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 ...

Latest code released in 2023 for designing of steel members is STILL not available in STAAD.Pro. This has already been implemented in MIDAS.

Details: Generation of Native Tables: STAAD.Pro Advance should create tables using Microsoft Word's internal structure. Basic Format Maintenance: Maintain borders and initial alignment to facilitate identification, prioritizing editability. Text N...

If i create any member using "Shape Editor" using built up members (Stadd pro version 24.00.02.354), then during "3d rendering" it shows only line diagram. Although this problem is continuing from the earlier version also. Is ther any solutions of...

In light of the increasing opportunities in the construction business in Brazil, we strongly hope that STAAD Pro will support the Brazilian codes "NBR" in STAAD Pro. Specifically, we would like to see the following representative NBR codes include...

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...

in standard section data base only 90Deg hat is available, we are mostly using 75Deg hat

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...

Please allow option to save drawings from AutoDrafter to PDF.