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 418

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 over 1 year ago in  1 Will not implement

Auto reducible live load in Staad for IS 456 part 2

No description provided
Sahil Shaikh almost 3 years ago in  3 Future consideration

Reducuble live load in staad CE as per indian code

No description provided
Sahil Shaikh almost 3 years ago in  2 Already exists

Lacing and battening design of column

No description provided
Sahil Shaikh almost 3 years ago in  2 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 over 1 year 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 over 1 year ago in  1 Will not implement

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 over 1 year 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 over 1 year ago in  2 Will not implement

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

No description provided
Guest over 1 year 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 over 1 year ago in  4 Already exists