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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 480 of 480

AUTOMATIC BUCKLING EUROCODE COEFFICIENTS C1,C2,C3 and K.

For the eurocode to calculate automatically the factors C1,C2,C3 to calculate correctely the Mcr value for elements. Which depends on the bending moment diagram, loading type and support conditions.
Guest about 1 year ago in  1 Will not implement

STAAD PRO TO 3D PDF

There should be a way to convert STAAD model to 3D pdf. It will become easy for designers to hover over the model and get clear view of the geometry while modelling in 3D softwares. Inspite of inputs provided, they will have access to 3D pdf where...
Guest almost 2 years ago in  4 Already exists

Report Header Needs Line for "Subject" - STAAD.Pro 2024

STAAD.Pro 2024 output data is published via the Reports module. That data for one structural model can be used to present different subjects. Unfortunately, the 2024 report pages do not include a line in the header to show the "SUBJECT" of that pr...
Guest about 1 year ago in  3 Future consideration

Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........

Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........ The irregular shape of sheet is difficult to model & analyse in staad p...
Jaspreet Singh 7 months ago in  0 Needs review

Help and Users Manual of Japanese Language in Staad Pro

Let me request to provide the help and Users Manual of Japanese language in Staad pro. Currently It is not existing. So Japanese user cannot use Staad pro as the Calculation Note for Architectural application to Japanese government. If there is it...
Guest 7 months ago in  1 Planned

UNT UNB PARAMETER FOR IS 800

STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.
RAHUL BRIJPUIYA 7 months ago in  0 Needs review

WIND CORNER PRESSURE AND ROOF IN WIND LOAD GENERATOR

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...
Joseph Lucas Magare almost 3 years ago in  2 Needs review

RAM DOES NOT SUPPORT TO ADD STIFFENER TO PINNED BASE PLATE?

It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.
Guest 8 months ago in  0 Needs review

Stress Ratio Results for Multiple Load Cases

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.
Randy Killian over 2 years ago in  3 Future consideration

OpenSTAAD function to extract plate corner stresses.

Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.
Nikolai Aasprong over 2 years ago in  1 Already exists