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.

If the slenderness ratio meets the requirements, but its normalized ratio is not shown in the utilization table, can the slenderness ratio be added to the utilization table, which will help the designer to understand the condition of the member.

It would be useful if Mass Model generator is included in physical Modeller.

Currently we cannot import Etabs latest version files in RCDC. Creating a .accdb file takes a lot of time. So this capability is essential

automated tool for hydrostatic loading should be included

similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.

we conventionally add a new job and assign all the parameters from scratch while trying to replicate a similar footing desing within the same STAAD.Foundation file. however adding a cop/replicate/clone job might save time avoid the chance of missi...

Staad foundation advance supports design of structural strap of strap foundation as per ACI code , i.e not designed the structural strap of strap foundation as per Indian code. Hence add the features of design strap foundation along with structura...