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RE: STAAD buckling analysis
In our STAAD pro advance license is in activation mode only. But when i run the example model as shown in the link (X:\SProV8i SS6\STAAD\Examp\Buckling where X is the local drive) it is showing that...
View ArticleRE: RC Designer Staad.Pro
Can you upload the .std and .rei_concrete file? Also mention the member number for which bending moment value is incorrect and build number of STAAD.Pro that you are using.
View ArticleRC Designer Staad.Pro
Hi everybody.I am using the RC designer of Staad.Pro. But I am having some problems, when I generate envelopes in the RC designer, the bending moments that the designer takes for design the...
View ArticleRE: Bentley Service Request 7000457839
We are looking inti this SR. We will respond to your query through the SR.
View ArticleBentley Service Request 7000457839
i sent service tickets about staad pro from 13 days agoand no one contacted or reply to me yet!!!is it acceptable?.
View ArticleUsing STAAD to design single angle members
I have just become aware that STAAD can design single angle members (about principle axis)using the AXIS command. I assumed it is input just like any other design parameter command like this: AXIS 1...
View ArticleRE: OpenSTAAD and matlab
Thank you for your reply. But the problem seems to be specific to MATLAB. As you said, the function runs fine in VBA so it couldn't be about wrong syntax. I am concluding that OpenSTAAD and MATLAB are...
View ArticleRE: Using STAAD to design single angle members
Can you please inform which design code you are using and also the version of the STAAD.Pro you have used to check the results?
View ArticleRE: Using STAAD to design single angle members
I was trying it with the AISC 360-05 and the STAAD version is 20.07.11.45 . Thanks
View ArticleRE: Using STAAD to design single angle members
See the answer posted by Sye atcommunities.bentley.com/.../355811
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RE: STAAD buckling analysis
The License of Advanced Analysis Engine needs to be CONFIGURED and ACTIVATED as well. Yes, these are the two conditions need to be satisfied. Therefore please make sure the desired license was...
View ArticleRE: STAAD buckling analysis
(Please visit the site to view this file)Please find attached an example FE model on Buckling Analysis.
View ArticleRE: Member properties option in SS5 version of STAAD Pro
Mr. SyeThank you for the clarification. Kind regards,Muralidhar Sivaraju Engineer - Civil & StructuralTebodin Tebodin & Partner LLC 2nd Floor, Azaiba Plaza, Bldg. No.187 Way 61, Al-Ma'aridh St,...
View ArticleMember properties option in SS5 version of STAAD Pro
Dear AllI am using SS-5 version of STAAD Pro V8i. When I am trying to update the member property of any member using section database through GUI, it is not replicated in the in put editor file even...
View ArticleRE: STAAD buckling analysis
As suspected it's been an issue of inaccessible license of STAAD Advanced Analysis Engine. Thank you very much for sharing your local server where Bentley SELECT server was deployed. I noticed an...
View Articleload carrying capacity of compression member by using 4 ISA built up section?
How we will estimate the load carrying capacity of compression member by using 4 ISA built up section for per meter height ?
View ArticleRE: No Warnings on Beam Failure?
Thanks! I was hoping to not have to go all the way through Beam/Column/Frame Analysis/Code Check just to find out a beam had failed the gravity beam check. But thanks for telling me about the Design...
View ArticleRE: Using STAAD to design single angle members
I have just run the model 3 times: 1) with Axis set to 1 2) with Axis set to 2 and 3) with no Axis command present The demand to capacity ratios came out the same in all three cases ?????
View ArticleRE: Using STAAD to design single angle members
Is the member declared as TRUSS? The axis matters only if it has a bending moment. Can you upload your model?
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