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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.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  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 480 of 480

Add custom labels to geometry

The ability to add reference labels to geometry (or note), so when the whole model is displayed you can have visual reference of what each item represents, ie label gridlines, elevations
Guest almost 2 years ago in  1 Needs review

control tolerance ratio Steel- utilization ratio.

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.
Guest about 2 years ago in  3 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 about 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 about 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 about 4 years ago in  1 Future consideration

OSLoadUI::CreateLoadEnvelop function name is wrong

Please refer to the snapshot attached. The OSLoadUI::CreateLoadEnvelop function name is wrong. Please update in the next releases. Initially I could not find this function in the intellisense (by typing Create and left me wondering) and hence I am...
Srinivasa Rao Masanam about 2 years ago in  1 Will not implement

Getting the beam & column reinforcment in table format in the design report

Report generation is significantly improved in the latest version. it will be great, If user able get the beam & column design details like , grade of concrete, member size, reinforcement required, reinforcement provided etc. in an table forma...
Guest about 2 years ago in  1 Needs review

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