I would like to import a Staad model to SFA then design a pile cap based on the reactions and then design the piles supporting the pile cap. I see that there is a drilled pier module within plant foundations, but I can't seem to import the loads. ...

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

Design of raft foundation in RCDC FE/RAM concept doesn't report about the stability of foundation like against overturning, sliding, max.base pressure etc

North America users, Canadian Users.

We are really appreciate that rebar 6 and 9 mm were added to RCDC recently(update2023). But we would like to request another function that the fy can be assigned to specific rebar number and also differ to each rebar. For example, If we have RB 9m...

Currently in Column Design, RCDC has a limit on the maximum value of the effective length factor and users cannot modify this limit value 5. I want RCDC to lift the restriction on this factor. In my case as per attached staad, Column effective len...

While doing design of beam using Staad file interface at each level selected beams need to be design as per Staad design envelope. 1) Along X-direction grid design will be one envelope. 2) Along Z-direction grid design will be second envelope. 3) ...

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.

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

Design of foundation with shear link is not available in staad foundation advance (SFA). It is very necessary to implement the design of various foundation/s along with shear link design options also. Especially as per Indian standard codes.