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STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

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  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

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Showing 476 of 476

implementation of design of double ISMB Box section profile while designing in code IS-800-2007-LSD.

When we are assigning ISMB 400*450 Box Section (Double Profile) while designing in Code IS-800-2007-LSD , Members are not able to design & Error coming. Kindly resolve the issue.
Guest almost 4 years ago in  1 Future consideration

Add Functionality to run a Direct Analysis following AISC 360 C.2a

Unless I am mistaken in order to run a direct analysis, you specify notional loads. However, per the specification it is allowable to use direct modeling of imperfections per C.2a. There is a way to specify camber and drift for members, but from w...
Dallin STRONG almost 4 years ago in  1 Future consideration

GetUDLLoads command has probrem

I am testing Load.GetUDLLoads command. The contents of the returned D1Array will always be 0. For example, 1992 UNI 0.100 7.750 10.250, since 7.750 is not returned in D1Array,I can not check the range which the load is applied . D2Array truely ret...
takeshi nakahama about 2 years ago in  1 Will not implement

ACI 350

Add the concrete design code for environmental structures into STAAD for designing water retaining structures.
Carlos Aguera about 4 years ago in  0 Already exists

Partial Moment Releases in Physical Modeller

Hi, please add the ability to add partial moment releases in the physical modeller. This seems like an important feature to me because if you have instability warnings it is often the case you need to provide a partial moment release to get rid of...
Guest about 2 years ago in  2 Will not implement

Enable the basic design diagram for design results to be editable again by users

No description provided
Guest about 2 years ago in  2 Will not implement

OpenSTAAD function to get unfactored weight of selected sections and/or plates

Often it requires to prepare the material take off for structures. In order to fulfill this requirement, it will be helpful if there are functions to retrieve the following information:Unfactored weights of Sections and, Plates I believe there are...
Srinivasa Rao Masanam about 2 years ago in  4 Already exists

Nuclear Code AISC N690 Version

The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.
KIM 김재훈 about 2 years ago in  5 Future consideration

OpenSTAAD Function to Retrieve Errors and Warnings

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...
Srinivasa Rao Masanam about 2 years ago in  3 Future consideration

Generate Rotate command automatically creates new beta angles and assign for the affected rotated members

When you use the Generate Rotate command, the beta angles remains the same so you have to uptade member by member the new beta angle for the non-orthogonal elements that were affected. The idea is a custom tool that automatically creates the new b...
Arthur Magalhães over 2 years ago in  1 Will not implement