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STAAD.Pro

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Immediate Steel Take Off

Add function to produce a steel take off immediately without having to run the full analysis.
about 2 years ago in STAAD.Pro 5 Future consideration

Automatically generate Image Reports

Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...
almost 3 years ago in STAAD.Pro 1 Needs review

Shrink diagram enhancement

It would be helpful if the Shrink command under Structure Diagram would only shrink the members with released ends. This would make the diagrams look more like a design drawing and would make it easier to check that you have released the right mem...
about 2 months ago in STAAD.Pro 1 Future consideration

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.
4 months ago in STAAD.Pro 6 Planned

Member Release Bubble - scale / highlight

At present member releases shown as circles at beam ends, makes the view a bit congested with node numbers ON, which makes it difficult to cross verify the DJ1 & DJ2 parameters. if we have an option to scale down the circle (or) introduce a 't...
about 2 years ago in STAAD.Pro 3 Future consideration

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...
8 months ago in STAAD.Pro 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...
8 months ago in STAAD.Pro 1 Future consideration

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.
6 months ago in STAAD.Pro 2 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.
about 1 year ago in STAAD.Pro 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...
8 months ago in STAAD.Pro 0 Needs review