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Structural Documentation Center

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Current Revision posted to RAM | STAAD Wiki by Kush on 4/6/2018 11:39:35 AM

The technotes and FAQs in this section cover various topics that pertain to Structural DocumentationCenter.

  • [[Manually Creating Plan Views in Structural DocumentationCenter TN]]
  • [[Grid Systems in Structural DocumentationCenter TN]]
  • [[Sheet Model Titles in Structural DocumentationCenter TN]]
  • [[Editing Callout Text Fields in Structural DocumentationCenter TN]]
  • [[Scaling the Drawing Title Label in Structural DocumentationCenter TN]]
  • [[view]]
  • [[Starting a New Project in Structural DocumentationCenter TN]]
  • [[Controlling Joist Visibility in Structural DocumentationCenter TN]]
  • [[Member Label Appearance in Structural DocumentationCenter TN]]
  • [[Linking Callouts to Typical Details in Structural DocumentationCenter TN]]
  • [[If Callout Number Don't Fill In in Structural DocumentationCenter TN]]
  • [[Modifying Links to Callouts in Structural DocumentationCenter TN]]
  • [[Manipulating Element Labels in Structural DocumentationCenter TN]]
Tags: Structural DocumentationCenter

General Support Solutions

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Current Revision posted to RAM | STAAD Wiki by Kush on 4/6/2018 11:39:35 AM

The TechNotes and FAQs in this section cover various licensing and installation related topics that pertain to RAM, STAAD, or other Structural Analysis and Design applications. Use the navigation tree to the left to browse topics. Refer to the SELECTserver and Product Activation Community for more general topics. Some of the most popular topics are also listed below. 

Downloading and Installing

Bentley Cloud Services and Structural Products

License Configuration

License Checkout with the IEG License Service

License Usage and Trust Licensing

Product Specific Installation and Licensing Solutions

  • [[Installation - RAM Structural System]]
  • [[Installation - RAM Elements]]
  • [[Installation - RAM Connection]]
  • [[Installation - RAM Concept]]
  • [[STAAD.pro Installation Instructions]]
Tags: Structural Enterprise, installation, GENERAL, index, install, Support Solutions, licensing

Existing custom steel section databases cannot opened in the STAAD.Pro Connect Edition

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Revision 1 posted to RAM | STAAD Wiki by Sye on 4/6/2018 10:24:43 PM
 Product:STAAD.pro
First Affected Version:21.00.02.30
 Found in Version:21.00.02.30
Fixed and Released in Version:
 Area: Custom Steel Section Database
 Issue #:870111

Problem Description

Older custom steel section databases created by users do not show up within the Section Database for the STAAD.Pro Connect Edition.

 

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Steps to Reproduce

  1. Copy the older section database file (let’s say “aiscsections_ml_SLS.db3”) into the Sections folder of the installation [C:\ProgramData\Bentley\Engineering\STAAD.Pro CONNECT Edition\Sections]
  2. Go to Specification > Section Database and the new database does not show up

Workaround

  1. Go to the user profile folder “C:\Users\<user profile name>\AppData\Local\Bentley\Engineering\STAAD.Pro CONNECT Edition\Default\Sections”
  2. Open the “Custom.ini” using Notepad or Worpad
  3. Search for ‘[CustomDBFlags]’
  4. Under the above section, Set ‘1’ against ‘AISCSections’
  5. Next, search for ‘[CustomDBNames]’
  6. Under this section, Set ‘aiscsections_ml_SLS’ against ‘AISCSections’
  7.  
  8. Now, copy the ‘aiscsections_ml_SLS.db3’ database to ‘C:\ProgramData\Bentley\Engineering\STAAD.Pro CONNECT Edition\Sections’
  9. There are a couple of more copies of the “Custom.ini” file within the following folders.
  10. C:\Program Files\Bentley\Engineering\STAAD.Pro CONNECT Edition\STAAD\Sections
  11. C:\ProgramData\Bentley\Engineering\STAAD.Pro CONNECT Edition\Sections
  12. In case you do not see the same entries updated in those files, please go ahead and manually change the data as suggested in steps 3 to 6 in these files too.
  13. StaadPro should now pick up sections from the above user database.

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Solution

The problem will be addressed in the STAAD.Pro Connect Edition Update 3 . 

Tags: custom section database, section database, known issue, db3, user section, Database, 21.00.02.30

Migrating existing custom Steel section databases to the STAAD.Pro Connect Edition

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Revision 1 posted to RAM | STAAD Wiki by Sye on 4/6/2018 11:08:11 PM
Applies To
Product(s):STAAD.Pro
Version(s):Connect Edition
Environment: ALL
Area: Modeling; User Interface
Original Author:Sye Chakraborty, Bentley Technical Support Group

My company has custom steel section databases and these are mdb files. How can I get these sections into the STAAD.Pro Connect edition ?

 

The section databases in earlier versions of STAAD.Pro were MSAccess databases (mdb files) whereas in STAAD.Pro Connect Edition, these have been changed to SQLite databases (db3 files).

Any older mdb file that you may have, can be easily converted to the db3 format following the procedure outlined below

Click on Section Database from within the Specification ribbon menu as shown below

  

From within Section Database Manager, choose the options marked below and click on the Convert button ( the existing database file is assumed to be aiscsections_ml_SLS )

  

A command prompt window will show up as seen below showing a message that data has been successfully exported

Click on the "X" to close the command prompt window and note that the database successfully converted message is also displayed at the bottom of dialog box

Click on the "X" to close out of the dialog box and close out of Section Database Manager and out of STAAD.Pro

Now manually copy the aiscsections_ml_SLS.db3 file into the following folder

C:\Program Files\Bentley\Engineering\STAAD.Pro CONNECT Edition\STAAD\Sections

Re-launch STAAD.Pro and you should now be able to access the section database from the location as shown next

 

Tags: MDB, convert, steel section, custom steel section, db3

STAAD.Pro Connect Edition - Tips & Tricks

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Current Revision posted to RAM | STAAD Wiki by Sye on 4/6/2018 11:17:24 PM

This page is created with the idea of providing you with the tips and tools that would help you become familiar with the STAAD.Pro Connect Edition interface and use it more efficiently. We encourage all users of STAAD.Pro Connect Edition software to bookmark this page because we will keep adding content to this page frequently. So stay tuned for exciting updates

[[Customizing the Interface in STAAD.Pro Connect Edition]]

[[Tool Search option in the STAAD.Pro Connect Edition]]

[[Migrating existing custom Steel section databases to the STAAD.Pro Connect Edition]]

Tags: Tips and Tricks, STAAD.Pro CONNECT Edition

Unable to open temporary file

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Current Revision posted to RAM | STAAD Wiki by Payel on 4/9/2018 10:24:19 PM

 Product(s):Limcon
 Version(s):V8i
 Environment: N/A
 Area: General
 Original Author:Payel Sasmal, Bentley Technical Support Group

Problem Description

When I am running LIMCON, I'm getting the message "Unable to open temporary file".

Solution

Please check that the user default folder exists and you have full rights as shown here.

See also

Limcon crashes on start up

Tags: Unable to open temporary file, Limcon

Serviceability Check in Design According to IS800:2007

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Current Revision posted to RAM | STAAD Wiki by Suro on 4/10/2018 10:22:12 AM

  
 Applies To 
  
 Product(s):STAAD.Pro
 Version(s):All
 Environment: N/A
 Area: Design
 Subarea: IS 800:2007
 Original Author:Surojit Ghosh
Bentley Technical Support Group
  

I am using IS800:2007 code. How can I perform deflection check using service load cases?

Since STAAD.Pro SS6 version, it is necessary to specify the service load envelope before the design parameter command to perform the deflection check. Else deflection check is not performed by the program and a warning message will be printed in the output file as --

**WARNING- Deflection check of member # xx will not be performed as service envelope not provided.

For IS800:2007 code, the design routine can do deflection checks based on SERVICEABILITY LOAD ENVELOPES and strength checks based on STRENGTH LOAD ENVELOPES as part of the same design cycle. One needs to define serviceability envelope and strength envelope first consisting of the appropriate cases and then define a LOAD LIST ENV command  for the design to consider these as explained below. 

For example, if you have defined strength load combination cases 100 to 120 and serviceability combination cases 200 to 210, to perform the deflection check along with the strength check, you need to first define the load envelopes as --

DEFINE ENVELOPE
100 TO 120 ENVELOPE 1 TYPE STRENGTH
200 TO 210 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE

In the next step, you need to use the LOAD LIST ENV command and specify those envelopes as --

LOAD LIST ENVELOPE 1 2

PARAMETER 1

CODE IS800 LSD

< Specify all design parameters including the deflection check parameters - DFF, DJ1, DJ2>

CHECK CODE ALL

STAAD then use load cases 100 to 120 for strength checks and load cases 200 to 210 for deflection check. DFF parameter is necessary to perform the deflection check. By default, the value of DFF is considered as zero which means deflection check will be skipped. DFF value should be provided according to Table 6 of IS800:2007 code and assigned to the members for which deflection check is required. If service load envelope is defined but DFF parameter is not specified, deflection check will not be performed.

NOTE : In any older version of STAAD (SS5, SS4 version etc.), the above mentioned criteria was not necessary. In those versions, one could include the LOAD LIST <load case numbers> command and deflection check parameters and the program used to report the deflection check results.

Tags: Steel Design, IS800

Error Unhandled Exception when trying to open the editor in STAAD.Pro Connect Edition

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Current Revision posted to RAM | STAAD Wiki by Payel on 4/16/2018 7:46:32 PM
 Product:STAAD.pro
First Affected Version:21.00.01.12
 Found in Version:21.00.01.12
Fixed and Released in Version:N/A
 Area: STAAD.Pro Editor
 Issue #:N/A

Problem Description

Following error messages are obtained when the editor is opened from inside the STAAD.Pro CE in Windows 7 OS after a recent Windows update

 

Steps to Reproduce

Open the editor from the Utilities ribbon menu inside STAAD.Pro CE.

The Unhandled Exception messages show up

Solution

The error is being caused by a defect in one of the Windows Updates on Win7SP1 OS which corrupted one of the Windows font files. The solution is to manually replace the corrupted font file with correct version following the steps outlined below.

  1. Download the zip file  communities.bentley.com/.../GlobalUserInterface.zip and extract the content to get the GlobalUserInterface.CompositeFont file 
  2. Copy and paste the GlobalUserInterface.CompositeFont file through Windows Explorer to %windir%\Microsoft.NET\Framework\v4.0.30319\WPF\Fonts
  3. Copy and paste the GlobalUserInterface.CompositeFont file through Windows Explorer to %windir%\Microsoft.NET\Framework64\v4.0.30319\WPF\Fonts

More details on this issue are provided at the page https://github.com/dotnet/announcements/issues/53 

Tags: CONNECT Edition, Microsoft update, Unhandled Exception, crash, Bentley.STAAD.Editor, Known Issues, editor

FLEX and Taub

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Current Revision posted to RAM | STAAD Wiki by Sye on 4/20/2018 6:10:33 PM

Applies To
Product(s):STAAD.Pro
Version(s):ALL
Environment: ALL
Area: Analysis
Subarea: DIRECT Analysis
Original Author:Sye Chakraborty, Bentley Technical Support Group

What is the value that I have to enter for the FLEX parameter ? Also why does Taub change from iteration to iteration ?

The value you enter for the FLEX parameter is the value of Taub that is considered for the first iteration. Taub is a function of Pr/Py where Pr is the axial force in the member and Py the yield strength. Although Py (= AFy) cannot change but Pr changes between iterations because the axial force changes due to Pdelta effects (both large and small) and due to change in member stiffness. The Taub will not see the effect of the change in Pr until later exceeds 50% of the yield strength. Once Pr > 0.5 Py, Taub values are no longer 1 but are calculated using the equation provided for Taub in the AISC 360 code

Tags: direct analysis, AISC360-05, AISC360-10, Taub Calculation, FLEX, Taub

Unable to create host MainForm error

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Current Revision posted to RAM | STAAD Wiki by Payel on 4/20/2018 11:24:38 PM
 Product(s):Structural Synchronizer
 Version(s):All
 Area:Import/Export
 Subarea:From STAAD.Pro

Problem

Unable to create host MainForm error in StrucLink for STAAD.Pro V8i when creating an ISM repository.

Solution

Please check the path shown in the error message for Staad.Interop.ISM.config file to see that it exists where it is shown and that the user has permissions to save files to that directory (see path below).

C:\Users\user's.name\AppData\Local\Bentley\Engineering\STAAD.Pro V8i SS6\PlugIns\StrucLink\Staad.Interop.ISM.config.

If this seems to be OK, please uninstall all versions of StrucLink, install the latest version of Structural Synchronizer by following the steps from the link below.

Note: For STAAD.Pro you may also need to move the STAAD model to a local directory.

Tags: ISM STAAD.Pro, MainForm error

Consideration of forces in Shear Wall design in Staad.V8i modeled using Surface entity

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Revision 1 posted to RAM | STAAD Wiki by Geeky biswa on 4/26/2018 10:03:03 AM

Shear wall is modelled in Staad by Surface entity . Now a surface entity is composed of internal plate elements .

Staad internally generates the meshed plate elements in a surface panel . The default meshing division is based on the 10 division each edge .One can also reduce this divison and the mesh density by SET DIV command .

Program analyzes the internal plate elements while solving the stiffness matrix . The Surace entity is specially introduced in Staad only for the shear wall design . This entity internally  extracts all the plate stresses thus developed and then convert them to the six different forces as specifed and required  by the design code for shear wall design .

Mz   in the shear wall force output represents in-plane bending force.

Fxy  in the shear wall force output represent in-plane shear force.

Fy    in the shear wall force output represent in-plane compression force.

My   in the shear wall force output represent out-of-plane vertical bending force.

Mx   in the shear wall force output represents out-of-plane horizontal bending force.

Qy   in the shear wall force output represents out-of-plane shear force.

 

One need not  has to model a shear wall seperately by plate entity and then manually deduce the required focres from the different plate stresses . Instead of that he can directly use teh Surface option.

 

For more detail on the sherawall modelling and design , refer to the chapter no. 2.2 13.5

in Staad Technical reference Manual .

Tags: shear wall design

RAM Structural System Release Notes

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Structural Navigator CONNECT Edition Update 2 Release Notes

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Current Revision posted to RAM | STAAD Wiki by Wentao Zhang on 4/27/2018 4:42:36 AM

 

Release Date24th March 2018
VersionStructural Navigator CONNECT Edition Update 2
Version Number:iOS06.01.04.009
Android06.01.04.07

 

Download Instructions

Structural Navigator can be downloaded from iTunes here, and from Google Play here.

Special Notices

Bentley i-models published with Structural Synchronizer CONNECT Edition (ISM 5.0) or earlier will require republishing in Structural Synchronizer CONNECT Edition Update 1 (ISM 6.0) in order to be viewed in this version of Structural Navigator.

 

New Features 

 

In addition to minor error corrections and enhancements, Structural Navigator CONNECT Edition Update 2 has the new features discussed below.

 

ProjectWise Share workflow

Structural Navigator now supports workflows utilizing ProjectWise Share on Bentley Cloud Services. Previously, the accessibility of i-models was limited to direct download to device via email or from Personal Share.

The latest version of Structural Synchronizer allows direct publishing of i-models to ProjectWise Project. All team members belonging to the same ProjectWise Project using Structural Navigator can now instantly access i-models on their devices to collaborate more effectively, on site or in the office.

https://youtu.be/gzqV6Px5ufI

Other Enhancements:

Improvement to Classification Tree – class names replaced with shortId and instance names.

Improvement to Properties Dialog - class names replaced with shortId and instance names.

UI improvements to Appearance/Isolate and Hide dialog.

Support of latest ISM generated I-models

Bug Fixes:

While using the Measure Distance tool, the Axis distance button returned to its previous state after rotating the model.

Back button (on the Android version) brought app to an unresponsive state.

Crash of application occurred when entering text in Advanced Search Dialog.

Transparency button was unresponsive when the color button was toggled under Visualization.

Objects on Classification Tree were incorrectly selected when the selection spanned multiple tree levels.


 



 

Tags: i-Model, structural synchronizer, ISM, Structural Navigator

Different AISC steel design codes and commands to invoke each

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Revision 2 posted to RAM | STAAD Wiki by Sye on 4/27/2018 10:06:24 PM

Applies To
Product(s):STAAD.Pro
Version(s):ALL
Environment: ALL
Area: Steel Design
Subarea: AISC codes
Original Author:Sye Chakraborty, Bentley Technical Support Group

 

What are the different AISC steel design codes supported by STAAD.Pro and what are the corresponding commands for these ?

 

The different AISC codes including commands to invoke each one, are presented below

 

AISC 360-05 :

Command : CODE AISC UNIFIED 2005

A design parameter called METHOD can be used to set the design type to ASD or LRFD for this code

 

AISC 360-10 :

Command : CODE AISC UNIFIED 2010

A design parameter called METHOD can be used to set the design type to ASD or LRFD for this code

AISC 360-16 :

Command : CODE AISC UNIFIED 2016

A design parameter called METHOD can be used to set the design type to ASD or LRFD for this code

 

Old ASD code :

ASD 9th edition ( green book ) : CODE AISC

 

Old LRFD codes :

LRFD 3rd edition : CODE LRFD

LRFD 2nd edition : CODE LRFD2

Tags: design code, CODE LRFD, CODE AISC UNIFIED, CODE AISC, CODE AISC UNIFIED 2010, CODE AISC UNIFIED 2005

Design not Performed with Prismatic Properties

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Current Revision posted to RAM | STAAD Wiki by Sye on 4/30/2018 9:29:04 PM

  
 Applies To 
  
 Product(s):STAAD.Pro
 Version(s):All
 Environment: N/A
 Area: Design
 Subarea: American Steel Design
 Original Author:Bentley Technical Support Group
  

When I run code checking [as per BS5950] of the steel prismatic members which were defined in the User Provided Table, I get the following message in my output file:

CHECK CODE ALL

DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES
USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS

The program is not designing the steel members defined as "Prismatic" in the UP Table, whereas all other members defined otherwise as Tee, Channel etc are being designed. Also I couldn't understand the meaning of the last line "User-Table may be used to design prismatic sections".

Since PRISMATIC sections by definition are those whose section shape is not one of the standard shapes like a W, C, Angle, etc., there are no readily available rules in the code to follow. Due to this reason, prismatic shapes are presently not designed per the BS code nor the AISC code.

You may get around this problem by defining the properties using the GENERAL section in a User Provided Table. For a GENERAL section, STAAD provides the means for providing dimensions of the components that are critical from the standpoint of computing allowable stresses, such as flange, web, etc. The allowable stresses for a GENERAL section are computed using the rules of a wide flange shape (I shape). As a result, the allowable stress value will be dependent on attributes such as dimensions of the cross section, length of the member, etc.

Tags: LRFD, AISC ASD, AISC 360, DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES

RAM Frame - Rigid End Zone assumptions

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Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 4/30/2018 10:09:49 PM
 Product(s):RAM Structural System; RAM Frame
 Version(s):Any
 Area: Analysis

What Rigid End Zone setting should I use in RAM Frame?

In Ram Frame within Criteria General, the user can choose to consider a rigid end zone or ignore it.

The program help defines this attribute as follows:

Rigid End Zones:
Whether or not to consider the effects of rigid end zones is declared in the Rigid End Zone box. You may choose to ignore these effects by clicking the Ignore Effects option button. If you choose to include the effects and click on the Include Effects option, you can either enter a percent reduction (between 0 and 100%) in the edit box or accept the default value of 0%. See the RAM Frame manual [Section 6.11 Joint Face Distance and Rigid End Zones] for further discussion of Rigid End Zones.

Deciding how much, if any, of the column panel zone to consider rigid is an important engineering decision that affects drift, member forces, connection design, etc. It's also a topic of discussion that's too lengthy for a simple answer.

To help, here is a link to the NEHRP Seismic Design Technical Brief No. 2, Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers. Our rule of thumb with RAM Frame is simply that engineers should not consider rigid end zones unless there is justification for it. Using a centerline analysis may not be conservative in all regards, but it is for drift at least.

Furthermore, the rigid end zone setting has an impact on the Ram Frame - Steel mode joint checks. 

Two different equation sets are presented in AISC when performing panel zone checks. The first set of equations is applicable when panel-zone deformation is not considered in the analysis (full REZ, case 2 above). The second set of equations is applicable where panel-zone deformation is considered in the analysis (cases 1 or 3 above).

Rigid end zones in RAM Concrete analysis can also be considered, but with solid concrete sections the assumptions are usually different.

Assign - Beam - Frame Beam Connection Types

This command can be used to assign other types of end conditions to beams. It is commonly used to assign Reduced Beam Sections, SidePlate connections or Partial moment springs to beams, but it can also be used to model rigid end zones of any length on a beam-by-beam basis. 

 

See Also

[[Rigid End Zones, Offsets and Hinges]]  

Tags: analysis, RAM Frame, RAM Structural System, Rigid End Zones, REZ, Support Solutions

RAM SS 3D Viewer FAQ

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Revision 19 posted to RAM | STAAD Wiki by Payel on 5/1/2018 6:58:30 PM
 Product(s):RAM Structural System; 3D Viewer
 Version(s):10.0 and later
 Area: Graphics

 The program encounters an error when opening 3d view in modeler, opening the column module, or opening the frame module. The log reads:
"error info:...Database Version, Model Database Version 15.80 can not be read in by DA Version 15.60, eID=25657"

Please perform a clean installation of RAM Structural System.

Why are my graphics chunky or blocky looking?

RAM Structural System uses open GL based graphics. Many graphics adapters are set up for high performance, but reduced quality graphics which is preferred for high speed gaming, but not really necessary for engineering work. With these adapters there is usually a way to improve the quality but the program also has an option to override the graphics adapter and let the operating system handle the graphics in our 3D viewer. To use this option got to RAM Manager - Tools menu - Defaults Utility.. - (Last Option) 3D viewer - and set Smoothing = None.

This should eliminate the chunky type graphics or triangulated graphics you might see.

The same tip can also fix problems where some element types (particularly the columns) are not showing up at all.

I modeled a roof with multiple slopes, but in the 3D view the deck is a single sloped plane shooting up.  How do I fix this?

Starting in version 14.0, the program will display the surface of the deck in 3D.

For a sloping deck to function correctly in this regard, the deck must be input using a separate polygon for each sloping surface. In other words, for a gable roof, two deck polygons should be defined, one for each side or slope of the roof.  A whole-floor application of the deck is no longer sufficient.

It is suggested to snap to the beam end points when defining these decks, since the beam end points have exact elevations which are derived from the supporting column or wall elevations. Here's a better way to lay out the deck polygons for the model illustrated above:

Even slight imprecision in the support elevations (i.e. warping of the deck) can cause this anomaly in 3D.

The analysis results will only be affected if the warped deck is part of a semirigid diaphragm in RAM Frame or is defined as a two-way deck.

Why is it difficult to select a specific member in 3D? 

RAM Structural System performs best when the model is reasonably close to the world origin (0,0). When models are imported from Revit or dxf or ISM it is a good idea to check that the resulting model is close to (0,0), otherwise some things can become more difficult. Selecting a specific member for example can become harder, but more importantly, some of the calculations which are limited to a set number of significant digits could be compromised if the model is many miles from (0,0). A utility to Move a Model has been posted under the Ram Data Access area in cases where you need to move a model after the fact, but keep in mind, some information will be lost.

Why are some of the members not shown in the Design Module or 3D view?

Within each design module there is a tool called View - Non pertinent Members that can be used to control how the other members that are not being designed in the current module should appear. The options are Normal (all members are drawn the same), Lines (single line mode for non-pertinent members) or Hide. Pick an option other than Hide to see all members.

The ability to turn off the display of member types or the decking is also possible through the View - Members dialog or the Hide/Show icons on the toolbar.

See above for another possible cause for members, usually columns, not showing on some computers. 

Finally, as with all graphics related issues, updating the graphics adapter driver is advised.

To identify what type of video card is installed in your computer, please follow these steps.

Windows XP

  1. Go to the Start Menu and select Settings – Control Panel.
  2. Double-click on Display.
  3. There are several tabs in the Display Setting dialog box. Select the Settings tab,
  4. On the Settings tab, click on the Advanced button.
  5. Again there will be several tabs. Select the Adapter tab.

The name of the video card will be displayed on the Adapter tab. Please refer to the manufacturer of
that video card to download the latest drivers.

  1. Windows 7
  2. Go to the display settings (via control panel
  3. Click Adjust resolution on the left
  4. Click advanced Settings in the middle

The dialog that appears should have an Adapter Tab with information about the graphics adapter.

My file crashes when I try to use the 3D view, what can be done?

If the 3D view crashes for any file, then it is a problem with the graphics and updating the graphics adapter driver, settings the smoothing option to "none" or reinstalling the program are the most likely solutions as discussed above.

If it crashes for a specific file, not all files, then it could indicate some corruption in the unique ID structure or a problem with the slab display. 

If the unique IDs have become corrupted, this can usually be fixed by deleting and then redefining the story data. We recommend that you take a screen grab or write down the story information first so that it's easy to recreate. Regretfully this process will purge the model of vertical braces and wall openings, so it should be done in a copy of the model first.

If the slab is the problem it can usually be resolved by deleting the openings or re-assigning the slab edge. Again, we recommend working with a copy of the model when testing this.

For models that still crash the 3D view, it's best to send the problem model to the technical support group through a Forum post or via Service Request.

See Also

Tags: FAQs, SELECTservices, RAM Structural System, Database error, Ram Container, Open GL, crash, 3D View

Unity ratio displayed for only one member when designed as per AISC 360-16

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Revision 1 posted to RAM | STAAD Wiki by Sye on 5/1/2018 7:14:21 PM
 Product:STAAD.pro
First Affected Version:21.00.02.30
 Found in Version:21.00.02.30
Fixed and Released in Version:
 Area: Steel Design
 Issue #:873409

Problem Description

Design results are displayed in the GUI for only one member when designed as per AISC 360-16

.

Steps to Reproduce

Design members using the AISC 360-16 steel design code.
Go to the Post processing mode > Beam Results > Utilization and note that the ratio is only plotted on one member

Similarly the design is only reported for that single member in the table as shown below

Additional observation

The same issue ha been observed for the NZS3404-1997 design code. The Steel Design tab does not appear within the member query dialog box for these cases.

Workaround

As of now, the only workaround is to check the design results from the analysis output file ( anl file)  

Alternately one may use the AISC 360-10 code which should not have this issue. 

Solution

The problem will be addressed in the STAAD.Pro Connect Edition Update 3. 

Tags: design, NZS3404-1997, Steel Design, AISC 360-16, utilization, known issue, unity check, 21.00.02.30

Usage of RAM Modeler license

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Revision 1 posted to RAM | STAAD Wiki by Payel on 5/1/2018 10:05:14 PM

Applies To
Product(s):RAM Structural System
Version(s):14.07.00.00 and later
Environment: Windows 7 & up
Area: Licensing
Original Author:Payel Sasmal, Bentley Technical Support Group

Whenever I'm opening a RAM module, such as RAM Steel, RAM Concrete, I see it is using a RAM Modeler license. Is RAM Manager same as RAM Modeler license?

From RAM Structural System version (14.07), RAM Manager has been replaced with a RAM Modeler license. When you open RAM Steel Beam or RAM Column, it will show usage of a RAM Modeler license and a RAM Steel license. Similarly, when you open Frame Design, it will show usage of a RAM Modeler license and a RAM Frame Analysis license. Once, you open RAM Concrete, it will use RAM Modeler license and a RAM Concrete license. Foundation design uses a RAM Modeler license and a RAM Foundation license

When you purchase any RAM module, RAM Modeler license is included in the license file. 

See Also

Ram Modeler license is disabled.

Tags: RAM Manager, RAM Modeler usage, RAM Modeler

Import CIS2 into Structural Modeler

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Current Revision posted to RAM | STAAD Wiki by jason.chickneas on 5/3/2018 6:32:45 PM
There are three (3) types of CIS/2 models: Manufacturing, Design, Analysis.  Structural Modeler only imports two of them: Manufacturing and Design.

How to determine what type of CIS/2 model is contained within a given CIS/2 or Step file.
A CIS/2 or Step file is a simple ASCII or Text file and can be viewed and edited in a text editor such as notepad.
  • The analysis model will contain ELEMENT entities.
  • The manufacturing will contain LOCATED_PART entities.
  • The design model will contain these DESIGN_PART entities
Neither SM nor PSM will import a pure analytical model, but, will import a Manuacturing or Design Model that also contains an Analytical Model.
Tags: structural engineering, structural design, Steel Design, AECOsim Building Designer (ABD), structural models, Structural Modeler, Translator, Structural, TechNotes, Bentley Structural
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