currently, only 2 decimal numbers are displayed for plate thickness. when there are different plate thickness are input, and the thickness differences is on the 3rd decimal number, it will be hard to figure out which one is which, since they are d...

Provide a method for defining surfaces which curve out of plane so that they can be used to create curved walls

Please could you incorporate some "basic functions" of Excel spreadsheet Tables into "STAAD Results table". This could be a row (with drop down tools) at the Top of the results tables. At the very least, just a few of these functions may help such...

To update/include the specifications for mexican regulation for Ciudad de Mexico to the latest version 2023 which include loads specifications, seismic, wind, or at least the steel and concrete.

Staad by default adds some materials to the model (please refer to the snapshot attached). Majority of these will not be used during automation (as the materials will be created separately based on the need) and hence the materials section remains...

In recent times, I have been designing a large number of buried underground structures. (I figured many Engineers may have similar experiences on this too). For buried structures, a few of the applied loads are a function of a single variable i.e....

Could you please add shortcut to view Plate stresses Graphical Contours ( Mx, My, Mxy, SQx, SQy, Sx, Sy) in the Customize quick commands Pop-Up shortcut using space bar. The current function only brings up tables which is a bit cumbersome when mak...

Please add the ability to automatically generate wind loading to eurocodes.

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...