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 ...

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

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...

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...

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

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

For the design of double angle sections, the software currently does not perform the design due to the inability to plot buckling curves. An option to manually select buckling curves for both cases should be provided to enable proper design of the...

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

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...

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 ...