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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    Showing 477 of 477

    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 over 3 years ago in  4 Future consideration

    Auto Wind load for roofing

    Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9
    Sahil Shaikh over 3 years ago in  6 Future consideration

    Calculate section properties when adding new shape to database

    Two things here:Have the ability for STAAD (in the physical modeler) to calculate the section properties when entering a new shape into an existing database. For example, I'm adding a new hat channel into the AISI cold formed Profiles database. In...
    Ryan Freund over 3 years ago in  4 Future consideration

    Auto load combination for IS 802 part 4

    It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...
    Pandiaraja Veluchamy 11 months ago in  0 Needs review

    include MERGE NODE, CONNECT BEAMS & COLLINEAR BEAMS under Node Tools

    it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...
    Dani Paul over 2 years ago in  1 Future consideration

    Allow an option to include Failed Member list in the report even when there are no failed members

    In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...
    Dallin STRONG about 2 years ago in  1 Future consideration

    Drift Parameters in Russian Steel Codes

    If there is no particular reason why the Russian steel design codes(SP 16.13330) do not provide parameters for drift verification (such as CAN in AISC), I would like to formally request that they be added.
    Guest 4 months ago in  4 Will not implement

    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 about 3 years ago in  1 Future consideration

    ADD Z section under user table manger option

    As the use of cold form sections becomes more prevalent, it's essential for STAAD to support C and Z shapes more comprehensively. These sections vary significantly across manufacturers and are not always available in the STAAD database. Furthermor...
    RAHUL BRIJPUIYA 4 months ago in  1 Already exists

    Applied Load on beams

    From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...
    Guest 8 months ago in  0 Needs review