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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All ideas

    Showing 486 of 486

    Stress Ratio Results for Multiple Load Cases

    Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.
    Randy Killian over 2 years ago in  3 Future consideration

    OpenSTAAD function to extract plate corner stresses.

    Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.
    Nikolai Aasprong over 2 years ago in  1 Already exists

    OpenSTAAD function to extract the capacity of members

    OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code
    B Senthilkumar over 2 years ago in  7 Future consideration

    Include the moving load possibility in physical model

    No description provided
    Guest almost 2 years ago in  3 Needs review

    Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........

    Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........ The irregular shape of sheet is difficult to model & analyse in staad p...
    Jaspreet Singh 8 months ago in  0 Needs review

    Help and Users Manual of Japanese Language in Staad Pro

    Let me request to provide the help and Users Manual of Japanese language in Staad pro. Currently It is not existing. So Japanese user cannot use Staad pro as the Calculation Note for Architectural application to Japanese government. If there is it...
    Guest 8 months ago in  1 Planned

    UNT UNB PARAMETER FOR IS 800

    STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.
    RAHUL BRIJPUIYA 8 months ago in  0 Needs review

    Beam utilization listing with drop down box

    The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...
    Guest over 1 year ago in  2 Needs review

    OpenSTAAD function to extract the Beam Forces summary table for the selected beams

    Hi, Typically, to get end forces to design the connection for a certain beam size, a group is created and the bounding beam forces for the group are extracted using the "Beam Results - Beam Forces - Summary table" using the "Results Setup - Range ...
    Tom Pallister almost 2 years ago in  1 Future consideration

    RAM DOES NOT SUPPORT TO ADD STIFFENER TO PINNED BASE PLATE?

    It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.
    Guest 8 months ago in  0 Needs review