a
template drawing beams, walls or slabs or by using a template to start your model. The second group of options helps you
open existing files by showing you the most recent files or letting you find the model you want in the Open File Dialog.
Creating a New Model
•
On the RISA toolbar click the New Model
button. You will be prompted to 'Save' if you have made changes
to the current model that have not yet been saved.
Opening an Existing Model
1.
2.
3.
4.
On the RISA toolbar click the Open File
button.
In the Look In field click the drive, folder, or location that contains the file.
In the folder list, double-click the folders until you open the folder that contains the file you want.
Double-click the file you want to open.
Tip
•
To open a model you have used recently, click the File Menu and select from the file names at the bottom of the
menu.
Saving a New Untitled Model
1.
2.
On the RISA toolbar click the Save Model
button.
To save the model in a different folder, click a different drive in the Save in field, or double-click a different folder in
3.
4.
button.
the folder list. To save the model in a new folder click the Create New Folder
In the File name field type a name for the document. You can use long, descriptive filenames if you want.
Click Save.
Saving an Existing Model
1.
On the RISA toolbar click the Save Model
button.
Automatic Backup
RISAFoundation provides an automatic backup system for systematically backing up your model data. The purpose of this
save file is to provide a means for you to recover your data in the event RISAFoundation terminates abnormally. As you
work within RISAFoundation data is stored in a file called "__FNDAUTO.TMP". When you exit the program normally, this
file is renamed to “__FNDAUTO.BAK”.
By default, this automatic save operation takes place every 15 minutes, but you can alter the timing and location with the
Preferences option on the Tools Menu.
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RISAFoundation v4
File Operations
If RISAFoundation does terminate abnormally, the next time you start the program this message will appear:
If this message appears and you answer "Yes", the data from the last backup of the previous session will be reloaded. If you
answer "No", the backup data will be deleted and a new backup file will be started.
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37
Footings - Results
Footings - Design
Footing General Properties
The General tab contains material properties and other specific toggles.
Reinforcement Ratios
Acceptable steel ratios are controlled by ACI 318-11 section 7.12.2.1 which stipulates that the minimum steel ratio for Grade
40 or 50 steel is .0020. For Grade 60 the ratio is 0.0018. The ratio cannot be less than 0.0014 for any grade of steel. Please
keep in mind that section 7.12 explicitly states “gross concrete area” is to be used.
In addition, the codes limit the maximum steel that can be used. The 1995 code and 1999 code limit the steel ratio to 75% of
the balanced condition. The 2002 and newer codex instead limit the minimum strain on the reinforcing steel to 0.004.
RISAFoundation enforces these conditions depending on the code you specify.
Material
This allows you to define the material from the Materials spreadsheet.
Design Rules
This allows you to define the design rule from the Design Rules spreadsheet.
Force Bars to be Equally Spaced
Checking the Equal Bar Spacing option allows you to indicate that you do not want to specify banded reinforcement. If you
check this box, RISAFoundation will determine the tightest spacing required per ACI 318-11 section 15.4.4 and then use that
spacing throughout the footing.
Enveloping Multiple Footing Designs
Checking the box in the Group Design column will cause all footings assigned to the current footing definition to use the
same final size. The largest required size within the group of footings will be used for all footings within the group. The
maximum required reinforcement for the footings and pedestals will also be enveloped.
Concrete Bearing Check
Checking the box in the Concrete Bearing column will force the program to check the concrete bearing failure between the
footing and pedestal.
Footing Geometry
The Geometry tab contains the basic information that will control the size and thickness of the footing.
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Footings - Results
These parameters define the minimum and maximum length, width and thickness for the footing. When RISAFoundation
sizes the footing, it optimizes for the smallest footing that fits within the parameters and does not exceed the allowable soil
bearing pressure. RISAFoundation favors footings with the lowest length/width ratio (as close to a square as possible).
If you are investigating an existing footing size that you don't want RISAFoundation to change, you may either specify the
same maximum and minimum length, width and/or thickness OR specify the maximum values and set the design increments
to zero.
Force Footing to be Square
Checking the box in the Force Square column will restrict the design to square footings only.
Force Top Bars
The Force Top Bars option allows the user to to indicate that top bars are required for this footing even for cases where the
footing does not experience significant uplift or negative moment. One reason for checking this box would be to spread out
the Temperature / Shrinkage reinforcement betwee the top and bottom layers of steel.
Footing Pedestal
The Pedestal tab contains the basic information that will control the width and height of the pedestal. It will also control the
location of the pedestal within of the footing if you have an eccentric footing.
The pedestal dimensions are entered in these fields. The x dim (px) and z dim (px) values are the pedestal dimensions parallel
to the local x and z axes, respectively. The height is the distance from the upper surface of the footing to the top of the
pedestal. The pedestal location may be controlled in the Boundaries and Eccentricities section discussed below.
Boundaries and Eccentricities
When specifying an eccentric pedestal the eX and eZ values are the offsets from the center of the footing in the local X and Z
directions, respectively. These values may be either positive or negative.
You may use the BLx or BLz entries to set boundary lines for the footing in one or two directions or you may specify the
pedestal eccentricity from the centroid of the footing. If you set boundary lines, RISAFoundation will keep the sides of the
footing from violating the boundary. These values may be either positive or negative.
Soil Properties
The Soil Properties tab contains the basic information related to design for soil bearing.
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Footings - Results
Soil Bearing
In RISAFoundation, the Allowable Soil Bearing values and the Gross vs Net bearing designation is controlled by the Soil
Region.
Overburden
Overburden is the weight of soil or other dead loads (e.g. pavement) which exist above the footing in its final (constructed)
condition. RISAFoundation applies the overburden pressure uniformly on the footing, except for at the pedestal. The
overburden is automatically included in the DL category for service load combinations. Typically it is not included in the
design combinations.
Passive Resistance of Soil
For additional sliding resistance you may enter the passive resistance of the soil as a lump sum value. RISAFoundation
applies this value in both directions.
Coefficient of Friction
RISAFoundation multiplies this coefficient of friction by the total vertical forces to determine the soil sliding resistance.
Local Axes
The “A,B,C,D” notation provides a local reference system for the footing. The local z axis is defined as positive from B
towards A, and the local x axis is defined as positive from D towards A. The origin for the local axes is the geometric center
of the footing.
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Footings - Results
It is important to realize that the local footing axes do NOT necessarily correspond to the Global axis of the RISA model or
the local axis of the column member.
Limitations
Non-Linear Effects
The Joint Reaction results can differ from the design results used for the OTM safety factor calculation. The reason for this is
that the OTM safety factor needs to determine whether each component (P, V, or M) of each load creates a stabilizing or destabilizing moment.
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41
Footings - Combined
Footings - Combined
One of the strengths of the RISAFoundation program is the ability to easily create and design combined footings. There are
many different types of combined foundations. Therefore, this discussion is meant only to address the basic cases. However,
the principals discussed here are valid for more complex arrangements as well.
Strap Footings
One of the most common types of spread footings is the simple case of multiple spread footings that are connected together
with a grade beam. The beam allows the two footings to share the load between them based on their relative stiffness and the
stiffness of the connecting beam. A simple example of a Strap Footing is shown below:
It's important to realize that each footing will still be designed as a single spread footing. It's just that the presence of the
grade beam allows a re-distribution of the forces between the footings that can result in a more economical foundation. Refer
to the sections on individual footing design and on Footing Design Results for more information. Refer to the Soil Parameters
section for more information about how the program is using the soil parameters to assign vertical and rotational springs to
the individual footing supports.
Using Slab Foundations to Model Combined Foundations
Rather than using a grade beam or strap beam to connect two individual footing together, it may be preferable to use less
forming and pour a small mat foundation. While many folks would refer to these types of foundations as combined footings,
the program will treat them as small mat foundations.
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Footings - Combined
Because they are treated as mat foundations you will have to specify Design Strips or Design Cuts to get you reinforcement
design. In addition, the program will not automatically calculate some of the more advanced footing results such as
Overturning and Sliding Safety Factors. See the sections on Slab Design and on Design Tools for more information.
Wall Footings
Please see the Modeling Tips topic for more information on how to model a wall footing.
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43
Footings - Results
Footing Results
Upon completion of the analysis and footing design the results are presented in results spreadsheets and a detail report for
each footing. The detail report may be may customize and printed. You may choose which sections you wish to view or print
by clicking the Report Options button. The results sections are shown below.
You can control what information is included in the detail report by clicking the Report Options button at the top of the detail
report. Available report sections are listed for you to check those that you wish to include.
Solution Methodology
It is important to note that if the location of the load resultant is not within the foot print of the footing then the footing is
unstable. In this instance the user is warned of the instability which must be corrected by increasing the footing size or
overturning resisting force.
The method RISAFoundation utilizes to obtain the soil pressure distribution provides an exact solution. RISAFoundation
assumes the footing behaves as a rigid body and satisfies equilibrium equations. The contribution of the soil to the above
equations is determined through direct integration.
The calculation of the soil bearing profile for a two way (biaxial) load state is the most complex calculation RISAFoundation
makes. The soil is considered to resist compression only. If uplift is present, RISAFoundation allows that part of the soil to
“let go”, so no soil tension is ever part of the soil bearing solution.
Soil bearing controls the plan dimensions of the footing; i.e. the footing is sized such that the actual maximum soil bearing
pressure does not exceed the user defined allowable soil bearing. The calculations use the service load combinations only.
When and allowable bearing increase factor is specified, the allowable soil bearing is scaled up by the factor (ABIF),
typically a 1/3 increase.
Once the soil stress distribution has been solved, the load on the footing is known at every point. Direct integration on the
contributing portion of the soil stress provides the shears and moments at the lines of interest. See the Results section for
more information on the calculations that RISAFoundation performs.
Sketch and Details
RISAFoundation will optimize the dimensions of the footing for optimum concrete volume. The final footing geometry is
presented in tabular form within Footing Results spreadsheet and graphically in the Footing detail report. The orientation of
the footing is based on the footing's local x and z axes, respectively.
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Footing Sketch
The detail report presents a sketch of the footing with dimensions (using the A,B,C,D reference system discussed in the
geometry section).
Footing Details
Footing details, shown below, may be included in the report. The details may also be exported to a DXF CAD file using the
Export option on the File menu.
You may export the footing details to a DXF file for use in your CAD drawings.
Soil Bearing Results
RISAFoundation displays the Soil Bearing check in a spreadsheet format on the Code Checks tab of the Footing results
spreadsheet. The RISAFoundation detail report presents the soil bearing results for all service combinations. A soil bearing
contour plot for each combination can also be displayed.
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45
Footings - Results
RISAFoundation displays color contoured images of the soil bearing profile along with the bearing pressure magnitudes at
each footing corner (QA through QD). Also provided is the location of the neutral axis (the line between compressive stress
and no stress due to uplift). The location is given by NAX and NAZ values. These are the distances from the maximum stress
corner to the neutral axis in the X and Z directions respectively.
Footing Flexure Design
The flexural design results include the maximum moment and required steel for each direction for each design load
combination. The controlling required steel values are highlighted. This information is reported in the Forces and Steel tabs
of the Footing Results spreadsheet and also from within the Footing Detail report. The direction of the xx and zz moments is
based on the orientation of the footing and the footing's local x and z axes, respectively.
Minimum flexural steel is listed here (along with temperature and shrinkage minimum) even though temperature and
shrinkage or 4/3 As_required will normally control the design of the footing steel.
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RISAFoundation v4
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To select the required flexural reinforcing steel for the footing, RISAFoundation considers moments at the face of the
pedestal on all four sides. The soil bearing profile from the edge of the footing to the face of the pedestal is integrated to
obtain its volume and centroid, which are in turn used to calculate the moments and shears. This moment is then used to
calculate the required steel using standard flexural methods.
RISAFoundation reports the reinforcing steel as a total required area for each direction. ACI 318 also requires that short
direction reinforcing in a rectangular footing be concentrated under the pedestal (this is referred to as banding), per the
requirements of Section 15.4.4. RISAFoundation will report the proper steel distribution for this circumstance.
The minimum steel required for the footing is maintained based on the ratio entered on the General Tab of the Footing
Definitions spreadsheet. ACI 318 stipulates that the minimum steel ratio for Grade 40 or 50 steel is .0020. For Grade 60 the
ratio is .0018. This ratio cannot be less than .0014 for any grade of steel and RISAFoundation will check this.
Top reinforcing may be required when the footing goes into partial uplift resulting in a negative moment due to soil
overburden and footing self weight. When this happens, RISAFoundation will first check to see if the plain (unreinforced)
concrete section is sufficient to resist the negative moment per chapter 22 of ACI 318. If not, then top reinforcing will be
provided. The Load Combination shown under "Categories and Factors" shows (in parentheses) the controlling Z direction,
then the controlling X direction for Top bar design.
Footing Shear Check
An important part of footing design is insuring the footing can adequately resist the shearing stresses. Shear checks for each
design combination are shown below. RISAFoundation checks punching shear as well as one way (beam) shear in each
direction. The capacity and shear check results are presented, both as ultimate shear and as demand vs. capacity ratios where
the actual shear is divided by the available shear capacity, thus any ratio above 1.0 would represent failure.
This information is displayed on the Forces tab of the Footing results spreadsheet also from within the Footing Detail report.
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Footings - Results
One-way and two-way shear are checked per ACI 318-11 Section 15.5. RISAFoundation checks shear assuming only the
concrete resists the applied shear; the contribution of the reinforcing steel to shear resistance is ignored. Two-way punching
shear checks for the pedestal are reported on the Pedestal tab of the footing results spreadsheet.
One way shear is calculated for a “cut” through the footing a distance “d” from the face of the footing, where “d” is the
distance from the top of the footing to the centerline of the reinforcing steel. For RISAFoundation, the “d” distance value is
equal to the footing thickness minus the rebar cover and one bar diameter (we do not know how the r/f is placed so we use
the interface between the bars in each direction. The soil bearing profile from the edge of the footing to the cut location is
integrated to obtain the total shearing force that must be resisted by the concrete. This is done for both directions (width cut
and length cut) on both sides of the pedestal for a total of four one way shear calculations.
Pedestal Design
RISAFoundation will design the longitudinal and shear reinforcement for rectangular pedestals. This information is presented
in tabular form within Footing Results spreadsheet and graphically in the Footing detail report.
Pedestal Flexure
For flexure RISAFoundation uses a rectangular stress block. For biaxial bending situations the load contour method is used.
RISAFoundation does not account for slenderness effects.
For flexure design RISAFoundation presents the required longitudinal reinforcement assuming an equal distribution of bars
around the perimeter of the pedestal. Supporting information includes the axial and bending contributions to resistance Pn,
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Mnx and Mnz. The total factored axial and bending loads Pu, Mux and Muz are also listed. The contour method beta factor
and Mnox and Mnoz are given, the moments representing the nominal uniaxial bending capacity at the axial load Pn. Finally,
the Phi factor and the resulting unity check (demand vs. capacity) ratio is given.
For vertical reinforcing design, note that RISAFoundation will meet the provisions of the ACI code in section 15.8.2.1 that
states that in pedestals you must have a minimum reinforcement of 0.5% of the pedestal cross section.
Pedestal Shear
For shear design in either direction RISAFoundation presents the required tie spacing. Also given are the concrete and steel
contributions to resisting shear Vc and Vs. The total factored load Vu is listed. Finally, the Phi factor and the resulting
demand vs. capacity ratios are given.
Pedestal Punching Shear
Punching shear is calculated for a perimeter a distance d/2 from the pedestal all the way around the pedestal. The soil bearing
profile is integrated, minus the volume bounded by this perimeter, to obtain the total punching force to be resisted. For cases
where the pedestal is near a corner of the footing, RISAFoundation considers the punching perimeter to extend out to the
footing edge if the pedestal is within a distance d from the edge of the footing.
RISAFoundation presents the Vu and Vc values for punching and both one way shears as well as the shear demand vs.
capacity ratio. So as long as this ratio is less than 1.0 the footing is adequate for shear. The Forces tab of the Footings
spreadsheet gives the two way and one way shear capacities in tabular form.
Stability Results
RISAFoundation will check the stability results for overturning and sliding. This information is presented in tabular form
within Footing Results spreadsheet and graphically in the Footing detail report.
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Footings - Results
Overturning Check
Overturning calculations are presented as shown in the figure above. For all service combinations both the overturning
moments and the stabilizing moments are given along with the calculated safety factor.
Overturning moments are those applied moments, shears, and uplift forces that seek to cause the footing to become unstable
and turn over. Resisting moments are those moments that resist overturning and seek to stabilize the footing. The overturning
safety factor (OSF) is the sum of resisting moments divided by the sum of overturning moments. Most codes require that this
factor be greater than 1.5. Overturning safety factor calculations are based on the service load combinations only and are
calculated in both the X and Z directions.
Overturning results from applied moments and applied shears and the summation of all these forces becomes the overall
“overturning moment”.
Note
•
•
The OSF is calculated separately in both the X and Z directions as: resisting moment / overturning moment.
Overturning is evaluated about all edges of the footing and the worst case in each direction is reported.
The width and length of the footing are not increased or optimized to prevent the stability checks from violating
the required overturning or sliding safety factors entered by the user.
Sliding Check
RISAFoundation provides sliding checks for all of the service combinations.
The applied forces and the resisting forces, due to friction and passive soil resistance, are calculated and displayed. The final
result is a sliding ratio of resistance vs. applied force that indicates a footing susceptible to sliding when the ratio is less than
1.0.
Concrete Bearing Check
The concrete bearing and demand /capacity ratios for each design combination are presented.
IMPORTANT: These concrete bearing checks are only based on the vertical applied loads, i.e. bending effects that increase
or decrease bearing area and pressure are not considered.
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RISAFoundation v4
Footings - Results
The concrete bearing check in RISAFoundation checks whether the footing concrete is adequate to resist in bearing the
vertical loads imposed on the pedestal. These calculations are per Section 10.14 of the ACI 318-11 code. The results are
presented as the demand vs. capacity ratio.
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Footing Stability & Overturning
Footing Stability & Overturning Calcs
Calculation of OTM Stability Ratio
One of the important results from any footing analysis is a ratio of the stabilizing moments to the de-stabilizing moments.
This is referred to as the Stability Ratio or the Safety Factor for overturning. RISAFoot calculates this value differently than
the way many engineers would traditionally approach a hand calculation. The RISA method is a bit more complicated, but
will provide a more realistic representation of the true safety factor versus overturning whenever uplift loads are present. A
comparison of the two methods is provided below.
The overturning safety factor (OSF) is the sum of resisting moments divided by the sum of overturning moments. Most codes
require that this factor be greater than 1.5. Overturning safety factor calculations are based on the service load combinations
only and are calculated in both the X and Z directions.
Traditional / Simplistic OTM Calculation
Most hand calculations are done on the assumption that all vertical loads are stabilizing loads that are only capable of
producing a stabilizing moment whereas all lateral shear and moments will act to de-stabilize the structure. As an example
consider the case where you have the following Loads applied to a 4x4 footing with a pedestd266al that extends 2 ft above
the bottom of the footing.
Force Effect
Axial
Shear
Dead
Load
25 kips
0
Wind Load
+/- 10 kips
5 kips
In the traditional method, the axial forces are combined together to form a total vertical load. Since the TOTAL EFFECT of
the axial loads is considered a stabilizing effect the resisting moment is considered to be P*L/2. Since the only de-stabilizing
effect is assumed to be the shear force the de-stabilizing moment would be calculated as V*H. These calculations are
summarized in the table below.
Wind
Effect
Downward
Uplift
Stabilizing DeStabilizing
Moment
70 k-ft
30 k-ft
Moment
10 k-ft
10 k-ft
OTM
Safety Factor
7.0
3.0
True Safety Factor Method (used by RISAFoot)
The True Safety Factor method used by RISAFoot involves taking a look at EVERY component of every load and deciding
whether it has a stabilizing or a de-stabilizing effect. Overturning moments are those applied moments, shears, and uplift
forces that seek to cause the footing to become unstable and turn over. Resisting moments are those moments that resist
overturning and seek to stabilize the footing. These overturning checks are performed for overturning about each edge of the
footing. This is important for footings with eccentric pedestals where the vertical loads will have different stabilizing effects
for each face.
By summing up all the resisting moments and comparing them to the sum of all the overturning moments we get a better
sense of the true tendency of the structure to overturn. Taking the example listed above, it is clear that when the wind forces
act in compression, the two method will produce identical results. That means that if the Wind shear is increased by a factor
of 7.0, then the footing would be in net overturning.
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Footing Stability & Overturning
However, the stabilizing moment in the uplift case would be viewed as the FULL dead load * L/2 rather than the reduced
axial load used in the traditional method. Similarly, the de-stabilizing load would be viewed as the sum of the moments about
the edge of the footing. This includes the de-stabilizing effect of the wind uplift and is equal to P_wind* L/2 + V*H.
The OTM Safety Factor calculations for the True Safety Factor Method are summarized in the table below:
Wind
Effect
Downward
Uplift
Stabilizing DeStabilizing
Moment
70 k-ft
50 k-ft
Moment
10 k-ft
30 k-ft
OTM
Safety Factor
7.0
1.67
Comparing the Two Methods
Which is a more accurate representation of the safety factor of stability ratio for the uplift case? The best way to judge this is
to multiple the wind load by a factor equal to the Safety factor and to see if the footing still works. If the wind effects (shear
and uplift) are multiplied by a factor of 3.0 as given by the traditional method, then the footing will be unstable due to net
uplift and net overturning. The Safety Factor would be calculated a negative value which has little physical meaning. If the
wind effects (shear and uplift) are multiplied by a factor of 1.67 as given by the True Safety Factor method, then the
stabilizing moment will equal the de-stabilizing moment and the safety factor becomes 1.0 as predicted.
Calculation of Moment and Shear Demand for Unstable Footings
Older versions of the program could not handle situations where the Ultimate Level load combinations resulted in net
overturning of the Footing. This is because the previous versions always relied on the soil bearing pressure calculations to
derive the moment and shear demand in the footing. For net overturning cases, the current version of the program assumes
that the design shear and moment can be based on the total vertical load and the net eccentricity of that load.
In these cases, where the resultant is off the footing, the design shear force in the footing will be constant equal to the net
resultant minus any effects of self weight or over burden. Also, the basis for the design moment at the face of the pedestal
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Footing Stability & Overturning
will be the load resultant times the distance from the resultant to the face of the pedestal. Any negative moment effect due to
the self weight of the footing slab and overburden would be subtracted out when determining the final design moment.
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RISAFoundation v4
Generation
Generation
Circular Slab Generator
The circular slab generator allows users to quickly lay out a circular mat slab for design. There are also circular line and area
load generation capabilities that allow you to automatically create typical loading for round structures; tanks for example.
The polar origin defines the center coordinates of the slab. The inner radius, outer radius, thickness and material for the slab
are also defined here.
The load generation information allows you to input the load category, the magnitude and the geometry of the loading.
Note:
•
The program creates interior nodes in the slab for application of line and area loads. These nodes can be manipulated
for line loads in the Line Loads spreadsheet. The generated Area Loads need to be deleted and redrawn to manipulate.
There is also a design strip generator that allows you to define a strip over the entire slab in either of the global axes and also
choose the design rule that defines the reinforcement for these strips.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords:
Circular Slab Generator.
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55
Global Parameters
Global Parameters
The Global Parameters Dialog, accessed through the Options Menu, is used to define information that influences the
model and its solution in an overall (global) manner. You may save any of the information as the default setting so that when
you start a new model that information is already there. To do this, simply enter the information that you want to save and
click the Save as Defaults button.
Description
The entries under the Description tab are used to enter descriptive information such as a title for the particular model being
defined, the name of the designer and a job number. The title may then be printed at the top of each sheet of the output, and
on the graphic plot of the model. Note that for any of these tabs, you can click on Save as Defaults and then your settings
will be saved the next time you open the program.
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Global Parameters
Solution
The entries under the Solution tab are used to control settings that affect the general solution of the model.
Number of Sections controls how many places you receive reported beam force, stress, and deflection results. This only
affects the amount of data displayed in the results spreadsheets, and has no effect on the solution of the model or the code
checks. See Printing and Member Results for more information.
Number of Internal Sections controls how many places along each beam the software calculates and stores results such as
deflections and code checks. The beam force diagrams displayed in the model view and the detail plot are also drawn from
these results. Increasing this value means that the program will make more "cuts" along the beam's length, which means it is
more likely to hit the theoretical maximum and minimum values for code checks.
Note:
•
Number of Sections cannot exceed 20. Also, Number of Internal Sections cannot be less than twice the Number of
Sections. If unacceptable values are entered for either of these fields the program will automatically reset them to
acceptable values.
The Subgrade Modulus is used to set the default Subgrade Modulus magnitude in the model. If you have regions of varying
soils, you can manually draw soil regions with the Draw Soil Regions tool. For additional advice on this topic, please see the
RISA News website: www.risanews.com. Type in Search keywords: Varying Soil.
The Allowable Bearing is used to set the default Allowable Bearing Pressure magnitude in the model. If you have regions of
varying soils, you can manually draw soil regions with the Draw Soil Regions tool. For additional advice on this topic, please
see the RISA News website: www.risanews.com. Type in Search keywords: Varying Soil.
Note:
•
This is taken as a Net Allowable value for Spread Footings, and as a Gross Allowable value for all other foundation
elements (slabs, retaining walls, etc). For more information see the Soils topic.
The Mesh Size is used to control the coarseness or fineness of the slab mesh when RISA auto-meshes slabs during solution.
The Maximum Iterations defines the maximum number of iterations the program will undergo for tension and compression
springs in a model. Soil regions are always modeled as compression springs, but piles may be tension springs, compression
springs or both. In the first iteration the program assumes a compression spring for every support node in the model. The
program then checks the forces (tension or compression) in these springs against the soil moduli or pile stiffness. Soil springs
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Global Parameters
have no tension stiffness, and piles may or may not have tension stiffness. If a support location sees tension, then the springs
in this location are switched to tension springs of the appropriate capacity. Soil springs will have a tension stiffness of zero
and piles will have a stiffness defined in the Pile Definitions spreadsheet. At this point the model is re-run for its second
iteration. The model is then checked again to make sure that tension springs are in tension and compression springs are in
compression. If so, the solution is stopped. If not, the springs are updated to the proper tension or compression designation
and the model is re-run again. At least 3 iterations are required to get acceptable behavior, though more may be needed in
complicated loading scenarios.
The Coefficient of Friction is used in the slab sliding check to calculate the resisting force against sliding.
The Merge Tolerance is used as the maximum distance 2 points can be apart and still be merged together. It is also used
when scanning for crossing members and for unattached joints along the spans of beams.
The Solver to be used during solution may be selected by clicking the radial button next to Standard Skyline or Sparse
Accelerated. See Solution for more information on these two options.
Design
The entries under the Design tab contain options related to the analysis and design of concrete beams.
The Shear Tie Options allow you to control the Number of Shear Regions that will be used when detailing a beam span. It
also allows you to specify the increment that you'd like the program to use when increasing or reducing the spacing of the
shear ties.
The Parme Beta Factor is used to approximate the column’s 3D interaction surface when using the PCA Load Contour
Method.
The Concrete Stress Options allow you to choose what type of stress block to consider in your analysis. The options are the
constant Rectangular Stress Block and the Parabolic Stress Block. See Parabolic vs. Rectangular Stress Blocks for more
information.
Checking the Minimum 1 Bar Dia Spacing box will allow a minimum spacing of one bar diameter between parallel
bars. Otherwise, RISA will default to a two bar diameter or one inch clear spacing, whichever is greater, to allow for lap
splices and continue to maintain adequate spacing between parallel bars. This option applies to beams only.
The Concrete Rebar Set allows you to choose from the standard ASTM A615 (imperial), ASTM A615M (metric), BS 4449
(British), prENV 10080 (Euro), CSA G30.18 (Canadian), and IS 1786 (Indian) reinforcement standards.
The Code drop down list allows you to choose the concrete design code that you would like to use.
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RISAFoundation v4
Global Parameters
•
•
•
•
The 2011, 2008, 2005, 2002 and 1999 Editions of ACI 318
The 2004 Edition of the Canadian code (CSA-A23.3)
The 2004 Edition of the Mexican code (NTC-DF)
The 2007 Edition of the Saudi Building Code (SBC 304)
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Graphic Display
Graphic Display
RISAFoundation's robust graphics make building and understanding your model much easier. You may have numerous
independent views open and active at the same time. Fast redraw times, responsive panning, true to scale rendering,
animation capabilities, and graphic editing tools all help you build and understand your model. You may draw the model and
specify loads and supports graphically. These items may be modified graphically as well. Verification of your model is made
simple with true-to-scale rendering and color coded code checks. Results such as member force diagrams, deflected shapes,
and animations may also be viewed for solved models.
Multiple Windows
You may have multiple views of the model open at the same time, each with it’s own characteristics. For example you can
simultaneously view and work with slabs in one window and footings in another. You can have multiple spreadsheets open as
well.
To Open a New View or Clone an Existing View
•
To open a new view of the model click the New View
button. Alternately, you can open a new view that is
an exact replica of the current view by clicking the Clone View
button.
Note
•
With the model view active you may then use the Window Toolbar to adjust the view of the model.
Controlling the Model View
The two main tools to help you manipulate the views of the model are the Window Toolbar and the Plot Options.
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RISAFoundation v4
Graphic Display
The Window Toolbar, discussed in this section, is the second toolbar from the top when a model view is active. You may
use these buttons to rotate the model, zoom in and out, render the model, and display common items such as point labels and
loads.
and provides
The Plot Options Dialog (See Plot Options for more information) is opened by the first toolbar button
various options not otherwise available on the toolbar. It allows you to specify how to plot points, beams, slabs, and loads
and the information that is to accompany them. The tabs across the top of the dialog break things up into basic elements to
help you find the options.
Adjusting the Viewpoint
The remaining buttons on the Window Toolbar help you change the viewpoint by rotating, snapping, and zooming the view.
You may use the scroll bars and the mouse wheel (if you have one) to pan the view.
To Rotate a View
•
•
When holding down the Shift key, the mouse wheel button can be used to dynamically rotate the structure. See
Application Interface - Dynamic Controls for more information.
To rotate a view of the model about a global axis, click any of the Rotate buttons on the Window Toolbar:
•
To snap to an isometric or planar view of the model click any of the Snap buttons on the Window Toolbar:
•
As you rotate the view, the global X-Z axis orientation is shown in the view.
Note
To Zoom In and Out
•
Use the wheel button on the mouse to dynamically zoom in or out the model view. Rotating the wheel forward
zooms in and rotating the wheel backward zooms out.
•
To zoom in towards the center of the model view click the Zoom In
button or press the + key.
•
To zoom out from the center of the model view click the Zoom Out
button or press the - key.
•
To zoom in on a specific area of the model view click the Zoom Box
zoom area by clicking and dragging with the left mouse button.
•
•
button.
To snap the model to a full model view click the Full Model View
The Function Keys, F3 and F4, are for the Zoom Previous and Zoom Next functions respectively. The system
holds a total of 10 zoom-states. The F3 or F4 keystroke moves the active pointer forward or backward on the list
of zoom states. If multiple model views are present, each window will have its own zoom list.
button and then draw a box around the
To Pan the View
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Graphic Display
•
•
Clicking and holding the mouse wheel button triggers a dynamic pan and allows the user to drag the current
model view to the limits of scroll bars.
If you do not have a mouse wheel you may drag the scroll bars and click the arrows to pan the view.
Enabling Graphic Editing
The Graphic Editing Toolbar or Drawing Toolbar may be turned on to graphically edit the model at any time and it may
be turned off to provide a larger view. See Graphic Editing for more information.
To Toggle the Graphic Editing Toolbar
•
To toggle the graphic editing toolbar on or off, click the
button on the Window Toolbar.
Saving Views
Click the
button to save and recall views. If you have a view that you like to work with or have created a view that took
some time to set up, save it with this feature. All of the plot options are saved with the model for later recall. See Saving and
Retrieving Model Views for more information.
Cloning Views
You can clone a view. This allows you to preserve the original view and modify the clone. This is useful in achieving two
views that have similarities in some way.
To Clone the Model View
•
Click the Clone View
button on the Window Toolbar.
Help with the Model Views
If you click the Help
button while in a model view, the help file will open in the Controlling the Model View topic.
Displaying Loads
Use these buttons
to control the display of loads. You may display an entire load category or load
combination. The first button turns the display of loads on and off in the current view. The pull down list controls which
category or combination is shown in the view. Click the last button to choose between plotting load categories or load
combinations. More control over the display of loads is provided in the Plot Options Dialog discussed in the next section.
Toggle Buttons
The last buttons on the Window Toolbar are toggles that plot information in the current view.
Click
to toggle model rendering. See Plot Options for more information on rendering.
Click
to toggle the point labels.
Click
to toggle the beam labels on and off. If rendering is on, beam labels will not be visible.
Click
to toggle the global axes orientation on and off in the view.
Click
to turn the project grid on and off in the current view.
Click
to toggle between black and white backgrounds.
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Graphic Display
Depth Effect
Right click in the model view and click Depth Effect on the Shortcut Menu to access the depth effect options. Depth effect
is used to increase or decrease the "depth" effect of the plot. Increasing the depth effect causes points farther away from the
screen to converge towards a vanishing point, giving the image a more realistic three-dimensional appearance. Removing the
depth effect causes the vanishing point to become infinity (no vanishing point). The
depth effect.
button resets the view to have no
Viewing Part of the Model
You may want to view only part of your model, especially if it is a big one. You may use the selection tools to give you the
view that you want. You can graphically unselect parts of the model that you don't wish to see, or you can use a range of
coordinates or other criteria to specify what to view. See Graphic Selection for more information.
Saving and Retrieving Model Views
You can save and recall views for a model. Saved views are model dependent so any views you save will stay with the
model. A saved view includes information such as the current view angle, zoom state, pan location, plot option settings, etc.
Saved views do NOT include the selection state for the model. You can save selection states separately. See Saving
Selections for more information.
To Save the Model View
•
•
Click the Save View
button on the Window Toolbar.
Click the Save button and enter a name and then click OK.
To Retrieve a Saved Model View
•
•
Click the Save View
button on the Window Toolbar.
From the drop down list, choose the view you wish to recall and then click the Retrieve button.
To Delete a Saved Model View
•
•
Click the Save View
button on the Window Toolbar.
From the drop down list, choose the view you wish to delete and then click the Delete button.
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Graphic Display - Plot Options
Graphic Display - Plot Options
The Window Toolbar (See Graphic Display for more information) offers some common plotting choices, but these are just a
few of the options available. Many more options are located in the Plot Options Dialog which may be accessed by clicking
button on the Window Toolbar or pressing the F2 function key.
the
The options are organized into groups of items. Access each group by clicking on the tabs along the top of the dialog box.
Some of the options are mutually exclusive and others are conditional. Typically, only one option in a vertical row may be
chosen at a time and indented options will not be applied if the heading option is not also applied.
Each of the groups presents the option to turn off those particular items in the view. This is not the same as unselecting the
items. Turning items on and off is independent from selecting and unselecting. For example if you make a selection of
members and then turn off members all together, the selection still stands for any modification applied to members.
Note
•
You may make any plot option settings the default startup settings. To do this, go through all the plot options tabs and
set all the options to what you want as the startup default. Once that is done, select the Misc tab and press the button
labeled Make Current Plot Settings the Default. Remember, this button applies to ALL tabs in the plot options
dialog.
Points/Footings
Access the plot options for Points and Footings by clicking the Plot Options
the Points/Footings tab.
button on the Window Toolbar and selecting
Checking the Show Points box will turn on the display of points in the current model view. Point labels may also be turned
on by checking the Show Labels box. Checking the Include Generated Points box will turn on the display of points
generated by the slab automeshing. Note that these will only be displayed after a solution is performed.
Checking the Show Point Supports/Springs box will turn on the display of any user entered point supports or springs in the
current model view. The magnitudes of user entered springs may be displayed by checking the Show Magnitudes box.
Checking the Include Auto Springs box will turn on the display of springs automatically generated at the meshed points of
the slab. Note that these will only be displayed after a solution is performed.
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RISAFoundation v4
Graphic Display - Plot Options
Checking the Show Footings box will turn on the display of footings in the current model view. The footings can be rendered
by checking the Rendered box. Checking the Show Local Axes box will display the local axes for each footing.
The Reactions section of this tab is used to control the display of point support, spring, footing, and beam reactions in the
current model view. Checking the Show Reactions box will turn on the display of all reactions. The magnitudes of these
reactions may be displayed by checking the Include Magnitudes box. The number of decimal places to be displayed is
controlled with the Decimal Places pull down box. The Plot Scale pull down box controls the relative scale of the reaction
arrows displayed in the model view.
Checking the Show Retaining Walls box will turn on the display of footings in the current model view. The retaining walls
can be rendered by checking the Rendered box. You can also show the Retaining Wall Label or the Local Axes from the
drop-down list.
The Combination To Use For Results Display pull down box is used to select the load combination for which the results
are displayed in the current model view. This box is available on any tab in the Global Parameters Dialog containing results
display capabilities. The selection show in this box will be the selection for the display of all results, even those whose
display is controlled on another tab.
Beams/Pedestals/Piles/Pile Caps
Access the plot options for beams/pedestals by clicking Plot Options Dialog
selecting the Beams/Pedestals tab shown below.
button on the Window Toolbar and
The Draw Beams As... section of this tab allows you to specify that beams are to be drawn as lines, or as rendered elements,
or that they are not to be shown at all. For a line draw, you can specify the color basis of the line and the line thickness.
If the Line Draw option is selected, you may include textual information alongside each beam. The Labeling drop down list
provides the choices you have as to what information will be displayed. None of these options are available if the Rendered
display option is selected.
Color Basis draws the beams using various colors to represent particular information such as material set and shape
group. The Color Basis drop down list provides the choices you have as to how the colors are to be assigned to each
member.
If the Rendered option is selected, true to scale representations of the beams will be drawn. Selecting the Percent of Length
option and a value from the drop down list will render only that percentage of the length of each beam and the left over
portions at each end will be drawn as lines. Entering a percentage of '100' will render the full length of all beams. Selecting
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Graphic Display - Plot Options
the Pullback Distance option and entering a value in the text box will render each beam with the specified length at each end
drawn as lines. Entering a length of '0' will render the full length of all beams.
The rendered option is very useful for verifying member orientations and modifying the rendering options can provide a
better understanding of intersection areas and a better view of the member cross-section.
Show Pedestal turns on the display of pedestals. If the Rendered option is selected, true to scale representations of the
pedestals will be drawn. If the Show Local Axes box is checked, the local axes of the pedestals will be displayed.
Show Piles turns on the display of individual piles. If the Rendered option is selected, true to scale representations of the
pilees will be drawn. If the Show Local Axes box is checked, the local axes of the piles will be displayed.
Show Pile Caps turns on the display of pile caps. If the Rendered option is selected, true to scale representations of the pile
caps will be drawn. If the Show Local Axes box is checked, the local axes of the pile caps will be displayed.
Slabs
Access the plot options for plates by clicking the Plot Options
tab shown below.
button on the Window Toolbar and selecting the Slabs
The Show Slabs As... section of this tab allows you to specify that slabs are to be drawn as wireframe, color filled, or
rendered elements, or that they are not to be shown at all.
When the Wireframe option is selected, you may include information on the slabs when plotted. The Labeling drop down
list provides the choices you have as to what information will be displayed on each slab, such as the slab label, material,
thickness, or the slab number. The wireframe option also allows for the display of line contours representing the force or
stress results for the slabs. Each color line represents a specific value. You must choose which load combination you want to
view in the Combination To Use For Results Display drop down list.
When the Color Filled option is selected, slabs are plotted with different colors that are mapped in a key shown in the upper
right corner of the model view. You may color the plates within a slab by material set or specify a uniform color for all
plates. You also have the option to plot the stress and force results using filled color contours where each fill color represents
a range of values. The color filled plates themselves may be presented with varying Transparency with 100%
transparency meaning completely see through and 0% indicating completely solid. You must choose which combination you
want to view.
Note
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RISAFoundation v4
Graphic Display - Plot Options
•
The transparency setting does not apply when "Contour" is selected as the color basis from the drop down list.
The Color Contours are plotted with a global smoothing algorithm that allows the contour to vary across the plates within a
slab. Because of this, the plotted contour results will differ slightly from the tabulated results in the spreadsheets. This effect
will be heightened in regions of a high rate of change such as loads or boundaries. The contours may be drawn as either lines
or as color filled areas.
The Contouring Control section determines what force or stress result is to be contoured and how the contour colors are to
be assigned. The Value drop down list is where you select the specific result to be contoured (Qx, Mx, Soil Pressure, etc.).
The Range controls determine how the contour colors are assigned. You can either contour the full range of the results by
choosing Calculated Maximum to Minimum, or, if you are only interested in a specific range of values, you can choose
User Defined and enter your own max and min values.
When the Rendered option is selected, true to scale representations of the slabs will be drawn with thickness.
Along with any of the above options you may also plot the plate Corner Forces. These are the global direction forces applied
to the corners of the plates within a slab that hold them in equilibrium. The Value drop down list is used to pick which corner
force (or moment) is to be displayed. You must choose which combination you want to view.
The Transparency setting described above for Color Filled plates also applies to Rendered plates.
Loads
Access the plot options for loads by clicking the Plot Options
tab shown below.
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button on the Window Toolbar and selecting the Loads
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Graphic Display - Plot Options
You may specify that the loads be drawn as Load Categories or Load Combinations by selecting the corresponding radio
button. The load types to be displayed can be selected by checking the corresponding boxes.
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Graphic Display - Plot Options
Once you set the plot options for loads, you may then run through all of the load categories or load combinations by choosing
them from the drop down list
on the Window Toolbar.
Deflection
Access the plot options for deflections by clicking the Plot Options
Deflection tab shown below.
button on the Window Toolbar and selecting the
In the Show Deflected Shape For... section of the tab you may specify that a deflected shape be drawn in the current model
view based on a load combination. You can control the magnification of the deflections with the Magnification Factor text
box and specify whether an undeflected shadow is to be shown by checking the Include Undeflected Shadow box. You
must choose which combination you want to view in the Combination To Use For Results Display drop down list.
To animate a particular deflected shape, first select the deflected shape (as described above) and then simply click the
Animate This Deflected Shape button. A new model view will be created with the animation. The Number of Animation
Frames drop down list allows you to specify how many frames are used in the animation to move from the undeflected state
of the model to the fully deflected state.
Note
•
The animation that is created is placed behind the original view. You may shrink the original view or use the
Window Menu to bring the animation into view.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keyword:
Deflected.
Design Strips/Cuts/Soil Regions
Access the plot options for design strips by clicking the Plot Options
Design Strips/Cuts/Soil Regions tab shown below.
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button on the Window Toolbar and selecting the
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Graphic Display - Plot Options
Checking the Show Design Strips box will turn on the display of design strips in the current model view. The Labeling drop
down list allows you to label design strips with the Label name or the Rebar call out that is being used. Checking the
Span/Rebar box toggles the graphical display of the rebar layout and you can also pick where you want the labeling to be
displayed. This is helpful in showing your reinforcing with out having your labels overlap. Checking Show Auto Cuts
toggles the display of cuts automatically made by the program during a solution.
Checking the Show Custom Design Cuts box will turn on the display of design cuts specified by the user. The Labeling
drop down list allows you to display design cuts with the Label name or the Rebar call out that is being used.
Checking the Show Soil Regions box will turn on the display of user entered soil regions in the current model view. The
Labeling pull down box can be used to turn on the display of soil region labels and to choose the labeling type. The choices
are Label, Number, and Subgrade Modulus.
The Strip Moment/Shear section of this tab controls the display of moment and shear diagrams on each design strip. Out of
Plane Moment diagrams and Out of Plane Shear diagrams can be plotted on each design strip by clicking the
corresponding radial button. The diagrams themselves may be presented with varying degrees of Transparency with 100%
transparency meaning an outline of the force diagram and 0% indicating a solidly filled diagram. The transparency is
controlled by clicking and dragging the slider bar until the desired percentage is displayed below the bar. Checking the
Magnitudes box will turn on the display of the force magnitudes corresponding to each design cut within the design strips.
The relative graphical scale of the moment and shear diagrams can be controlled by selecting a factor from the Plot Scale
drop down list.
Note
•
The Moment and Shear Diagrams that are displayed are Enveloped to capture the maximum positive and negative
force magnitudes along the length of each design strip.
Miscellaneous
Access miscellaneous plotting options by clicking the Plot Options
Misc tab shown below.
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button on the Window Toolbar and selecting the
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You may indicate whether the global axes icon is to be displayed in the upper left corner of the model view by checking the
Display the Axes box. You also have the option of displaying the informational legend drawn in the bottom left corner of the
model view by checking the Display Information Legend box. This legend has information such as which combination has
been solved, which loads are being displayed, etc.
Checking the Display Project Grid Lines box will turn on the display of the project grid in the current model view. The
color and line type for the grid may also be customized. Click the colored rectangle to choose a custom color. Check the
Dashed? box to display grid lines as dashed lines. The Bubble Size drop down list allows you to choose a font size for the
grid labels and the bubbles that encompass them.
You may specify whether the Background Color for the model view is to be black or white by clicking the corresponding
radial button. A black background shows colors more vividly, but a white background shows a more realistic representation
of what you'll get if you print the graphic view.
By entering values in the text boxes, you may control the Rotation Increment and Zoom Ratio that will be used with each
click of the corresponding toolbar buttons on the Window Toolbar.
Finally, you may make any plot option settings the default startup settings. To do this, go through all the plot options tabs and
set all the options to what you want as the startup default. Once that is done, press the Make Current Plot Settings the
Default button. This button applies to ALL the plot options tabs.
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Graphic Editing
Graphic Editing
You may draw, edit, and load your model directly in the model views. You can draw beams and slabs between existing points
or draw to grid intersections and have the points created automatically. You may graphically select points to be supported and
beams or slabs to be loaded. See "Graphic Selection" to learn how to make selections.
Drawing and Modification Features
There are several graphic editing features that make the creation and modification of models quite easy. Use the Insert and
Modify Menus or the Drawing Toolbar to utilize these features in the model view. To create new beams, slabs, etc., you
can draw them using a drawing grid or draw "dot to dot" from existing points. Once you have created these items you may
use other graphic features to load the model and set supports.
All model data is automatically recorded in spreadsheets and the spreadsheets and model views are always in tune (unless
you turn this feature off in the Preferences on the Tools Menu). As you edit a model graphically the spreadsheets are
automatically updated and as you make changes in the spreadsheets the model views reflect these changes immediately.
All of the graphical modeling tools may be found on the Drawing Toolbar shown below. This toolbar may be turned on and
off by clicking the
button on the Window Toolbar.
Where to Start
The Project Grid and Drawing Grid are often useful when you are starting a new model from scratch or adding a new section
to a model. They allow you to set up grid lines which may then be used to define the beams, slabs, and footings. The
differences between the two grids are simple. The Project Grid is part of the model and may be allowed to move model
elements as grid lines are moved. The Drawing Grid is independent of the model so you may change the grid and place it
anywhere, without affecting the model and whenever it is convenient.
There are also times when it is simpler to define points in the spreadsheet and then draw the members or slabs between them.
This might be the case if you are working with just a few points, or if the structure is irregular and does not lend itself to a
grid.
Apply Options
Some of the graphic editing options offer more than one way to apply a modification. This is because there are times when
each option is useful. For example, changing the material of a beam from 3000 psi concrete to 4000 psi can be accomplished
using the Beams Spreadsheet. If you had to apply this change to 100 beams however you would not want to do that for each
of them. A better way to do this would be to graphically select all of the beams and then apply the changes all at once.
Use the following options to specify how you want to choose the items to modify. Choosing Apply Entries to All Selected
Items allows you to use the tools on the Selection Toolbar to choose the items you want and then apply the modifications to
all selected items at once. Choose Apply Entries by Clicking Items Individually to then click on the items you wish to
modify individually. See "Graphic Selection" for more information on the selection tools.
Note
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The selection and viewing tools override the graphic editing modes so that as you are editing the model you can
alter the selected state. You will be returned to the current editing mode when you exit a selection mode.
You may also double click any joint, member, or plate to view and edit it’s properties.
To correct any modeling errors it is a good idea to run Model Merge before performing a solution. Becoming
familiar with this feature will also allow you to take shortcuts while modeling. See Model Merge for more
information.
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Undo Operations
RISAFoundation provides you with unlimited 'Undo' capability so that you may easily correct mistakes or just back up to try
button on the RISA Toolbar as many times as you wish to undo your previous
different possibilities. Simply click the
actions. The model view and the spreadsheets will visually display the "undoing". Remember that spreadsheet edits are
undone as well.
Note
•
Changes made to the selection state of the model, the zoom level or rotation of the model view, or to the Plot
Options settings are NOT undone. Only a change to the model data can be undone.
Redo Operations
RISAFoundation provides you with unlimited 'Redo' capability so that you may easily redo any actions that were previously
button on the RISA Toolbar as many times as you wish to redo actions
undone using the 'Undo' button. Simply click the
that were previously undone. The model view and the spreadsheets will visually display the “redoing”. Remember that
spreadsheet edits are redone as well.
Note
•
Changes made to the selection state of the model, the zoom level or rotation of the model view, or to the Plot
Options settings are NOT redone, since they cannot be undone to begin with. Only a change to the model data
can be redone.
Project Grid
The Project Grid is a tool that lets you draw new beams, slabs, and footings in the model view window. You may specify
the project grid lines in the 'plan view' of the model to aid in defining or editing the model and detailing printed views. This
grid is saved with the model and may be used to move elements of the model simply by moving a grid line.
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Graphic Editing
Project Grid Spreadsheet
Click the
button on the RISA Toolbar to open the Project Grid Spreadsheet shown below. The grid lines may be
specified for both plan directions. You may turn the project grid on and off in the current model view by clicking the
button on the Window Toolbar.
The project grid lines consist of a label, a distance from the origin of the grid, and the increment from the previous grid line.
The distance and the increment are related such that defining one automatically updates the other. You may enter and edit the
grids one at a time in the spreadsheet or you may generate grid lines using the Grid Generation section.
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Project Grid Generation
The generation requires a start label, start location (origin), and increment information. You may use symbols such as "@",
"/" and "," when entering the increments.
The "@" entry may be used to specify multiple, equally spaced, grid increments. For example, if you wanted 7 increments at
10 units each, you would type "7@10" in the increment field.
The "/" entry subdivides a larger increment into smaller equal increments. For example, the entry "12/4" would create 4
increments of 3 units each.
Use commas (",") to enter multiple increments in the increment field. For example, if you wanted to define increments of 3,
4, 7 and 2 units, you could enter "3,4,7,2" in the increment field.
Once the project grid is specified and displayed in the model view, it will provide snap points while drawing your model.
Editing the Model with the Project Grid
You may also modify the grid and choose to have this affect your model as well. Changing the distance or increment value of
a grid line will adjust that grid line and the lines beyond. The distances of the lines beyond are adjusted in order to maintain
their increments. If you do NOT check the Detach Model box, then the model points on or beyond the modified grid line are
moved as well. This will subsequently move any beams, slabs, or footings that are attached to those points.
Editing the Project Grid (Adding Intermediate Grid Lines)
After you have generated your project grid, you may add intermediate grid lines. In the Project Grid Spreadsheet, click in
button on the Window Toolbar or
the row where you wish to add this intermediate grid line. Click the Insert New Line
right-click the mouse and choose Insert New Line from the Right-Click Menu. The Insert Project Grid Line Dialog box
will appear as shown below.
You may specify a label for the new line as well as a relative distance from the existing grid line. You can also specify the
location of this new grid line by clicking the appropriate radial button next to Place new line BEFORE the current line or
Place new line AFTER the current line. The Increment values for the existing grid lines will be adjusted automatically to
accommodate this new grid line.
Drawing Grid
The Drawing Grid is a tool that lets you draw new beams, slabs, and footings in the model view. This grid is independent of
the model, so you may change the grid as you build your model without changing any modeling that you have completed.
This is because as you draw the beams, slabs, and footings the points used to define them are created automatically. These
points remain in their locations if the grid is relocated.
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Graphic Editing
Drawing Grid Dialog
Click the
button on the Drawing Toolbar to open the Drawing Grid Dialog shown above. The display of the Drawing
Grid in the current model view may be turned on and off by clicking the
Drawing Toolbar is not visible in the current model view, click the
button on the Drawing Toolbar. If the
button on the Window Toolbar.
You may choose between a rectangular drawing grid or a radial drawing grid. Also, rectangular drawing grids may be skewed
from perpendicular to the global axis plane.
The Save and Recall Grid Settings... section allows for drawing grids may be saved and recalled for later use. Saved
drawing grids are model independent, i.e. when you save a grid, you can reuse it in any other model you are working with in
the future. To save a drawing grid, click the Save button after defining the grid. You will be prompted for a name for the
drawing grid and it will then be saved and added to the list of grids available for recall. To recall a previously defined
drawing grid, select the grid name from the drop down list and click the Retrieve button. If you wish to delete a previously
saved drawing grid, select the grid name you want to delete from the drop down list and click the Delete button.
The Show Grid As... section gives the option of displaying the drawing grid as lines from grid point to grid point or simply
as a grid of points.
You may save any of the grid information as the default setting so that when you start a new model that information is
already there. To do this, simply enter the information that you want to save in the Drawing Grids Dialog, check the Save
Current Settings as Defaults box, and then click the OK button.
Rectangular Drawing Grid
The rectangular drawing grid is defined by increments in two directions. The Drawing Grid Origin is where you want the
grid increments to start. The Rectangular Grid Increments are the distances between the grid points or lines in two global
directions.
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You may use symbols such as "@", "/" and "," when entering the drawing grid increments.
The "@" entry may be used to specify multiple, equally spaced, grid increments. For example, if you wanted 7 increments at
10 units each, you would type "7@10" in the increment field.
The "/" entry subdivides a larger increment into smaller equal increments. For example, the entry "12/4" would create 4
increments of 3 units each.
Use commas (",") to enter multiple increments in the increment field. For example, if you wanted to define increments of 3,
4, 7 and 2 units, you could enter "3,4,7,2" in the increment field.
Once the drawing grid is specified and displayed in the model view, it will provide snap points while drawing your model.
Skewed Drawing Grid
The rectangular drawing grid can be skewed by specifying a skew angle. This option is available in the Rectangular Grid
Increments section of the Drawing Grids Dialog. This skew angle will allow the creation of a regular rectangular drawing
grid, but displayed in the model view at the specified angle, inclined from the global axis.
Radial Drawing Grid
Increments in two polar directions define a radial drawing grid. The Drawing Grid Origin is the point about which the grid
will rotate. The default is at the global origin (0,0). The Start Angle defines the angle from the global axis that the first spoke
will be drawn. The Angle Increment controls the number and angular spacing of the spokes in the grid. The Radial
Increments controls the number and location of the rings in the grid.
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Graphic Editing
Relocating the Drawing Grid
The origin of the drawing grid may be specified in two ways. The first is to enter the exact global coordinates for the
origin. This can be done by entering the values in the Horizontal and Vertical fields of the Drawing Grid Origin
section. The second option is to specify the origin by clicking on an existing point in the model. This option is available by
checking the Click on a location to relocate Origin box, clicking the OK button, and then clicking on the specific location
in the model view where you wish the drawing grid origin to be located. The drawing grid origin will then be moved to this
point.
Snap Points
Snap Points let you draw in the model view without the use of grids. To view or modify the snap point settings, click the
button on the Drawing Toolbar and select the Snap To Options tab shown below.
In the Beam Snap Locations section, you can set the program to automatically snap to the Quarter Points and/or Third
Points of a beam by checking the appropriate boxes.
The Universal Snap Increments section is used to define a snap grid for "free" drawing to any incremental location on a
plane. To activate this feature, check the Use Universal Increments box. Or, the feature may be toggled on and off in the
current model view by clicking the
model view, click the
button on the Drawing Toolbar. If the Drawing Toolbar is not visible in the current
button on the Window Toolbar.
When snap points are activated, a red dot or asterisk will appear on your screen as you move your drawing cursor over one of
these points. The exact coordinates of this point, and whether it is a 1/3 or 1/4 point of a beam, are reported in the status bar
at the very bottom of the main application window just beneath the workspace.
Merging Model Elements
As you build your model, you may find that you will need to perform a model merge from time to time. In fact, if you count
on doing this, you can generally build your models faster and let the model merge feature do a lot of the work for you. See
Merge Tolerance to learn about inputting the merge tolerance.
To perform a model merge, select Merge... on the Modify Menu and the following dialog will appear.
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Click Apply to continue with the model merge or click Close to cancel.
Deleting Elements
You can delete parts of the model based on the current selection state, or you can click on the items you wish to delete
individually. If you accidentally delete something you didn't want deleted, you can use the Undo feature to repair the damage.
If you wish to delete based on the current selection state, you must use the check boxes to define the criteria the program will
use to perform the deletion. Only items that are selected and that have their check boxes "checked" will be deleted. The
choices let you delete points, springs, beams, slabs, soil regions, and/or loads.
Keep in mind that if you delete points, any beams, slabs, footings, etc. attached to the deleted points MUST also be deleted,
regardless of whether those elements are selected or not.
A noteworthy feature is the ability to delete unattached points. Sometimes in the process of modeling you accidentally create
unwanted unattached points. This parameter gives you a convenient way to remove these unwanted points.
If you request deletion of displayed loads, you'll get exactly that. Any load currently displayed will be deleted. By controlling
what loads are displayed via the Loads tab in the Plot Options Dialog, you can easily delete specific types of loads for
particular load categories or load combinations.
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Graphic Editing
Alternatively, you can choose to delete items by clicking on them individually. Select the radial button next to the item type
that you would like to delete and use the mouse to click on any individual item you wish deleted.
Remember to click the Apply button to make your choices active.
To Delete Selected Items
1.
If there is not a model view already open then click the
2.
to turn on the Drawing Toolbar if it is not already displayed.
click
Select the items you want to delete.
3.
To delete the items click the Delete
item.
button on the RISA Toolbar to open a new view and
and specify the types of items. For help on an item, click
and then click the
Note
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You may undo any mistakes by clicking the Undo
button.
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Graphic Selection
Graphic Selection
You may graphically select items in order to view or modify part of the model or to print part of the results. When used in
conjunction with the graphic editing features it allows you to quickly model and make modifications to the model. If used
with results it allows you to view and print only the input or results that you want.
The elements that you see in the model views have two possible states; selected and unselected. By default, all items are
selected, and therefore fully displayed. If you unselect any items, they are drawn in a gray or “ghosted” shade. To select or
unselect an item simply click on it with the left mouse button. You may also use one of the selection tools below to select
multiple items.
Note
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•
As an alternative to using the selection tools, some operations offer a Click to Apply option, which allows you to
modify items by clicking or boxing them with the mouse. This is useful when working with a few items.
If you choose not to display items by turning them off in the Plot Options Dialog, they remain in the current
selected state and can still be selected/unselected.
Selection Modes
The Selection Toolbar is the vertical toolbar located on the left side of the screen. This toolbar is for selecting points, beams,
footings, and slabs in model views. This toolbar will not be available when a model view is not active. You may also access
the selection tools from the View Menu.
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Graphic Selection
Some of the tools are for one-time applications such as Select All. Other tools, such as Box Select, place you in a selection
mode that remains active until you cancel it. The current mode is indicated by the mouse pointer and by the state of the
button. While in a selection mode the button will stay depressed until you click it again, choose another button, or press the
ESC key. You may have more than one model view open and may be in different modes in each view.
Note
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There are other types of graphic modes such as editing and viewing (zooming) modes. The viewing mode
overrides the selection mode, which overrides the editing mode. This is so that while you are editing the model
you can alter the selected state. You will be returned to the current editing mode when you terminate a selection
mode.
To cancel a selection mode re-click the same button so that it is in the "up" position, or press the ESC key, or
click the right mouse button.
You can cancel a box, line, or polygon selection that is underway by dragging the mouse off the model view
while still holding the mouse button down.
Select All and Unselect All
Clicking Select All
and Unselect All
platesslabs in the model.
tools will select or unselect all of the active points, beams, footings, and
Box Select and Unselect Modes
The Box Select
and Box Unselect
tools allow you to draw a box around the items that you wish to select or
unselect. Beams and platesslabs must be entirely within the box in order for them to be affected.
Polygon Select and Unselect
The Polygon Select
and Polygon Unselect
tools allow you to draw a polygon around the items that you wish to
select or unselect. Beams and platesslabs must be entirely within the polygon in order for them to be affected.
Line Select and Unselect
The Line Select
and Line Unselect
tools allow you to draw a line through the items that you wish to select or
unselect. Any element the line crosses will be affected. This is useful when choosing items between other items.
Inverting Selections
The Invert Selection
button is used to invert the selected state of the model. When clicked, all selected items are made
unselected and all previously unselected items are made selected. For example, this can be very useful when just a few items
are to be selected in a large model. Simply click on the desired items to unselect them, then click the Invert Selection button
to make them selected and everything else unselected.
Criteria Selections
The Criteria Selection
button allows you to select items based on a wide range of criteria such as coordinates, labels
and many other conditions. When the Criteria Select button is clicked, you will be presented with the Criteria Selection
Dialog with options grouped by tabs across the top. Each tab represents groups of criteria that you may use to refine your
selection.
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The options are numerous making it easy to quickly achieve complicated selections. This is a powerful tool so it is worth
taking the time to experiment with the options so that you will know how to use it to your advantage. The various tabs in the
dialog are described below.
Supports/Beams
You may Select or Unselect Points as follows.
Point Range - You may specify a range of point labels. Specifying only one label selects just that one point.
Point Properties - You may specify a boundary, footing, pile, or pile cap type to select.
Beam Range - You may specify a range of beam labels. Specifying only one label selects just that one beam.
Beam Properties - You may select beams based on material, shape, or design rule
Note
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You must also make sure that the Use? checkbox is turned on if you wish to use that criteria.
If no criteria is specified, all the Points/Beams will be selected/unselected.
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Graphic Selection
Pedestals
Pedestal Range - You may specify a range of pedestal labels. Specifying only one pedestal selects just that pedestal.
Pedestal Properties - You may select pedestals based on a range of angles or heights, and/or select them by material, shape,
or design rule.
Wall Range - You may specify a range of retaining wall labels. Specifying only one retaining wall selects just that retaining
wall.
Wall Properties - You may select retaining walls based on material or retaining wall definition as well.
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Slabs/Soil Regions/Design Strips
Slab/Soil Region/Design Strip Range - You can specify a range of objects. Specifying only one selects just that object.
Slab Properties - You can select slabs based on a range of thickness, and/or by material.
Soil Region Properties - You can select soil regions based on a range of modulus and/or bearing capacity.
Design Strip Properties - You can select design strips based on a range of angles within the horizontal plane, and/or by
design rule.
Note
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You must also make sure that the Use? checkbox is turned on if you wish to use that criteria.
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Graphic Selection
Coordinates
You may select or unselect elements based on coordinate criteria and combine this with the criteria on the other tabs.
Coordinate Bounds – You may specify minimum and maximum bounds in the global directions. Items within these bounds
AND meeting the criteria in the other groups will be selected/unselected.
Select/Unselect Points – You may specify that joints in the coordinate range be selected or not.
Include Criteria On Other Pages – This option allows you to include selection criteria from the other pages (Beams, Walls,
Slabs, Strips, etc) and combine it with the coordinate range specified on this page.
Note
•
If the “Include Criteria On Other Pages” option is selected, all criteria will be applied together so that the affected
items will meet all of the criteria. For example if you specify a range of joint labels and coordinates, only the
joints within the coordinate bounds and within the label range will be selected/unselected.
Locking Selections
Click the Lock Unselected
button to cause all currently unselected items to stay unselected and be visually removed
from the current model view. This is useful when you are editing or printing a portion of a model and need to clear the model
view of all items not involved.
To Unlock the unselected members in the model view, click the Unlock Unselected
button and the unselected items that
were previously "removed" from the model view will be returned to the view in the unselected state.
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Saving Selections
You can save and recall various selection states for a model. If the model is altered after a selection state has been saved, the
saved selection state will also be altered. Any new items (points, beams…) will be set to "selected" in any selection states
saved prior to the creation of the new item.
To save a selection state, click the Save Selection State
button on the Selection Toolbar.
Click the Save button and provide a name for the saved selection. You can have up to 16 different saved selections in a
model. To retrieve a saved selection, choose the selection state from the drop down list and click the Retrieve button. To
delete a saved selection, choose the selection state from the drop down list and click the Delete button.
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Help Options
Help Options
RISA Technologies has, and will, put a great deal of effort into assisting you in getting your work done as quickly as
possible. This includes providing many ways that you can get help in understanding the software.
Electronic Help File
The Help File is designed to help you get your work done as quickly as possible and is intended to provide:
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Procedures that lead users through the steps of completing tasks
Troubleshooting topics that guide users through solutions to common problems
Extensive discussions for a thorough understanding of engineering and modeling topics
Easy access to related topics
button on the RISA Toolbar. A new window
The electronic help file can be accessed by clicking the Help File
containing a Table of Contents will be opened. Click on any item in the Table of Contents for extensive information on the
topic.
Context Sensitive Help
Context Sensitive Help is help that a user can access in context while working in a program. It provides you with the
information you need where and when you want it.
You may get detailed help when working in some windows by clicking on the Help button at the bottom of the window or
dialog. This will launch a Help File window displaying the topic that is related to the window in which you are working. The
topic will be explained and links to related topics may also be provided.
RISA Technologies Online
Our website, www.risatech.com, provides various support information and documents.
Visit RISA Technologies on the web for:
•
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Frequently Asked Questions
Download program Manuals (General Reference or Tutorial)
Check our website for the latest updates - When a bug is discovered it is posted on the web site along with
possible work-around procedures and/or service releases to update your software.
Tool-tips
Are you uncertain what a toolbar button is for? Simply hold your mouse pointer over that button without clicking. Tool-tips
are displayed that will explain what the button will do should you decide to press it.
Tutorial
The comprehensive Tutorial (part of the User's Guide - a separate document) guides you through using most features. It is a
real-world example of building and solving a model, making changes, and optimizing. This is the best way to quickly get up
and running. The User's Guide is designed to be read in two ways. If you are already familiar with structural modeling in
general you can skip the supporting text and read only the underlined action items to quickly move through the tutorial. If
you want more thorough explanations of the modeling process you may read all or some of the supporting text as you see fit.
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Loads
Loads
Loads can be defined and applied to the model graphically or from within the spreadsheets. There are a number of different
Load Types that may used when loading the model. For more information about the application of each Load Type (Area
Load, Line Load, and Point Load), see Loads - Load Types.
As you define the loads in the model, you will notice that each individual instance of a load type must be assigned to a
particular Load Category. You will then use these load categories to define the various Load Combinations that are to be
solved when a solution is performed. See Loads - Load Combinations for more information.
You may view the loads on your model for each load category or load combination. This is an excellent way to verify the
loads applied to the model. See Plot Options – Loads to learn more about displaying loads in model views.
Self Weight (Gravity Load)
The Self Weight of slabs and beams is automatically calculated and included as part of the Dead Load Category (DL).
The 'Self Weight' is applied as a uniform distributed load along each beam and as an area load for the slab. The magnitude of
the beam loads is the cross sectional area times the material weight density.
Note
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If you do not want the program to apply a member’s self weight, create that member using a weightless material.
See Material Properties for more information.
Load Categories
When loads are defined in RISAFoundation they are automatically grouped based on their load categories. These are the
basic building blocks of the final load combinations applied to the structure.
Information about Basic Load Cases (BLC’s) is recorded on the Load CategoriesSpreadsheet and the loads themselves are
recorded in the load spreadsheets for each load type. The Load Categories spreadsheet may be accessed by selecting Load
Categories from the Spreadsheets menu.
The first column in this spreadsheet merely displays the Category for which the rest of the information in the row relates to.
The remaining columns display the quantity of each type of load that is contained in that category. You may not edit these
values but you may click on the quantities to open the spreadsheet and view the loads that it represents. For example, the
previous figure has 36 point loads and one area load part of the DL (Dead Load) category. Clicking on the number 36 with
the mouse will open the Point Loads spreadsheet and display these loads whereas clicking on the 1 will open up the Area
Loads spreadsheet and display that load.
At solution time, the model will be solved against Load Combinations that are built from the following Load Categories.
The load categories and descriptions below are based on the definitions and load combinations listed in various building
codes.
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Loads
Load Category
Description
DL
LL
EL
WL
SL
RLL
LLS
TL
SLN
HL
FL
RL
PL
EPL
IL
OL1 - OL10
ELX, ELY, ELZ
WLX, WLY, WLZ
WL+X, WL+Y, WL+Z
WL-X, WL-Y, WL-Z
WLXP1, WLYP1, WLZP1
WLXP2, WLYP2, WLZP2
ELX+Z, ELX+Y
Dead Load
Live Load
Earthquake Load
Wind Load
Snow Load
Roof Live Load
Live Load Special (public assembly, garage, storage, etc.)
Long Term Load (creep, shrinkage, settlement, thermal, etc.)
Snow Load Non-shedding
Hydrostatic Load
Fluid Pressure Load
Rain Load
Ponding Load
Earth Pressure Load
Impact Load
Other Load 1 - 10 (generic)
Earthquake Load along global X-axis, Y-axis, Z-axis
Wind Load along global X-axis, Y-axis, Z-axis
Wind Load along positive global X-axis, Y-axis, Z-axis
Wind Load along negative global X-axis, Y-axis, Z-axis
Partial Wind Load 1 along global X-axis, Y-axis, Z-axis
Partial Wind Load 2 along global X-axis, Y-axis, Z-axis
Eccentric Earthquake Load along global X-axis shifted along positive
global Z-axis, Y-axis
Eccentric Earthquake Load along global X-axis shifted along negative
global Z-axis, Y-axis
Eccentric Earthquake Load along global Z-axis shifted along positive
global X-axis, Y-axis
Eccentric Earthquake Load along global Z-axis shifted along negative
global X-axis, Y-axis
Eccentric Earthquake Load along global Y-axis shifted along positive
global X-axis, Z-axis
Eccentric Earthquake Load along global Y-axis shifted along negative
global X-axis, Z-axis
Notional Load along global X-axis, Y-axis, Z-axis
ELX-Z, ELX-Y
ELZ+X, ELZ+Y
ELZ-X, ELZ-Y
ELY+X, ELY+Z
ELY-X, ELY-Z
NLX, NLY, NLZ
Copying Load Categories
You may copy the loads from one Category into another Category. This can be useful when one load is similar to another
and can be entered quickly by copying a load category and then making changes to the copy with features such as block
math.
. Specify what category to copy loads from and which
To do this, open the Load Categories spreadsheet and then click
category the loads are to be copied into. You may further specify which types of loads are to be copied. For example, if you
check Point Loads and uncheck all the other load types, only the joint loads will be copied.
Any loads copied into a Category will be added to any loads that may already be in that category.
Deleting Load Categories
You may automatically clear all the loads in a Category. To do this, open the Load Categories spreadsheet and then click
the Delete Category
90
button on the Window toolbar. Select the Category you wish to delete.
RISAFoundation v4
Loads
Modifying Loads
Modifying point loads, line loads, and area loads can be done from within their respective spreadsheets. Typically, the
modification of load geometry and magnitude may be performed in this way. However, area load geometry may only be
modified graphically (deleted and redrawn). Select Loads from the Spreadsheets Menu and then choose the spreadsheet that
you wish to modify. You may then move through different Floors using the drop down list in the spreadsheet. You may use
spreadsheet operations to help you modify the loads. See Spreadsheet Operations for more information.
Deleting Loads
Deleting loads may be done manually within the spreadsheets or graphically using the Delete
button on the Drawing
Toolbar. Select Loads from the Spreadsheets Menu and then choose the spreadsheet that you wish to modify or delete. You
may use spreadsheet operations to help you modify or delete the loads. See Spreadsheet Operations for more information.
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Loads - Load Types
Loads - Load Types
This section discusses the various Load Types that are available for applying loads to a model.
Area Loads
Area Loads are loads that are spread out over the surface of a slab or a portion of a slab. RISAFoundation allows area loads
to be oriented along a vertical axis perpendicular to the XZ plane, with positive loads being downward and negative loads
being upward. Loads may be input manually in the spreadsheets or drawn graphically in a model view.
Drawing Area Loads
To apply area loads click
on the Drawing Toolbar to open the Draw Area Loads Dialog. Select the Load Category you
would like to use from the drop down list. Apply the area load by clicking from point to point to define the perimeter of the
area load. Area loads must be drawn within the boundaries of a slab.
To Apply Area Loads
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
3.
4.
5.
button on the Drawing Toolbar and define the load in the Draw Area Loads Dialog.
Click the Area Load
Click Apply.
Draw the load by clicking point to point to define the perimeter of the area load.
To stop drawing altogether, click the right mouse button or press the Esc key.
to
Note
•
To apply more loads with different parameters, press CTRL-D to recall the Draw Area Loads Dialog .
•
You may undo any mistakes by clicking the Undo
button.
Area Loads Spreadsheet
The Area Loads Spreadsheet defines the uniform area load magnitudes and may be accessed by selecting Loads Area
Loads from the Spreadsheets Menu. While the load magnitudes are defined in this spreadsheet, they can only be assigned
graphically.
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Loads - Load Types
The first column is the area load Label. This label is a description for your own use.
The Type pulldown entry is used to select the load category for the area load. For a list of the available load categories, see
Loads - Load Types.
The Magnitude column is used to enter the magnitude of the area load. The units are listed in the column header.
Line Loads
Line Loads are linear loads that can be placed anywhere on a slab or beam and can be of uniform, stepped, or varying
magnitude such as triangular or trapezoidal. RISAFoundation allows line loads to be oriented along a vertical axis
perpendicular to the XZ plane, with positive loads being downward and negative loads being upward. Line loads may be
assigned manually in the Line Loads Spreadsheet or drawn graphically in a model view by clicking the Draw Line Loads
button on the Drawing Toolbar.
Drawing Line Loads
To draw line loads graphically, click the
button on the Drawing Toolbar to open the Draw Line Loads Dialog. Enter
the start magnitude and the end magnitude and select the category you wish to use. Apply the line load by clicking on grid or
point locations in the model view. You may apply a line load anywhere on a slab or beam.
To Apply Line Loads
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
3.
4.
button on the Drawing Toolbar and define the load in the Draw Line Loads Dialog.
Click the Line Loads
Click Apply and draw the line load by clicking on consecutive drawing grid or point locations.
To stop drawing altogether, click the right mouse button, or press the Esc key.
to
Note
•
To apply more loads with different parameters, press CTRL-D to recall the Draw Line Loads Dialog.
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Loads - Load Types
•
You may also specify or edit line loads in the Line Loads Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Line Loads Spreadsheet
The Line Loads Spreadsheet records the line loads on all slabs and beams and may be accessed by selecting Loads
Loads on the Spreadsheets Menu.
Line
The first column contains the Start Point of the load and the second column contains the End Point of the load.
The Type entry is used to select the load category for each line load. For a list of the available load categories, see Loads.
The Start Magnitude and End Magnitude columns are used to enter the magnitudes of the line load. If the start and end
magnitudes of a line load are NOT the same, a tapered line load will be created. The units are listed in the column header.
Point Loads and Moments
Point Loads and Point Moments are concentrated loads and may be placed anywhere on a slab or beam. Point loads may be
assigned manually in the Point Loads and Moments Spreadsheet or drawn graphically in a model view by clicking the
Draw Point Loads/Moments
button on the Drawing Toolbar.
RISAFoundation allows point loads to be oriented along any of the global axes or applied as a point moment about those
axes. Point loads with a positive magnitude are applied in the direction of positive global axis they are assigned to and
negative loads are applied in the direction of the negative global axis. The exception to this is that loads applied along the
global Y-axis are reversed (i.e. positive loads are applied in the direction of the negative global Y-axis and negative loads are
applied in the direction of the positive global Y-axis). All point moments are applied about the global axes according to the
right hand rule, including MY moments.
Drawing Point Loads/Moments
To draw point loads graphically, click the
button on the Drawing Toolbar to open the Draw Point Loads/Moments
Dialog. Enter the magnitude of the point load and select the category you wish to use. Select the direction of the point load
from the choices in the Direction drop down list. Apply the point load to all selected points or by clicking or boxing grid or
point locations in the model view. You may apply a point load anywhere on a slab or beam.
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Loads - Load Types
To Apply Point Loads or Moments
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
button on the Drawing Toolbar and define the load in the Draw Point
Click the Point Loads/Moments
Loads/Moments Dialog.
You can apply the point load to all selected points and click Apply.
3.
to
You can apply the point load by clicking Apply and clicking or boxing grid or point locations in the model view.
4.
To stop drawing altogether click the right mouse button, or press the Esc key.
Note
•
•
To apply more loads with different parameters, press CTRL-D to recall the Draw Point Loads Dialog.
You may also specify or edit point loads in the Point Loads and Moments Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Point Loads and Moments Spreadsheet
The Point Loads and Moments Spreadsheet records the point loads on all slabs and beams and may be accessed by
selecting Loads Point Loads on the Spreadsheets Menu.
The first column is the Label of the point to which the point load is applied.
The Type entry is used to select the load category for each point load. For a list of the available load categories, see Loads.
The Direction column defines the direction of the point load or moment. The available direction options are listed in a drop
down list within each cell.
The Magnitude column is used to enter the magnitude of the point load or point moment. The units are listed in the column
header.
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Loads - Load Combinations
Loads - Load Combinations
During solution the model is loaded with a combination of factored Load Categories. These combinations, load factors, and
other parameters are defined on the Load Combinations Spreadsheet. Most standard load combinations are included in the
program. See Solution to learn how to solve load combinations.
To Add Load Combinations Manually
1.
2.
From the Spreadsheets Menu select Load Combinations.
Enter load combinations by pairing loads in the Category fields with factors in the Factor fields.
To Add Auto-Generated Building Code Combinations
1.
2.
3.
4.
From the Spreadsheets Menu select Load Combinations.
button from the Window Toolbar.
Select the
Select the Load Combination Region and Code from the drop down lists provided in the Gravity tab.
Modify the generated combinations and options in the spreadsheet as necessary.
Note
•
•
•
•
The generated building code combinations are made up of Load Categories and Factors. Loads that are not
assigned to these categories will not be included in the combinations upon solution.
All generated combinations are added and marked for the envelope solution. You may remove combinations from
the envelope after adding them.
Verify the Footing ABIF (allowable bearing increase factor) settings for combinations after you add them.
You may save any preferred load combinations as the default by clicking the Save As Defaults
Window Toolbar.
button on the
To Solve Load Combinations
•
To solve load combinations, first mark the combinations to be solved by checking the Solve box on the Load
Combinations spreadsheet Click the Solve
button on the RISA Toolbar.
Load Combinations Spreadsheet
The Load Combinations Spreadsheet records the combinations of loads for solution and may be accessed by selecting
Load Combinations on the Spreadsheets Menu.
The first field, the Label, is strictly for the user's reference. Enter any descriptive label you wish and it may be displayed with
the results when the combination is solved.
The Solve box is used to indicate which combinations should be included the solution. See Solution for more information.
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Loads - Load Combinations
Check the Service box if the load combination should be used for the calculation of service level soil bearing checks, footing
stability checks, and service load deflections of beams and slabs.
Load combinations for which the Service box is NOT checked will be used for the strength design of slab, beam, and footing
reinforcement.
The ABIF column is used to set the allowable bearing increase factor used for the soil bearing check in slab and footing
design. If this field is left blank, a default of '1.0' will be used. See RISAFoundation Design Combinations for more
information.
The SF column is used as the value with which overturning of spread footings and retaining walls are checked against. This
value is also used in the slab overturning check. This value is only used in service load cases.
The next eight pairs of fields (Category, Factor) are for defining what load categories are to be part of the combination, along
with factors for each. Select load categories from the drop down lists in the Category columns of the spreadsheet.
Enter in the Factor field a multiplier to be applied to the load category being included.
For example when using steel and wood in your model, you may design your steel for one set of load combinations and your
wood for another.
RISAFoundation Design Combinations
RISAFoundation recognizes two types of combinations: Service and Design. Service combinations are used to determine if
the soil bearing capacity and overturning resistance are adequate. Design combinations are used to design the slabs, beams,
and footings and pedestals for flexure and shear per the chosen code.
The ABIF column stands for "Allowable Bearing Increase Factor". For transient loads, such as wind or seismic loads, you
may want to specify an allowable bearing increase factor (ABIF) to increase the allowable soil bearing pressure for that
combination. The increase factor is typically 1.333 (a 1/3 increase).
Service Combinations
The service combinations are used to calculate actual soil bearing for comparison with allowable soil bearing defined in the
Global Parameters Dialog and the Soil Regions Spreadsheet.
An exact biaxial analysis is performed to calculate the soil bearing stress distribution on the footings. The service
combinations are also used to calculate the overturning moment safety factor. The overburden and self weight loads are
included in the dead load (DL) category for the service combinations.
Design Combinations
The design combinations are used to calculate required reinforcing steel and also to check both shear and bearing on the
concrete footings and slabs.
For footings, the overburden and footing self weight loads are typically NOT included in the dead load (DL) basic load
category for the design combinations. The pedestal self weight is always included in the DL load category. See Overburden
and Self Weight for more on this.
Generating Building Code Combinations
Major portions of the load combinations that are specified by building codes are included and may be applied to the model
button from the Window Toolbar once the
for solution. These combinations may be inserted by selecting the
Load Combinations Spreadsheet is open and active. This will activate the Load Combination Generator Dialog shown
below:
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97
Loads - Load Combinations
The LC Region refers to the various regions supported by the program (U.S., Canada, India, British, et cetera).
The LC Code refers to the actual code used to build the load combinations. For the United States, there are a number of
different codes that could be used to build load combinations. If the only option is Sample, that means that no load
combinations have been input for that region. See Customizing the Load Combination Generator for more information on
how to add or edit combinations for that region.
Wind Load Options
The Wind Load Options specify how detailed the generated wind load combinations should be.
When None is selected as the wind load option, the program will not generate any Load Combinations that include wind load
categories.
The 2D Only option generates only the most basic wind load category (WL).
The X and Z option generates separate wind load combinations for each horizontal direction (WLX and WLZ when Y is set
at the vertical axis).
The X and Z w/ Ecc option generates all possible wind load combinations that include partial / eccentric wind loading
(WLX, WLXP1, WLXP2, et cetera) per Case 2 from Figure 27.4-8 in the ASCE 7-10.
The X and Z w/ Ecc, Quart option generates all possible wind load combinations per Cases 2, 3 and 4 from Figure 27.4-8 in
the ASCE 7-10.. For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search
keyword: Quartering.
The Reversible option generates two combinations for each wind load, one with positive load factors and one with negative
load factors.
Seismic Load Options
The Seismic Load Options allow the user to specify how complex his or her seismic load combinations should be.
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Loads - Load Combinations
When None is selected as the seismic load option, the program will not generate any Load Combinations that include the EL
load category.
The 2D Only option is used to indicate that only the most basic seismic load category (EL) will be used.
The X and Z option is used to indicate that the program should generate separate seismic load combinations for each
horizontal direction (ELX and ELZ).
The X and Z w/ Eccentric option is used to indicate that the program should generate all possible seismic load combinations
that include eccentricities (ELX, ELX+Z, ELX-Z, et cetera).
When the Reversible box is checked, the program will generate every seismic load combination twice. Once with a positive
load factor, once with a negative load factor.
The Save as Defaults button may be used to establish the current load combination generator settings as the defaults for
future use. Clicking the Generate button will generate load combinations in the Load Combinations Spreadsheet based on
the selected options.
General Notes on the Load Combination Generator
The following loads are not generally included in the standard combinations but may be added by editing the combinations in
the spreadsheet or by modifying the source document itself. For more information, see Customizing the Load Combination
Generator below:
Category Code
Description
TL
Long Term Load
HL
Hydrostatic Load
FL
Fluid Pressure Load
PL
Ponding Load Category
EPL
Earth Pressure Load
OL#
Other Load Categories
Note
•
•
•
•
The standard combinations are made up of Load Categories and Factors. Loads that are not assigned to these
categories will not be included in the combinations upon solution.
Some load categories do not occur in all of the design codes. Loads placed in categories that are not part of the
standard combinations will not be included in the solution of these combinations.
See Editing Spreadsheets - Inserting, Deleting and Clearing Cells for quick ways to edit or add combinations.
When a new installation is performed the program will back-up any existing XML files that contain load
combination data rather than overwriting them. The back up copies will be given the extension BAK.
Customizing the Load Combination Generator
The Load Combinations for each region are contained in an XML file which can be opened and edited using a standard
spreadsheet program. An example of on of these XML files is shown below:
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Loads - Load Combinations
The name of the file itself becomes the name of the Load Combination Region that appears in the Load Combination
Generator. Each XML file has a series of "worksheets" and the name of each worksheet will be the name of the Load
Combination Code that appears in the Load Combination Generator. The user may add, edit or modify these documents to
completely customize the available load combinations.
Note
•
When the program is updated for new versions, the existing XML files will be "backed up" and saved with a
'.bak' extension while the new XML files in the update will replace them. If any customizations were made to the
XML files, they can be retrieved from the back ups.
The first row of each sheet is reserved for the column headers. The recognized column headers are as follows: Label, Solve,
Service, and ABIF. In addition, there will be multiple pairs of Category & Factor headers.
Other than Label and the Category / Factor pairs, the user may omit columns. If a column is omitted, the default values will
be used for those entries. The order of the column labels is optional except for pairs of Category and Factor. For the program
to correspond the Factor with correct Category, the user should always provide Category label PRIOR to the corresponding
Factor. The user may insert blank columns or columns with other labels than described above. In those cases, the program
omits those undefined columns.
Note
•
•
100
As shown in the above example, the wind and seismic loads should be entered as WL and EL in order for them to
be "expanded" using the Wind Load Options and Seismic Load Options.
The program will read these files from the directory specified in Tool - Preferences - File Locations. See
Customizing RISA for more information.
RISAFoundation v4
Material Properties
Material Properties
Material properties are defined on the Material Properties Spreadsheet and then are referred to as you build section sets,
members, and plates beams and slabs. You may perform analysis using any type of concrete material; simply define the
properties for the material here. You may use up to 500 materials in a single model although most models will only have one
or two.
Material Properties Spreadsheet
The Material Properties Spreadsheet records the material properties to be used in the model and may be accessed by
selecting Materials on the Spreadsheets Menu. The entries are explained below.
The materials shown are the program defaults. However, you can change these and also add as many other materials as you
need. You may then save your preferred materials as the default materials by clicking the
Toolbar.
button on the Window
Label is the material label you wish to use to describe the entered material properties. This label is how you will reference
the set of properties later when defining beams and slabs.
E is Young's modulus that describes the material stiffness.
G is the shear modulus and may be left blank if you would like it calculated automatically. The equation for “G” is:
Note
•
If you enter a value for Shear Modulus that does not match the value calculated using the above equation you will
be given a warning.
Nu is Poisson's ratio. Besides being used for the “G” calculation, this value is also used for shear deformation calculations.
The value of Poisson's ratio may not exceed '0.5'.
Therm is the coefficient of thermal expansion and is entered per 10^5 (100,000) degrees.
Density is the material density and is used in the calculation of the member and slab self weight. This density times the area
gives the self weight per unit length for the members; density times slab volume gives the total weight of a given slab.
f'c is the concrete compressive strength used for concrete design.
Lambda, λ is the lightweight concrete modification factor. This factor only applies to the ACI 318-08, ACI 318-11, and CSA
A23.3-04 codes. For all other codes the Density value of the material determines any strength reduction. The program will
automatically calculate the correct value if it is left blank. Only values between 0.75 and 1.0 will be considered.
Flex Steel is the reinforcement yield strength for flexural bars in members and vertical bars in walls. Shear Steel is the
reinforcement yield strength for shear bars in members and horizontal bars in walls.
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101
Modeling Tips - Foundation
Modeling Tips - Foundations
Here are some specialty topics that can help model more complex situations.
Soils Springs for Eccentric Footings
Review the section in the Soils Topic for detailed information about modeling of combined footings with eccentric pedestals.
Modeling Complex Slabs
Review the section in the Slabs Topic for detailed information about modeling of complicate slab geometries or slabs with
varying thickness.
Modeling Wall Footings
The Spread Footing design features do not support line load or long pedestals. Therefore, Wall Footings generally need to be
modeled as small slabs. Modeling them this way will underestimate the overall rigidity of the system as the slab will
normally be significantly stiffened by the presence of the wall. If desired, this can be accounted for by modeling a Grade
Beam out of a rigid material and using that element to replicate the stiffness of the wall.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Wall
Footing.
Model Merge
Sometimes when supports are very close to the edge of a slab, they will cause issues with the automatic meshing routine. In
those cases, it may be a good idea to perform a Model Merge to merge out any joints that occur within the merge tolerance of
another joint. This can currently be done using the Modify - Merge option from the Main Menu Toolbar.
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Pedestals
Pedestals
The Pedestal option allows you to draw or modify rectangular and circular pedestals. Pedestal data may be viewed and edited
in two ways, through the Pedestals Spreadsheet and through the Draw/Modify Pedestals tool.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keyword:
Pedestals.
Draw Pedestals
To draw new Pedestals:
1.
2.
If there is not a model view already open then click
in the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
If you are not drawing on existing points, you will need to create a drawing grid or define points on the Point
Coordinates spreadsheet.
to
3.
button and select the Draw Pedestals tab. Then set the pedestal
Click the Draw / Modify Pedestals
properties. Click OK to start drawing pedestals by clicking on the points or grid points with the left mouse button
4.
To stop drawing altogether click the
button, right click or press the Esc key.
Note
•
•
To draw more pedestals with different properties, press CTRL-D to recall the Pedestals settings.
You may also specify or edit pedestals in the Pedestals Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Modify Pedestals
There are a couple of ways to modify pedestals. You may view and edit the pedestal data in the Pedestals Spreadsheet or
you can use the Modify Pedestals tool to graphically modify a possibly large selection of pedestals.
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103
Pedestals
The graphical Pedestal Modify tool discussed here lets you modify the properties of pedestals that already exist in your
model. To use this, you will typically specify the properties you want to change, then select the pedestals that you want to
modify. You can modify pedestals one at a time by selecting the Click to Apply option and then click on the pedestals you
wish to modify. You may also modify entire selections of pedestals by selecting the pedestals first and then use the Apply to
Selected option. See the Graphic Selection topic for more on selecting.
The parameters shown are the same as those used to define new pedestals. For help on an item, click
.
The Use? check boxes next to the data fields indicate whether the particular parameter will be used or not when the
modification is applied. If the box next to a field is checked, that parameter will be applied to any selected pedestals. If the
box is NOT checked, the parameter will NOT be applied, even if a value is entered in the field. This lets you easily change
one or two properties on pedestals without affecting all the rest of the properties. Note that if no value is entered in a field
(i.e. the field is blank) and the corresponding check box is checked, clicking “Apply” will have the effect of clearing the data
for these fields.
To Modify Pedestals
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
button and select the Modify Properties tab. Then set the parameters for the
Click the Draw / Modify Pedestals
new pedestals. Check the Use? Box for the items to apply.
You may choose to modify a single pedestal at a time or to an entire selection of pedestals.
• To modify a selection of pedestals, choose Apply Entries to All Selected Pedestals and click Apply.
• To modify a few pedestals choose Apply Entries by Clicking Pedestals Individually and click Apply. Click
on the pedestals with the left mouse button.
3.
to
Note
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RISAFoundation v4
Pedestals
•
•
To modify more pedestals with different parameters, press CTRL-D to recall the Modify Pedestals settings.
You may also modify pedestals in the Pedestals Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Pedestals Spreadsheet
Another way of adding or editing pedestals is through the Pedestals Spreadsheet which is accessible in the Data Entry
toolbar. This spreadsheet includes the primary data for pedestals, including shape, material, design rule, angle and height.
The following data columns hold the primary data for the pedestals:
Label
You may assign a unique label to any or all of the pedestals. You can then refer to that pedestal by its label. Each label has
to be unique, so if you try to enter the same label more than once you will get an error message.
Shape
You may assign the size of your pedestals in two ways:
1. You can use the red arrow within the green selection window to open the Set Pedestal Size window.
This window allows you to input shape information. Set your parameters, choose OK and you will return to the Pedestals
Spreadsheet with that shape/size selected.
2. If you already know the nomenclature, you can enter the size by simply typing it in. Use CRNDXX (where XX is the
diameter of the pedestal) if you want a circular pedestal, or use CRECTYYxZZ (where YY is the depth and ZZ is the width
of your pedestal. if you want a rectangular pedestal.
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Pedestals
Material
This column allows you to define the material for the pedestal for use in analysis and design.
Design Rule
This allows you to choose the design rule specific to this pedestal. The Design Rule defines the pedestal reinforcing and
cover dimensions.
Angle
This column allows you to enter an angle (in degrees) if you want your rectangular pedestal rotated about its local y axis.
Height
This entry allows you to set the height of your pedestal from the top of slab.
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Pedestals - Design Results
Pedestals - Design & Punching Shear
The Pedestal Design spreadsheets reports pedestal design information as well as two way/punching shear code checks for the
defined pedestals as described in the following sections. This section only corresponds to pedestals drawn as a separate entity
and slabs and does not affect beam design or individual spread footing/pedestal design.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keyword:
Pedestals.
Pedestal Design Values
This spreadsheet reports pedestal code checks and the reinforcing for the pedestals
UC (Unity Check) and Governing LC
The UC value is the governing code check for the pedestal combined axial and bending using the PCA Load Contour
method. The Gov LC value is the load combination that resulted in this maximum code check.
Shear UC (Unity Check) and Direction
The Shear UC value is the governing code check for the pedestal beam shear check. Note that the shear check is not
considering any axial load in the pedestal. The Direction value is the local axes direction of the pedestal that resulted in this
maximum code check.
Phi Used
This value is based on the strain in the tension steel in the pedestal and code provisions in section 9.3.2 of the ACI 318-11.
Pedestal Reinforcement
The Ped Long and Ped Shear values are reinforcement requirements for the pedestal considering spacing and reinforcement
requirements per the ACI code and the Design Rules-Pedestal.
Punching Shear Values
This section reports the basic / summary data for the punching shear code check.
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UC (Unity Check) and Governing LC
The UC value is the governing code check (Total Stress /phi*Vnx) for the pedestal punching shear. The Gov LC value is the
Load combination that resulted in this maximum code check.
Location
The pedestal and slab geometry is investigated and checked for all three types of punching failure (Interior, Edge and
Corner). This field represents the type of failure method that controlled the code check calculation for the given pedestal.
Vuy
This value represents the factored load transferred from the pedestal into the slab for the governing load combination. This
corresponds to the axial force in the pedestal minus the counteracting bearing pressure force that occurs within the punching
shear perimeter.
Muz and Mux
These values represent the factored moments about the local z and x axes of the pedestal.
Total Stress
The Total Stress is the direct shear stress plus the shear stress due to moment.
Phi*Vny
This represents the shear stress capacity of the slab calculated based on the three ACI equations for two way or punching
shear capacity of the slab. This value does NOT include any additional capacity due to shear reinforcing in the slab.
Punching Shear Geometries
Location
The pedestal and slab geometry is investigated and checked for all three types of punching failure (Interior, Edge and
Corner). This field represents the type of failure method that controlled the code check calculation for the given pedestal.
Effective Depth
The effective depth of the slab is used to define the punching shear perimeter at a distance of d/2 beyond the edge of the
pedestal.
The effective depth is based on the smallest depth (to bottom reinforcing) for the Design Strips that encompass the pedestal.
In cases where no design strips are defined at the pedestal location, the program will assume the bar size and cover specified
in the first rule defined in the Design Rules spreadsheet.
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L1 and L2
Length of the critical section along the local axes. This value is used to define the punching shear perimeter as well as to
define how much of the moment is transferred by eccentricity of shear (as opposed to the portion transferred by flexure).
Note:
•
For further discussion refer to ACI section 11.12.1.2 and 13.5.3
Polar Moment - xx and Polar Moment - zz
This is a property (Jc) of the critical section which is analogous to polar moment of inertia about the local xx axes. This value
is used to determine the shear stress in the critical which is due to unbalanced moment.
Note:
•
For further discussion refer to the commentary for ACI section 11.12.6.2
Gamma x and Gamma z
This is calculated from the dimensions of the assumed punching shear perimeter. It represents the fraction of the unbalanced
moment for each axis that is transferred by eccentricity of shear.
Note:
•
For further discussion refer to ACI section 11.12.6.1 and 13.5.3
Pedestal Detail Report
The detail reports for pedestals show the overall geometry, materials, codes and analysis/design values used in coming up
with the reinforcing and code check values. The report is split into three sections: input echo/graphic view, design results and
punching shear check results.
Input Echo/Graphic View
The input echo lists off the point label of the pedestal, material properties, reinforcement properties and design requirements
that were input by the user. The graphic view gives a plan and section view of the geometry of the pedestal along with the
actual reinforcement designed by the program.
Note:
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Pedestals - Design Results
•
The program bases the number and spacing of bars on requirements per the applicable code regarding spacing and
reinforcement limits.
Design Results
The Shear Check Results summarize the shear capacities and demand, along with the shear ties used. The Vc values are the
shear capacities of concrete only in each of the horizontal directions. The Vs values are the shear reinforcement capacities in
each of the horizontal directions. The Vu values are the demand requirements in each of the horizontal directions. The code
check value comes from the equation below:
The Bending Check Results summarize the moment capacities and demand, along with the longitudinal reinforcing used.
The Pu and Mu values are the axial and moment demand requirements. The Pn and Mn values are the axial and moment
capacities based on the PCA Load Contour method. The Mnox and Mnoz are the uniaxial moment capacities. For more
information on this method, see the Notes on the ACI 318 Building Code Requirements for Structural Concrete, a document
put out by the PCA. The Parme Beta is a factor that defaults to a value of 0.65. The Gov LC is the load combination that
produced the maximum unity check. The Long. Bars and the % Steel give the actual amount of steel and the number of bars.
The Unity Check is a combined axial and bending unity check based on the interaction diagram for the pedestal.
The Compression Development Length section gives the values for longitudinal bar compression development length
checks. Lrequired is the comp. dev. length required per the ACI 318 code. Lprovided is the actual maximum value
considering the thickness of slab and the bottom cover requirements. The equation is:
Lprovided = footing thickness – cover – 2*footing bar diameters – dowel bar diameter
The program uses a default value of the diameter of a #5 bar as the footing bar diameter for this calculation (0.625 in^2).
Lreq/Lpro gives a code check ratio of these values.
Note:
•
110
The compression development length check may not be the most essential check for current building codes. But it is a
criteria that may be necessary to engineers in specific conditions.
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Punching Shear Check Results
The Unity Check gives a ratio of demand to capacity, while the Gov LC gives the load combination that produced this
maximum unity check.
For the Location the pedestal and slab geometry is investigated and checked for all three types of punching failure (Interior,
Edge and Corner). This field represents the type of failure method that controlled the code check calculation for the given
pedestal.
The Vuy value represents the factored load transferred from the pedestal into the slab for the governing load combination.
This corresponds to the axial force in the pedestal minus the counteracting bearing pressure force that occurs within the
punching shear perimeter.
The Mux and Muz values represent the factored moments about the local x and y axes of the pedestal.
The Total Stress is the direct shear stress plus the shear stress due to moment.
Phi*Vnx represents the shear stress capacity of the slab calculated based on the three ACI equations for two way or punching
shear capacity of the slab. This value does NOT include any additional capacity due to shear reinforcing in the slab.
The Effective depth of the slab is used to define the punching shear perimeter at a distance of d/2 beyond the edge of the
pedestal.
The effective depth is based on the smallest depth (to the centerline of bottom reinforcing) for the Design Strips that
encompass the pedestal. In cases where no design strips are defined at the pedestal location, the program will assume the bar
size and cover specified in the first rule defined in the Design Rules spreadsheet.
The L1 and L2 values are the lengths of the critical section along the local axes. This value is used to define the punching
shear perimeter as well as to define how much of the moment is transferred by eccentricity of shear (as opposed to the portion
transferred by flexure). For further discussion refer to ACI section 11.12.1.2 and 13.5.3.
The Polar Moment is a property (Jc) of the critical section which is analogous to polar moment of inertia about the local yy
axes. This value is used to determine the shear stress in the critical which is due to unbalanced moment. For further
discussion refer to the commentary for ACI section 11.12.6.2.
The Gamma xx and Gamma zz is calculated from the dimensions of the assumed punching shear perimeter. It represents the
fraction of the unbalanced moment for each axis that is transferred by eccentricity of shear. For further discussion refer to
ACI section 11.12.6.1 and 13.5.3.
Limitations
Pedestal Groups
It may be possible for multiple, closely spaced piers to create a punching shear perimeter around the GROUP of piers at a
lower force level than would be observed by investigating any one of the individual pedestals. This is NOT currently
considered in the RISAFoundation punching shear code checks.
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When the Pedestal's Local Axes do not correspond to the slab geometry
The punching shear perimeters are always investigated with respect to the pedestals local axes. As shown below, there may
be cases where these local axes do not correspond to the slab edge or corner geometry adjacent to that pedestal. In cases like
these it is possible for this to result in an artificially large assumed punching shear perimeter.
Using Equivalent Square Pedestals
When calculating the punching shear perimeter for a Round pedestal, the program always converts the pedestal into an
equivalent square pedestal of equal perimeter (similar to super-imposed square in the image above. This greatly simplifies the
calculation of punching perimeters when close to an edge or corner.
Beams intersecting the influence area of the pedestal
When a beam is co-linear with the pedestal joint, the program will not provide a punching shear check on the pedestal. In
these cases a code check of NC or "no calc" will be listed.
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Piles and Pile Caps
Piles and Pile Caps
Piles and pile caps can now be defined in RISAFoundation. Singular piles are used when individual pile locations need to be
defined to support slab elements. These are best utilized for mat foundations where the mats are continuously supported by
piles.
A pile cap is an element consisting of multiple piles, a cap and a pedestal that are defined at a single node in the model. A
pile cap is defined at a single point location, typically where a column reaction is located.
Here we will explain the pile and pile cap interface and modeling techniques.
To see individual pile results see the Pile Results topic. To see pile cap results see the Pile Cap Results topic.
Defining Singular Piles
Piles are defined using the Pile Definitions spreadsheet from the Data Entry toolbar or the Spreadsheets drop-down list.
Label
This label provides a unique name for the pile definition
Shape
Two shape options are provided: Round and Square. For other pile shapes you must approximate them to one of these
shapes (H-piles would just be added as a square pile with the side dimension equal to either the depth or width). This shape
will affect punching shear calculations.
Embedment Depth
This is depth that the pile is embedded in the pile cap. This effects the "d" for pile cap design and also punching shear
calculations.
Pile Capacities
These entries allow you to specify your pile allowable capacities. We will use these capacities to do a design check of your
piles.
Pile Stiffness Capacities
These entries allow you to define the stiffnesses for your piles. By default the compression and shear entries are set to
completely RIGID. The tension entry is set to 0, meaning there is no resistance to tension.
Note:
•
The default entries are typical for most pile cap designs. To define the piles as a spring support simply enter the pile
stiffnesses. To get an approximate lateral or vertical stiffness of an individual pile, simply take the pile capacity and
divide that by the maximum possible settlement or lateral deflection.
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Defining Pile Caps
Pile caps are defined using the Pile Cap Definitions spreadsheet from the Data Entry toolbar or the Spreadsheets drop-down
list.
General Tab
Label
This label provides a unique name for the pile cap definition
Reinforcement Ratios
Acceptable steel ratios are controlled by ACI 318-11 section 7.12.2.1 which stipulates that the minimum steel ratio for Grade
40 or 50 steel is .0020. For Grade 60 the ratio is 0.0018.
Note:
•
When you are only viewing three decimal places, the 0.0018 appears as 0.002, though we are really using 0.0018. To
change the number of decimal places, go to Tools-Preferences-Data Entry tab
In addition, the codes limit the maximum steel that can be used. ACI 318-11, for example, limits the minimum strain on the
reinforcing steel to 0.004.
Note:
•
If the Max Steel Ratio you define does not meet minimum requirements or strength requirements we will override
your ratio and give you a message in the detail report.
Material
This allows you to define the pile cap material from the Materials spreadsheet.
Design Rules
This allows you to define the design rule from the Design Rules spreadsheet. For pile caps we take information from the
General, Footing/Pile Cap, and the Pedestal tabs of the design rules.
Overburden
This allows you to define a soil overburden on your pile cap. This overburden weight is added to the weight of the slab for
pile demand calculations. These pile forces affect flexural and shear design for the cap.
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Geometry Tab
Pile Spacing Factor
This value defines the center to center spacing of piles. This factor multiplied by the diameter/side dimension of the pile
defines this spacing. Typically this factor is used to define capacity reduction factors for closely spaced piles.
Edge Distance
This value defines the minimum distance from the centerline of pile to edge of pile cap.
Pile Definition
This allows you to choose a pile type for your pile cap from the Pile Definitions spreadsheet.
Number of Piles
This selection defines the number and layout of piles. These pile layouts were derived from the CRSI manual on pile caps.
Here are the standard layouts from the CRSI manual.
Figure 13-2 from CRSI Design Handbook 2008
Note:
•
•
•
RISAFoundation uses the pile layouts from CRSI, but allows you to change the spacing, edge dist and other
properties to customize your pile cap design.
Currently, the program only includes pile cap design up to 14 piles.
Once you have defined your pile caps and applied them to your model, solve the model and look at the Pile Cap
Detail Report for exact geometry and locations of piles.
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Cap Thickness
This value defines the total thickness of your pile cap.
Pile Location Tolerance
This allows you to define a field placement tolerance that is acceptable for your pile caps. This affects two checks in the
program: the moment demand calculation and the one way shear capacity calculation.
Axial and Shear Capacity Reduction Factors
These factors will reduce the pile capacities from the Pile Definitions spreadsheet. The value in the Pile Definitions
spreadsheet will be divided by this value to produce a reduced capacity based on closely spaced pile groups.
Pedestal Tab
The pedestal dimensions are entered in these fields. The x dim and z dim values are the pedestal dimensions parallel to the
local x and z axes of the pile cap, respectively. The height is the distance from the upper surface of the footing to the top of
the pedestal.
Note:
•
Pedestals are always located at the centroid of the pile group.
Pile and Pile Cap Modeling Considerations
Modeling with Piles, Slabs and Pedestals vs Pile Caps
As discussed previously, the general functionality of the program is that piles would be used in scenarios where a mat slab
was drawn and piles are located at specific locations under the slab. Pile caps, on the other hand, would be used at a specific
point location to support a reaction coming down.
The Pile Cap feature has some limitations and can not be applied to all situations. If there is a limitation in the pile cap,
however, using the singular piles, slabs and pedestals within the program will almost always allow you to overcome them.
The piles, slabs and pedestal option allows you to create whatever custom geometries you have.
The pile cap pile layouts are configured based on the CRSI design manual layouts. Thus, these configurations can not be
manipulated. However, it is possible to simply create a pile cap for a concentrated force using singular piles, a slab and a
pedestal. Simply draw your pile cap as a slab element, add the pedestal using the draw pedestals utility, and locate/draw your
piles according to your specific pile configuration. Below is an example where this was done.
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Compare this with CRSI layout for 8 piles:
From this example we can also see that locating a pedestal at an eccentric location to the pile group is also possible.
It is also possible to model identical configurations both with the piles, slabs and pedestals and the pile cap. When doing this
considering identical loading you will get nearly identical results.
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Piles and Pile Caps
Pile Groups and Thickened Portions of a Slab within a Mat
Many times there are regions within a large mat foundation where large loads are coming down and a pile group is required
in this location. The program does not allow you to define a pile cap within a slab, but you can simply draw in individual
piles at this close spacing. See the example below, where large column loads are coming down on a mat foundation.
In this scenario the slab is one continuous thickness over the entire mat. If the slab was thickened at the pile groups and
around the exterior, we would simply need to draw multiple slab elements adjacent to each other. If two slab elements are
adjacent to each other, they will have full fixity to each other. If we thicken the previous model it may look something like
this:
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Here we can see that this mat slab was drawn in multiple pieces of different thicknesses. The image on the right shows a
rendered view with part of the slab cut away to see the differences in thickness.
Pile and Pile Cap Limitations
•
The program does not consider battered piles.
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Pile Caps - Design
Pile Caps - Design
In this section we will talk specifically about the calculations for pile caps. These design results are NOT available when
using piles and a slab to create your pile cap. The only portions of this section that are applicable to individual piles is the
Pile Punching Shear section. For the slab/pile cap design, see the Slabs topic
Pile Cap Design Philosophy
Pile cap design within RISAFoundation considers the beam philosophy as opposed to the truss philosophy. Both are
acceptable by code (ACI 318 Section 15.5.3).
Pile Capacity Checks
These checks allow the engineer to see if any of the piles in the model are exceeding the allowable forces that were entered.
Allowable Pile Loads
The allowable pile loads are defined by the user in the Pile Definitions spreadsheet. If the piles are part of a pile cap element
then, these allowable loads are reduced by the Reduction Factors on the Pile Cap Definitions - Geometry tab.
Loads Developed in Piles in Pile Cap Applications
The loads developed in the piles within the pile cap elements are found using the equations below. Some things to note on the
computation of these forces:
•
•
•
•
•
Loads are only applied to the cap at the pedestal location, which is placed at the centroid of the cap.
The axial pile stiffness (given in the Pile Definitions spreadsheet) is considered the same for both compression and
tension and is taken from the Comp. Stiffness.
The pile cap is assumed rigid.
The centroid location for force calculations of the piles is from the mid-height of the pile cap.
Applied torsion to pile caps is not currently taken into account in the calculation of shear in the piles.
where:
Ppile = Total axial load on an individual pile
P = Column load and self-weight of the pile cap, pedestal and overburden
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N = total number of piles in pile cap
Mx,z = Applied moment to pedestal
xp, yp = Distance from centroid of pile cap to centroid of individual pile parallel to the respective axis.
Vx,z = Applied shear to pedestal.
hped = Height of pedestal from the top of the pile cap
d = Thickness of pile cap
T = Applied torque to pedestal
= Angle between the centroid of the column and the centroid of the pile location, taken from the negative local x
direction counter-clockwise
Vpilex: Shear in pile in local x direction
Vpilez: Shear in pile in local z direction
Vpile: Total demand shear in pile (in any direction)
Pile Cap Flexural Design
The flexural design of pile caps is based on the moment at the face of the pedestals in each direction. The image below
explains how the Mu moment is evaulated.
The red lines in the image show the locations where we compute the moments. The calculation of the moment at the face of
column is as follows:
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Thus, the program uses the factored pile forces multiplied by their horizontal distance to the face of column and subtracts the
self-weight of the pile cap and overburden in this area multiplied by its moment arm. In the example this would be the Muxx
moment at the right face of the pedestal. This calculation would then be done for the left face of the pedestal and the
enveloped maximum positive and negative moments are given.
This calculation is then done identically in the Muzz direction.
Flexural Reinforcement Design
The design of reinforcement runs through a design routine to come up with the area of steel required in both directions. This
routine checks the area of steel based on flexure and then checks minimum requirements and considers the short side
amplification factor as well.
As req'd = area of steel required for the design moment, using typical bending equations.
1.
2.
3.
4.
5.
6.
If Astop req’d > .0033bd use Astop req’d. This is exactly the same for Asbot.
If Astop req’d < .0033bd < 4/3As, use 0.0033bd. This is exactly the same for Asbot.
If 4/3As top req’d < .0033bd, use4/3As. This is exactly the same for Asbot.
Check for amplification of As in the short direction considering the β factor. See below for more information.
After these steps compare As top + As bot to 0.0018bh. If greater than 0.0018bh then you are done. If less than 0.0018bh,
then we simply take the amount that yet needs to be added and add half of the steel to the top and half to the bottom.
The final check would be to compare the steel ratios to the min and max ratios from the Pile Cap Definitions-General
tab.
Notes:
•
If the user-defined steel ratios do not meet code requirements we will use the code requirements and provide a note in
the detail report.
•
β Factor consideration
• β = ratio of long dimension of pile cap to short dimension of pile cap.
• Asβ = As req'd*(2β )/(1+β)
• For pile caps with clipped corners we are taking the full dimension for the β calculation.
If no flexural reinforcement required in a given direction, all of the shrinkage and temperature steel in that direction
will be added to the bottom of the slab.
If top reinforcement is required in one direction and bottom reinforcement is required in both directions, then all
provisions may be satisfied without giving reinforcement in the top in the direction where reinforcement is not
required. We currently do not reinforce this opposite direction, though it is recommended to do so.
•
•
d Calculation
For bottom bar reinforcement design:
d = tslab - pile embed - bot cover - dbot bar
For top bar reinforcement design:
d = tslab - top cover - dtop bar.
Note:
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•
Because we do not know exactly how the reinforcement will be placed, we take the interface of the two directions of
reinforcement as the location for the d calculation.
Pile Location Tolerance Consideration
If there is a pile location tolerance defined, we simply modify Mu equation above, adding the tolerance to the moment arm
for each individual pile. This will nearly always increase the moment demand.
One Way (Deep Beam) Shear Check
This check considers the entire pile cap as a beam element and checks the overall shear across the pile either at a distance d
from the face of the pedestal, or at the face of the pedestal. Where this check occurs depends on the distance, w.
w = the distance along the local axes from the face of pedestal to the centerline of the nearest pile in that direction.
If d < w, the critical location where shear is checked is taken at a distance d from the face of the pedestal. In this case the
equation for the shear stress capacity is found by:
If d > w, then the critical location where shear is checked is taken at the face of support.
;
CRSI Design Handbook 2008 Eqn 13-2 on P.13-26
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Pile Caps - Design
The equation to calculate the shear capacity is:
(φVnmax only applies for eqn 13-2)
where:
Mu = enveloped moment at critical location.
Vu = enveloped shear at critical location
ρw = Asprovided/bd
d = tslab - pile embed - cover - dbar
We do these calculations for both sides of the pedestal in both directions and envelope the worst code check in each direction.
Considerations:
•
124
Mu and Vu are the enveloped moment and shear values. The maximum moment and shear occur at the same location
for the majority of cases.
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Pile Caps - Design
•
We are NOT considering the one way beam shear failures that can occur in other locations within the pile cap. An
example of this type of failure would be a shear force that might shear off a corner of the pile cap.
•
For lightweight concrete, the lambda reduction factor specified in the Materials spreadsheet is applied to the capacity
per section 11.2.1.2 of the ACI 318 specification.
Pile Location Tolerance Considerations
When a pile location tolerance is defined that tolerance is simply added to the w term in each direction. An increased w will
decrease the one way shear capacity of the pile cap.
Code Considerations
For the Saudi Code the ACI 318-05 is used. This is noted in the detail report. The Mexican and Canadian code are simply
using their standard beam and slab one way bending equations.
Pile Punching Shear Checks
The punching shear in a pile is simply the axial compression force in a pile considering strength load combinations.
The punching shear capacity is obtained via the ACI code equations, seen below. The code requires this value to be the
minimum of these three values.
Note:
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Pile Caps - Design
•
For lightweight concrete, the lambda reduction factor specified in the Materials spreadsheet is applied to the capacity
per section 11.2.1.2 of the ACI 318 specification.
bo Calculations
The calculation of bo is done considering an interior, edge and corner condition. The program calculates a bo value for each of
these conditions for each pile and then uses the minimum value for design and reports that condition.
When there is no reinforcement at the top face of the pile cap (in either direction)
If there is no reinforcement in the top of the pile cap, then for the consideration of pile punching the slab is considered
unreinforced. Because of this we use the provisions from ACI 318 Chapter 22. From section 9.3.5, the factor for shear is
0.55 (as compared to 0.75 for reinforced concrete). The punching shear equation for structural plain concrete (22-10) is the
Chapter 11 punching shear equations taken with a 2/3 factor. Thus, the ratio of using structural plain concrete to reinforced
concrete is : 2/3*(0.55/0.75) = .488. RISAFoundation rounds this to 0.5 and takes a 50% reduction in capacity for punching
shear if there is no reinforcement in the top slab.
Note:
•
If there is reinforcement in ONE direction we do not use this reduction.
When the Pile's Local Axes do not correspond to the slab geometry
The punching shear perimeters are always investigated with respect to the pile local axes. As shown below, there may be
cases where these local axes do not correspond to the cap edge or corner geometry adjacent to that pile. In cases like these it
is possible for this to result in an artificially large assumed punching shear perimeter.
Using Equivalent Square Piles
When calculating the punching shear perimeter for a round pile, the program always converts the pile into an equivalent
square pile of equal perimeter (similar to super-imposed square in the image below). This greatly simplifies the calculation of
punching perimeters when close to an edge or corner.
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d Calculation
d = tslab - pile embed - top cover - dtop bar
Group Punching for Piles
We do not currently calculate a group punching check. At solution we will check to see if closely spaced piles have shear
perimeters that overlap. If so we will give a warning in the warning log noting this. We will still give the capacities assuming
the total shear perimeter for the pile not considering group action.
Beams/Pedestal intersecting the shear perimeter of a Pile
•
•
When a beam is co-linear with the pedestal joint, the program will not provide a punching shear check on the
pedestal. In these cases a code check of NC or will be listed.
When the pedestal for the pile cap is located in the piles shear perimeter the program does not check for this. Thus,
the punching shear capacity will be calculated as if there is no pedestal above.
Pedestal Punching Shear Checks
Pedestal punching shear checks are handled in much the same way that pile punching shear checks are considered. A major
difference is that pedestals can transfer moment into the pile cap. Thus, the pile cap punching shear capacity is reported as a
stress and the maximum stress induced due to axial load and moment is checked. See the Pile Cap Results for more on this.
To calculate the shear demand in the pile, simply sum the factored axial forces in the piles outside of the pedestal shear
perimeter and add to that the factored self-weight of the pedestal and a ratio of the factored self-weight of the pile cap.
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Note:
•
For lightweight concrete, the lambda reduction factor specified in the Materials spreadsheet is applied to the capacity
per section 11.2.1.2 of the ACI 318 specification.
d Calculation:
d = tslab - pile embed - bot cover - dbot bar
When Piles intersect the shear perimeter of the Pedestal
At solution the program checks to see whether any of the piles in the pile cap have their centerlines located within the shear
perimeter of the pedestal. If so, then these piles do not contribute to the pedestal punching shear demand in the cap. If this
centerline falls outside of the shear perimeter than the entire force of the pile adds to the pedestal punching shear demand.
Note:
•
ACI 318 section 15.5.4 discusses the cases where piles are very near the shear perimeter location. They recommend
proportioning load according to how much of the pile is within the pedestal shear perimeter. RISAFoundation only
considers the centerline of the pile.
Pedestal Design
Pedestal design for pile caps is identical to what is done for pedestals on slabs. See the Pedestals-Design Results topic for
detailed information.
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Pile Results
Results for individual piles can be found in the Pile Results spreadsheet.
Pile Design Checks
UC Checks
The Shear, Compression and Tension UC values give the ratio of demand forces to allowable forces. The allowable forces are
pulled directly from the Pile Definitions spreadsheet. These are given for the load combination that produces the worst case
UC.
Forces
The shear, compression and tension forces are given for the load combination that produces the worst case UC.
Note:
•
For shear this value is directionless. The program takes:
LCs
These are the governing load combinations for each type of force.
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Pile Results
Punching Shear Values
UC Check
This is the ratio of demand punching shear to punching shear capacity for the worst case load combination.
Gov LC
This is the load combination that produces the worst case punching shear for each individual pile.
Location
This helps to define the geometry for the shear perimeter. The program calculates a shear perimeter assuming a corner failure,
an edge failure and an interior failure. The smallest perimeter is the one that governs and is given here.
Vuy
This is the factored punching shear demand.
Phi*Vny
This is the punching shear capacity of the slab/pile cap at this pile location. For more information on this calculation see the
Pile Caps - Design topic.
Punching Shear Geometries
Effective Depth
The effective depth of the slab/pile cap is used to define the punching shear perimeter at a distance of d/2 beyond the edge of
the pile.
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The effective depth is based on the smallest depth (to top reinforcing) for the Design Strips that encompass the pile. In cases
where no design strips are defined at the pile location, the program will assume the bar size and cover specified in the first
rule defined in the Design Rules spreadsheet.
L1 and L2
Length of the critical section along the local axes. This value is used to define the punching shear perimeter. See the image in
the Pile Caps - Design topic for more information.
Note:
•
For further discussion refer to ACI section 11.12.1.2 and 13.5.3
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Pile Cap Results
The locations for output for pile caps are the Pile Cap Results browsers and the Pile Cap detail report.
Pile Cap Results Browser
To view the pile cap results browser, click the Pile Cap Results from the Results toolbar, or go to Results-Pile Cap Results.
These output browsers are meant to summarize the results for the pile cap. To see more detailed information view the detail
report by click the
browser. Alternatively, press the
that defines the pile cap.
button near the top of the screen when you are in the Pile Cap Results
button on the left side of the screen (when in a graphical view) and click on the node
Pile Design Checks
The Pile Design Checks spreadsheet gives the worst case pile for the worst case load combination for each design check:
shear, compression, tension, and punching shear. For more information and details on each of these design checks, see the
detail report.
Pile Cap Geometry
The Pile Cap Geometry spreadsheet gives dimensions for the pile cap and pedestal. To get a detailed sketch of this
information see the detail report.
Note:
•
The values in parentheses for the length and width are the dimensions for non-rectangular sides of the cap. See the 3
pile layout for an example of this.
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Pile Cap Steel Reinforcement
The Pile Cap Steel Reinforcement gives required steel for both the pile cap and pedestal. To get more information on the
design of the pile cap reinforcement, see the Pile Cap - Design topic and the Pile Cap Flexural Design portion of the detail
report.
Pile Cap Design Forces
The Pile Cap Design Forces spreadsheet gives a summary of the forces in the pile cap for the worst case load combinations.
The Muxx and Muzz moments are the worst case moments from the positive and negative faces of the pedestal in both
directions. They are based on the local axis of the pile cap, which can be viewed in the Plot Options dialog. For more
information on these design values see the Pile Cap - Design topic and the Pile Cap Flexural Design portion of the detail
report. The Vu-pis the pedestal punching shear demand. See the Pile Cap - Design topic and the Pedestal Punching Shear
portion of the detail report. The Vu-x and Vu-z shears are the worst case shears from the positive and negative faces of the
pedestal in both directions. See the Pile Cap - Design topic and the One Way Shear portion of the detail report.
Pedestal Design Checks
The Pedestal Design Checks section gives a summary of the design checks for the pedestal for the worst case load
combination. For more detailed information see the Pedestal - Design and Punching topic and the Pedestal Design portion of
the detail report.
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Pile Cap Results
Detail Report Information
The Pile Cap Detail Report gives detailed information about geometry, materials, criteria, design checks and sketches
associated with this pile cap. Here we will walk through each section of the report.
Header
The header of the detail report is useful for navigating and viewing information in the pile cap reports.
•
•
The double arrows allow you to click through detail reports for the different pile caps in the model.
The Options button opens up the report options dialog. This allows you to customize exactly what you see in the
detail report. There are also options for viewing the Expanded View for some sections of reports. We will talk about
what this means for these checks.
•
•
•
The Print button opens you to the print dialog to print the report.
The Page Setup button allows you to modify page margins.
The Help button opens you to the detail report section in the Pile Cap Results topic.
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Sketch
The sketch section gives a full sketch of pedestal and pile locations. The dimensions were found using the CRSI pile layouts,
edge distance, pile spacing factor and the pile diameter/side dimension. The minimum distance between piles is defined by
the Spacing Factor x Pile Diameter/Side Dimension and is shown on the sketch as well (SF*D).
Reinforcement Details
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Pile Cap Results
The reinforcement details section lists bar size, spacing and total reinforcement in each direction of the pile cap. This gives
you a to scale visual of the reinforcement in your pile cap and pedestal. For more information on the required steel
calculation see the Pile Cap - Design topic and the Pile Cap Flexural Design portion of the detail report.
Geometry, Materials and Criteria
The geometry, materials and criteria section gives input information from the Design Rules, Pile Definitions, Pile Cap
Definitions and All Support Types spreadsheets.
Pile Capacity Checks
The pile capacity checks section has two options: the expanded view (above) and the governing view (below). The expanded
view gives forces and code checks in each pile in the pile layout for each service load combination run. The governing view
simply gives the maximum code check for the worst case pile for the worst case LC. To see more about how these forces are
calculated and how the allowable forces are modified, see the Pile Caps - Design topic.
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Pile Cap Flexural Design
The pile cap flexural design section starts by giving minimum steel requirements for both flexure and shrinkage and
temperature. Then there is a bottom and top bar reinforcement section where the max. moments at the face of the pedestal is
given in both orthogonal directions. The Muxx moment (moment causing bending about the x-axis) is the maximum moment
computed considering all strength load combinations at both the positive and negative z faces of the pedestal. Top
reinforcement is only added if there is negative bending in the pile cap. For more information on reinforcement calculations
see the Pile Caps - Design topic.
Pedestal Punching Shear Check
The pedestal punching shear section gives the demand punching shear and moments at the base of the pedestal. These forces
are then converted into an equivalent total stress and this stress is reported.
Phi*Vny represents the shear stress capacity of the slab calculated based on the three ACI equations for two way or punching
shear capacity of the slab. This value does NOT include any additional capacity due to shear reinforcing in the slab. For
information on the calculation of the punching shear demand, see the Pile Caps - Design topic. For information regarding
geometry see the Punching Shear Geometry section of the detail report.
Pile Punching Shear Check
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Pile Cap Results
The pile punching shear checks section has two options: the expanded view (above) and the governing view (below). The
expanded view gives forces and code checks in each pile in the pile layout for each strength load combination run. The
governing view simply gives the maximum code check for the worst case pile for the worst case LC. To see more about how
these forces are calculated and how the allowable forces are modified, see the Pile Caps - Design topic.
Punching Shear Geometry
The punching shear geometry section has two options: the expanded view (above) and the governing view (below). The
expanded view gives geometry information for every pile. The governing view simply gives the geometry information for the
worst case pile.
Location
The pedestal and slab geometry is investigated and checked for all three types of punching failure (Interior, Edge and
Corner). This field represents the type of failure method that controlled the code check calculation for the given pedestal.
L1 and L2
Length of the critical section along the local axes. This value is used to define the punching shear perimeter as well as to
define how much of the moment is transferred by eccentricity of shear (as opposed to the portion transferred by flexure).
Note:
•
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For further discussion refer to ACI section 11.12.1.2 and 13.5.3
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Polar Moment - xx and Polar Moment - zz
This is a property (Jc) of the critical section which is analogous to polar moment of inertia about the local xx axes. This value
is used to determine the shear stress in the critical section which is due to unbalanced moment.
Note:
•
For further discussion refer to the commentary for ACI section 11.12.6.2
Gamma x and Gamma z
This is calculated from the dimensions of the assumed punching shear perimeter. It represents the fraction of the unbalanced
moment for each axis that is transferred by eccentricity of shear.
Note:
•
For further discussion refer to ACI section 11.12.6.1 and 13.5.3
To see more about how geometry is considered, see the Pile Caps - Design topic.
One Way Shear Check
The one way shear check section gives a results summary for beam shear across the pile cap. The x-Dir Cut Vu displays the
worst case shear force at the positive and negative x sides of the pedestal for all strength LCs. The Vc (x-Dir Cut) and Vc (zDir Cut) gives the shear capacity about both local axis directions. The w, d, Vu and Mu-xx and Mu-zz values are given to
verify the calculation of shear capacity. For more information on these calculations, see the Pile Cap - Design topic.
Pedestal Design Checks
The pedestal design section gives design check results for both shear and combined bending and axial forces. See the
Pedestals-Design Results for more information on these checks.
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Points
Points
Points are used to define the basic geometry of the structure or model. This includes slabs, beams, footings, piles and pile
caps. Points are also used to define load locations such as point loads, line loads, and area loads. Each Point is a point in
space defined by coordinates in the horizontal and vertical directions or axes.
Points are created automatically as you draw, but may be created manually from within the Point Coordinates Spreadsheet.
Once created, either automatically or manually, the points may be edited within this spreadsheet or by double-clicking the
point.
To Define Points
•
Select the Point Coordinates Spreadsheet from the Spreadsheets Menu and define the point coordinates.
•
•
You may use cut and paste, block fill, and block math to enter and edit points.
You may choose the prefix that is used to label the points.
Note
Point Coordinates Spreadsheet
The Point Coordinates Spreadsheet records the labels and coordinates for the points and may be accessed by selecting
Points on the Spreadsheets Menu.
Use the first column to assign a Label for each point. You can then refer to each point by its label. Each label has to be
unique. If you try to enter the same label more than once you will receive an error message. As you create new lines, the
program will automatically create a new, unique label for each point.
The next two columns contain the coordinates of the point in the Z and X global directions. These represent the offsets of the
points from the origin of the coordinate system (0, 0). The appropriate units are listed at the top of each column.
Point Information Dialog
You may double-click any point to view it’s properties. All of the same information that is stored in the Points spreadsheet
is displayed for the point you choose, and may be edited. This is a quick way to view and change point properties. For large
selections of points however the spreadsheet may be the faster solution.
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Points
Label - You can view and edit the point’s label.
Coordinates - You can view and edit the point coordinates.
Boundary Conditions - Here you can view and edit the point boundary conditions. The edit boxes to the right of the
boundary condition list boxes are where you would enter additional data for a boundary condition such as a spring stiffness, a
Story number, or a master joint label for a Slaved joint.
Support Type - This allows you to define a footing, pile, or pile cap at this point.
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Points - Results
When the model is solved, there are several groups of results specifically for the points.
Point Deflections Results
Access the Point Deflections Spreadsheet by selecting it from the Results Menu.
These are the deflections, or displacements, for every point in the structure. Each point has 3 values calculated, 1 for each of
the 3 global degrees of freedom. Those being 1 translations and 2 rotations. The units for the displacements are shown at the
top of each column. The rotations are shown in units of radians (1 radian = 57.3 degrees, approximately).
Note
•
•
See Spreadsheet Operations to learn how to use Find, Sort, and other options.
See Plot Options - Points/Supports/Subgrades to learn how to plot point results.
Point Reaction Results
Access the Point Reactions Spreadsheet by selecting it from the Results Menu.
These are the reactive forces applied to the foundation at its points of support. A positive reaction is applied in the upward
vertical direction and a negative reaction is applied in the downward vertical direction. A positive moment is given according
to the right hand rule assuming the thumb is pointing in the positive global axis direction. Assuming a reaction has been
calculated at all points of support, the total of the reactive forces in each direction should equal the total applied force in each
direction. The units for the reactions are listed at the top of each column, and a total reaction for each direction is summed at
the bottom of each translation column.
Retaining walls will also show up in this dialog. The total self-weight of the retaining wall and the total of any externally
applied loads to the wall will be calculated here. Keep in mind that there are soil loadings implicit in the design of the wall as
well, but those are not shown here.
Note
•
•
See Spreadsheet Operations to learn how to use Find, Sort, and other options.
See Plot Options - Points/Supports/Subgrades to learn how to plot point results.
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Printing
Printing
You may print graphics as they appear on the screen or print all or part of the tabulated results. If a spreadsheet is currently
button the following options are presented. If a model view is currently active, and you
active and you click the print
select the print button, Graphic Print Options are presented.
If you have lines selected in the spreadsheet then you may print only those lines by selecting the first option. If you wish to
print the entire spreadsheet you may choose the second option. The last option allows you to print multiple spreadsheets in a
custom report that is discussed in the next section. You may combine the last two options with the Exclude feature to hide
some data and print only the data you want.
To Print a Report
•
While in a spreadsheet click on the Print
button and choose to print the current spreadsheet, a selected
portion of the spreadsheet, or multiple sections by printing a report. If you are in a model view the Graphic Print
Options are opened so click 'Print a Report Instead'.
To Print Graphics
•
While in a model view click on the Print
•
If you are not in a model view the Data Printing settings are opened instead. Close this and click on the model
button and choose from the options.
Note
view that you want to print before clicking the Print
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Printing
Printing Reports
The Report Printing Dialog options help you build your reports. There are standard reports for you to choose from and you
may also name and save any report format you custom build. To choose a standard report simply pick it from the Report
Name drop down list.
To build your own custom report you may double-click on report sections in order to move them from the list of available
sections on the left, to the current report defined in the list on the right. You may use the mouse and the SHIFT or CTRL keys
to pick multiple sections and then move them with the Add button.
Formatting options allow you to specify the text color as black or blue, shade every other line to enhance readability and
select the starting page number. The number shown will be the next page number in the current sequence, but you can
override this for occasions where you need to insert your calculation pages into an existing report and you need the page
numbering to match. All reports have a footer with version information, the file name and path, and the page number. The
single line header option will include the Model Title specified in the Global Parameters along with the date. The triple line
header adds company, designer and job number to the header as well as a place to initial any checking. There is also an
option to turn off the Date/Time stamp so that this will not appear on your printed reports.
The Item Options allow you to select beam related options. You may specify that you want the beam results to be listed for
each beam section (specified in the Global Parameters) or just for the beam ends.
Printing to a File
A flat file is a file without column headings, print formatting, or graphical elements and is useful for importing and parsing
into spreadsheets, database tables, or as post processor input data.
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Printing
There are several options available to make the flat file easier to parse. Note that printing and then looking at a sample output
file with all the options selected will make it easier to understand what the options do.
You have an option to include the 'Section Headers' which will print a text description of each block of data. For example, the
Point Coordinates data would be preceded by a [POINT COORDINATES] header on it’s own line before the data. You may
also include a 'Record Count' which is useful if you’re writing looping code to read in the number of records within each data
block. The number of records prints on it’s own line. You can also have a special 'UNITS Section' be printed out which will
give you the units used for all the values in the program.
The field delimiter options let you choose what character will be used to separate each field of data within record. For
example, each coordinate value in the Point Coordinates data would be separated by the character selected. Programs that you
might be importing the file into like MS Excel or MS Access often have options to select what the field delimiter will be for
records of data.
The text delimiter works like the field delimiter, except that it’s used to set apart text labels. All text in the flat file will be
enclosed at the beginning and the end by the selected text delimiter character. This is very useful when trying to read in label
strings that contain embedded spaces. As an example, the Point labels in the Point Coordinates data would each be enclosed
by a single or double quote.
The current flat file options are saved each time the program is closed.
To Print to a Flat File
•
While in a spreadsheet click on the Print
choose Write Flat File.
button, Choose Use Report Printing Options and click OK, then
Graphics Printing
These options control the graphics printing. You may choose to print in Portrait or Landscape mode.
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Printing
Next, two Scale Factors are defined. These scale factors are used to make the text and symbols displayed as part of the
graphic larger or smaller. A higher scale factor makes the text or symbol bigger. Since the resolution of the printer is
probably much greater than the resolution of your screen, you can probably make the text and symbols smaller (by using a
scale factor of less than 1.) than they appear on screen and they will still be easily readable. This makes for a cleaner looking
graphic print. As far as what scale factors you should use, the only way to be sure is to experiment a little.
You can specify a Sketch # and a Sketch Prefix to label your graphic prints as well.
You may include the Title Bar to display the model title, designer, company name, date and time. You can also enter a
comment that will be printed in the title bar. Page Setup allows you to set the margins.
Once you have everything the way you want it choose Continue. This will bring you to the print settings that are specific to
your printer. The choices are different for each printer but generally allow you to choose the printer, orientation, quality and
quantity.
The bottom button Print a Report Instead is provided so you can get to the report printing dialog directly from a graphic
view.
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Results
Results
You may work with the results of a solution by viewing and sorting data in the spreadsheets, graphically plotting them with
the model or by viewing detailed beam reports. You may also print the results in any of these forms. To learn about printing
results, see Printing.
Upon the completion of a static solution, RISA opens the Results Toolbar and the Point Reactions Spreadsheet. If any
warnings have been written to the Warning Log, it is displayed as well. You may then proceed to view any results and make
any changes for further analysis.
If you make any changes to the model that would void the results, such as moving points or adding beams, the results will be
purged and another solution will be required before the results can be viewed again.
Each of the result types is described in it’s own section:
Results Spreadsheets
•
•
•
•
•
•
•
•
•
•
•
•
•
Point Deflection Results
Point Reaction Results
Soil Pressure Results
Beam Force Results
Beam Design Results
Beam Bending Reinforcement Results
Beam Shear Reinforcement Results
Design Cut Results
Strip Reinforcing Results
Plate Force Results
Plate Corner Force Results
Footing Results
Safety Factors
Detail Reports
•
Concrete Beam Detail Reports
Saving Results
When you save a file that has been solved you may also save the results. The next time that the file is opened the saved
results will be opened as well. You may use the Preferences on the Tools Menu to change the way that you are prompted to
save results.
If changes are made to the model, any saved results are deleted. Saved results for models that no longer exist in the same
directory are also deleted.
Results Spreadsheets
You may access the result spreadsheets by selecting them from the Results Menu. You may use the Find, Sort, and Exclude
features to find the results you are interested in. For example you might sort the member stresses from high to low, bringing
all of the highly stressed members to the top. You might then exclude members that do not have significant axial stresses so
that they do not distract you or so that they are not printed.
Finding Results
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Results
•
To go to a certain item while in a spreadsheet click the Find
label.
button and type in the desired beam or point
Sorting Results
•
To sort the results click on the column of results you wish to sort and then click the Sort
button to specify
preferences. You can sort based on maximum, minimum, absolute maximum or input order.
Excluding Results
Excluding Results While in Spreadsheets
To exclude results click on the last line of results you wish to keep and then click the Exclude After
bring the results back by clicking on the UN-Exclude
button. You can
button.
Note
•
It might be best to first sort the results before excluding.
Graphic Results
Most of the analysis results may be viewed graphically as well as in the spreadsheets. For the points you may plot the
reactions. For the beams you may plot force diagrams. Slab stress contours and plate corner forces may also be viewed
graphically. Deflected shapes may be viewed and animated. See Plot Options for more information.
To Plot Results Graphically
1.
If you do not already have the model view open click the New View
2.
3.
button on the Window Toolbar and select the Loads tab.
Click the Plot Options
Select the options you would like to view and click Apply.
button on the RISA Toolbar.
Clearing Results
You will be provided with a warning if changes are made to the model that might invalidate the current results. Should you
decide to proceed, the results will automatically be cleared and you will have to re-solve the model to get results once you are
finished making changes. This warning may be disabled in the Preferences on the Tools Menu. To manually clear results,
click the Clear Results
button.
Beam Detail Reports
The detail reports for concrete Beams are discussed in greater detail in the Concrete - Design Results section.
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Retaining Wall Definitions
Retaining Wall Definitions
Retaining walls can now be defined in RISAFoundation. Retaining walls consider soil loading and exterior loads to design
both the wall stem and footing for concrete design, and consider overturning and sliding serviceability considerations.
•
•
•
See the Retaining Walls - Modeling topic for more information on modeling requirements.
See the Retaining Walls - Design topic for more information on calculation details.
See the Retaining Wall Results topic for more information on the output.
Here we will explain the Retaining Wall Definitions editor and spreadsheets, found on the Data Entry toolbar or the
Spreadsheets drop-down list. Note that you can have multiple retaining walls in a given project that may require multiple
definitions.
The Retaining Wall Definition spreadsheet and editor are always synchronized. Making changes from one will update the
other.
Here we will explain what each of these options mean.
Note:
•
See the Retaining Wall Definition Editor information for how this information can be created from a graphic dialog.
General Tab
Here are some general considerations for retaining walls.
Label
This label provides a unique name for the retaining wall definition. Note that there is a red arrow that is available to click on.
Clicking this arrow will open the Retaining Wall Definition Editor. See below for more information on this dialog.
Wall Height
This is the retaining wall height from the top of footing.
Soil Height
This is the height of the backfill behind the wall taken from the base of the footing.
Water Height
This is the height of water behind the wall taken from the base of the footing. If this is input as zero (fully drained condition),
then the water table will be assumed to occur below the bottom of footing or shear key.
Propped?
This defines whether the top of the wall is propped. If the wall is propped then sliding and overturning checks for the wall
will be omitted.
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Retaining Wall Definitions
Foot Restrained?
This defines whether the bottom of the footing is restrained laterally (i.e. a basement slab is poured adjacent to the wall). If so
then the sliding check will be omitted.
Wall/Foot Continuity?
This defines whether the wall and footing are assumed to be monolithic. If the wall and footing are monolithic (the Yes
option) then we will not do a shear friction check for the dowels from the footing to the wall. If the wall and footing are not
monolithic, then we will do a shear friction check. Smooth versus rough defines whether the footing at the location where the
wall is poured has been intentionally roughened or not. This affects the shear friction calculation. For more information see
the shear friction check section in the Retaining Wall - Design topic.
Foot Dowels
The number of layers defines whether there are dowels in both faces of the wall, or only the interior face (soil face). This
input is only required if the footing and wall are NOT monolithic. If that is the case then the shear friction check at the base
of the wall requires an area of steel for the dowel bars. The program assumes that the dowels from the footing into the wall
will match the wall reinforcement and calculates Avf accordingly.
Geometry Tab
Here are some geometry inputs.
Wall Thickness
This is the total wall thickness.
Note:
•
Currently only uniform thickness walls are supported. A future version will offer a battered wall option.
Foot Thickness
This is the footing thickness.
Toe Length
This is the length of the footing from the outer face of the wall.
Heel Length
This is the length of the footing from the inner face of the wall.
Key Width/Depth
These are the dimensions of the shear key if there is one. If either of these dimensions is zero then no key will be considered.
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Retaining Wall Definitions
Key Offset
This is the offset of the key from the inside (soil) face of the wall. A positive dimension will move the key in the heel
direction. A negative dimension will move the key in the toe direction.
Soil Tab
Here are the soil parameters.
Gamma Heel/Gamma Toe
These are the soil densities on both the heel and toe sides of the wall.
Phi Heel/Phi Toe
This is the internal angle of friction of the soil on both the heel and the toe sides of the wall. This is used, along with the
backfill angle, in determining the lateral force coefficient (K). Note that there is a K input field. If this field is input then we
will override the calculation and simply use the input K value. For more information on this see Soil Considerations in the
Retaining Wall-Design topic.
K Lat Heel/K Lat Toe
This allows you to directly input the soil lateral force coefficient, K, for the soil on the heel and toe sides. You can leave this
blank and the program will calculate K for you, using the Phi and Backfill Angle values. For more information on this see
Soil Considerations in the Retaining Wall-Design topic.
Backfill Angle
This is the slope angle of the backfill on the heel side from horizontal. A negative slope is not allowed.
Heel Surcharge
This is a vertical surcharge pressure on the soil adjacent to the heel side of the wall and is always considered in the LL load
category.
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Toe Depth
This is the soil depth above the top of footing on the toe side of the wall. If this is set to zero, then the soil level will be
assumed at the bottom of footing elevation. Thus, if there is a shear key, you can consider the passive pressure only on the
key.
Gamma Sat/Phi Sat Heel/K Lat Sat Heel
These inputs are only considered if the water height is greater than zero. These are the soil parameters in the saturated portion
of soil. If K Lat Sat Heel is left blank, the program will use the Phi Sat Heel and the Backfill Angle to calculate K. For
more information on this see Soil Considerations in the Retaining Wall-Design topic.
Wall Tab
Here are wall reinforcement parameters.
Location
This defines whether you have a single layer of reinforcement or bars each face.
Int Bar and Ext Bar
This defines the vertical bar on the interior (soil) and exterior faces of the wall. If you have defined a single layer of
reinforcement then the Ext Bar field will not be used.
Min/Max Int and Ext Bar Space
The program will design the vertical reinforcement spacing based on these guidelines. If you want the reinforcement to be at
an exact spacing, enter that spacing as both the min and max in order to force this spacing.
Note:
•
•
If you have a cantilevered shear wall, the exterior bar spacing design will be designed soled to meet minimum
requirements.
If you have defined a single layer of reinforcement then the exterior min and max spacing will not be used.
Bar Inc
This is the spacing change increment that the program will use for design. If the maximum spacing does not work, the
spacing will drop by this increment and be checked again. The program will work its way down until it reaches a spacing that
meets all reinforcement requirements.
Int and Ext Cover
These are cover dimensions for the interior (soil) and exterior faces of the wall. If you have defined a single layer of
reinforcement then the exterior cover will not be used.
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Hor Bar Size and Hor Bar Spacing
This defines the bar size and spacing of the horizontal bars in the wall. The program will check that these bars meet minimum
requirements.
Note:
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The program does not consider two way bending, so this reinforcement is only for non-strength requirements.
Outer Bars
This defines whether the vertical or horizontal bars in the wall are nearest the faces of the wall. This affects the "d"
calculation for the wall. If you have defined a single layer of reinforcement then this field will not be used and it will be
assumed that the vertical bar is nearest the inside (soil) face.
The images below are a section cutting horizontally through the wall.
Horizontal
Vertical
Footing Tab
Here are footing reinforcement parameters.
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Location
This defines whether you have a single layer of reinforcement or bars both top and bottom.
Bot Bar and Top Bar
This defines the bottom and top bar sizes in the footing. If you have defined a single layer of reinforcement then the Top Bar
field will not be used.
Min/Max Bot and Top Bar Space
The program will design the main footing reinforcement spacing based on these guidelines. If you want the reinforcement to
be at an exact spacing, simply enter that spacing as both the min and max in order to force this spacing. If you have defined a
single layer of reinforcement then the top min and max spacing will not be used.
Bar Inc
This is the spacing change increment that the program will use for design. If the maximum spacing does not work, the
spacing will drop by this increment and be checked again. The program will work its way down until it reaches a spacing that
meets all reinforcement requirements.
Top Cover and Bot Cover
These are cover dimensions for the footing. If you have defined a single layer of reinforcement then the top cover dimension
will not be used.
Long Bar Size and Long Bar Spacing
This defines the bar size and spacing of the longitudinal bars in the footing. The program will check that these bars meet
minimum requirements.
Note:
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The program does not consider two way bending, so this reinforcement is only for non-strength requirements.
Retaining Wall Definition Editor
The Retaining Wall Definition Editor provides a way to create or modify retaining wall definitions in a graphical way. This
editor automatically updates any information input into the Retaining Wall Definitions spreadsheet.
Note:
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Keep in mind that this dialog has three tabs. Make sure to fill out the information on all three tabs before clicking OK.
See the information in the Status Bar for more information on each of these entries.
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Accessing the Retaining Wall Editor
To access this editor you can click the red arrow on any tab in the Retaining Wall Definitions spreadsheet (click in the Label
column to make the red arrow appear).
This dialog can also be accessed from the Draw Retaining Walls dialog as well by clicking the "New" button.
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Retaining Walls - Modeling
Here we will talk about the steps in modeling a retaining wall and get into advanced retaining wall considerations.
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See the Retaining Wall Definitions topic for more information on defining wall parameters.
See the Retaining Walls - Design topic for more information on calculation details.
See the Retaining Wall Results topic for more information on the output.
Draw Retaining Walls
To draw a retaining wall click the Draw / Modify Retaining Walls
button and select the Draw Retaining Walls
tab. Set the retaining wall properties, including the Definition. Click OK to start drawing retaining walls by clicking the start
and end location of the retaining wall.
Note
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If you have not created Retaining Wall Definitions ahead of time, you can create a new definition by clicking the New
button. This will open you up to the Retaining Wall Editor dialog.
•
You may undo any mistakes by clicking the Undo
button.
Modify Retaining Walls
There are a couple of ways to modify retaining walls. You may view and edit the retaining wall data in the Retaining Walls
Spreadsheet or you can use the Modify Retaining Walls tool to graphically modify multiple retaining walls at once.
The graphical Retaining Wall Modify tool discussed here lets you modify the properties of retaining walls that already exist
in your model. To use this, specify the properties you want to change, then select the retaining walls you want to modify.
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The Use? check boxes next to the data fields indicate whether the particular parameter will be used or not when the
modification is applied. If the box next to a field is checked, that parameter will be applied to any selected retaining walls. If
the box is NOT checked, the parameter will NOT be applied, even if a value is entered in the field. This lets you easily
change one or two properties on retaining walls without affecting the rest of the properties.
button and select the Modify Properties tab.
To modify a retaining wall click the Draw / Modify Retaining Walls
Then set the parameters that you want to change. Check the Use? box for the items to apply.
Note
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If you have drawn your wall panel so the soil is on the wrong face of the wall you can use the Out of Plane Flip
option. This will flip the start and end nodes of the wall so that the retaining wall is flipped to the correct orientation.
Retaining Walls Spreadsheet
To access this spreadsheet click the Retaining Walls button on the Data Entry toolbar or choose Spreadsheets-Retaining
Walls from the drop-down menu.
Label
This gives a unique label to each retaining wall in the model.
Start Point/End Point
This defines the start and end location points for the retaining wall and can be modified here.
Material
This defines the concrete material to be used for both the wall and the footing.
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Definition
This is the Retaining Wall Definition to be used. This setting gives all of the other information required for design of the
wall.
Retaining Walls Modeling Tips
Here are some tips to think about when modeling retaining walls.
Retaining Wall Orientation
When drawing retaining walls, click on two points to define the length of the retaining wall. The wall (with footing) will be
drawn so that the centerline of the wall lines up along the two nodes defining the wall. These elements, though drawn in a 3D
rendering, are really just line elements.
Figure 1: Plan View of Retaining Wall
When drawing a retaining wall the orientation of the local axes for the wall will always have the local x-direction parallel to
the line that defines the two nodes drawn.
Figure 2: Isometric View of Retaining Wall
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Here we can also see the orientation of the positive z-axis and that the soil side of the retaining wall is oriented on the
positive z-axis. So you must keep this in mind when drawing your walls.
If you are drawing basement walls for a structure then make sure to draw in a counter-clockwise fashion. This will ensure
that the soil is on the exterior side of the walls.
Figure 3: Basement Walls Drawn Counter-Clockwise
Note
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If you have drawn your wall panel so the soil is on the wrong face of the wall you can use the Out of Plane Flip option
on the Modify Retaining Walls dialog. This will flip the start and end nodes of the wall so that the retaining wall is
flipped to the correct orientation.
Load Categories
Once you have defined all of the required properties in the Retaining Wall Definitions spreadsheet, the program calculates the
weights, hydrostatic loads, soil pressures, etc, and applies them to the wall for analysis and design purposes. The program
also places these loads in load categories for you automatically.
Dead Loads (DL): weight of concrete and weight of soil
Live Loads (LL): surcharge loads
Hydrostatic Loads (HL): Any lateral pressure/hydrostatic loads.
Note:
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Any loads applied to the top of the retaining wall will be considered as the load category they are applied as.
If you have a sloped backfill on your retaining wall, then a portion of the hydrostatic loads will be applied in the
vertical direction of your wall. The cosine of these forces will be applied horizontally as a pressure. The sine of these
forces will be applied as a vertical force that is conservatively lumped at the top of the wall.
Water pressure (if there is a water table present) will always be assumed to act horizontally, even in the presence of a
sloping backfill.
It is possible for the horizontal component of hydrostatic force to act ABOVE the height of the wall. All loading that
occurs above this height will be lumped as a point load right at the top of the wall.
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Figure 4: Hydrostatic Loads with Sloped Backfill
Loading of Retaining Walls with Externally Applied Loads
Retaining walls will accept externally applied loads to them, but only loads applied to the top of the wall. To apply loads to a
retaining wall you must apply the loads to the centerline of the wall at the base of the wall.
Figures 5A & 5B: Retaining Wall with External Loads
In the figure shown above, we can see (from the red lines) how the loads were applied and how they ended up on the
retaining wall. The distributed load applied along the centerline of the wall ended up applied to the top of the wall and will be
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analyzed/designed as such. The other load did not line up with the centerline of the wall, so it will not be considered at all in
the retaining wall design.
Partial length distributed loads (even trapezoidal) and point loads work in the same fashion.
Figure 6: Retaining Walls with Trapezoidal Dist. Loads and Point Loads
Looking at the model in a Plan View while drawing can make modeling these loads much easier.
Figure 7: Retaining Wall Loading shown in a Plan View
Note:
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If you wish to apply loads adjacent to the wall to work as surcharge loading, apply the loads in the Retaining Wall
Definitions - Soil tab in the Heel Surcharge entry.
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If you have two retaining walls adjacent (defined by the same node), then applying the load to model will always place that
load on the retaining wall that comes first in the Retaining Walls spreadsheet.
Figure 8: Two Adjacent Retaining Walls with a Point Load
Connectivity with Other Elements in the Model
Retaining walls in RISAFoundation have no connectivity to any other elements in the model, not even adjacent retaining
walls. So while it is possible to connect beams and place slabs adjacent to the retaining wall, no forces will be transferred
between the two. Here are some examples where retaining walls and other elements may seem to come into contact with each
other.
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Beams and Retaining Wall Footings: Here it appears that the retaining wall footing and a beam are in the same
space. However, if any load was applied along the line where the beam and the retaining wall footing overlap, the
load would only be taken by the beam and none of the load would be seen by the retaining wall footing
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Figure 9: A Beam Overlapping with a Retaining Wall Footing
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Beams and Slabs: Slabs can be drawn so that they are adjacent with retaining walls. Any load that is defined on the
area of overlap of a slab and a retaining wall footing will only be taken by the slab. The retaining wall (and footing)
will have no interaction with the retaining wall.
Figures 10A & 10B: A Slab Overlapping with a Retaining Wall Footing
•
Other Items that Overlap: Many other overlapping situations in the program are not handled and an error will occur
at solution.
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Figure 11: A Slab Drawn Overlapping the Wall Portion
Figure 12: Two Retaining Walls Where the Walls Cross
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Figure 13: A Pile, Pile Cap, or Footing, that Intersects the Retaining Wall Centerline
Retaining Wall Limitations
•
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Currently there is no option for battering the walls.
The DXF exporting feature has not addressed retaining walls. No data will be given for retaining walls when export to
a DXF.
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Retaining Walls - Design
In this section we will talk specifically about the calculations for retaining walls.
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•
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See the Retaining Wall Definitions topic for more information on defining wall parameters.
See the Retaining Walls - Modeling topic for more information on modeling requirements.
See the Retaining Wall Results topic for more information on the output.
Soil Considerations
Here we will discuss some of the details in considering the computation of soil pressures.
Lateral Force Coefficient (K) Calculations
From the Retaining Wall Definition Editor (or the Retaining Wall Definitions spreadsheet) you can either define the
coefficient of internal friction (φ) and backfill angle (θ) and allow the program to calculate K. Or you can directly input the
K factors.
If the program is used to calculate K, these are the equations used:
Note:
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The calculation of Ko assumes normally consolidated granular soil.
Ka and Kp are calculated considering Rankine theory.
There is a potential to have three K factors for a single retaining wall: K Heel, K Sat Heel and K Toe.
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Figure 1: Three Possible K factors
If the wall is a cantilever, the program will use the Ka equation for the heel side K factors and Kp equation for the toe side K
factors.
If the wall is a propped cantilever, the program will use the Ko equation for both the heel and toe K factors.
Loading Considerations
Regarding the loading of the retaining walls, all hydrostatic, soil and surcharge loads are taken into account on a per foot
basis. For more information on this, see the Retaining Walls - Modeling topic.
For externally applied loads, these loads are summed over the entire length of the wall and then divided out on a per foot
basis. Because of this stress risers and areas of the wall that require tighter reinforcement are not taken into account. To get
more information on applying external loads to the model, see the Retaining Walls - Modeling topic.
Note:
•
For highly loaded areas of retaining walls where you want the reinforcement to be modified, break the retaining wall
into multiple pieces. Each piece will have its reinforcement optimized separately.
Serviceability Considerations
Overturning and sliding checks are only provided for Service load combinations (LC's with the Service checkbox checked).
Overturning
Overturning is checked at the base of the footing at the extreme edge of the toe. Each portion of soil weight, concrete weight,
surcharge loading, lateral soil pressure and lateral water pressure is taken into account. Each piece is either part of the
resisting moment or the overturning moment.
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Figure 2: Overturning Diagram
From here, all the resisting moments are summed and all of the overturning moments are summed. The ratio of resisting
moments to overturning moments is checked against the SF given in that individual load combination.
Note:
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•
•
•
If the wall is a propped cantilever then overturning checks will be omitted.
The program considers the passive soil resistance from the toe in overturning considerations.
For sloped backfills, the vertical component of the hydrostatic load will be included in the resisting moment.
The presence of a key has no bearing on overturning except that the weight of the key will be accounted for.
Sliding
Sliding is checked at the extreme bottom face of the footing. If there is no shear key, then this occurs at the bottom of footing.
If there is a shear key this occurs at the bottom of the key.
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Figure 3: Sliding Forces Diagram
Both the passive soil pressure and friction resistance is accounted for.
where:
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Total Weight = Total downward force acting on the footing due to soil, concrete and surcharge forces
μ = Soil coefficient of friction defined in the Global Parameters - Solution tab.
The sliding resistance is then compared against the sliding force caused by the hydrostatic pressure.
The ratio of resisting forces to sliding forces is checked against the SF given in that individual load combination.
Note:
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Deflection calculations for the top of the wall are not given.
Sliding is not checked for retaining walls where the footing is restrained or if the top of the wall is propped.
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Stem Wall Design Considerations
The stem wall design is analyzed along its height to come up with axial, shear and moment diagrams. The wall is designed
for the worst case forces at the critical section. For a cantilevered stem wall the critical section is always at wall/top of footing
location. For a propped shear wall this will be somewhere along the length of the wall.
Note that stem wall design is only considered for non-service load combinations.
The program will take any externally applied loads in combination with hydrostatic pressures, surcharges, etc. The program
will then factor the loads according to load combinations to come up with the axial, shear and moment diagrams.
Note:
•
Wall deflections are not considered in the analysis, because the combined effects of the flexural deflection of the stem
and the rotational deflection of the overall wall/footing is generally small and hard to quantify.
Axial/Bending Design
The program, given wall thickness, reinforcement sizes, max and min spacing and spacing increment, will design the
retaining wall reinforcement spacing to meet strength and minimum steel requirements.
The program will start with the maximum spacing. If that does not work for design, the spacing will drop by the spacing
increment and be checked again. The program will work its way down until it reaches a spacing that meets all reinforcement
requirements.
The wall is checked considering the entire wall as a column. Thus, interaction and compression reinforcement is considered
in the code check.
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Results are presented on a per foot basis, so the entire wall demand and capacity is calculated and then divided out on a per
foot basis.
Note:
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•
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If there is a sloping backfill, then the vertical portion of that load will be assumed to act at the top of the wall and be
included in the axial force in the wall.
The exact location and number of bars in the wall is used in capacity calculations. Use the As Provided in the detail
report when doing any hand calculation verification.
P-Delta (big and little) is not considered for the stem walls. Typically the axial force is small in retaining walls and PDelta will have little effect.
Reinforcement checks include the minimum reinforcement requirements of ACI 318 Section 14.3.
Moment and Axial Force Thresholds
The program will ignore axial forces and moments that are below a certain threshold. If the moment or axial force is deemed
to be inconsequential to the code check then the program will not include the interaction of that force. There are two
thresholds that are considered:
•
•
Axial Force Threshold: If Pu < 0.01*f'c*Ag for that LC, then the axial force in the wall will be ignored for code
checks for that LC.
Moment Threshold: If Mu < 0.01*d*Pu for that LC, then the moment in the wall will be ignored for code checks for
that LC.
These two thresholds allow the concrete solver to work much more efficiently while having little to no effect on code check
values.
Shear Check (Concrete)
The program will do a concrete shear check. This check is taken at a distance "d" from the top of footing for a cantilevered
wall. It is taken at a distance "d" from both the top of footing and from the top of the wall for a propped cantilevered wall.
Note:
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The shear check does not consider axial force. The program check is using the ACI 318 equation:
Shear Friction Check
If the stem wall is not poured monolithically with the footing then a shear friction check is required at the base of the wall.
This check considers the dowels from the footing to the wall and the program assumes that these dowels match the vertical
reinforcement (either on the inside face or both faces; see the Retaining Wall Definitions topic for more information).
This check is done using the ACI 318 shear friction capacity equation:
where:
•
•
Avf = the reinforcement that crosses the shear plane
μ = 1.0*λ for intentionally roughened surface; 0.6*λ for a smooth surface
Note:
•
The coefficient in the μ factor is defined by the Wall/Foot Continuity? entry in the Retaining Wall Definitions
spreadsheet.
Footing Design Considerations
Here we will discuss some of the details of footing design. Note that footing design is only considered for non-service load
combinations.
Soil Pressure Considerations
Computing the soil pressures under the footing is the first step here. To calculate the pressure under a footing requires both
the moment (M) and the axial force (P) on the centerline of the footing at the base.
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An alternative hand calculation approach is to take the sum of moments (factored) from the overturning check and divide that
out by the total axial force (factored). This gives you the resultant force location from the toe end.
Note:
•
For propped cantilevers the moment, M, used in this calculation is equal to the moment at the base of the footing.
Hence, we assume a fixed (bottom of footing) - pinned (top of wall) condition and calculate the moment at the base
using the hydrostatic forces.
From the x-value you can calculate the eccentricity from the footing centerline as:
From here, if the resultant is in the middle third of the footing the force distribution is:
If the resultant is outside the middle of the footing the force distribution is:
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The soil (and surcharge) bearing down on the soil is also considered:
Note:
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Many design examples may disregard certain portions of load for conservatism or for ease of calculation. However,
the program uses the exact loading conditions defined.
Per ACI 318 Section 15.7 the depth of footing above bottom reinforcement shall not be less than 6".
Flexural Design
Flexural design for retaining wall footings is considered assuming that the heel and toe portions of the footing are designed as
cantilevered beams from the face of the retaining wall. There are generally two deflected shapes that will occur for footings
depending on the loading.
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The left image is likely the most common and will occur for lightly axially loaded walls. The right image deflection will
occur for shorter or more highly load walls.
In either case, the program considers the moment at the face of both the heel and toe and designs reinforcement for the worst
case load combination. Both the flexural reinforcement (parallel to the footing) and the shrinkage and temperature
reinforcement (perpendicular to the footing) are designed for minimum steel requirements as well.
Shear Checks
Shear design of footings also considers both the toe and heel sections as cantilevered beams. The difference here is where the
shear failure will occur. The image below shows the shear failure planes for normally loaded retaining walls. The program
will check the loading of the footing and check the shear at the appropriate location.
From the left image you see that the shear check should occur at a distance "d" from the face of the toe and right at the face of
the heel.
From the right image you can see that both the heel and the toe should have their shear check occur at a distance "d" from the
face of wall.
Note:
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Limitation: Because most retaining walls will act as the left image portrays, we ALWAYS provide a shear check at a
distance "d" for the toe and at the face of the wall for the heel. This is a conservative limitation.
The loading (top and bottom of footing) will always be taken from the location where the code check is taken from.
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Retaining Wall Results
The locations for output of retaining walls are the Retaining Wall Results browsers and the retaining wall detail report.
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•
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See the Retaining Wall Definitions topic for more information on defining wall parameters.
See the Retaining Walls - Modeling topic for more information on modeling requirements.
See the Retaining Walls - Design topic for more information on calculation details.
Retaining Wall Results Browser
To view the retaining wall results browser, click the Retaining Wall Results from the Results toolbar, or go to ResultsRetaining Wall Results. These output browsers are meant to summarize the results for retaining walls. To see more detailed
information view the detail report by clicking the
you are in the Retaining Wall Results browser. Alternatively, press the
graphical view) and click on the line that defines the retaining wall.
button near the top of the screen when
button on the left side of the screen (when in a
Footing Code Checks
The Footing Code Check spreadsheet gives the flexural and shear checks for both the footing toe and heel design. For more
information and details on each of these design checks, see the detail report.
Retaining Wall Code Checks
The Retaining Wall Code Check spreadsheet gives bending and shear code checks for the retaining wall stem. To get a
detailed sketch of this information see the detail report.
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Wall and Footing Capacities
The Retaining Wall Capacity spreadsheet gives design capacity values for the stem wall for bending and shear. It also gives
the footing heel and toe capacities for both bending and shear. To get more information on the design of these portions, see
the Retaining Walls - Design topic in the Stem Wall Design Considerations and Footing Design Considerations sections and
also see the detail report.
Retaining Wall Geometry
The Retaining Wall Geometry spreadsheet gives a summary of the overall geometry of the retaining wall. This is a reiteration
of input parameters.
Retaining Wall Steel
The Retaining Wall Steel spreadsheet gives all of the steel requirements for the retaining wall, including wall, footing and
dowel reinforcement.
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Retaining Wall Stability
The Retaining Wall Stability spreadsheet gives code check information for soil bearing, overturning and sliding checks for
the retaining wall.
For the Soil Bearing Checks the Bearing UC column is meant to act as the code check value. Anything exceeding 1.0 here
means you are failing this check.
Note:
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The Allowable Bearing Pressure value is defined for each soil region in the model. If you are using the default value
this can be found in the Global Parameters - Solution tab. If your retaining wall falls on multiple soil regions, the
smallest allowable bearing pressure will be used.
If you fail the soil bearing checks we will not give a full solution to your model. Since you are failing the soil this is
not necessary. We will, however, give you the soil pressure diagrams so you can decide how you want to reconcile
this failure.
For more information on the specifics of the overturning and sliding checks, see the Concrete Walls - Design topic in the
Serviceability Considerations section and also the detail report for more information.
Retaining Wall Detail Report Information
The Retaining Wall Detail Report gives detailed information about geometry, materials, criteria, design and stability checks
and sketches associated with this retaining wall. Here we will walk through each section of the report.
Header
The header of the detail report is useful for navigating and viewing information in the retaining wall reports.
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The LC dropdown allows you to view the overall loading diagram and the axial, shear and moment diagrams for the
stem by individual load combination. Every other item in the detail report is enveloped or results are given for each
LC individually.
The double arrows allow you to click through detail reports for the different retaining walls in the model.
The Options button opens up the report options dialog. This allows you to customize exactly what you see in the
detail report.
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The Print button opens you to the print dialog to print the report.
The Page Setup button allows you to modify page margins.
The Help button opens you to the detail report section in the Retaining Wall Results topic.
Sketch
The sketch section gives a full sketch of retaining wall dimensions, reinforcement size and spacing, and cover dimensions.
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Loading Diagram
The loading diagram section gives a visual of all the calculated pressures and loading on the wall. This loading information is
what is used to provide the design checks for the retaining wall. Loads shown on the top of the retaining wall are any
externally applied loads to the wall, divided out on a per foot basis. For more information on the calculation of these
pressures see the Footing Soil Pressure Considerations and Wall Pressure Considerations information in the Retaining Walls
- Design topic.
Note:
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This diagram is based on the load combination shown in the dropdown in the upper left-hand corner of the report.
If you have a sloped backfill on your retaining wall, then a portion of the hydrostatic loads will be applied in the
vertical direction of your wall. The cosine of these forces will be applied horizontally as a pressure. The sine of these
forces will be applied as a vertical force that is shown along the inside face of the wall and conservatively applied at
the top of the wall.
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Geometry, Materials and Criteria
The geometry, materials and criteria section gives input information from the Retaining Wall Definitions and design
information such as the reinforcement spacing and K calculations (see the Soil Considerations topic).
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Wall Design
The Axial, Shear and Moment Diagrams are based on each load combination from the drop-down list.
The Axial/Bending Checks are given for both the interior and exterior faces of the wall. Note that only a propped
cantilevered wall will have any bending in the "Gov Mu Ext", unless there is a large externally applied load in the direction
opposite the soil loading. The code checks here are based on a concrete wall interaction diagram and bending capacity checks
also consider compression reinforcement.
The Shear Details give both the concrete shear check (at a distance "d" from the base of the wall) and the dowel shear checks
(at the base of the wall). Note that the dowel checks are only done in the case of the retaining wall and footing not being
defined as monolithic. See the Retaining Wall Definitions - General topic for more information.
The Results For Full Wall section provides the minimum reinforcement requirements and the reinforcement provided for
the wall.
The Enveloped Wall Forces section gives other forces found in the wall that the program did not explicitly use. For
example, the retaining wall will not be designed for in plane shears, but those forces will be reported here.
Note:
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If the minimum spacing requirements defined in the Retaining Wall Definition does not meet minimum code
requirements you will receive warning messages in the detail report.
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Footing Design
This section provides an enveloped report of the footing design for both the toe and the heel. The top of this section provides
the flexural and temperature & shrinkage minimums. For the toe and heel we provide shear and moment checks for the worst
case load combination. For more information on footing design considerations see the Retaining Walls - Design topic.
Note:
•
If the minimum spacing requirements defined in the Retaining Wall Definition does not meet minimum code
requirements you will receive a warning message in the detail report.
Overturning Check (Service)
This section gives overturning results for all service load combinations that are solved. The SF Min/SF column is meant to
act as the code check value. Anything exceeding 1.0 here means you are failing this check. See the Serviceability
Considerations section of the Retaining Wall - Design topic for more information.
Note:
•
The SF Min column is the minimum safety factor. This value is defined for each load combination separately in the
Load Combinations spreadsheet.
Sliding Check (Service)
This section gives sliding results for all service load combinations that are solved. The SF Min/SF column is meant to act as
the code check value. Anything exceeding 1.0 here means you are failing this check. See the Serviceability Considerations
section of the Retaining Wall - Design topic for more information.
Note:
•
The SF Min column is the minimum safety factor. This value is defined for each load combination separately in the
Load Combinations spreadsheet.
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RISAFoundation Interaction
RISAFoundation has the ability to transfer load information from RISA-3D and RISAFloor and use this information to
design foundations. The following entry will describe how these loads come across the design modules so you can accurately
use RISAFoundation for your foundation design.
RISAFoundation Interaction with RISA-3D
RISAFoundation transfers joint reactions from RISA-3D into RISAFoundation by way of load categories. This is not the
same as load combinations. Load categories are defined in the Basic Load Cases spreadsheet of RISA-3D.
To get your reactions to transfer for use into RISAFoundation, you must have your loads split into specific load categories
under the Basic Load Cases spreadsheet in RISA-3D.
Note:
•
•
•
•
If you do not define a load category for a basic load case, then the loads from that case will not be transferred into
RISAFoundation.
You must run at least a single load combination.
When you are working between RISA-3D and RISAFoundation global parameters will only be brought over to
RISAFoundation the first time you transfer from the RISA-3D module. After this first transfer, any time you change
something in RISA-3D from global parameters that would affect RISAFoundation, then you would also have to go
into RISAFoundation and make the change.
Boundary conditions defined as Reaction or Spring will be transferred but Fixed boundary conditions will not.
Example of Interaction
A simple example would be the braced frame structure seen below on the left. This has been created in RISA-3D. The load
applied to this structure came from Load Category WL (wind load). Note that this structure had other loads applied as well.
But the wind loads are used as an example.
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RISA-3D Wind Loads Graphical Representation
RISAFoundation Wind Loads Graphical Representation
First a load combination is run (note that this does not have to have wind in the load combination), then RISAFoundation is
chosen from the Director in RISA-3D. The Director is the means by which navigation to different modules in the program is
possible. When RISAFoundation is first entered dead loads applied to points in a plan view of your structure are displayed.
Clicking the
button will then get an orientation similar to the one shown above. Next, choose WL-Wind Load from the
The loads shown above on the right will be displayed. Note that these loads appear
drop down list.
consistent for the type of loading present.
Note:
•
•
The points are relabeled in RISAFoundation, though labeled in a way that can be easily compared to the original
RISA-3D model joints. You can scroll through the different types of loads and compare them to RISA-3D for
accuracy verification.
Load combinations do not transfer over from RISA-3D, thus they will need to be re-created in RISAFoundation. An
easy way to do this would be to just copy the spreadsheet over from RISA-3D.
Foundations at Different Elevations
If, when moving into the RISAFoundation from RISA-3D, there are foundations that are at different elevations, a dialog box
will pop-up that looks like this:
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You may choose to bring over reactions at a single elevation of your choice. This may be helpful if there are some reactions
that are due to an adjacent structure or support that is not a foundation.
You may choose to bring over all reactions regardless of elevation. This is a good option to have if there is a partial basement
level or any condition where there truly are foundations at different levels.
Note:
•
All of the differing elevations will be brought in at a single elevation.
RISAFoundation Interaction with RISAFloor
This interaction is a little more involved because it involves three programs (RISA-3D, RISAFloor and RISAFoundation).
For RISAFoundation, the bases of columns and the bottom of walls will be considered boundary conditions. Thus, loads are
applied at the bases of these elements for foundation design in RISAFoundation.
Gravity Elements in RISAFloor
Elements (columns, walls) defined as gravity only are the only elements which transfer load directly from RISAFloor into
RISAFoundation. Wall reactions come in as line loads and column reactions come in as point loads.
Lateral Elements in RISAFloor
When applying loads to lateral members within RISAFloor, those loads are simply attributed to the members brought over
into RISA-3D. Thus, RISAFoundation does not bring any information in from RISAFloor concerning lateral members. All of
this information is taken directly from RISA-3D. From this point we are just working as if we only had RISA-3D and
RISAFoundation working together. See above.
Limitations
RISAFoundation can not recognize moving loads
Moving Loads, not described as a load category, and their reactions can't be read as loading within RISAFoundation, thus
loads will need to be applied manually to the foundations to account for these.
RISAFoundation can not recognize reactions due to dynamic analyses
Because RISAFoundation considers loads based on load categories, it is not possible to consider dynamic loads in calculation
of footings, thus these loads need to be applied manually.
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RISAFoundation will not consider non-linear load effects
In a true Non-Linear analysis (with Tension Only or Compression Only members), the individual reactions would vary
depending on which LC was used to create it because different members may be active for different LC's. In that manner the
Load Category reactions that make their way into RISAfoundation are imperfect because a DL or LL reaction would
technically be different for the WLX and WLZ cases.
RISAFoundation will not consider second order effects
In a true second order analysis, the P-Delta effect would vary depending on which LC was used to create it because of the
non-linearity of the effect when multiple loads are combined together. In that manner the Load Category reactions that make
their way into RISAfoundation are imperfect because the P-Delta effect on a DL or LL reaction would technically be
different depending on whether the final Load Combination included WLX or WLZ cases.
RISAFoundation requires your Y-axis to be vertical
Models coming from RISA-3D need to have the Y-axis to be vertical to be brought into RISAFoundation. If the Y-axis is not
the vertical axis, then a dialog box will pop up when you try to link to RISAFoundation with this message.
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Slabs
Slabs
In this section we will describe how to draw a slab and how RISAFoundation handles the automatic generation of finite
element plates. For information about reinforcement design for slabs see the Design Strips and Design Cuts topics.
Drawing a Slab
To create a new slab, click the
button on the Drawing Toolbar to open the Draw Slabs dialog. Choose what type of
Concrete to use for the material, specify the thickness of the slab and a label prefix for the Slab and Points.
You may define the slab by drawing a polygon that defines the entire slab. Or, you may draw multiple polygons that each
define a smaller portion of the slab. If the border of your slab region aligns with an existing slab, the two slabs will be fully
connected as if they were a single slab. See the Automatic Slab Meshing section for a discussion on how the slabs are
meshed.
To Create a Slab
1.
2.
3.
4.
5.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
If you do not already have beams or walls supporting the area you will need to create them first.
to
button and set the slab properties and click Apply.
Click the
Start drawing a polygon to define slab region. To indicate that you have finished drawing the region double-click on
the last node of the polygon.
To cancel the and redraw it, click the right mouse button. To cancel drawing altogether, right click the mouse button
again, or just press the Esc key.
Slabs Spreadsheet
The Slabs Spreadsheet records the properties of each slab and may be accessed by selecting Slabs on the Spreadsheets
Menu.
The entries are explained below:
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Label
You may assign a unique label to each Slab. Each label has to be unique, so if you try to enter the same label more than once
you will get an error message.
Thickness
This entry designates the thickness of the slab.
Note
•
Slabs with varying thickness may be created by defining adjoining slabs that share a border but which have a
different thickness as shown in the image below. The thickened areas underneath each column are modeled as
separate slabs that share edges with the main slab.
Material
This entry defines the concrete material that will be used for the properties of the slab.
Automatic Slab Meshing
RISAFoundation uses a Finite Element based approach to solving a Slab foundation model. As such each slab will be
automatically sub-meshed into a series of plate elements. This plate element mesh is very important for determining the
quality of the structural model.
The Mesh Size set on the solution tab of the Global Parameters is the most important entry for controlling the size of your
model. This is the starting size of plate element grid. This entry can be adjusted larger or smaller depending on the size of
your slab. Generally speaking a very large mat would need a larger mesh size whereas a smaller mat would require a smaller
mesh size.
In RISAFoundation version 3.1 a more robust mesher was added for slabs. This new mesher decreases the amount of mesher
errors and increases the speed of the mesher. This will also create a slightly different mesh than in previous versions. The
effect will be very minimal but forces/stresses/deflections may differ by 1-2% in the new version from the old.
Control Points
In addition to the mesh size, any points on the boundary of the slab and any support points within the slab will be considered
control points. These Control Points are "fixed" points within the mesh and will dictate the layout of individual plates
surrounding them. Any control points that are closer than the mesh distance specified on the global parameters will cause an
error message to occur during solution.
Note
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Slabs
•
•
Points which are used to apply loads are NOT automatically considered part of the plate mesh. These loads will
attributed to the surrounding nodes based on the local element stiffness and the location of the applied loading.
Points which are not automatically meshed into the slab will have their soil pressure and deflection reported as a
linearly interpolated value between the nearest meshed slab plate corner values.
Meshing Adjacent Slabs
When two slabs share a common border, each slab will initially be meshed individually. However, the mesh will then be
modified so that all the plate nodes will line up at the slab borders. This is done to ensure perfect force transfer across the slab
connection.
Modeling Complex Slabs
The automatic meshing routine can produce odd meshes for complex geometries. Therefore, it can be beneficial to model the
slab as multiple adjacent slabs instead. This will force a more rectangular meshing pattern at borders between slabs. The
image below shows what kind of an effect modeling a octagon foundation out of multiple slabs can have on the final plate
mesh.
It should be stressed that ALL of the meshes shown above are good meshes that will produce accurate results. However, the
image does clearly show how modeling adjacent slabs can force a more uniform and symmetric mesh.
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Slabs - Design Cuts
Design cuts are used to look at areas of interest or concern within a slab, or to investigate specific critical locations that may
be difficult to define with a design strip. They can also be used to double check design strip results as design strip results
typically show the envelope of the worst case moments in the whole strip. A design cut is defined by drawing it from a start
point to an end point. The total moment about the cut is computed from the underlying finite element results. This moment
then is used to calculate the required area of steel and the bars required to satisfy that area of steel. The bars used to resist the
moment will be perpendicular to the design cut. Care should be taken when drawing a design cut to only include the area of
interest.
How to Create Design Cuts
Design cuts may be defined either before or after a solution is performed.
To create a Design Cut:
1.
Click on the
button which is located on the lower left side, below the Selection Toolbar. Note that a Model view
window must be the active window to see the toolbar buttons on the left side of the screen.
2.
. Click two points to
Once you have clicked the Design Cuts button, your cursor will change to look like a saw
define the start and end of your design cut.
A design cut will be shown on the screen as a green dashed line, and you will see a new Design Cut definition show
up in the Design Cut spreadsheet.
3.
Note
•
A partial arrow is also shown in the Design Cut to indicate the bar direction (which is always perpendicular to the
cut).
Design Cuts Spreadsheet
As you draw Design Cuts, they are automatically entered into the Design Cut Spreadsheet.
As shown in the figure, you can modify the Label, the Design Rule used compute the reinforcing bars, and whether or not to
show the Design Cut graphically. You cannot modify the Start and End points. If you need to move a Design Cut, you’ll need
to delete it and redraw it in the new location. The labels can be shown on the model view and it’s useful to change them to
something meaningful. The design rule used for each Design Cut defines the parameters used to calculate the required area of
steel and the reinforcing bars (also the same way Design Rules are used for beam design.) The option to Show the Design Cut
or not is useful if you have a large number of design cuts, or if you are trying a couple of different alternate designs at the
same location.
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Slabs - Design Cuts
Design Cut Results Spreadsheet
The summary results for all your Design Cuts can be seen in the Design Cut Results Browser.
The browser results let you quickly see the Unity Check and Shear Checks (measure of the demand over the capacity) for
your Design Cuts. You can also review the moment capacity, as well as the bars required on the top or bottom of the slab.
Design Cut Detail Report
Additional results information can be obtained by viewing the Detail Report for a Design Cut. To see this report, you would
and then click the Design Cut you want to review. The detail report gives additional
click the Detail Report button
information about the Design Cut properties, and also gives many of the supplementary values to help check the results.
General Info
The first section of the detail report merely echoes back basic input data such as the starting and ending locations of the
design cut, the basic Design Rule parameter, the type of stress block used, and the material type for the slab.
Code Check Data
The information in this section is intended to give the basic data used in the code checking of the concrete section. This
included the demand moment (Mu) and capacity (Mn) for when the top bars are in tension or when the bottom bars are in
tension. This section also reports the one way shear demand (Vu) and capacity (Vn).
Note
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•
The program only performs a one-way shear check on the design strip. The two way / punching shear code check
is discussed in "Pedestals - Design & Punching Shear Checks".
Cross Section Detailing
This section provides a visual verification of the bar arrangement, slab thickness and cover.
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Slabs - Design Strips
Slabs - Design Strips
Design Strips are used to create regions within a slab where design cuts will automatically be created and flexural
reinforcing bars will designed. If the moment varies along the length of a Design Strip then the individual design cuts will
show a varying amount of moment demand at each section. The results for the entire Design Strip will be governed by the
maximum moment demand at an individual design cut. The same number and size of reinforcing bars will be used for the
entire Design Strip, so this should be considered when defining the boundary for a particular strip.
The moment demand at an individual design cut is defined as the total moment over the width of the design cut. No attempt is
made to design for local stress or force risers within the width of the design cut. Therefore, it is critical that good engineering
judgment is used to determine an appropriate width for setting the design strips / design cuts. You can also see a detail report
for each of these design cuts.
How to Create Design Strips
Design strips may be defined either before or after a solution is performed.
To create a Design Strip:
1.
2.
Click on the
button which is located on the lower left side, below the Selection Toolbar. Note that a Model
view window must be the active window to see the toolbar buttons on the left side of the screen.
Once you have clicked the Design Strip button, you will see the following dialog box so you can make some choices
about the design properties before you begin drawing.
3.
You can modify the direction of the reinforcing bars within the strip. You may choose to increase or decrease the
number of design cuts that will be created automatically within the design strip, and you can choose which design rule
to apply to all the design cuts within the strip. The design rule sets the various parameters needs to calculate the
required area of steel and the reinforcing bar size and number. If you’re going to create more than one strip with
different properties, it is often convenient to check the “Keep this dialog open?” checkbox so the dialog stays open as
you draw your design strips.
4.
After you press the “Apply” button on the Create Design Strips dialog, your cursor will change to look this
, and
you can then begin to click points to define the boundary of your design strip. You will need to double click the last
point to indicate that the current design strip is finished.
A design strip will be shown graphically with a thick orange boundary line. Design cuts that are automatically created
will be shown as orange dashed lines (as opposed to green if you draw a design cut manually.)
5.
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Setting the Width of Design Strips
One of the most important design considerations is how wide to set the Design Strip. If the width is set too large, then the
program will average out the moments and shears over too wide of a region. This would result in unconservative design
moments and shears. Similarly, if the strip is set too small, then the effect of stress risers in the FEM analysis will be over
estimated and the design will be over conservative.
The setting of the design strip widths is truly a matter of engineering judgment. RISA Technologies, LLC makes no
endorsement on what methods would be most appropriate.
ACI Definition of Strips (Section 13.2 of ACI 318-11)
This section of the ACI code is really intended for elevated slabs. But, the concepts can be extended into mat foundations as
well. The requirement for "column strips" is that the width on each side should be set to 25% of the span length or width
whichever is smaller. Then the "middle strip" is defined to span between the edges of the column strips.
This method requires engineering judgment for column grids that are not perfectly aligned and rectangular. In addition, when
the column strip becomes very small then the middle strip may become very wide so that the entire slab is included in either a
column strip or a middle strip.
The ACI strip method listed above is based on essentially 1/2 of the midspan tributary lines. The hand calculation methods
would have you design for the full tributary moments over this smaller width which should be conservative. Computer
methods (like RISAFoundation) will design for the average moment over the assumed design width which should result in a
more efficient design.
Zero Shear Transfer Method
The Zero Shear Transfer method used the shear force contours perpendicular to the span of the slab to set the design width.
This should provide a result very similar to using the mid-span tributary lines, but is a bit more theoretically derived for nonrectangular column layouts. This method is described in greater detail in the PTI publication Design Fundamentals of PostTensioned Concrete Floors. Ideally, this method should give design strips of similar wdith to the ACI strip method. However,
it is more rationally derived and should work better for cases where uneven column spacing makes the strip method difficult
to apply.
Zero Moment Method
In a similar fashion to the zero shear transfer method, the Zero Moment method uses the moment contours to identify where
the moment changes sign. This can be used to set the design strip width approximately equal to the distance between zero
moments.
Shear Perimeter Method
Another basis would be to set the design width equal to the pedestal width plus a distance 'd' or 'd/2' on each side. This will
end up being a more conservative assumption for flexure than the other methods listed. As such, it would be more appropriate
for situations where shear or punching shear failures are a primary concern. Examples would also include cases where the
pedestal is very large such as for a vertical vessel or grain silo.
Hybrid Method / Engineering Judgment
A variation on these methods would be to start off setting the column strip using the ACI strip method. Then, if necessary,
the width could be modified based on considering the other methods...especially for situations where the column grid is not
aligned or rectangular.
In addition, when the the middle strip widths get too large they could be set to a values closer to the column strip width. The
middle strip would normally be centered on the area with the highest midspan moments. This would neglect lower moment
regions between the column and middle strips. Hence the strips would designed for a higher moment per unit width. This
reinforcement could then be extended somewhat into the lower moment regions between strips. Either that, or the user could
set up another design strip for these lower moment regions.
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Slabs - Design Strips
How to Modify Design Strips
To edit an existing design strip click on the
and select the Modify Design Strips tab.This will pull up the following
dialog. You can modify the direction of the reinforcing bars within the strip, the number of cuts or the Design Rules
associated with the strip.
The Use? check boxes next to the data fields indicate whether the particular parameter will be used or not when the
modification is applied. If the box next to a field is checked, that parameter will be applied to any selected beams, if the box
is NOT checked, the parameter will NOT be applied, even if a value is entered in the field. This lets you easily change one or
two properties on beams without affecting all the rest of the properties.
Design Strips Spreadsheet
As you create Design Strips, they are automatically entered into the Design Strips Spreadsheet.
As shown in the figure, you can modify the Label, the angle of the reinforcing bars, the number of automatically generated
design cuts, and the Design Rule used compute the reinforcing bars. You cannot modify the design strip boundary. If you
need to modify the boundary of a design strip, you'll need to delete it and redraw it with the new modification.
The labels can be shown on the model view and it's useful to change them to something more descriptive. The rebar angle
lets you handle curved and other types of custom layouts. The number of design cuts can be increased for larger design strips
to make sure your capturing the representative loads within the design strip. The design rule is used for each design cut to
define the parameters used to calculate the required area of steel and the reinforcing bars (the same way Design Rules are
used for beam design.)
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Design Strip Results
The results for all your Design Strips can be seen in the Design Strip Reinforcing Results Browser.
The browser results let you quickly see required top and bottom reinforcing bars for each design strip and the code check
produced for that strip. Additionally, the governing design cut for the top and bottom reinforcing bars are shown so you can
investigate the way the reinforcing bars were calculated. Also given is the shear code check and which design cut governed
for that shear check. The results for each strip are the envelope of all the design cuts within the design strip. Top and bottom
results are enveloped independently.
Design Strip Results
The browser results let you quickly see required top and bottom reinforcing bars for each design strip. Additionally, the
governing design cut for the top and bottom reinforcing bars are shown so you can investigate the way the reinforcing bars
were calculated. Also given is the shear code check and which design cut governed for that shear check. The results for each
strip are the envelope of all the design cuts within the design strip. Top and bottom results are enveloped independently.
Design Strip Detail Report
Additional results information can be obtained by viewing the Detail Report for a Design Strip. To see this report, you would
and then click the Design strip you want to review. The detail report gives additional
click the Detail Report button
information about the Design Cut properties, and also gives many of the supplementary values to help check the results.
Controls
The detail report will always show the Envelope force diagrams.
The arrow buttons allow the user to quickly browse through numerous Design Strip detail reports. Whereas, the Cut button
will switch between the detail reports for individual design cuts and the detail reports for the overall design strip.
General Info
The first section of the detail report merely echoes back basic input data such as the strip width, number of cuts, basic Design
Rule parameters, the type of stress block used, and the material type for the slab.
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Slabs - Design Strips
Envelope Shear and Moment Diagrams
This section shows the shear and bending moment envelope diagrams for every cut along the length of the design strip.
Note:
•
Since the width of a design strip can vary along its length, the controlling code check location (which will normally
be based on the maximum force per unit width) does not necessarily correspond to maximum shear an moment
locations reported in the diagrams.
Code Check Data
The information in this section is intended to give the basic data used in the code checking of the concrete section and the cut
locations which governed those code checks. This includes the demand moment (Mu) and capacity (Mn) for when the top
bars are in tension or when the bottom bars are in tension. This section also reports the one way shear demand (Vu) and
capacity (Vn).
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The Bending Steel details displays the amount of steel "required by analysis" compared to the amount provided. In addition,
the temperature and shrinkage (T/S) requirements are compared to the gross reinforcement ratio provided (which includes
both the top and bottom reinforcement).
Note
•
The program only performs a one-way shear check on the design strip. The two way / punching shear code check is
discussed in "Pedestals - Design & Punching Shear Checks".
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Slabs - Results
Slabs - Results
When the model is solved, slabs are sub-meshed into plate elements and there are a couple of results spreadsheets specifically
for these plates.
Plate Force Results
Access the Plate Forces Spreadsheet by selecting the Results Menu and then selecting Plates
Forces.
The Plate Forces are listed for each plate. Interpretation of output results is perhaps the most challenging aspect in using the
plate/shell element. The results for the plates are shown for the geometric center of the plate.
The forces (Qx and Qy) are the out-of-plane (also called “transverse”) shears that occur through the thickness of the element.
The Qx shear occurs on the element faces that are perpendicular to the local x-axis, and the Qy shear occurs on the element
faces that are perpendicular to the local y-axis. Qx is positive in the z-direction on the element face whose normal vector is in
the positive x-direction. Qy is positive in the z-direction on the element face whose normal vector is in the positive ydirection. The total transverse shear on an element face is found by multiplying the given force by the width of the element
face.
The plate bending moments (Mx, My and Mxy) are the plate forces that induce linearly varying bending stresses through the
thickness of the element. Mx is the moment that causes stresses in the positive x-direction on the top of the element. Likewise,
My is the moment that causes stresses in the positive y-direction on the top of the element. Mx can then be thought of as
occurring on element faces that are perpendicular to the local x-axis, and the My moment occurs on faces that are
perpendicular to the local y axis. To calculate the total Mx or My on the face of an element, multiply the given value by the
length of the element that is parallel to the axis of the moment. For example, looking at the 'Plate Moments' figure above, the
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total Mx moment could be obtained by multiplying the given Mx force by the length of side BC (the distance from point B to
point C). The total My force can be calculated in the same way by instead using the length of side DC.
The Mxy moment is the out-of-plane twist or warp in the element. This moment can be added to the Mx or My moment to
obtain the 'total' Mx or My moment in the element for design purposes. This direct addition is valid since on either the top or
bottom surface, the bending stresses from Mxy will be going in the same direction as the Mx and My moments.
Note
•
•
For the placement of concrete reinforcement, it is helpful to realize that laying reinforcement parallel to the local
x-axis will resist the Mx moment.
A positive Mx or My moment will put the top fiber of the plate in tension.
Note that the plate bending (Qx, Qy, Mx, My, Mxy) results are forces per unit length. For example, a rectangular element with a
B to C length of 10 feet showing a Mx force of 20K-ft would have a total force on the B-C face of the element of 20K-ft (per
foot) times 10 feet, or 200K-ft.
Note
•
•
See Spreadsheet Operations to learn how to use Find, Sort and other options.
See Plot Options - Slabs to learn how to plot point results.
Plate Corner Force Results
Access the Plate Corner Forces Spreadsheet by selecting the Results Menu and then selecting Plates
Corner Forces.
The plate corner forces are the global forces at the corner of each plate.
These are the forces and moments calculated at the corners of the plates, in the GLOBAL directions. These values are
obtained by multiplying the plate's corner displacements with the global stiffness matrix. Unlike the local forces, which are
very accurate approximations, these corner forces represent EXACT results based on linear elastic theory. Also, the local
forces are listed on a 'per unit length' basis, whereas these global direction corner forces represent the total force on the plate
at the corner in the given direction, very similar to beam end forces. At any given point, the corner forces for all plates
connected to that point should sum to zero (a requirement of equilibrium), assuming no beams or supports are also present at
the point.
These are enveloped results and the maximum and minimum value is listed. The load combination producing the maximum
or minimum is also listed, in the "lc" column.
Note
•
•
See Spreadsheet Operations to learn how to use Find, Sort and other options.
See Plot Options - Slabs to learn how to plot point results.
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Slabs - Overturning and Sliding
Slabs - Sliding & Overturning
Slab sliding and overturning checks are done automatically for all service load combinations in RISAFoundation. These
checks are very similar to the sliding and overturning checks for footing elements.
Overturning
The slab overturning checks are presented in the Overturning Safety Factors spreadsheet.
This spreadsheet lists the overturning checks for each slab under each service load combination.
Overturning Moments
The Mo-XX and Mo-ZZ columns represent the overturning moments about the XX and ZZ global axes, respectively. The
program will consider overturning about all edges of the slab (please see image below); the worst case in each direction is
reported in the spreadsheet.
RISAFoundation calculates the moment about each of the four orthogonal lines set at the extreme points of the slab (AB, BC,
CD, AD). Mo-XX reported in the spreadsheet is the largest moment taken about either AD or BC. Mo-ZZ reported in the
spreadsheet is the largest moment taken about either AB or CD.
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For more complex slabs, RISAFoundation sets four orthogonal lines at the four extreme points of the slab along the XX and
ZZ axes. The program then calculates the moment about each of the four lines (AB, BC, CD, AD). Mo-XX reported in the
spreadsheet is the largest moment taken about either AD or BC. Mo-ZZ reported in the spreadsheet is the largest moment
taken about either AB or CD. These moments are calculated about the bottom face of the slab.
Resisting Moments
The Ms-XX and Ms-ZZ columns represent the resisting moments about the XX and ZZ global axes, respectively. The
program will consider all point loads, line loads, and area loads in addition to the self weight in the calculation of the
moments. These moments are calculated about the bottom face of the slab.
Ratio
The Ms-XX/(Mo-XX*OSF) and Ms-ZZ/(Mo-ZZ*OSF) columns represent the ratio of resisting moment to overturning
moment (factored by the Overturning Safety Factor, OSF, value set in the Load Combinations spreadsheet). If this value is
lower than 1.0 then your slab is subject to overturning.
Limitations
•
Currently the program reports overturning for each individual slab element. Therefore, it will not take into account
pieced together slab elements.
Sliding
The sliding check is done along both the XX and ZZ global axes and the results are presented in the Sliding Safety Factors
spreadsheet.
This spreadsheet lists the sliding checks for each slab under each service load combination.
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Slabs - Overturning and Sliding
Applied Forces
The Va-XX and Va-ZZ columns represent the applied lateral force that causes sliding along the XX and ZZ axes,
respectively.
Resisting Forces
The Vr-XX and Vr-ZZ columns represent the resisting lateral forces that counteract sliding along the XX and ZZ axes,
respectively. These loads include applied normal loads and self weight, and is multiplied by the Coefficient of Friction set in
the Solution tab of Global Parameters.
Sliding Ratio (SR)
The SR-XX and SR-ZZ columns represent the ratio of resisting forces to applied forces. If this value is lower than 1.0 then
your slab is subject to sliding.
Limitations
•
208
Currently the program reports sliding for each individual slab element. Therefore, it will not take into account pieced
together slab elements.
RISAFoundation v4
Soils
Soils
Assigning Soil Properties
The default Modulus of Subgrade Reaction and Net Allowable Soil Bearing pressure are defined in the Global Parameters. If
you have areas within your project that have different properties, you will have to assign local soil properties to these areas.
on the Drawing Toolbar to open the Soil Regions dialog. Enter in the Subgrade
To create a new soil region click
Modulus, the Allowable Bearing Pressure and a label for the soil region.
You may apply the soil properties by drawing a polygon that define the area where these properties govern. If your region
overlaps an existing soil region, the properties that were drawn last will control for the overlapping area.
To Assign Soil Properties
1.
2.
3.
4.
5.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
If you do not already have beams or walls supporting the area you will need to create them first.
to
button and set the soil properties and click Apply.
Click the
Start drawing a polygon to define the region that will be controlled by these soil properties. To indicate that you have
finished drawing the region double-click on the last node of the polygon.
To cancel the and redraw it, click the right mouse button. To cancel drawing altogether, right click the mouse button
again, or just press the Esc key.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords:
Varying Soil.
Soil Regions Spreadsheet
The Soil Regions Spreadsheet records the properties of each region and may be accessed by selecting Soil Regions on the
Spreadsheets menu.
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209
Soils
The entries are explained below:
Label
You may assign a unique label to each Soil Region. Each label has to be unique, so if you try to enter the same label more
than once you will get an error message.
Subgrade Modulus
The subgrade modulus is used to establish the elastic stiffness of the soil and foundation. Refer to the section on
automatically generating soil springs for more information.
Allowable Bearing Pressure
Enter the allowable soil bearing pressure for this region of the soil.
Is Gross?
This setting is only used for the design of spread footings. All other elements (slabs, retaining walls, etc.) always assume a
Gross allowable value has been entered regardless of this setting.
Allowable Soil Bearing values are typically supplied by the Geotechnical Engineer as either Gross or Net allowable values.
The soil bearing check uses the same load to check soil bearing (Footing Self Weight + Overburden + Applied Load)
regardless of whether Gross or Net is specified.
When a Gross soil pressure is specified the load is compared directly against the Bearing Allowable (user-entered).
When a Net soil pressure is specified the load is compared against a modified soil capacity as shown below:
Soil Capacity = Bearing Allowable (user-entered) + Footing Self Weight + Overburden (user-entered)
If the sum of Footing Self Weight and Overburden do not equal the soil weight which was present above the footing/soil
interface strata prior to excavation then the modified soil capacity provided by the program is incorrect. In this circumstance
the Net Allowable Soil Bearing value should be specified as a Gross value in the program, and the magnitude of Bearing
Allowable should be increased by that pre-excavation soil weight.
Soil Springs Calculation (Automatic)
The program uses what is commonly referred to as a Winkler foundation model. Essentially, the soil effect is concentrated at
the node locations and the soil springs are based on a simple multiplication of Tributary Area of the node and the user entered
subgrade modulus.
Adjusting the Subgrade Modulus
Typically, the geotechnical engineer will obtain the subgrade modulus for a 1’ by 1’ or .3m. x .3m sample plate. Typical
values for various soil types could be:
210
Soil Type
ks (kcf)
Loose Sand
Medium Dense Sand
Dense Sand
Clayey Medium Dense Sand
30 ~ 200
60 ~ 500
220 ~ 850
200 ~ 500
RISAFoundation v4
Soils
Soil Type
ks (kcf)
Silty Medium Dense Sand
Clayey Soil
150 ~ 300
80 ~ 300
For settlement calculations, this value would need to be modified to account for our actual foundation size (e.g. 10 ft by 14
ft). For this example we will use equations from Principles of Foundation Engineering, 3rd edition, by Braja Das, pgs. 263 264. We will assume a 1ft x 1ft sample plate with a base ks value of 500 kcf.
These are the values that the user must enter for the subgrade modulus. The program does not automatically adjust the
modulus according to the size of the foundations.
Once the user has entered in these values for the modulus, the program will automatically calculate the spring stiffness for all
the joints in the model based on the tributary area of each node.
Single and Combined Footings
Since RISA optimizes footing dimensions, the final size of the spread footing is not known at the time of the FEM solution.
Therefore, the program approximates the size as the average width and length in the user entered range of values.
Unlike large mat foundations, each spread footing is modeled with a single joint. Therefore, that joint needs to have a rotation
spring to accurately distribute the loading for a true combined footing. RISAFoundation uses this same assumptions
regarding the modulus of subgrade reaction and the dimensions of the footing when approximating these rotational springs.
Note
•
The nodes that define the Footings currently reside at the center of the footing PEDESTAL. This is fine in most
cases, but can lead to problems when you have Eccentric footing that are part of a combined footing as shown on
the left in the image below. In these cases it is preferable to model these footings with a small mat foundation as
shown on the right in the image below.
Grade Beams
Grade beams are also looked at as having compression only soil springs along their length. These springs will be equal to the
sub-grade modulus times the width of the beam times the tributary length of the beam node.
If it is not desirable to have spring supports along the length of the beam, then a soil region with a very low sub-grade
modulus can be locally defined for this region.
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211
Soils
Modeling Mat Foundations
Although a little out of date, the ACI publication 336.2R-88, “Suggested Analysis and Design Procedures for Combined
Footing and Mats”, is a good reference for the modeling of mat foundations. For more information on these suggestion refer
to the ACI document directly.
The program uses a "Winkler Foundation" approach to the solution. As such, it does NOT explicitly take into account node
coupling effects between soil springs. Therefore, it may be desired to create a "dishing" effect for the mat foundation by
adjusting the subgrade modulus for different "zones" of the mat as shown below. This procedure is described in more detail
in the ACI report mentioned above.
Soil Pressure Results
RISAFoundation will automatically calculate the soil pressure profile that is induced by each one of your service level load
combinations. For spread footings, these results are discussed in detail in the Footing Results section.
Soil Pressure Results Spreadsheet
The Soil Pressures results is a tabulated results spreadsheet which displays summaries of the soil pressure results.
The Soil Presures tab displays the results for every node in the model. It also displays the allowable bearing pressure for that
combination and the Unity Check. If the load combination has an ABIF (allowable bearing increase factor) due to the
presence of transient loads then this will be reflected in the Allowable Bearing value listed in this spreadsheet, NOT the U/C
value. Therefore, a U/C value greater than 1.0 would always indicate a soil failure.A calculated Soil Pressure of NC indicates
that a soil pressure was NOT calculated for that joint. This is most likely because that node was a loading node that was not
used as part for the FEM solution of the mat foundation.
The Slab, Footing and Beam Soil Pressure tabs display summaries of each of the foundation elements in the model along
with the point or location which controlled the soil bearing code check for that element.
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Soils
Plotting the Soil Pressure Results
The Soil Pressure results may be plotted using the setting under Plot Options - Slabs. An example of this plot is shown
below. This plot shows a color contoured view of the soil pressures as they exist under the slab.
This view does note show if the soil is exceeding the allowable soil pressure. If this is desired, the user can specify a user
defined Range of values to plot. Any values above the range would display in red and would indicate a failure. These specific
plot options are discussed in more detail in the Plot Options section.
Note
•
While it is the Slab Contour controls that are used to display the soil pressure resutls, the program will also display the
soil pressure contrours that exist underneath grade beams and spread footings.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Soil
Bearing.
General Reference Manual
213
Solution
Solution
To solve the model select Solve on the Main Menu or click the
button on the RISA Toolbar. A progress bar displays
information as the solution proceeds. In general, loads are attributed to the slabs, beams, and footings followed by an
optimization of the slab reinforcement, as well as beam and footing sizes and reinforcement. Any warnings are listed in the
Warning Log which can be opened from the Spreadsheets Menu. See Design Optimization for more information on how
slabs and beams are optimized. See Footings - Results for more information on footing optimization.
Solution Method
The solution is based on load categories and load combinations using the widely accepted linear elastic stiffness method for
solution of the model. The stiffness of each element of the structure is calculated independently. These element stiffnesses are
then combined to produce the model's overall (global) stiffness matrix. This global matrix is then solved versus the applied
loads to calculate point deflections. These point deflections are then used to calculate the individual element stresses. The
primary reference for the procedures used is Finite Element Procedures, by K. J. Bathe (Prentice-Hall, 1996).
When a solution has been performed and the results are available the "S" icon on the status bar in the lower left corner will
to . If any changes are made to the model that invalidate the results then the results will be cleared and
change from
another solution will be necessary.
The specific type of solution performed by RISAFoundation is Batch Solution. This means that a solution may be performed
on multiple combinations and the results retained for each solution. You may group the results by item or by load
combination in the results spreadsheets by choosing from the Results Presentation options on the Results Menu. For
example, you can have all the combination results for beam M1 grouped together or you can have all the beam results for
Load Combination "DL+LL" grouped together. See Load Combinations to learn how to mark combinations to be solved in
the batch solution.
When you save a file that has been solved, you may also save your results. The next time that file is opened the saved results
will be opened as well. You may use the Preferences on the Tools Menu to change the way that you are prompted to save
results. See Preferences for more information.
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Spreadsheet Operations
Spreadsheet Operations
Powerful spreadsheets may be used to view, sort and edit the input data and results. The spreadsheets and model views are
always in tune, unless you turn this feature off in the Preferences on the Tools Menu. As you edit a model graphically the
spreadsheets are automatically updated and as you make changes in the spreadsheets the model views reflect these changes
immediately.
The input data may be accessed from the Spreadsheets Menu. You may edit the data or you can add new data. You can also
paste data from another application directly into the spreadsheet via the Windows clipboard. Any changes made to the input
spreadsheets may also be viewed graphically.
After solving the model, results are recorded in spreadsheets for browsing. These spreadsheets may be accessed from the
Results Menu. You may sort the results in order to find maximums and exclude data that is not important. You may also
copy this data to the Windows clipboard and use it in another application.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords:
Advanced Spreadsheet.
Moving and Scrolling
To move between cells in a spreadsheet, click any cell or use the keyboard arrow keys. When you move to a cell it becomes
the active cell. To see a different area of the spreadsheet use the vertical scroll bars on the right side of the spreadsheet.
To Scroll
Do This
One row up or down
Click the arrows on the vertical scroll bar.
One column left or right
Click the arrows on the horizontal scroll bar.
One page up or down
Click above or below the scroll box in the
vertical scroll bar.
One page left or right
Click to the left or right of the scroll box in
the horizontal scroll bar.
A large distance
Drag the scroll box to the approximate
relative position.
Tip
•
•
The size of a scroll box indicates the proportional amount of the spreadsheet that is visible. The position of a
scroll box indicates the current location relative to the spreadsheet.
The mouse wheel is also an excellent tool for scrolling up and down in spreadsheets or graphics. Roll the wheel
or click and drag to move around.
Spreadsheet Keyboard Commands
The following keyboard commands are available:
Key
Function
Arrow Keys
Move the active cell one location
TAB
Move right one cell
ENTER
Move to the first column of the next line.
Adds new line if necessary.
PAGE UP
General Reference Manual
Move the active cell one full page up.
215
Spreadsheet Operations
PAGE DOWN
Move the active cell one full page down.
HOME
Move to the first line of the spreadsheet.
END
Move to the last line of the spreadsheet.
F3
Insert new line below current line.
F4
Delete current line.
F8
Insert new line below current line and repeat
the current values in the new line.
Selecting Spreadsheet Cells
Before you can carry out commands or tasks in a spreadsheet, you must select the cells that you want to work with.
To Select
Do This
A single cell
Click the cell, or press the arrow keys to
move to the cell.
A range of cells
Click the first cell of the range, and then drag
to the last cell.
An entire row
Click the row heading.
An entire column
Click the column heading.
Adjacent rows or columns
Drag across the row or column headings
Note
•
To cancel a selection of cells, click any single cell in the spreadsheet.
Undoing Operations
RISAFoundation provides you with virtually unlimited Undo capability so that you may easily correct mistakes or just back
button as many times as you wish to go back a step. The model view and
up to try different possibilities. Simply click the
the spreadsheets will visually display the "undoing". Remember that graphic edits are undone as well.
Redoing Operations
RISAFoundation provides you with virtually unlimited Redo capability so that you may reapply actions that were previously
button as many times as the Undo button was used just prior. The model view and the
undone. Simply click the
spreadsheets will visually display the "redoing". Remember that graphic edits are redone as well.
Editing Spreadsheets
The spreadsheets have been specifically developed for the input and editing of structural models. There are many ways to edit
the spreadsheets allowing you to quickly build your model. You may copy and move data from other locations or other files.
You may also fill large blocks of cells automatically and perform math on these cells.
To Fill Selected Cells
1.
Select the cells you wish to fill.
2.
3.
4.
button.
Click the Block Fill
Type the value you wish to apply.
Click OK.
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Spreadsheet Operations
To Perform Math on Selected Cells
1.
Select the desired cells.
2.
3.
4.
button.
Click the Block Math
Specify the value and the operation you wish to apply.
Click OK.
To Cancel or Undo Editing
•
To cancel an entry before you press ENTER press ESC.
•
To undo a completed entry, click the Undo
button.
To Edit Cell Contents
1.
2.
3.
4.
Click the cell that contains the data you want to edit.
Make any changes to the cell contents.
To enter your changes, press ENTER.
To cancel your changes, press ESC.
Note
•
•
To replace the contents of a cell, click on the cell and type the new entry.
To edit the contents of a cell, double-click on the cell and use the arrow keys to locate the cursor and perform the
edit.
Inserting, Deleting and Clearing Cells
To insert cells you must insert an entire row. When you delete cells you must delete an entire row. The row is removed from
the worksheet and shifts the lower cells to fill the space. When you clear cells, you remove the cell contents but leave the
blank cells on the spreadsheet.
To Insert Rows
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217
Spreadsheet Operations
1.
Click a cell in the row immediately above where you want the new row.
2.
To insert a blank line, click the Insert New Line
3.
To have the values of the current line copied in the new line, click the Repeat Current Line
button.
button.
To Clear Cell Contents
1.
Select the cells, rows, or columns you want to clear and press the DELETE key.
To Delete Rows of Cells
1.
Select the rows you want to delete.
2.
Click the Delete Marked Lines
button. Lower cells shift up to fill the space.
Moving and Copying Cell Contents
Standard Windows copy and paste functions are fully supported. By using the clipboard you may move or copy any
spreadsheet data to another location in the same spreadsheet, or to another spreadsheet (provided it fits). You may also copy
data to or from another model or any other application that supports copy and paste such as a word processor or spreadsheet.
To Move or Copy Cells
1.
2.
Select the cells you want to move or copy.
To copy the cells select Copy on the Edit Menu.
3.
Click on the cell you wish to place the data in and click the Paste
button.
To Move or Copy Cells between Existing Cells
1.
2.
Select the cells you want to move or copy.
To copy the cells select Copy on the Edit Menu.
3.
Select a cell on the row above where you want to place the data.
4.
Click the Insert New Line
5.
Click on the upper left cell you wish to place the data in and click the Paste
button for each new line that is needed.
button.
To Move or Copy Cells to Another File
1.
2.
Select the cells you want to move or copy.
To copy the cells select Copy on the Edit Menu.
3.
Open the file you wish to copy the data to.
4.
Click on the cell you wish to place the data in and click the Paste
button.
Note
•
218
Your data stays in the clipboard until you copy new data. You may repeat step 4 to move or copy data to multiple
locations.
RISAFoundation v4
Spreadsheet Operations
Sorting and Finding in Spreadsheets
You may sort spreadsheets by the values in most any column. Simply click in the column you wish to sort, click on the Sort
button and choose the sorting method. You may relabel the points after sorting them by using the options in the Right
Click Menu.
To locate or find a specific point, beam, or slab while in a spreadsheet click the Find
button on the Window Toolbar.
Default Spreadsheet Data
Many of the spreadsheets provide the option to save the current data as the default and every new file subsequent to the save
will already have that data. This way the office standards that you might use in most of your models are already entered and
available in new models. This feature is available in the following spreadsheets: Materials, Design Rules, Footing
Definitions, and Load Combinations.
button when you are ready and the current data in the spreadsheet
To save default data simply click the Save as Defaults
will be used in each new file that you create. The data is saved for the current, active, spreadsheet only and affects no other
open or closed spreadsheets.
Special Spreadsheet Functions
There are special functions that help you with a particular spreadsheet.
Load Combinations Spreadsheet
You may click
to have the program generate load combinations based on a variety of Building Codes. See
Generating Building Code Combinations for more information.
General Reference Manual
219
Supports
Supports
Supports define how the model is externally constrained. The soil regions you define create a grid of compression-only
springs to support your slabs/footings. You may define additional points of support as completely restrained or as partially
restrained with a Spring. You can also define a spring support that has stiffness in only one direction with tension-only or
compression-only springs.
Points of support may also be defined as Footings, Piles or Pile Caps. This section will deal primarily with non-footing
points of support. See Footings - Design for more information on footings and Piles and Pile Caps for more information on
these supports.
Creating and Modifying
There are a number of ways to create or modify supports. You may view and edit the data in the All Support Types
Spreadsheet or you can use the Assign Support Type at Points tool to graphically assign or modify a possibly large
selection of supports.
Assign Support Type at Points
The graphical Assign Support Type at Points tool discussed here lets you specify and modify supports graphically. To use
this, you will typically specify the new support, then select the points that you want to assign or modify.
You can modify or assign points one at a time by selecting the Apply by Clicking/Boxing option and then click on the points
you wish to modify. You may also modify or assign entire selections of points by selecting the points first and then use the
Apply to All Selected option.
The parameters shown are the same as those on the All Support Types Spreadsheet and are described in Support Options.
Use the arrow buttons to select the support type.
To Assign Support Types
1.
If there is not a model view already open then click
on the RISA Toolbar to open a new view and click
turn on the Drawing Toolbar if it is not already displayed.
2.
3.
button and define the support.
Click the
You may apply the support by choosing points on the fly or apply it to a selection of points.
General Reference Manual
to
220
Supports
To choose points on the fly, choose Apply Entries by Clicking/Boxing Points and click Apply. Click/Box the joints
with the left mouse button.
To apply the support to a selection of points, choose Apply Entries to All Selected Points and click Apply.
Note
•
•
To apply more supports with different conditions, press CTRL-D to recall the Assign Support Types Dialog.
You may also specify or edit supports in the Assign Support Types Spreadsheet.
•
You may undo any mistakes by clicking the Undo
button.
Auto-Generated Soil Springs
When a solution is performed, RISAFoundation auto-meshes each slab into a mesh of plate elements. In the process, points
are automatically created to define the corners of each plate. A Soil Spring, or compression-only spring, is auto-generated at
every plate corner point, in each slab. User-defined supports previously applied to any point within a slab will override any
soil springs generated by the program. In other words, a soil spring will NOT be applied at those particular points in the slab.
RISAFoundation calculates the tributary area for each plate corner point individually and multiplies that area by the
Subgrade Modulus defined in each particular Soil Region to determine the spring stiffness for the soil spring at that point. If
no soil regions are defined, the subgrade modulus defined on the Solution tab of the Global Parameters Dialog will be used
in this calculation. See Soil Springs Calculation for more information.
All Support Types Spreadsheet
The All Support Types Spreadsheet records the supports for the points and may be accessed by selecting All Support
Types on the Spreadsheets Menu.
The Point Label column contains the label of the point that is restrained.
The Support column records the support conditions that apply to the point. See the Support Options listed in the next
section for more information on the available choices.
Note:
•
You can only manipulate supports in this column if they are simple point supports. Any footings, piles or pile caps are
manipulated in the other columns.
The Footings/Piles/Pile Caps column records the support label when a support is assigned to a particular point. The
available choices are listed from the Footing Definitions, Pile Definitions and Pile Cap Definitions Spreadsheets,
respectively. If no support is desired at the point, select 'No Support' from the drop down list and the cell will be left blank in
the spreadsheet. If a footing label is selected, the Support entry will default to 'Calc'ed'.
The Support Angle column records the angle of rotation of each footing, pile or pile cap support about a plane defined by
the vertical and Z direction. Supports can be rotated between -180 and 180 degrees. A positive angle will rotate clockwise
and a negative angle counterclockwise.
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221
Supports
Support Options
Free points have no restraint in any of the degrees of freedom and need not be listed on the All Support Types Spreadsheet.
The following are the valid support options that may be used.
Note
•
•
•
These options are only available for points not defined by a footing, pile or pile cap.
Models that contain compression-only or tension-only springs must be iterated until the solution converges.
Convergence is achieved when no more load reversals are detected in the springs. During the iteration process,
each spring is checked, and if any springs are turned off (or back on), the stiffness matrix is rebuilt and model is
resolved.
You can enter the first letter of the option ("R" for Reaction, "S" for Spring, etc.) rather than typing out the entire
code. RISAFoundation fills in the rest automatically.
Reaction Support
The "R" code, for Reaction, specifies full restraint for the vertical direction. No movement will be allowed in the vertical
direction, perpendicular to the XZ plane, for this point. Furthermore, the reaction will be calculated at this point.
Spring Support
The "Snnn" code, for Spring, models a spring attached to the point in the vertical direction. The "nnn" portion of the code is
the numerical magnitude of the springs' stiffness. The appropriate units are shown at the top of the column.
For example, if a spring of stiffness 1000 Kips per Inch were desired in the vertical direction at a particular point, for that
point you would enter 'S1000' for the support.
Compression-Only Springs
The "CSnnn" code, for Compression-Only Springs, models a one way "compression-only" spring attached to the point in
the vertical direction. This spring has stiffness for negative displacements (downward) and NO stiffness for positive
displacements (uplift). The "nnn" portion of the code is the numerical magnitude of the springs' stiffness. The spring stiffness
units are the same as those for a normal spring. Compression-only springs are used by RISAFoundation when autogenerating soil springs for slabs.
For example, if a compression-only (CS) spring with a stiffness of 500k/in were desired in the vertical direction at a certain
point, you would enter 'CS500' for the support.
This means that all displacements at this point in the downward direction will be resisted with a stiffness of 500k/in.
However the point is free to move in the upward direction.
•
222
When a model contains T/C only springs, the program must iterate the solution until it converges. Convergence is
achieved when no more load reversals are detected in the T/C only springs. During the iteration process, each T/C
RISAFoundation v4
Supports
only support is checked. If any springs are turned off (or turned back on), the stiffness matrix is rebuilt and model
is resolved.
Tension-Only Springs
The "TSnnn" code, for Tension-Only Springs, models a one way "tension-only" spring attached to the point in the vertical
direction. This spring has stiffness for positive displacements (uplift) and NO stiffness for negative displacements
(downward). The "nnn" portion of the code is the numerical magnitude of the springs' stiffness. The spring stiffness units are
the same as for a normal spring.
For example, if a tension-only (TS) spring with a stiffness of 500k/in. were desired in the vertical direction at a certain point,
you would enter 'TS500' for the support.
This means that all displacements at this point in the upward direction will be resisted with a stiffness of 500k/in. However
the point is free to move in the downward direction.
•
When a model contains T/C only springs, the program must iterate the solution until it converges. Convergence is
achieved when no more load reversals are detected in the T/C only springs. During the iteration process, each T/C
only support is checked. If any springs are turned off (or turned back on), the stiffness matrix is rebuilt and model
is resolved.
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223
Units
Units
You can work with imperial (Kips, inches, etc.) or metric (KN, meters, etc.) units, or any combination of the two. The current
units appropriate for each data item are shown at the tops of the data columns in the spreadsheets and with the plot of values
in the model view.
You may save any of the units as the default setting so that when you start a new model that information is already there. To
do this, simply enter the information that you want to save and check the Save as Defaults box and click OK.
To Change Units
1.
2.
Click the Units
button on the RISA Toolbar.
Specify the units you want for each item in the drop down lists.
Standard units systems are preset and may be specified by clicking the Standard Imperial and Standard Metric
buttons.
3.
If you do not wish to convert values already entered then clear the check box for Converting Existing Data.
Standard Imperial Units
This is the units system currently prevalent in the United States. 'Feet' are used for location entries such as point coordinates
and load locations, and 'Inches' are used for section property entries such as area and moment of inertia. Force and weight
units are in 'Kips', where 1 Kip = 1000 pounds. Stress units are in 'Ksi' (Kips per square inch).
Standard Metric Units
This units system uses 'Meters' for location entries and 'Centimeters' for section property entries. Force units are in 'kN'
(kiloNewtons), where 1 KN = 1000 Newtons. Stress units are in 'MegaPascals' (MPa), where a MegaPascal is 1,000,000
Newtons per square meter. Weight units are in 'Kilograms' and thermal units are in 'Degrees centigrade.
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RISAFoundation v4
Units
Units Specifications
The following are the unit specifications and their applications:
Measurement
Usage
Lengths
Coordinates, Load Locations
Dimensions
Shape Properties, PlateSlab Thickness
Material Strengths
E, G
Weight Densities
Material Density
Forces
Loads, Forces
Linear Forces
Line Loads
Moments
Loads, Forces
Area Loads
Area Loads
Translational Springs
Supports
Deflections
Deflections, Displacements
Stresses
Fy, Allowable and Actual Stresses
General Reference Manual
225
Warning Log
Warning Log
The Warning Log Spreadsheet provides you with a record of any warnings or errors that occurred during the solution of
your model. The log should be reviewed for warnings or errors that would affect the design of your structure. These messages
are, in general, self-explanatory. The error log reports back the item label for which the error occurred.
You can view the warning log by clicking on the Spreadsheets menu item and then clicking on the Warning Log selection.
Below are a few of the common warnings which may require some additional explanation:
Sum of reactions is not equal to the sum of the loads (LC xx)! Check for any small rigid
links or fixed boundary conditions.
When the solution is complete, the program checks the sum of the reaction forces in each direction if this is more than 0.1%
different from the sum of the applied loads, then this warning message will be displayed. The most common causes for this
warning message are the following:
•
•
•
A joint instability which has been automatically LOCKED by the program. If the joint is locked then the reaction at
that location is not computed. Once you rectify the instability then this warning log message should also go away.
You may also need to uncheck the "Lock isolated ROTATIONAL instabilities without notification" box as this may
conceal some instabilities. See the Stability section for more information.
A user assigned boundary condition which was used the "Fixed, reaction will not be calculated" option rather than the
"Reaction" option. See the Boundary Conditions section for more information. Using the term "Fixed" suppresses the
reaction output in the Joint Reactions and thus the applied loads does not equal joint reactions. In this case the
Warning Log could likely be ignored, as there is a valid reason for this discrepancy.
A "ghost reaction" may have developed where one or more rigid elements (Diaphragms, rigid end offsets, or rigid
links) have become so stiff that they actually became stiffer than the internal stiffness used by the program to define
boundary conditions. In this rare case forces may be leaving the model at locations other than boundary conditions.
Having a combination of a rigid diaphragm, rigid links, rigid end offsets, top of member offsets, etc., all in a localized
place in the model could cause these.
For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Sum
of Reactions.
Span has fewer than 5 analysis sections. Increase number of sections.
In order to perform concrete rebar design, the program needs to have a good representation for what sort of moment and
shear diagrams exists in the beam. When there are less than 5 internal sections in a beam or span, the program will warn you
that it did not have enough information to perform an adequate concrete design. Increasing the number of internal sections on
the Global Parameters Dialog may correct this problem.
Since, the program wants to perform shear design at a distance "d" from the face of support, it may not be possible to get
rebar design for beam with a large depth and a relatively short span. Keep in mind that this will only affect rebar design.
Deflection and force results are unaffected.
Span length is less than 1 foot. No design for this span.
When a beam span is very short (less than a foot) the program will not be able to perform concrete design. Typical cases
where this may occur are curved concrete members.
226
RISAFoundation v4
Warning Log
Internal Results Corrupted - Call RISA Technologies
The program has detected an internal error while processing the solution results. Please contact RISA Technologies
immediately.
Member Mxx at (length): The rebar does not exist. No Capacity Calculated."
This message means that a user defined reinforcement profile has resulted in a member with zero capacity (and zero
reinforcement) at the described location.
General Reference Manual
227
Technical Support
Technical Support
Technical support is an important part of the RISAFoundation package. There is no charge for technical support for all
licensed owners of the current version of RISAFoundation. Technical support is very important to the staff at RISA
Technologies. We want our users to be able to reach us when they are having difficulties with the program. However, this
service is not to be used as a way to avoid learning the program or learning how to perform structural modeling in general.
Hours: 6AM to 5PM Pacific Standard Time, Monday through Friday
Before contacting technical support, you should typically do the following:
1.
2.
3.
4.
Please search the Help File or General Reference Manual. Most questions asked about RISAFoundation are
already answered in the Help File or General Reference Manual. Use the table of contents or index to find specific
topics and appropriate sections. We go to great lengths to provide extensive written and on-line documentation for the
program. We do this in order to help you understand the features and make them easier to use. Also be sure to go
through the entire User's Guide when you first get the program.
If you have access to the Internet, you can visit our website at www.risatech.com and check out our Support section
for release notes, updates, downloads, and frequently asked questions. We list known issues and product updates that
you can download. So, if you think the program is in error you should see if the problem is listed and make sure you
have the latest release. The FAQ (Frequently Asked Questions) section may also address your question.
Make sure you understand the problem, and make sure your question is related to the program or structural modeling.
Technical Support does not include free engineering consulting. RISA Technologies does provide a consulting
service. If you are interested in inquiring about this service, please call RISA Technologies.
Take a few minutes to experiment with the problem to try to understand and solve it.
For all modeling support questions, please be prepared to send us your model input file via email or postal mail. We often
will need to have your model in hand to debug a problem or answer your questions.
Email: [email protected] This method is the best way to send us a model you would like help with. Most
email packages support the attachment of files. The input file you would send will have a .FND extension. Make sure you tell
us your name, company name, serial number or Key ID, phone number, and give a decent problem description. If you have
multiple beams, slabs, or load combinations, make sure you specify which ones to look at.
Phone Support:(949) 951-5815: Feel free to call, especially if you need a quick answer and your question is not model
specific and therefore doesn't require us to look at your file.
228
RISAFoundation v4
Index
Index
A Ambient Temperature, 141
Animation, 69
Animating Deflections, 69
Application Interface, 5
Applying Changes, 72
Automatic Backup, 20
Customizing, 20
File Operations, 36
Automatic Generation, 55
Axes
Plot Options, 70
Toggling the Axis display, 62
C Center of Gravity, 143
Circular Slab Generator, 55
Clearing Cells, 217
Cloning Views, 60
Coefficient of thermal Expansion, 101
Color, 65, 66, 70
Commands, 5
Main Menu, 5
Shortcuts and Hot Keys, 12
Company Name (printed), 146
Compression Only, 222
Springs, 222
Compressive Strength, 101
B Background, 70
Backup, 20, 36
Customizing, 20
File Operations, 36
Beam Rebar, 27
Black Background, 70
Block operations (spreadsheet), 6
Block Operations (spreadsheet), 215
Boundary Conditions, 220
Creating and Modifying, 220
Reaction, 222
Concrete Design
Tie Spacing, 58
Context Help, 88
Convergence
T/C Members and Springs, 222
Coordinates, 13, 141
Copy
Loads, 90
Spreadsheet Cells, 218
Corner Forces, 205
Criteria Selections, 82
Customizable Model View Toolbar, 8
Customization, 20
Spreadsheet, 221
Springs, 222
Box Selections, 82
Building Codes, 97
D Data Entry Preferences, 20
Data Entry Toolbar, 11
Date, 145
General Reference Manual
i
Index
Defaults, 20, 219
File Operations, 36
Global Parameters, 56
Filling Spreadsheets, 216
Load Combinations, 96
Find, 219
Materials, 101
Flat File, 145
Mode, 14
Font Control, 23
Plot Options, 64
Footing Rebar, 28
Deleting, 79
Density, 101
Material Properties, 101
Footing Results, 44
Flexure, 46
Methodology, 44
Depth Effect (Graphics), 63
Overturnnig, 50
Design Parameters, 17
Pedestal, 48
Design Rules, 26
Shear, 47
Dialog Boxes, 14
Sketch & Details, 44
Director Menu, 8
Sliding, 50
Displacements, 143
Soil Bearing, 45
Distance Tool, 12
Footing Stability and Overturning, 52
Drawing, 72
Footings
Boundaries, 220
General Properties, 38
Grid, 75
Geometry, 38
Members, 16
Local Axes, 40
Snap Points, 78
Pedestal, 39
Drawing Toolbar, 10
Soil Properties, 39
DXF Files, 29
Dynamic Pan / Zoom / Rotate, 11
E G G (shear Modulus), 101
General Preferences, 20
E (Young's Modulus), 101
Generation, 55
Edit menu, 6
Global Axes, 70
Edit mode, 14
Global Parameters, 56
Email (support), 228
Concrete, 58
Excluding Results, 149
Description, 56
Solution, 57
F Fc' (compressive strength), 101
File Locations, 24
File Menu, 5
Graphic, 60
Display, 60
Editing, 72
Printing, 146
Results, 149
ii
RISAFoundation v4
Index
Selection, 81
Grid, 75
Drawing, 75
Project, 73
H L Labels, 18, 62
Layers (CAD), 29
License Agreement, 2
Limits, 2
Line Selections, 82
Hardware Requirements, 1
Load Categories, 89
Help Menu, 7
Load Combinations, 96
Help Options, 88
Loads, 89
Hot Keys, 12
Cases, 97
Categories, 97
I Combinations, 96
I-Joint, 18
Information Dialog, 141
Points, 141
Insert Cells, 217
Display, 67
Local Axes
Plates, 66
Locking Selections, 86
Insert Menu, 7
Installation, 4
M Interface, 5
Main Menu, 5
Inverting Selections, 82
Maintenance (program), 4
Isometric View, 6, 60
Manuals, 1
Iterations
Material Properties, 101
T/C Springs, 222
Members, 16
Drawing, 16
J Modifying, 17
J-Joint, 18
Physical, 19
Joints, 141
Spreadsheet, 18
Displacements, 143
Menus, 5
Reactions, 143
Messages, 226
Results, 143
Warning Log, 226
Model View, 14, 60
K Keyboard Commands, 12
Modeling Wall Footings, 102
Modes (program), 14
Modify Menu, 7
Modifying
Members, 17
General Reference Manual
iii
Index
N New Models, 20
Nu (Poisson's Ratio), 101
O One Way (Deep Beam) Shear Check, 123
One-way springs, 222
Pile Caps, Input, 114
Pile Punching Shear Checks, 125
Pile Results (Individual), 129
Piles and Pile Caps, 113
Piles, Input, 113
Pins
Boundary Conditions, 220
Plates
On-Line Help, 88
Corner Forces, 205
On-Line website, 88
Forces, 204
Optimization, 26
Results, 204
Options, 20
Plot Options, 64
Overview, 1
Poisson's Ratio, 101
P Polygon Selections, 82
Preferences, 20
Page Number (for printing), 145
Printing, 144
Panning (graphics), 61
Program Defaults, 20
Partial Views, 63
Program Interaction, 188
Paths, 24
Program Limits, 2
P-Delta
Program Modes, 14
Turning off the P-Delta Requirement, 22
Project Grid, 73
Pedestal Design Values, 107
Punching Shear Check Results, 111
Pedestal Detail Report, 109
Punching Shear Geometries, 108
Pedestal Limitations, 111
Punching Shear Values, 107
Pedestal Rebar, 28
Pedestals, 103
R Pedestals Spreadsheet, 105
Reactions, 222
Phone (support), 228
Boundary Condition, 143, 222
Physical members, 19
Rectangular Drawing Grid, 76
Pile and Pile Cap Limitations, 119
Redo, 73, 216
Pile and Pile Cap Modeling, 116
Re-Labeling, 18
Pile Cap - Pile Capacity Checks, 120
Rendering (Graphics), 62
Pile Cap Detail Report, 134
Plates, 66
Pile Cap Flexural Design, 121
Reports, 144, 145
Pile Cap One Way Shear Check, 123
Results, 148
Pile Cap Results, 132
Joints, 143
Pile Caps -Pedl Punch Shear, 127
Menu, 7
iv
RISAFoundation v4
Index
Plates, 204
Preferences, 22
Toolbar, 11
Solution, 214
Preferences, 22, 57
Solve Menu, 7
Retaining Wall Def Editor, 155
Sorting, 6, 149, 219
Retaining Wall Definitions, 150
Span, 58
Retaining Wall Detail Report, 182
Spreadsheets, 215
Retaining Wall Limitations, 169
Copying, 218
Retaining Wall Results, 180
Defaults, 219
Retaining Walls - Design, 170
Editing, 216, 217
Retaining Walls - Modeling, 160
Filling, 216
Right-Click Menu, 8
Finding, 219
RISA Toolbar, 8
Inserting, 217
RISAFoundation Interaction, 188
Math, 217
Rotating, 11, 61
Moving, 215
Views, 61, 70
Sorting, 219
Spreadsheets Menu, 7
S Save As Defaults, 20
Saving, 5
Files, 5
Results, 148
Selections, 87
Views, 63
Springs, 222
Boundary Conditions, 222
Standard Combinations, 97
Status Bar, 13
System Requirements, 1
T Scrolling, 215
Technical Support, 228
Select Mode, 14, 81
Temperature, 141
Selection, 10
Tension only springs, 223
Toolbar, 10
Thermal Coefficient, 101
Using Graphics, 81
Toggle Buttons, 62
Self Weight, 89
Toolbars, 8
Self-Weight
Tools Menu, 7
Material Density, 101
Shear
Modulus, 101
Shortcut Keys, 12
Shortcut Menu, 8
Tooltips, 88
Translucent Display, 66
Troubleshooting, 226
Warning Log, 226
Tutorial, 1, 88
Slab Rebar, 27
Snap Points, 78
General Reference Manual
v
Index
U UBC, 97
Undo, 6, 73, 216
Units, 224
V View menu, 6
View mode, 14
W Warning Log, 226
vi
Warnings, 226
Web Site, 88
White Background, 70
Window Selections, 82
Window Toolbar, 8
Windows, 14
Y Young's Modulus, 101
Z Zooming, 11, 61
RISAFoundation v4