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...

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...

It is understood that while performing response spectrum analysis, the scale factor (V_b/V_B ) Where,V_b=Equivalent static base shear,〖 V〗_B Response spectrum base shear), is automatically accounted for calculation of design base shear. But,this s...

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) ...

Are there any plans to use the Water Tank module in Structure Wizard in the Physical Modeler to create a retaining wall module? It seems like this could be developed easily from the water tank module.

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated

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