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 493 of 493

    For concrete design, DESIGN LOAD case should show to critical load case, regardless if minimum rebar is enough

    When I model a concrete column in Staad.Pro, and perform the design, if the minimum rebar, lets say 1% is good enough for all load cases, the design load reported in the screen is the first load case. I understand because that rebar is OK for all ...
    Saul Cuen 6 months ago in  1 Planned

    To customize formula or coefficient for Live Load reduction

    Now, Staad.Pro includes the option of Reducible Live Load by UBC/IBC. But the formula included is 16-23 instead of 16-22. Also, Staad uses equation 16-23 for load type Live and type Roof Live, instead of using section 1607.11 for Roof Live and equ...
    Saul Cuen over 2 years ago in  2 Future consideration

    HAT SECTION WITH LIPS

    Kindly make provision for Hat section with Lips( straight lip and inclined lip) in the section database. Please make it such a way that if we enter the depth, width, thickness and give "generate" and all the properties gets generated automatically...
    browin david about 3 years ago in  4 Future consideration

    divide/ split a plate element in the physical modeler by using reference line

    request to add a future to split/divide a plate element in physical modeler by using a reference line
    Guest about 2 years ago in  3 Already exists

    Repeat the node/beam/plate and loadcase number on each line of the result tables

    -In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...
    Sébastien Julien over 2 years ago in  1 Future consideration

    Automatic combinations should only include notional loads in the direction of the main lateral load

    Hello, There’s no point in applying the notional load against other lateral loads. In STAAD, it’s possible that the Load Combination where automatically generated so the notional loads are generated for all directions even if they countermeasure t...
    Jacques ARNOLD about 2 years ago in  2 Needs review

    Provide wind generation on Fireproof Members

    STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.
    Guest about 6 years ago in  5 Future consideration

    Turkish Building Earthquake Code 2018 and TS 500

    Türkiye de yaşayan mühendislerin programlarınızı kendi ülke standart ve kurallarına göre daha rahat kullanabilmeleri ve bunun paralelinde programlarınızın kullanım oranlarının artması doğrultusunda eklenmesi yaralı olacaktır.
    Yahya Karadede over 1 year ago in  4 Future consideration

    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 over 2 years ago in  1 Will not implement

    Staad Pro does not include Seismic load NBCC 2015

    Dear All, I highly recommend to include calculation of seismic load using NBCC 2015. I see it as a big gap in Staad Pro not to include Seismic loading using NBCC 2015 Thanks a lot
    Guest about 5 years ago in  1 Future consideration