Direct Interoperability and Intelligent Mapping: Integrate STAAD Pro, STAAD Foundation, Revit, and Advance Steel with native plugins or features for one-click model transfers. Implement an automatic and precise mapping system for materials and sec...

As of now, STAAD. Pro supports the older version of IS 802, specifically IS 802:1995, for the design of steel structures such as gantry structures and equipment support structures The updated version, IS 802:2023, which includes revised load facto...

Serviceability check doesn't work when using sections from Mexican Tables or prismatic sections producing the error: "To use this tool the model should have section profiles and materials assigned to all members." When I change all my sections to ...

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 ...

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...

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...

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...

Currently, accidental torsion analysis is only supported when using the Standard response spectrum excluding Eurocode, which needs to be specified. The functionality is not available for Custom spectra, which is a critical limitation that needs to...

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...