The ability to apply horizontal moving loads that move in the vertical direction (up a column) (e.g. elevator loads on a column).

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.

For Blast loads in some cases we have to apply blast load in all the direction i.e x and z in different load cases. presently the time history load is possible only in one load case. Time history should be allowed to be added in mutiple load cases

Need an Option to Design Beam supported by RC Column at one end and Steel bracket at other end. Currently RCDC doesn't recognize steel cupport and designing a beam s Cantilever which is not actual condition. This kind of Beam arrangment is require...

Currently, ASCE7-22 is not available in STAAD. Pro. Wind and Seismic load generation with this code is required for our project execution.

It would be nice to tell the optimizer to optimize to angles where the angle legs are equal. By default I prefer to specify equal legs, as it eliminates confuse and chances of error when the legs are the same size. So even if the optimizer suggest...