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RE: please suggest some measures for designing this six storey steel...
Thank you for uploading .upt files and revised model.In your model, you have added 5 nos. of .upt files, out of which 2 files you have uploaded. But still I need those remaining 3 nos of .upt file to...
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
It is better to use Rigid Diaphragm commands and then, use CHECK SOFT STOREY 1893 command. On doing this, the program computes storey stiffness using a displacement based approach. An approximate...
View ArticleStorey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In the video : Response Spectrum Analysis as per IS1983 in Staad Pro. V8i (Dynamic Analysis) by Mr.Anand Paul, it shows Storey Drift can be calculated using Response Spectrum But when I tried...
View ArticleRE: Staad Pro to Prostructure.
Kaushal Aggarwal is exactly correct. If you have any other difficulties with ISM please let us know.
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Centre of stiffness - earthquake tab
I am modelling a simple one storey building with a shear wall modelled by elements in one side and columns on the other. When using the earthquake tab to view to centre of mass and stiffness centre it...
View ArticleRE: RAM Concept - slab recess
Modeling recesses is easy, just model a second slab object on the mesh input - standard plan with the reduced thickness, modified elevation and a higher priority where the recess occurs. You can copy...
View ArticleRAM Concept - slab recess
What is the easiest way to model several recesses in the flat slab?
View ArticleRE: Change Command and Material Properties
How can I change the material after the CHANGE command? I've tried a few things, but I've received errors or warnings each time. Additionally I need to change the support conditions after the CHANGE...
View ArticleRE: Base plate design
As suggested by Dave, results from Summary tab can be used. However I would like to point out that you have used pinned supports and hence you would not have moments at the supports. You should design...
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RE: WHY I CAN'T SEE THE STAAD LIVES COURSES?
You might want to participate in the STAAD Special Interest Group (aka Insider Skills) which is a free, periodic session for users of the software covering a variety of topics. Only your login is...
View ArticleWHY I CAN'T SEE THE STAAD LIVES COURSES?
Hello all, my question is, why do I need to pay for the courses live? I am working in a company with the license of Bentley and for that I can see the live courses free. Please help me with this.
View ArticleRE: Create User Table from File
Assuming that you are trying to export a section from Section Wizard and import that into STAAD.Pro, the following wiki should helpcommunities.bentley.com/.../8677.staad-pro-importexport-faq
View ArticleCreate User Table from File
Hi,Have anyone tried to import a file to create user table?Please help.I cannot seem to understand what is stated in Help.Sample will be much appreciatedThanks
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Staad Weird Pop-up Window
Hi.I upgraded my Staad due to issues before in my pc. The software runs fine except for one issue. The pop-up window (when you double-click any member) doesn't show up full. It can't be stretch even....
View ArticleRE: Resulst stresses negative in STAAD.Pro
Dear Amitava, My version STAAD.Pro 20.07.11.45, I try to upgrade Thank you very much Amitava Regards, Adi
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Resulst stresses negative in STAAD.Pro
Hello, my name Adi and im new user in STAAD.ProI have a problem in result STAAD.Pro output viewer.In member stresses, why a result negative ( -2290.7 ) ?Because they are compare manual calculation not...
View ArticleGet Section Property Type
HiHow to make this work?objOpenSTAAD.Property.GetMaterialI want to get the material name of a specific property like STEEL ,CONCRETE, MATERIAL1 and etc.OpenSTAAD Guide...
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