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.

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Showing 471 of 471

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 2 months ago in  4 Will not implement

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 9 months ago in  0 Needs review

Inclusion of updated IS code IS 1893 (part 4):2024 for design of steel structures

Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...
Veeresh Dambal 9 months ago in  1 Future consideration

Add code checks for AISC 370

There is a new code for Stainless Steel that has been published by AISC. It would be nice to incorporate the code checks for AISC 370 for materials that have been selected as stainless steel.
Dallin STRONG about 3 years ago in  10 Future consideration

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 about 1 year ago in  2 Needs review

Provision of Effective Elastic Section Modules, Plastic Section Modules and beta values in output file while calculating bending capacity of slender member as per IS: 800-2007 (LSD)

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...
vijay krishna 9 months ago in  0 Needs review

Inclusion of Steel Take off list & Member take off list in User Report

I have noticed that currently there is no option to include Steel take off & Member take off list while generating Report. I request that this option be included in future upgrade.
Pawan Waghmare 5 months ago in  6 Planned

ADD Z section under user table manger option

As the use of cold form sections becomes more prevalent, it's essential for STAAD to support C and Z shapes more comprehensively. These sections vary significantly across manufacturers and are not always available in the STAAD database. Furthermor...
RAHUL BRIJPUIYA 2 months ago in  1 Already exists

Update EN 1993-1-1 design code

Currently, EN 1993-1-1 provide in STAAD.Pro is 2005 edition. My request is to update the code to the latest edition, 2023.
Guest 7 months ago in  2 Future consideration

Modelling and Design of tapered channel

I Need to design lot of platforms with cantilever beams. Tapered channel is easy to fabricate in plate and most economical section for cantilever conditions. Hence I request you to include this options in the staad. Moreover, tapered I is already ...
Guest 7 months ago in  3 Needs review