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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 490 of 490

addition of new beams in existing group definition

currently if anyone need to add the beams in group definition, all the beams including existing added need to be selected. if new beams can be added without selecting existing beams, it will be easier
Guest almost 2 years ago in  1 Future consideration

Highlight the beam when UDL selected

In load data page when you select any specific UDL or point load, then the UDL or point load associated beam and node shall be auto selected or highlighted. this will help to identify if load applied is at right location or not
Guest almost 2 years ago in  1 Will not implement

Company Logo needs to be changed for every project, that is a tedious practice.

While generating Report, Company Logo needs to be changed for every project, that is a tedious practice. The changes should be permanent and for company.
Guest almost 2 years ago in  1 Already exists

OpenSTAAD Function to Renumber Node

We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.
Kanagarasu Kandasamy almost 2 years 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 almost 2 years ago in  2 Future consideration

Keep Node Numbers From Physical Modeler

This might be difficult to implement, but it might be nice if you could label the node numbers in the physical modeler different than used in the analytical modeler so that you could keep those nodes the same. Therefore, they would show up the sam...
Ryan Freund almost 2 years ago in  3 Needs review

API SPEC 4F standard

It is hoped that the API SPEC 4F standard can be added, and the wind load can be quickly loaded in 45°, 135°, and so on.
Guest about 2 years ago in  1 Needs review

In Staad Pro 23.00.02.361, the size of the local coordinate system arrow cannot be enlarged or reduced simultaneously with the model. At present, the size of the local coordinate system arrow is too large. When there are many rod elements in the model, the local coordinate system almost covers the entire model, affecting other operations. Please provide improvement.

No description provided
Guest about 2 years ago in  1 Will not implement

Extrude the current element to the next 'dimensional' element.

at present in the 'Translational repeat' command we have the option to 'link elements' so as to create new 'beam' elements... - could we expand this feature so that: 1) translational repeating a line (parallel to its local X axis) can have the pos...
Dani Paul about 2 years ago in  3 Already exists

Postprocessing member design/revision without re-run analysis

Currently after run analysis we can see the status of design in postprocessing. If fail design appear, now we have to edit and rerun all model and check if edition is good or not. When only 5~10% of members fails, and in large models, this is very...
Saul Cuen about 4 years ago in  1 Future consideration