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 493 of 493

    The assigned moment connection shall also be seen in new window

    The moment connection is seen is whole structure and if a new window is created the moment connection disappears. The moment connection shall be visible for a particular view in new window as well.
    Guest 3 months ago in  1 Future consideration

    Indicate of number of LOAD LIST ENVELOPE

    As shown in the attached screenshot, the STAAD program does not display the load list envelope numbers, which causes inconvenience for users. Please improve this feature.
    Guest 11 months ago in  3 Future consideration

    Inclusion of SS EN 1998-1 Seismic Action & Accidental Torsion

    Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.
    Guest over 1 year ago in  2 Needs review

    Add flexible / Semi rigid Diaphragm

    Currently only rigid diaphragm option exists in Staad, we need to account for flexible diaphragms.
    Rashmi Ramachandra 8 months ago in  1 Needs review

    Story Shear for Wind and Seismic Loads:

    At present, only storey drift & displacements are reported. There is a need to include storey shear values for both the X and Z directions to support comprehensive analysis.- There is an enhancement request already in place for this. For Euroc...
    Rashmi Ramachandra 8 months ago in  2 Needs review

    SOLIDITY RATIO IN STEEL STRUCTURE

    Automation of solidity ratio of steel structure for calculating wing load shall be done. It is very time-consuming process for every structure design.
    Guest over 2 years ago in  7 Already exists

    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 12 months ago in  0 Needs review

    SJI JOIST MEMBER DESIGN

    We propose the Joist Design member, because there is a way to use a joist Sji member but it doesnt desgin it, also considring bridging
    Guest 6 months ago in  0 Needs review

    OpenSTAAD function to create Enforced and EnforcedBut supports

    There are functions to create to Fixed and FixedBut supports but there are no functions to create Enforced and EnforcedBut supports. Is it possible to expose the OpenSTAAD functions for this purpose?
    Srinivasa Rao Masanam 3 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 about 1 year ago in  0 Needs review