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

    Seismic load generation - Australian Code

    The seismic load generation facility as per Australian code (AS 1170.4) is missing in STAAD.Pro. As such users working on projects in the Australian region will greatly benefit if this facility is included in the program.
    Suvadeep Acharjee almost 4 years ago in  1 Future consideration

    Calculator from the Input Editor / Command File

    I wouldn't lie by saying that I'm a vivid user of the calculator from the withing the Input Editor/Command file. But at times when the Window's calculator crashes, Staad's calculator comes to the rescue. hoping to add a few suggestions: 1. rather ...
    Dani Paul almost 2 years ago in  1 Needs review

    Need to remove warning for member duplicated

    It is general practice if we assigned a new property for the members, the old property will be automatically replaced or deleted by the new one. No need to change or edit the property in input file for members one by one. But for some large file I...
    Guest almost 2 years ago in  1 Will not implement

    Add New Zealand concrete design (NZS 3101) to Staad Pro

    These could be used when performing member or shell design in STAAD.Pro, as well as Advanced Concrete design. See applicable snapshots attached. User would like to be able to do design to NZ codes in STAAD.Pro (specifically concrete and timber,...
    Ranjana Shinde almost 4 years ago in  2 Future consideration

    RCDC not reading beams over slab tank

    dear teams,please make corrects for software when you design water tank with slab including beams,RCDC not reading beams,plz correct it,thanks in advance
    barham ibrahim almost 4 years ago in  1 Will not implement

    Request Omitted Data from IBC/ASCE7 Seismic Load Generator

    There is no method, report, or output command available to display the "k" coefficient used by the program for vertical distribution of seismic base shear per ASCE 7-16, Eq 12.8-2. Since this value can vary with the period it needs to be reported ...
    Guest almost 2 years ago in  2 Needs review

    Beam numbering in output file of RCDC

    Beam FB111 is secondary beam and beam FB347 to FB350 is primary beam. We want beam numbering reverse. Primary beam should have one number and secondary beam should split into four different numbers. We don't want group name in output file.
    Swapnil Chaugule about 2 years ago in  0 Needs review

    activate ALT+V+V Short Cut Key again in Connect version of STAAD.

    This is very usefull in viewing, selecting to view, viewing whole structure without zooming out etc. This will make STAAD pro operation faster.
    Guest about 4 years ago in  1 Already exists

    Physical Modeler - Allow multiple wind load definitions to be combined into one primary load case

    Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....
    Ryan Freund about 4 years ago in  1 Future consideration

    Add a command to modify tension Flange net area for AISC 360 F13

    There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.
    Dallin STRONG about 4 years ago in  2 Future consideration