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

    Showing 202

    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

    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

    5% accidental eccentricity as per Eurocode 1998:2004, using response spectra method

    The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.
    Guest over 1 year ago in  1 Future consideration

    EN1993-1-1 Eurocode 3 2005

    STAAD.Pro- software is using EN1993-1-1 Eurocode 3 2005, - this is not the latest version of this design code. How do we go about updating this in STAAD-Pro ? We need to be using the latest design code for compliance with our EN1090 fabrication wo...
    Guest almost 2 years ago in  1 Future consideration

    In wind load generator, please incorporate wind load in other directions such as X & Z. Also, wind load on roof truss & corners needs to be incorporated.

    There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...
    Shubhankar Chatterjee over 2 years ago in  3 Future consideration

    State the code basis for utilization ratio tables in reports

    In STAAD 2023, if a report is created and the Utilization Ratio table is included, a critical Clause is listed for each member. However, there is no indication in/above the table of which code, or code version, that the Clause pertains to. Please ...
    Steve Haymore over 1 year ago in  2 Future consideration

    Direct Analysis Method with Tension-Only members

    Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.
    Saul Cuen over 2 years ago in  1 Future consideration

    Moving Loads Acting in Horizontal Directions

    Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...
    Jeremy Jacobs almost 3 years ago in  3 Future consideration