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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    Turkish Building Earthquake Code 2018 for steel structures

    Betonarme binaların projelendirmesi ile birlikte çelik binaların projelendirilmesinde de kendi ülke standart ve kurallarını kullanmak, mühendislerimiz için kolaylık ve rahatlık sağlayacak, programlarınızın ülkemiz içerisinde kullanımının yaygınlaş...
    Yahya Karadede over 1 year ago in  3 Needs review

    The name of the load can be modified

    When there are many types of load definitions, it is difficult to distinguish which one each load is. If you can customize the name, it will be easier to distinguish and verify
    Guest over 1 year ago in  5 Already exists

    Add fire calculation in staad.pro

    according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.
    Guest over 1 year ago in  1 Future consideration

    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

    Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.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 10 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

    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

    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