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 354 of 354

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...
Guest almost 3 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 3 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 3 years ago in  1 Future consideration

It would be nice to be able to list the allowable stress in a report

SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...
Guest over 1 year ago in  1 Future consideration

Show design ratio for concrete members as is shown for steel members

When designing concrete members in Staad.Pro, detailed design information can be seen in batch mode using TRACK command. One useful detail is the design ratio Pu/Pn. If that value can be shown the same way is shown for steel design it can speed up...
Guest over 1 year ago in  1 Future consideration

UC summary based on Profile Shape and Group

Please prepare a UC summary table Profile size wise, Group Wise from ejoumale.pajamale@technipenergies.com
Guest over 1 year ago in  1 Needs review

Add SPAN command similar to SACS instead of DJ1 and DJ2

It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This ...
Guest over 1 year ago in  2 Future consideration

Orientation check for Solids

It shall be noted that, if solids are not oriented properly than, we are not able to assign properties to the model, and it is difficult to see which the bod is solid. -- With Regards. Ankur Jain -- Model Attached is confidential.
Ankur Jain over 1 year ago in  1 Needs review

ACI 350

Add the concrete design code for environmental structures into STAAD for designing water retaining structures.
Carlos Aguera about 3 years ago in  0 Already exists

Wind Load Graphic

Product: STAAD.Pro Description: Wind Load Graphic Details: Service Request 7001551689 created from the web by Milton Manos User Phone Number: 17406859217 I am requesting that STAAD.pro add a Wind Load Graphic (see enclosed example) to their calcul...
Milton Manos over 1 year ago in  1 Already exists