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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 506 of 506

Property tab to be of full size

Could you please make a change in UI of STAAD Pro. in which we can view more property in the property tab so that it becomes easy to view all the properties without scrolling and wasting a lot of time finding the assigned property? I think it will...
Guest about 17 hours ago in  0 Needs review

back to back cold rolled channel with lips design using BS 5950

Hi I am doing lots of unistrut sections where we have special channels, back to back channel, box sections, which I can add in to cold rolled section library using section wizard. However, I can not design back to back channel with lips using BS 5...
Pareshkumar Shah 2 days ago in  0 Needs review

Automatic Load Scaling

The floor loads in dead and live load cases are shown in some default scales. We can change the scale manually but it does not stay. Whenever the different load items from different load cases are selected the scale get reset. The user defined sca...
Abhisek Mandal 12 days ago in  0 Needs review

Provide STAAD Foundation Advanced a method to manage the link to a STAAD.Pro model

When a STAAD Foundation model is created from a STAAD.Pro model, that is added to the STAAD.Pro folder. This process creates pointers in both data sets that link the two models together and allow for notification when changes takes place. However,...
Guest about 1 month ago in  7 Future consideration

Adding measurement tool

The node‑to‑node distance tool in STAAD.Pro is quite basic and, in its current form, not particularly useful when distances need to be measured independently along the X, Y, and Z axes. Bentley already provides this functionality in some of its ot...
Guest about 2 months ago in  1 Needs review

USER TABLE FOR STAR SECTIONS / PLUS i PROFILES SIMILAR TO WIDE FLANGE SECTIONS

Star Angle configurations are widely used in industrial structures where significant Moment of Inertia is required in both axes. Enable a "User Property to Table" option for Star Sections similar to the existing Wide Flange/I-Section templates.
A SHANTHA DEVI 11 days ago in  0 Needs review

ERROR RESULT DISPLAY NOT WORKING EFFECIENTLY.

Current Problem: In large-scale models, the output file generates a significant volume of data. Currently, Errors are clubbed together with Warnings and Notes/Messages in a single list. When dealing with complex structures, it is extremely difficu...
A SHANTHA DEVI 11 days ago in  0 Needs review

DISPLAY OF STEEL FY IN PROPERTY TAB

When using IS800:1984 (WSM), the Yield Stress (FY) is correctly published and displayed in the Property Tab when clicking on an individual member. However, when performing LSM as per IS800:2007, this information is no longer available in the Membe...
A SHANTHA DEVI 11 days ago in  0 Needs review

WIDTH MAX AND WIDTH MIN SIMILAR TO DMAX AND DMIN

Enable member selection based on width criteria in addition to the existing depth criteria. Introduce new design parameters (e.g., BMAX and BMIN) that allow the software to filter the sections that meet both depth and width constraints simultane...
A SHANTHA DEVI 11 days ago in  0 Needs review

Please include IS 18168:2023 provisions in immediate upcoming version of Staad Pro.

For LRFS systems add checks for plastic sections as per table2 for each of the component, column beam strength ratios as per section 8.2 at different levels by considering actual Pu/Pd ratios etc & other relevant clauses.
Guest 11 days ago in  1 Planned