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

    Showing 477 of 477

    Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.

    STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...
    ABHISHEK Ramesh 9 months ago in  0 Needs review

    Steel Check Code for all code, please make it uniform format

    ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.
    Guest 10 months ago in  0 Needs review

    Non linear time history analysis in staad pro CE

    Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...
    Sahil Shaikh about 3 years ago in  2 Future consideration

    Steel Design Parameters in Physical Modeller

    I assume this has been mentioned before (might even be working on it), but being able to specify the steel design parameters in the Modeler would be a game changer. A separate design module would be good too, but I don't think it's necessary.
    Ryan Freund almost 4 years ago in  1 Future consideration

    Mass Reference Load in a Model as a Default

    It should be the default way and I think its a great idea to include Mass Reference Load in X,Y and Z global direction as a default as it works for ELF, RSA and TH, Static and Dynamic Analysis.I would also Suggest Let User define what they would l...
    Guest almost 4 years ago in  0 Future consideration

    Add steel fireproofing specification to STAAD.pro Physical Modeler.

    Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...
    Guest 10 months ago in  0 Needs review

    Option/Command required to view failed RCC members.

    I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...
    ABHISHEK Ramesh 10 months ago in  0 Needs review

    Calculation of Stability index Q as per annex E of IS456

    To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...
    Guest over 1 year ago in  4 Future consideration

    Extend PRINT CG for plates and solids

    It will be very helpful for the estimation if PRINT CG command works for groups of plate and beams and solid also. This will give directly the weight and volume of certain part of model, which is most of the the basic parameter of optimization. Ri...
    Ankur Jain about 3 years ago in  3 Future consideration

    Postprocessing display of multiple design blocks for AIJ codes

    Currently, it is possible to display results for multiple design blocks with AISC360-16 results only. This feature is also required for AIJ2005 and 2002. In AIJ codes, load cases are classified into parmanent loads, temporary loads and loads for...
    佐野 秀昭 Hideaki Sano over 2 years ago in  1 Future consideration