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 ...

There is currently no way, other than directly adding rigid body members with the necessary releases, to simulate an an axial angle or tee member (brace) under eccentric axial load. This causes a high amount of manual calculations to determine the...

Could you please make the 'result utilization ratio' field directly editable? Currently, it's set to a default of 1, but we need to set values like 0.9 or 0.95. While it's possible to adjust this using a detailed diagram, the values changes with e...

Requesting to add NSCP 2022 Philippines Seismic Load(similar to ASCE 7-10) addition to STAAD.Pro. Xstructures can provide all formula and technical documentation

Sometimes these drawings are sent to other colleagues that do 3D modeling, and sometimes do not know that W200x27 TEE === WT100x13. It would be an improvement for the Schedule of Sections and MTOs show the correct WT callout, when a STAAD users sp...

Please allow option to save drawings from AutoDrafter to PDF.

There is currently no way to create a base plate plan in AutoDrafter. Please add it.

Currently only rigid diaphragm option exists in Staad, we need to account for flexible diaphragms.

At present, only storey drift & displacements are reported. There is a need to include storey shear values for both the X and Z directions to support comprehensive analysis.- There is an enhancement request already in place for this. For Euroc...

It is only possible to create a plan/section by selecting a member at that location, and must be in the plane of either a plan or section. MTO take-off "drawing" only shows table - a great addition would be to add the isometric view of the structu...