Design of cantilever slab in RCDC should be added and also slab supported by beams on its two sides and its other two sides free or only three sides are supported by beams and the other side free.

The automatic generation of wind load should be made available to Indian code also apart from American code. It will save lot of time in analysis and manual calculation.

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...

Hello dev team, As of now, STAAD cannot show the section shape from section wizard . This issue may make the engineer confuse about local axis even we can referent to the (v,u) axis. its will be good if STAAD can show the section shape that custom...

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 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...

Hi I have an exceedingly large model which takes hours to run on RCDC. Also, when the model is exported from STAAD to RCDC, all the beam support points are not detected properly by RCDC and I have to spend days just correcting the Beam Continuum. ...

when I use RCDC, the column failed to crack-width,but I want to know the result of failed column crack-width value and calcute to deside how to update the model, update Longitudinal reinforcement or stirrup

For analysis of water retaining structure as per IS 3370,staad CE doesn't support IS3370