STAAD.Pro 2024 output data is published via the Reports module. That data for one structural model can be used to present different subjects. Unfortunately, the 2024 report pages do not include a line in the header to show the "SUBJECT" of that pr...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

It is new code introduced by IS Commitee for Steel Design. Those engineers working on STEEL Design across any industry will have to use all codal provisions suggested by IS8168. Accordingly STAAD Pro has to be upgraded.

Currently the only way to check the deflection of a slab is to review the deflected shape of the shells' mesh, or in the tabulated results. It would be very useful if the contour plots for shells included the option to contour deflections as well ...

Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.

For Inclusion of built up section in standard I section combination with Channel section on top flange, which is widely used for gantry girder.

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...

Mesh size in FEM in staad is yet controversial topics, as different trials for different mesh size gives very diverse and biased result, Hence perfect mesh size for more accurate plate result needs to incorporate.

The AutoForm tool helps speed up generation of PMembers within an analytical modeler. Would be nice to have the ability to number physical members similar to how nodes and analytical elements like beam, plate, and solid elements are renumbered.