I propose an enhancement in STAAD.Pro to simplify and automate the deflection check process for beam-type elements by facilitating the assignment of DFF , DJ1 , and DJ2 parameters, as well as the selection of appropriate load combinations for each...

We would like to propose the incorporation of an image in the input data that shows the selection in the structure of the connections being calculated. This functionality would apply to the calculation reports exported by the "Connection Design" m...

I would like to suggest a significant improvement to the software. Currently, marking each connection one by one in engineering drawings is time-consuming and prone to errors. It would be extremely useful to link the connections generated in Conne...

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...

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...

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...

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 most projects, equal angle sections are commonly used. However, the current section database includes a combined list of both equal and unequal angle sections under the same category. To improve workflow efficiency, we request that these be sep...

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...