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.

Add function to produce a steel take off immediately without having to run the full analysis.

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...

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...

similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.

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...

This check should be implemented in RCDC as we know during design the reinforcement area maybe needed to be increased in order to pass the beam deflection check

When I model a concrete column in Staad.Pro, and perform the design, if the minimum rebar, lets say 1% is good enough for all load cases, the design load reported in the screen is the first load case. I understand because that rebar is OK for all ...

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...

Currently, EN 1993-1-1 provide in STAAD.Pro is 2005 edition. My request is to update the code to the latest edition, 2023.