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

    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 over 1 year ago in  0 Needs review

    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 about 3 years ago in  5 Already exists

    Improve picture resolution

    Restore the picture resolution that previously appeared in V22 and before, so as for the filter (when a group selected) in creating report as we are still using V22 to create report and i don't know what the purpose to downgrade quality in a suppo...
    Guest 4 months ago in  0 Needs review

    Ecentricity Consideration during wind load as per ASCE

    While applying wind load based on the attached ASCE provisions for all height cases with a rigid diaphragm roof, it appears that STAAD.Pro does not consider eccentricity. It would be beneficial for users if this aspect could be incorporated in fut...
    Guest 4 months ago in  0 Needs review

    Auto wind load generation for roof/purlins..

    Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...
    Sahil Shaikh almost 4 years ago in  4 Future consideration

    Multiple Mass Models

    A STAAD.Pro dynamic analysis currently supports solving models in which the results of all dynamic cases use eigen values determined from a single mass matrix. This means currently STAAD.Pro cannot perform an analysis on a model where the consider...
    Carlos Aguera 8 months ago in  0 Future consideration

    Update EN 1993-1-1 design code

    Currently, EN 1993-1-1 provide in STAAD.Pro is 2005 edition. My request is to update the code to the latest edition, 2023.
    Guest over 1 year ago in  2 Future consideration

    Wind Loading on Tapered Sections

    Dear Colleagues, // STAAD.Pro CONNECT Edition - Version 22.12.00.142 // there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was applied usi...
    Dani Paul over 3 years ago in  1 Future consideration

    (**ERROR: ONLY RECTANGLE, SQUARE AND CIRCULAR SECTIONS ARE DESIGNED AS COLUMN. MEMBER # "XXX" WILL NOT BE DESIGNEDError should be mentioned/enlisted about reinforcement ties/stirrups types instead of rectangle or square and circular section assignments. this is misleading understanding of error.

    No description provided
    Dharmik Dodiya 4 months ago in  0 Needs review

    Serviceability Check threshold SET command

    Provide an additional SET command for users to use in the serviceability checks for collinearity which is currently hard coded as 1 degree. Refer Feature (PBI) #1668294
    Abhisek Mandal 4 months ago in  0 Needs review