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 360 of 360

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

Tapered Sections naming in STAAD.Pro

I think it is a good idea to allow users to name their Tapered sections as with the prismatic sections or sections created by user table. Because many times user creates many tapered sections in his model, andt when it comes to modifying one of th...
Guest almost 5 years ago in  2 Future consideration

Size of joint release and beam orientations

In Staad, is there any way to reduce the size of pin symbol and beam orientation symbol? Like support symbols. Thanks
Guest over 1 year ago in  1 Future consideration

Lateral Drift as per Verco Decking

Provide a method to provide the design data to calculate the lateral drift using the methods provided by Verco Decking inc. https://vercodeck.com/
Carlos Aguera over 1 year ago in  0 Needs review