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 183

Curtailment of section in all three axes

We are using STAAD Pro for optimizing our designs. We deal in steel structures & we need to optimize it by curtailment in all the three axes, presently we can do curtailment in the web depth ( Taper I section). We want to reduce the width of t...
Guest almost 5 years ago in  1 Future consideration

Capability to export ISM File for whole steel structure including connections from RAM Connection.

After designing connections inside STAAD.Pro. From the finished design, export ISM to Pro-structures.
Guest almost 5 years ago in  1 Future consideration

More Frequent Videos form Surojit and Sabrina are welcomed!

Both of Surjit and Sabrina are Great at Explaining New Features and avoiding redundant or unnecessary tasks!
Guest almost 3 years ago in  0 Future consideration

Modify STAAD Pro so that multilinear springs can be used with inclined supports. Currently modeling of soil p-y curves for a batter pile using inclined support and multilinear springs does not give correct results. The spring must be perpendicular to pile

No description provided
Guest almost 3 years ago in  0 Future consideration

Ductile Wall Design AS Per EN 1998:2004(Seismic code)

RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification: 1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...
Guest almost 3 years ago in  0 Future consideration

Allow Moving Load on Plates only without a Member

Moving load requires a Beam Member in model, If Model did not have any, it should be able to add a dummy member on the fly based on Moving load definition.
Guest almost 3 years ago in  0 Future consideration

Add SJI Joist to the Physical Modeling Workflow

SJI joists are available in the analytical modeler, but not the physical modeler.
Guest almost 4 years ago in  0 Future consideration

The main rebar and stirrup correspond to different strengths

I want to assign different strengths to the main reinforcement and the stirrup ,which is very common design requirement Hope this feature can be implemented in the new version of RCDC , version 09.014.00.128 released on 2020/9/15 still does not ha...
Guest almost 5 years ago in  1 Future consideration

Projected Area Loading for Plates

Worley NZ, van Tonder, Gideon (New Plymouth) <Gideon.vanTonder@worley.com> has requested for Projected Area loading for plates just like we have for members.
Madhan Elumalai almost 5 years ago in  0 Future consideration

Max or Min Envelope for Plate Center Stress (for selected Load case and Load combination)

There is a real need for users who are working with plate elements. The current interface only allows the user to see the contours for plate center stress for a selected load case or combination. However for design engineer it is important to asse...
Guest almost 5 years ago in  0 Future consideration