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.

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STAAD.Pro

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OpenSTAAD Function to Renumber Node

We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.
Kanagarasu Kandasamy over 1 year ago in  1 Future consideration

Annotate Plate Stresses (Mx, My, Mxy, SQx, SQy)

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...
Ola Joda over 1 year ago in  2 Future consideration

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 almost 3 years ago in  1 Future consideration

Implement unity check of capacity for aluminum members according EN 1999-1-1

It should work similarly to code checking steel members according to EN 1993-1-1. It would benefit everyone designing aluminum structures due to highly corrosive environments and/or weight restrictions.
Guest over 1 year 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 almost 3 years ago in  2 Future consideration

Auto reducible live load in Staad for IS 456 part 2

No description provided
Sahil Shaikh almost 3 years ago in  3 Future consideration

control tolerance ratio Steel- utilization ratio.

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.
Guest over 1 year ago in  3 Future consideration

Using arbitrary Young's modulus (E) in AIJ2005 code calculations

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...
佐野 秀昭 Hideaki Sano over 1 year ago in  3 Future consideration

Nuclear Code AISC N690 Version

The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.
KIM 김재훈 over 1 year ago in  5 Future consideration

OpenSTAAD Function to Retrieve Errors and Warnings

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...
Srinivasa Rao Masanam over 1 year ago in  3 Future consideration