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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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Showing 482 of 482

Indicate of number of LOAD LIST ENVELOPE

As shown in the attached screenshot, the STAAD program does not display the load list envelope numbers, which causes inconvenience for users. Please improve this feature.
Guest 10 months ago in  3 Future consideration

Buckling Restrained Braced Frames

How can buckling-restrained braced frames (BRBFs) be modeled in STAAD.Pro for retrofit analysis? Which properties or parameters need to be modified in the model to accurately represent the behavior of BRBs?
Guest 3 months ago in  1 Will not implement

Add flexible / Semi rigid Diaphragm

Currently only rigid diaphragm option exists in Staad, we need to account for flexible diaphragms.
Rashmi Ramachandra 8 months ago in  1 Needs review

Story Shear for Wind and Seismic Loads:

At present, only storey drift & displacements are reported. There is a need to include storey shear values for both the X and Z directions to support comprehensive analysis.- There is an enhancement request already in place for this. For Euroc...
Rashmi Ramachandra 8 months ago in  2 Needs review

Cold formed Member design to EN 1993-1-3

Many STAAD users in Singapore and Malaysia have requested to implement the cold formed member design to EN 1993-1-3. We have lost some prospects to competitors because of the absence of this code in STAAD.Pro. This may be a feature that is request...
Madhan Elumalai over 3 years ago in  3 Future consideration

SJI JOIST MEMBER DESIGN

We propose the Joist Design member, because there is a way to use a joist Sji member but it doesnt desgin it, also considring bridging
Guest 5 months ago in  0 Needs review

Inclusion of SS EN 1998-1 Seismic Action & Accidental Torsion

Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.
Guest over 1 year ago in  2 Needs review

Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...
Jean Gorsse 11 months ago in  0 Needs review

Copy / Move Radial Nodes

Problem: For circular structures, nodes are radially located about a common center. Moving or copying nodes becomes a problem in that X and Z coordinates have to be computed. Or they have to be located / generated by a circular repeat command. Sug...
Guest 3 months ago in  4 Needs review

GPU Acceleration for Improved Rendering

STAAD.Pro currently uses the GPU for basic rendering, but performance often depends on integrated graphics, which limits responsiveness for large models. Optimizing the software to fully leverage dedicated GPUs would deliver smoother navigation, f...
Brett Wyman 3 months ago in  0 Needs review