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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 493 of 493

Applied Load on beams

From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...
Guest 10 months ago in  0 Needs review

Separate Ice Load From Member Weight

To correctly use the ASCE 7 load combinations including atmospheric ice, the ice load (Di) needs to be separate from the member self weight. As STAAD does not include an ice load generation tool, fireproofing can be used to apply ice loads to memb...
Guest 5 months ago in  0 Needs review

Beam local axis symbol, scaling

After being introduced to StaadPRO, the one fundamental thing that I can't believe is not implemented is scaling of local beam axis symbols. It's at times almost impossible to find out the local axis of the beams in the graphic area, and this is v...
Oyvind Fredriksen 5 months ago in  2 Needs review

Slab deflection plots

Currently the only way to check the deflection of a slab is to review the deflected shape of the shells' mesh, or in the tabulated results. It would be very useful if the contour plots for shells included the option to contour deflections as well ...
Guest about 2 years ago in  2 Future consideration

Convert beams to shells for FEA

It would be great to be able to mesh a STAAD stick model using the assigned profiles (i.e. having the software replace the beam with a set of plates to match the flange/web sizes and thicknesses) in order to do some high level finite element analy...
Guest over 1 year ago in  3 Needs review

Correct the Seismic Zone Factor for Cuddalore, Tamilnadu, India in STAAD.Pro as per IS 1893 - Part 1 - 2016

Hello STAAD.Pro Team, While generating Seismic Definitions, the software automatically assigns the Zone Factor for Cuddalore, Tamilnadu, India as 0.16. This value is not aligned with local seismic requirements and also with IS 1893 - Part 1 - 2016...
Guest 5 months ago in  1 Planned

Add tapered rectangular tube section r2

Extend the current tapered tube definition to allow for the specification and analysis of tapered rectangular tube profiles (i..e where the length of the two side dimensions differs). Currently STAAD.Pro supports the definition and analysis of tap...
Guest over 2 years ago in  1 Already exists

Moving Load Moving in Global Vertical Direction

The ability to apply horizontal moving loads that move in the vertical direction (up a column) (e.g. elevator loads on a column).
Jeremy Jacobs about 3 years ago in  3 Future consideration

Drift Parameters in Russian Steel Codes

If there is no particular reason why the Russian steel design codes(SP 16.13330) do not provide parameters for drift verification (such as CAN in AISC), I would like to formally request that they be added.
Guest 5 months ago in  4 Will not implement

Wind Loads on Steel Structures

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.
Guest over 2 years ago in  12 Needs review