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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Showing 186

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 about 1 year ago in  2 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 about 1 year ago in  1 Future consideration

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 over 2 years ago in  2 Future consideration

control tolerance ratio Steel- utilization ratio.

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

Provision to interchange the local axis of elements in STAAD

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...
Ankur Jain over 2 years 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 over 2 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 over 2 years ago in  2 Future consideration

Auto reducible live load in Staad for IS 456 part 2

No description provided
Sahil Shaikh over 2 years 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