All ideas

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

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.

Hello i would like to suggest that RCDC to upgrade and enable it to design any type of beam shape which is created in USERTABLE of STAAD.Pro. i tried early to create a T beam in USERTABLE but after analysis this T beam was not recognized by RCDC

When completing a design in RCDC if the member fails, you cannot edit the rebar. I would like to be able to edit reinforcement. Then after the reinforcement is added, I would like it to print a full report so I can see what is failing. This is so ...

Imperial system of construction (Feet Inches) is still very much in use at remote locations in india. Beams, slabs etc allow input of mm in decimal range for equivalent "in" cross section, such functionality is unavailable in coumns and I have to ...