Sesam GeniE 6.4 Release Note

Sesam GeniE 6.4 Release Note
DNV SOFTWARE – A LEADING PROVIDER OF SOFTWARE FOR
RELEASE NOTE DOCUMENT
Sesam GeniE
Version 6.4
RISK
2 | RELEASE NOTE | Sesam GeniE 6.4|
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9 March 2013
Prepared by DNV Software,
an independent business unit of Det Norske Veritas
© Det Norske Veritas AS. All rights reserved.
This publication or parts thereof may not be reproduced or transmitted in any form or by any means,
including copying or recording, without the prior written consent of Det Norske Veritas AS
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TABLE OF CONTENTS
1. INTRODUCTION ............................................................................................................................................... 4
2. HIGHLIGHTS OF THE NEW RELEASE .......................................................................................................... 4
3. HOW TO UPGRADE .......................................................................................................................................... 5
3.1. How to download.......................................................................................................................................... 5
3.2. Upgrading from previous Sesam GeniE versions ......................................................................................... 6
3.3. Other Sesam applications used by Sesam GeniE .......................................................................................... 6
4. DOCUMENTATION........................................................................................................................................... 7
5. MAIN NEWS OF SESAM GENIE 6.4 ............................................................................................................... 7
5.1. Jackets & Topsides ....................................................................................................................................... 7
5.2. Hull and Surface Modelling ........................................................................................................................ 16
5.3. General updates .......................................................................................................................................... 20
5.4. Supporting programs .................................................................................................................................. 22
6. OTHER PRODUCT INFORMATION .............................................................................................................. 24
7. TECHNICAL NOTES ....................................................................................................................................... 25
7.1. Supported operating systems ...................................................................................................................... 25
7.2. Recommended hardware configuration ...................................................................................................... 25
7.3. Supported beam code check standards ....................................................................................................... 27
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1. INTRODUCTION
The release of Sesam GeniE 6.4 is a major release that will enable thousands of users to do more, as well as to do
it more easily. The main new features can be summarized as,
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full control of the connections between a leg and it’s inner pile
tension/compression analysis inside Sesam GeniE
alternative equipment mass modelling
ignore the breaking wave height limit
disconnect beams and plates
code checking of piles according to API standard
easier and more comprehensive import of model data from Sacs
make a surface by simultaneously selecting multiple curves
create guiding curves from intersection between shell and plane
create guiding curves from the boundaries of a surface
export of guiding curves to Rhino format
the graphic driver DirectX9 is now the default.
Your feedback is important to us and the above improvements are a result of such. We thank you for your
continuous support to Sesam. If you have any suggestions, questions or problems please send an email to:
[email protected] or contact one of our local offices.
“The continuous investments in Sesam lead to new and improved products that help our customers become even
more productive and at the same time to achieve a higher degree of quality during import of data from other
sources. This release can be characterized as easier and more,” says Ole Jan Nekstad, Product Director Sesam.
2. HIGHLIGHTS OF THE NEW RELEASE
The benefits for our valued end-users may be listed as (see also Section 5 for more details):
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The point connection management used to model the connections between a leg and its inner pile as
well as between a conductor and its frame has two clear benefits. The user gets full control of the
connection as well as doing all in Sesam GeniE – before this needed to be done in a superelement
analysis
Tension/compression analysis can now easily be done inside Sesam GeniE – before it was necessary to
run the analysis from a utility tool before manually loading the results back to Sesam GeniE
The alternative equipment mass modelling is used to ensure a proper load transfer of the mass to avoid
false lateral forces in dynamic analysis
Users can now decide to ignore the breaking wave height limit check point so that wave load analysis
can be carried out typically for shallow waters. Before now this has not been possible
The new functionality for disconnecting beams and plates easily models structural components that
have common boundaries, but not connected. This has simplified the modelling process as this was only
possible using superelement analysis before
Code checking of piles according to the API standard has been made easier as two new code checking
options have been added without the need to specify buckling lengths of the piles
The import of model data from Sacs is now more complete, and includes import of wishbones, piles,
soil data, segmented beams and up to 1000 basic load cases
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The user interface for importing Sacs data models has been made more easy and intuitive as it focuses
the most common import options. All other options can be found under the advanced options tab
The improved StaadPro data import now includes tension and compression members and it is thus not
necessary to manually edit the imported model for such
It is now easier to make a surface by simultaneously selecting multiple curves. Before this could only be
done by selecting curves individually in one direction before selecting in the other direction
Guiding curves can now be made from intersection between shell and plane. Before it was necessary to
divide the shell with the plane before making guiding curves from the shell edges
Guiding curves from the boundaries of a surface can now be made by a single operation instead of
double clicking the surface prior to generating individual guide curves from surface edges
The new context sensitive rubber-band select allows the user to be in the same modus to perform either
an enclosed-with or touched-by selection. Before it was necessary to shift selection modus each time
The data transfer to Rhino is now more complete as Sesam GeniE can export guide curves to Rhino
format in addition to importing from Rhino
The graphic driver DirectX9 is now the default to support Intel embedded graphic cards or other high
performance cards. The OpenGL2 graphic driver is also supported. Before the only option for graphic
driver support was OpenGL
3. HOW TO UPGRADE
3.1. HOW TO DOWNLOAD
The new version of Sesam GeniE can be downloaded from our Customer Portal located on
www.dnvsoftware.com.
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Please notice the following:
•
•
•
You need your own user id and password to log in to the Customer Portal. If you don’t have one enter
your email address for us to validate you as a user
There are two installation kits of Sesam GeniE – one for 32 bit and one for 64 bit operating system
The installation kits are self contained and there is therefore no need (like before) to install other Sesam
programs or services. If you have a program or service installed from before, the installation program
will detect it
3.2. UPGRADING FROM PREVIOUS SESAM GENIE VERSIONS
Before you upgrade, please make sure you have relevant data of journal files or xml files to be used when
regenerating your models in the new Sesam GeniE version.
There are three alternatives for migrating data from a previous version of Sesam GeniE. For a full description
about data transfer capabilities and limitations, please consult Section 9.2 in Volume III of the User Manual. You
can download the user manual from the Customer Portal before installing the programs.
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The first one is by using the journal file – make sure that it runs safely (File|Read Journal File) in the
previous Sesam GeniE version before importing to the new version. The journal file is complete and
may also contain analysis runs, the code checks and the report generation.
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The other alternative is by use of the condensed journal file (the so-called clean js-file). This file is more
or less complete for jackets and topsides where there are no curved structures. The environment as well
as analysis set-up is also included, but please note that code check data is not part of the clean js-file.
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The final option is by use of the XML import and export feature. The XML file contains a neutral
definition of the workspace – it is complete except for code check details and reporting. The
functionality is available from File|Export XML and File|Import XML. If you are upgrading from
Sesam GeniE 6.3, the xml file includes code checking of beams.
You can use your existing license file to run the new version of Sesam GeniE. Please note that there are features
(typically code checking and modelling of curved structure) that require a license key in addition to the basic
program version.
3.3. OTHER SESAM APPLICATIONS USED BY SESAM GENIE
The following versions of Sesam applications should be used when running Sesam GeniE 6.4-08:
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Wajac 6.3-02 (or later)
Splice 6.5-01 (or later)
Sestra 8.6-00 (or later), this must be used if you want to do tension-compression analysis
Xtract 4.1-02 (or later)
DNV Rule Service: 15.20.53, requires a separate installation
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Sesam GeniE 6.4 | RELEASE NOTE | 7
4. DOCUMENTATION
The new features are explained in updated user manuals and
tutorials. The user manuals update is explained in the release
note part of Sesam GeniE 6.4. There are two new tutorials –
one concerning tension and compression analysis, the other
focusing on import of data models from Sacs.
Finally, two more guiding/training documents have been
updated. The document Sacs import guidelines helps the user
in trouble shooting, while the GeniE Rhino plugin
documentation includes export of curves to Rhino format.
5. MAIN NEWS OF SESAM GENIE 6.4
A more detailed description on the main news in this release is given in the following. They are categorized
under Jackets & Topsides, Hull and Surface Modelling and General updates. There is also a short description of
new features as part of the most recent releases of Sestra, Wajac and Xtract. More details may be found in the
status Lists in the Customer Portal, or as part of Sesam GeniE.
5.1. JACKETS & TOPSIDES
Point connection management
Point connection management will give you full control
of connection (proper stiffness and load transfer)
typically between a leg and inner pile as well as
between a conductor and its frame connection. The
same applies to general overlapping beams. The
connection can either be specified as fixed, free or with
a spring characteristic and is represented as a two-noded
beam. When using the spring characteristics the
stiffness of grout between leg and inner pile can be
included in a linear static analysis also.
Before this was only possible using super-element
modelling, meaning that you will save modelling time.
Furthermore, it will ease the data transfer to non-linear
analysis in Usfos as the connections now are part of the
data transfer from Sesam GeniE to Usfos. In other
words, you do not need to remodel the connections in
Usfos unless you want to add non-linear characteristics.
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The feature for point connection management will detect which is the outer beam and which is the inner beam.
Hence it is easy to select a connection point and add the relevant connection data as shown below.
The point connection management feature is available from the pull-down menu or from the toolbar menu. Its
functionality is described in User Manual volume 1.
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Tension-compression (T/C) analysis
T/C analysis will help you to compute more precise
results where truss elements are either active in tensiononly or compression-only modus. Such analyses are
often used in lifting, transportation and jack-up analysis
and the special components simulated may typically be
wire, cable, absorbers, connectors, slings….
This was not possible to do before without manually
deactivating truss members that should not contribute to
the stiffness and the force distribution.
T/C analysis is easy to perform. First step is to define if
the truss member is a tension-only or compression-only.
This is done from the browser Properties -> Beam types.
Please note that the previous “Truss” element is now
called “Tension and Compression”.
The second step is to define the analysis to be of type
T/C. This is done by either defining a new analysis
activity or editing an existing activity.
Before the T/C analysis can be done it is necessary to
specify which load-cases shall be part of the T/C
analysis. This is done by right clicking the analysis
activity and edit. To learn more on how to do it, please
see User Manual volume 1 or the new tutorial A9.
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Equipment modelling for dynamic/eigenvalue analysis
When performing a dynamic or eigenvalue analysis the
mass from the equipment is used in the analysis. The
equipment mass is “connected” with the structure by
using artificial beams. The new feature Vertical Beams
and Mass will ensure that only correct forces are
imposed to the structure from the connecting artificial
beams.
As can be seen to the right, the connecting beams now
are vertical and are eccentric to the equipment mass.
The length of each vertical beam has been set to 1 m. In
addition there is a hinge at the bottom of each
connecting beam to avoid any moment transfer.
Previously, false lateral forces were introduced when
using the other mass options. With the new functionality
this should not be a problem anymore.
To learn more, see the User Manual Volume 3.
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Ignoring the breaking wave height limit
This functionality will allow the use of wave theories
when they are beyond their range of validity. The use of
such can give invalid results and the use of these must
be based on user judgment. A warning will be given in
the output file from the wave load analysis.
For shallow waters (typically 15 – 25 meters) the
breaking wave height limit is often exceeded. The new
functionality will therefore allow such analysis to be
performed, whereas before it was stopped.
To overrule the breaking wave height limit you open the
wave load analysis activity and tick off the option
Ignore breaking wave height limit as found under the
Special options tab.
API 21st wind profile formula
The most recent API formula (Extreme API 21st edition)
for wind profile is supported in addition to three
previous options Extreme API 1st edition, General and
Normal. More information may be found in the User
Manual volume 2.
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Disconnect beams and plates
The new functionality will let you decide where plate
edges are connected to beams or adjacent plate edges.
The default is still full connection.
Since the plate edges are disconnected (they are
connected in the corners of the plates) it is possible to
also have different mesh settings along the disconnected
plate edges.
The new feature is available by using the script
language. It is easy to do and in the example below
there are disconnections between Pl8&Pl20, Pl10&Pl21
and Pl12&Pl22. In addition there are disconnections
between Pl17&Bm20 and Pl18&Bm20. The necessary
input is as follows:
dc=ManualOverlapManager();
dc.Disconnect(Pl8,Pl20);
dc.Disconnect(Pl10,Pl21);
dc.Disconnect(Pl12,Pl22);
dc.Disconnect(Pl17,Bm20);
dc.Disconnect(Pl18,Bm20);
dc.SetActive();
The pictures to the right show a typical structure
(simulating three cracks) and deflections based on the
actual pressure loading.
Before this required the use of superelement modelling,
so such modelling tasks are much easier now.
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Code checking of piles to API formula 3.3.1-5 & 6
We have implemented a new functionality for code
checking of piles according to API without the need to
specify buckling lengths. This will require the use of
formula 3.3.1-5 & 6 only. If you want to do an API code
check using the traditional “member code check” using
the additional formulas you need to specify buckling
length.
To activate the simplified pile code checking you select
“Pile” when creating or editing a code check run.
In the example to the right, the code checking of the
piles are done using the new functionality. As can be
seen the utilization factor is based only on 3.3.1-5 & 6,
the maximum Uf is based on the worst of these formulas.
It was not possible to do this before; hence pile code
checking has been made easier.
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Import model data from Sacs
The import of model data from Sacs has been made
more complete and easier to do. In addition there is a
Sacs import guideline that describes challenges that may
occur related to import and how to solve them. This
document is found under Sesam GeniE Help “Guiding
Documents”.
The import capabilities have been extended with import
of pile data, soil data, wishbone elements and
segmented beams. In addition, the number of imported
basic load cases has been increased from 500 to 1000.
The increase in capabilities will lead to less manual remodelling when importing the model, and in particular
the conversion of wishbone element to 2-noded spring
elements (see point connection management) since this
data can be automatically re-used when performing a
non-linear analysis (e.g. collapse) in Usfos.
The pictures to the right show an imported model where
wishbone elements were assigned at given locations
between leg and its inner pile. Furthermore, the same
connection types were used to specify connections
between conductors and the conductor frames.
Finally, the user interface of the import has been made
easier as the advanced import options have been hidden
for the regular user – they are available from the tabs
Options, Tolerances and Soil as shown on the pictures.
The default of each option is also shown.
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Import model data from StaadPro
The import of section libraries has been made easier
because information from the StaadPro section libraries
can be displayed if you have local copies of these
libraries. This can help you to understand the profiles in
question.
The converter will attempt to make a best guess for the
EUROPEAN, BRITISH and CHINESE sections as
displayed.
Furthermore, the data conversion identifies
tension/compression members and converts them to
Sesam GeniE format.
The picture to the right shows a model that has been
converted and imported into Sesam GeniE.
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5.2. HULL AND SURFACE MODELLING
Faster surface modelling
It is now possible to graphically (or from the browser)
select several guiding curves to do a curve-net
interpolation based on the selection.
To do curve-net interpolation before it was necessary to
individually select curves one by one, in one or two
directions. The new feature will thus help you to be
more effective in surface modelling.
The new feature is available from the context sensitive
menu. The picture to the right shows that 6 curves have
been selected by rubber-band select; by selecting the
Cover Curve option a curve-net fitting is performed and
one single surface is created.
Faster creation of guiding curves
There are two new options to create guiding curves
based on intersections between plates and dividing
planes or directly from the plate edges. These options
will ease your work to define such guiding curves as
compared with before, when more manual steps where
needed.
The first option is to intersect a surface(s) with a plane
and automatically create guiding curve(s) without the
need to divide the surface and select each edge to create
the curve(s).
The functionality is available either from the pull-down
menu or from the toolbar menu.
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The example to the rights shows that a surface has been
selected and that the guiding curves are automatically
created by the intersection between the surface and the
user-defined plane.
The guiding curves may now be used as a reference for
typically inserting beams or new surfaces.
The other option is to automatically create guiding
curves without the need of double clicking the plate,
select edges and create guiding curves. This operation is
thus much easier with the new functionality.
Simply select the surface and create guiding curves by
using the functionality from the pull-down menu or
from the tool-bar.
There are also several other improvements related to
making guiding curves and surfaces. For more details
see the User Manual volume 1.
The picture to the right shows a single surface where
guiding curves are automatically inserted.
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Circular fillets
A new and more robust algorithm for creating circular
arcs between linear segments of splines has been
implemented. It replaces the previous algorithm.
The old algorithm will still run, but only by defining the
commands in the script file. This means that if you
import a previous model the same circular fillet as
before will be created.
The command is available from the pull down menu as
well as from the tool bar menu. Select the two incoming
curves prior to using the command.
A typical circular fillet between two incoming guiding
curves is shown to the right.
See User Manual volume 1 to learn more.
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Import and export of curves
Sesam GeniE now supports import of curves (DXF
NURBS) from any CAD system. You may also use the
Rhino3D plug-in for import and export of curves from
Rhino.
The new Rhino3D converter can be installed from
Sesam GeniE help pages under Guiding Documents.
The guiding document has also been updated to include
export in addition to import.
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5.3. GENERAL UPDATES
Context sensitive selection of data
A new way of rubber-band select has been implemented
which will help you to do your selections quicker. It is
context sensitive since the direction of the rubber-band
expansion will determine “enclosed with” or “touched
by” selection.
The new selection method is now the default, but you
can choose to use the old selection methods as before. It
is called “Select Automatic”.
The following pictures explain how the new selection
method works.
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Supporting other graphic devices than OpenGL
Several computers come without support for OpenGL.
Sesam GeniE now supports DirectX9 (DX9) to ensure
proper execution on such computers.
DX9 corrects the display errors and instabilities that
have been observed during interactive selection e.g.
with Intel HD embedded graphics card, where the
OpenGL support is poor.
DX9 has shown to be the best performing option also
for modern High Performance cards, like NVIDIA or
ATI.
DX9 is from version 6.4 the default graphic system
device.
If DX9 for some reason causes problem on your
computer, you can easily set the graphics device back to
OpenGL2 or OpenGL.
The Sesam Installer for GeniE will install DX 9 if not
already installed on your computer.
See also Section 7.2 Recommended hardware
configuration of this release note for more information.
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5.4. SUPPORTING PROGRAMS
Sesam GeniE uses other Sesam programs to perform
analyses or to do advanced post-processing. Some of
these are listed below. At the time of writing of this
release note Sestra and Xtract are in the process of being
approved for release.
For more details about each product, please see the
Customer Portal.
Sestra version 8.6-00
The installation kit comes with the necessary
functionality to do a tension/compression analysis based
on Sestra.
The user can override error messages related to “bad
element shape” and force Sestra to continue to produce
results. In such a case the result evaluation must be
based on user judgement.
•
The Sestra listing file will now list all elements
with bad element shape – previous versions of
Sestra would list one element and then stop
Wajac version 6.3-02
Relax wave breaking limits to allow wave load
calculations even if the given waves are beyond the
breaking limits. The default is still program stop, but the
user can override this setting. By doing so Wajac will
continue with a warning message printed in the listing
file.
•
•
Using wave theories beyond their range of
validity can give invalid results
The use of results when ignoring breaking
wave height limit must be based on user
judgement
Wind profile formulation according to the 21st version
of API can now be used.
It is now possible to specify smaller wind mean period
ratio (Ta/Ta0).
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Xtract version 4.1-02
64-bit version gives “unlimited” memory when viewing
results of finite element analysis.
•
Limitations on model size relaxed and/or
removed
Performance boost when working with large models
having many load cases.
Combined dialogue improved with selection of
attributes.
More intuitive user interface.
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6. OTHER PRODUCT INFORMATION
A number of reported program bugs have also been corrected. For more details, please consult the technical
release note part of the Sesam GeniE 6.4 installation or from the Status List as found on the Customer Portal.
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7. TECHNICAL NOTES
7.1. SUPPORTED OPERATING SYSTEMS
This version of Sesam GeniE has been tested on the following operating systems:
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•
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Windows XP, 32 and 64 bit operating systems; Service Pack 3 is required for XP 32bit.
Windows 7, 32 and 64 bit operating systems
Windows 8, 32 and 64 bit operating systems are not supported as the testing on these has been limited
as compared to the other operating systems
We recommend the use of 64 bit computers.
7.2. RECOMMENDED HARDWARE CONFIGURATION
This chapter gives two recommendations on hardware as well as more details on graphic drivers that should be
used together with Sesam GeniE.
Minimum hardware recommendation
This configuration is typical for tasks normally limited to beam jacket and topside design analyses including
wave and pile/soil analysis. The configuration is also applicable when making super-elements built up of shell
and beams. Furthermore, hydrostatic and hydrodynamic analysis (frequency domain) can also be carried out.
•
Graphic card: Open GL compatible. May be integrated with PC. If not, use DX9 as provided with the
Sesam installation
•
Memory: 2 GB
•
Processor: 1.75 GHz
•
Storage: 100 GB
•
Display: 17” supporting 1280x1024, alternatively laptop 15” supporting 1280x1024
Preferred hardware recommendation
This configuration should be used for all other tasks than mentioned above.
•
Graphic card: Separate Open GL compatible graphics card (NVIDIA or ATI) with 512MB graphics
memory. If not, use DX9 as provided in the Sesam installation
•
Memory: 4 GB
•
Processor: 3.0 GHz
•
Storage: 250 GB
•
Display: 24” supporting 1900x1200 (or-1080), alternatively laptop 17” supporting 1900x1200 (or-1080)
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Terminology
This documentation refers to “graphics drivers” and “GeniE graphics drivers”.
The graphics driver is the system level software provided by your Graphics Card supplier (most likely Intel,
NVIDIA or ATI) to interface between Windows and the GPU. This is supplied with your operating system or
graphics card.
The GeniE graphics driver is the software used by GeniE to interface with the graphics driver defined above and
is supplied with GeniE.
Use of DX9
DirectX 9.0 (DX9) is the preferred GeniE graphics driver and it is the default on installation.
DirectX 9.0c Runtime version 9.27.1734 distributed on June 2010 or a later version of DirectX 9 must be
installed on your system. The Sesam installer will install DirectX 9.0c.
Note that although Windows 7 and 8 come with DirectX pre-installed, GeniE uses extra components and so
DirectX must be explicitly installed using the Sesam installer or from the Microsoft website.
The GeniE DX9 driver is supported on any DirectX 9.0 compliant graphics hardware (Microsoft Shader Model 3)
with the latest vendor-supplied drivers.
DirectX 9.0c was first released in August 2004 so older systems will not support the DX9 driver.
Use of OpenGL
GeniE supports two different OpenGL drivers. The standard GeniE OpenGL driver (“OpenGL”) is a legacy
driver that attempts to support all OpenGL 1.1 hardware.
The GeniE OpenGL2 driver (“OpenGL2”) is a shader-based driver that is offered as an alternative should a user
encounter problems with other drivers. It attempts to support all OpenGL 2.0+ hardware.
Driver Fallback/OpenGL on Intel GPUs
Each time a workspace is opened GeniE detects if there are any problems reported with the current GeniE driver
and if so falls back to another GeniE driver until eventually software rendering is used. The word ‘Fallback’ will
be shown in the title bar if this has happened.
Due to problems with Intel’s graphics drivers GeniE also attempts to detect if it is being run on an Intel GPU
(Graphical Processing Unit) and if so it falls back to the GeniE DX9 driver if possible or to the GeniE OpenGL
Software driver. The latter provides no GPU hardware acceleration and so will be slow for large graphical
datasets.
This test is done each time a workspace is opened so that on hybrid systems where an Intel GPU is paired with
NVIDIA or ATI, GeniE will run the driver specified in the GeniE options on NVIDIA or ATI card, but will fall
back if a workspace is opened with the Intel GPU active.
When to consider upgrading your graphics driver
It is strongly advised you upgrade your graphics driver if
•
you are using an old system (>3 years) and have not upgraded the driver
•
you have installed Windows 8 on hardware introduced prior to Windows 8
•
you encounter graphics problems within GeniE
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Although it is perhaps stating the obvious, if you have no graphics problems using GeniE there is no need to
upgrade your graphics driver. It is always possible that a newer version of a driver may have bugs not in your
current version.
Upgrading the graphics driver is usually best done via the Display Adapter properties dialog in Windows Device
Manager.
7.3. SUPPORTED BEAM CODE CHECK STANDARDS
Sesam GeniE v6.4 supports the following standards (and their revisions) for beam member code check and
punching shear check of tubular joints:
•
AISC LRFD, 2005 (2010 version also supported, no changes in 2010 which affects the implementation)
•
AISC ASD, 2005 (2010 version also supported, no changes in 2010 which affects the implementation)
•
API RP2A LRFD, 2003 (withdrawn by API)
•
API RP2A WSD, 2002
•
API RP2A WSD, 2005 inclusive Errata/Supplement 2007
•
Danish Standard DS412, 1983 / DS449, 1983 (member code check only)
•
Eurocode 3, EN 1993-1-1, 2005/AC:2009 with National Annexes :
o
Norwegian: NS-EN 1993-1-1:2005/NA:2008/AC:2010
o
Danish: EN 1993-1-1 DK NA:2007
•
ISO 19902, 1st Edition, 2007
•
NORSOK N-004, Rev 2, 2004
You may find more information about supported code check standards from Sesam GeniE Help – either in the
user documentation (Volume 4) or from the associated reference documents.
28 | RELEASE NOTE | Sesam GeniE 6.4|
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