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.

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STAAD.Pro

Showing 469 of 469

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 almost 2 years ago in  1 Will not implement

Steady State Analysis GUI

Having the option to initiate Steady State Analysis through the GUI will help avoid command syntax errors and enhance user experience
Suvadeep Acharjee almost 4 years ago in  0 Future consideration

Postprocessing member design/revision without re-run analysis

Currently after run analysis we can see the status of design in postprocessing. If fail design appear, now we have to edit and rerun all model and check if edition is good or not. When only 5~10% of members fails, and in large models, this is very...
Saul Cuen almost 4 years ago in  1 Future consideration

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

Using arbitrary Young's modulus (E) in AIJ2005 code calculations

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...
佐野 秀昭 Hideaki Sano almost 2 years ago in  3 Future consideration

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 almost 2 years ago in  2 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

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