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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STAAD.Pro

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Design of double I section as column is required.

In most of the industrial sheds, double I section spaced apart is used as crane column and single I section is used to support the roof above. In present STAADpro ver 24 facility to design double I section as per IS800 LSD is not available . This ...
Guest 3 months ago in  1 Needs review

Moving load in vertical plane and horizontal plane as well.

As of now, moving load feature is available only in vertical plane. But moving load in horizontal plane isn't available yet. But, as per industry demand, moving load to be applied longitudinal and transverse direction, simultaneously. Staad pro s...
Sahil Shaikh 6 months ago in  0 Needs review

Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...
ABHISHEK Ramesh 4 months ago in  0 Needs review

Steel Check Code for all code, please make it uniform format

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.
Guest 4 months ago in  0 Needs review

Wind Loads on Steel Structures

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.
Guest about 2 years ago in  12 Needs review

Add steel fireproofing specification to STAAD.pro Physical Modeler.

Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...
Guest 4 months ago in  0 Needs review

Option/Command required to view failed RCC members.

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...
ABHISHEK Ramesh 4 months ago in  0 Needs review

Beam utilization listing with drop down box

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...
Guest 9 months ago in  2 Needs review

SECTION DIAGRAM TO REPRESENT BUILT-UP WEB DEPTH ROUND VALUE

No description provided
Guest 4 months ago in  1 Needs review

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 over 1 year ago in  2 Needs review