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Steel Portal Frame EC3 RUNET software
11.1 Report menu
Compute Perform all the design computations.
Report Preview-print the report.
Report contents. You can select the drawings and the chapters to appear in the report.
Report setup, font settings, captions, footnotes, etc.., for report
Printer. Standard dialog to select printer, and printer properties
Drawing, opens the CAD drawing window.
11.2 Report setup
Report, Adjust the appearance and contents of header, footer report margins and font.
Page setup, Select the Paper size, printing on both side s .
Paragraphs: Adjust the distance between the report lines, (usually for best appearance 4mm.
)
You can choose to have each chapter to start on a new page.
The errors appear in red or other colour.
Copyright
RUNET Software www.runet-software.com 16
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Table of contents
- 4 Design Steel portal frame structures according to Eurocode
- 5 Concept design
- 6 Program features
- 6 Eurocodes used in SteelPortalFrameEC
- 8 Main screen
- 8 Main window fields
- 8 Structure data and load data
- 9 10 steps - How to work with the program
- 10 Files
- 10 Parameters
- 10 National Annex
- 10 Materials
- 11 Design Parameters
- 11 NAD parameters
- 12 Parameters for Portal frames
- 13 Snow load on the ground
- 13 Basic wind velocity
- 13 Seismic zone
- 14 Setup
- 14 Language setup
- 14 Computations
- 14 Report
- 16 Report menu
- 16 Report setup
- 17 CAD Drawings
- 18 Input Data
- 18 Materials
- 18 Steel grades included in the program
- 19 Cross-sections
- 19 Estimate of member sizes
- 19 Standard types of cross section profiles included in the program
- 20 Welded (fabricated) cross sections
- 21 Structure data
- 21 Basic structure dimensions
- 22 Loads
- 22 Permanent loads
- 22 Variable loads
- 23 Seismic load Eurocode
- 23 Connections
- 23 Foundation
- 24 Foundation bearing resistance
- 26 Design Considerations
- 26 Error messages
- 27 Short theoretical overview
- 27 Design Loads EN
- 27 Permanent loads EN
- 27 Imposed loads EN
- 27 Snow load EN
- 27 Wind load of EN
- 27 Earthquake loading EN
- 28 Design load combinations EN
- 28 Load combination factors (EN1990 Tab.A1.1)
- 28 Ultimate Limit State (ULS) (EQU)
- 28 Ultimate Limit State (ULS) (STR)
- 29 Serviceability Limit State (SLS)
- 29 Ultimate Limit State (ULS)Seismic situation
- 30 Finite element model
- 30 Materials ΕΝ
- 30 Partial factors ΕΝ
- 31 Second order effects EN
- 31 Imperfections EN
- 32 Classification of cross sections ΕΝ
- 34 Design for SLS EN
- 34 Ultimate limit states ΕΝ
- 34 Tension ΕΝ
- 34 Compression ΕΝ
- 35 Bending moment ΕΝ
- 36 Bi-axial bending ΕΝ
- 36 Shear ΕΝ
- 37 Buckling resistance of uniform members in compression
- 39 Lateral torsional buckling for uniform members ΕΝ
- 40 Uniform members in bending and compression ΕΝ
- 42 Connections Eurocode
- 42 Bracing system
- 43 Foundation
- 43 Design of footing
- 43 Passive earth pressure
- 44 Standards and Bibliography