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

    Add necessary features and revised codes in Staad .pro

    {"children":[{"type":"paragraph","children":[{"text":"Unlike etabs,MIDAS,SAP etc, Staad pro haven't user friendly features contain in the same module, like users have to shift towards ADINA for non linear analysis, PLAXIS for Soil-structure intera...
    Sahil Shaikh 3 months ago in  0 Needs review

    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

    ACI 318-2019

    Request you to add the latest code ACI318-2019 in code list for the concrete design as per the latest code. Regards, Rachana
    Rachana Purohit 3 months ago in  1 Already exists

    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

    BUG REPORT REPRESNTAION

    Previously, STAAD provided detailed bug reports through the following link: https://bentleysystems.service-now.com/community?id=kb_article_view&sys_kb_id=453e131c47b7ea507798d4fe536d43e8.However, currently, STAAD only shows a one-line descript...
    RAHUL BRIJPUIYA 6 months ago in  2 Needs review

    Inclusion of Steel Take off list & Member take off list in User Report

    I have noticed that currently there is no option to include Steel take off & Member take off list while generating Report. I request that this option be included in future upgrade.
    Pawan Waghmare 10 months ago in  6 Planned

    Make Staad Multi Processor (Multi-Threaded)

    This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...
    Rafael Salgado over 3 years ago in  1 Future consideration

    Add ability to show "Color by Section" under Properties Tab

    Under Properties in Analytical Modeling, one can currently only highlight assigned geometry for a single section at a time. A button could be added to the table that allows you to show all section properties in the current view by color, and then ...
    Marcos Luna over 2 years ago in  5 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 about 1 year ago in  0 Needs review

    Generate response spectrum compatible time history from a reference earthquake time record

    Generate response spectrum compatible time history from a reference earthquake time record. Some codes like ASCE 4 require running time history analysis based on a design spectrum and a reference earthquake. Note that SAP2000 can do this.
    Karim Rinawi 3 months ago in  1 Needs review