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 406 of 406

Steel Check Code for all code, please make it uniform format

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.
Guest about 2 months ago in  0 Needs review

Add steel fireproofing specification to STAAD.pro Physical Modeler.

Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...
Guest about 2 months ago in  0 Needs review

Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...
Jean Gorsse about 2 months ago in  0 Needs review

Option/Command required to view failed RCC members.

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...
ABHISHEK Ramesh about 2 months ago in  0 Needs review

Inclusion of updated IS code IS 1893 (part 4):2024 for design of steel structures

Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...
Veeresh Dambal about 2 months ago in  0 Needs review

TO ADD DOUBLE ANGLE FRONT TO FRONT SECTION IN DATABASE

WHILE CREATING A LATTICE FRAME WE NEED TO OPT FOR TWO ANGLES APART FRONT TO FRONT, BUT AS OFF NOW STAAD ONLY PROVIDES DOUBLE ANGLE WITH BACK TO BACK CONFIGURATION AND NOT FRONT TO FRONT, THUS IT IS REQUESTED TO ADD UP DOUBLE ANGLE SECTION WITH FRO...
Guest about 2 months ago in  0 Needs review

SECTION DIAGRAM TO REPRESENT BUILT-UP WEB DEPTH ROUND VALUE

No description provided
Guest about 2 months ago in  1 Needs review

update to IBC 2021

No description provided
Bradley Oliver 2 months ago in  2 Future consideration

Provision of Effective Elastic Section Modules, Plastic Section Modules and beta values in output file while calculating bending capacity of slender member as per IS: 800-2007 (LSD)

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...
vijay krishna 2 months ago in  0 Needs review

Exact and accurate mesh size in FEM for conservative results

Mesh size in FEM in staad is yet controversial topics, as different trials for different mesh size gives very diverse and biased result, Hence perfect mesh size for more accurate plate result needs to incorporate.
Sahil Shaikh 3 months ago in  0 Needs review