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

    Preserve Mixed-Case Load Case and Combination Titles

    STAAD.Pro automatically converts load case and load combination titles to uppercase when reopening a model, even though mixed-case formatting is preserved in the Command File. Please allow titles to retain original letter case in the Load & De...
    Hesham Elbehy 8 months ago in  0 Needs review

    Table providing summary of slenderness ratio's of structural steel members

    Helps in assessing the actual slenderness ratio of each member.Also, such table can be used to upgrade to next size for better load carrying capacity.
    Sreekanth Nuthanapati almost 3 years ago in  1 Will not implement

    base pressure contour is not available for the envelope of the loads

    Base pressure contour for raft footing is available for the envelop of the loads in Space Gass but not in STAAD. It is important to have this feature be implemented in STAAD too to facilitate the raft footing design based on allowable bearing pres...
    Guest about 2 years ago in  2 Already exists

    Add Back to back properties of CF member

    Kindly add the back-to-back properties of Lysaght C section (combinedly it becomes I- section) ,it is widely used in cold form structures.
    Prashant Patil almost 3 years ago in  1 Future consideration

    WIND CORNER PRESSURE AND ROOF IN WIND LOAD GENERATOR

    Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...
    Joseph Lucas Magare over 3 years ago in  2 Needs review

    Import support reaction at base in SFA

    User use different software for modelling building depending on how much user-friendly the software is. Now reactions at base level are required to design mat or any footing for which SFA can be used. But since there is no option like in earlier o...
    Chandrashekar Prabhudesai over 1 year ago in  0 Needs review

    how to find forces for reinforcement calculation in a reinforced concrete slab

    The raft foundation in STAAD.Pro has been loaded and the base pressure calculated. I am looking for guidelines on which internal forces should be considered to calculate the reinforcement in the slab. Is it possible to obtain the required reinforc...
    Guest 9 months ago in  1 Needs review

    The assigned moment connection shall also be seen in new window

    The moment connection is seen is whole structure and if a new window is created the moment connection disappears. The moment connection shall be visible for a particular view in new window as well.
    Guest 9 months ago in  1 Future consideration

    The STAAD.Pro model import to SACS

    Now we can calculate the upstructure in STAAD.Pro for ocean engineer; But the pile will be designed in SACS for sea ice load and wave load. when the model is imported to SACS, the load will loss and need to apply load again in SACS. The workload i...
    Guest about 2 years ago in  1 Needs review

    Add live load reduction factor as design parameter

    There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...
    Guest almost 3 years ago in  4 Future consideration