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.

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STAAD.Pro

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    Add a Plate Force Envelop to "Results along a Line Command".

    When designing shear wall pier segments around an opening, it would be helpful to have an envelope of in-plane plate forces in addition to results for each combination. Selecting "envelope" from the load combinations does not change the values in ...
    Steven Vertner about 2 months ago in  0 Needs review

    ASCE 7-22 and AISC 360-22

    Please add AISC 360-22 and ASCE 7-22 in STAAD PRo. Codes already 2-years old.
    Guest 12 months ago in  0 Needs review

    Buckling Restrained Braced Frames

    How can buckling-restrained braced frames (BRBFs) be modeled in STAAD.Pro for retrofit analysis? Which properties or parameters need to be modified in the model to accurately represent the behavior of BRBs?
    Guest about 2 months ago in  0 Needs review

    Implementation of IS18168 for steel design in STAAD Pro

    No description provided
    Vinayak Prabhavalkar 6 months ago in  1 Planned

    AutoDrafter - Allow Isometric View (Full MTO Table)

    It is only possible to create a plan/section by selecting a member at that location, and must be in the plane of either a plan or section. MTO take-off "drawing" only shows table - a great addition would be to add the isometric view of the structu...
    Guest 10 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 10 months ago in  1 Future consideration

    ENABLE DESIGN MODELING FOR CORRUGATED STEEL DECK DIAPHRAGMS

    Section 12.3 of ASCE 7 - 22 states that unless a diaphragm can be idealized as either flexible or rigid, structural analysis should explicitly include consideration of the stiffness of the diaphragm (i.e. semirigid modeling). I am publishing an ar...
    Guest 4 months ago in  2 Needs review

    Incorporate code IS 16700 at earliest.

    {"children":[{"type":"paragraph","children":[{"text":"Incorporate latest updated Indian code IS:16700 for design of tall buildings, along with all features in analysis (Staad pro/ADINA) and design (RCDC/SFA) also."}]}]}
    Sahil Shaikh about 2 months ago in  1 Needs review

    Copy / Move Radial Nodes

    Problem: For circular structures, nodes are radially located about a common center. Moving or copying nodes becomes a problem in that X and Z coordinates have to be computed. Or they have to be located / generated by a circular repeat command. Sug...
    Guest about 2 months ago in  4 Needs review

    Add ability to show "Colour by Utilization Ratio" for 3D view in post processing workflow

    It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).
    Guest over 1 year ago in  2 Needs review