Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.

It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...

In STAAD.Pro Advanced 2024, please add tool to adjust the scale (size) of the "Beam Orientation" arrows. it is impossible to distinguish from one member to another with the arrows so large.... this was an isolated view of a portion of a much large...

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

As staad pro capable to suggest and optimise steel member size, similarly staad should also be capable to suggest and optimize RCC members' section sizes, like beams, columns,shear walls, slabs, slabs etc. so that manual efforts would be minimised...

RCDC should read and and design shear wall and retaining wall having tapered section. Stepped shear wall design should also be done in RCDC.

To determine stability analysis of raft foundation in SFA, Automatic features (by few clicks) is not available in SFA, rather much more manual, repetative, tedious and time consuming process, which lessens the efficiency and deliverables of softwa...

For designing of "ring wall foundation" in SFA, as of now, only "Ground supported ring wall foundation design" available in SFA. But "Pile supported ring wall foundation design " isn't available. So it is necessary to implement the same in SFA.

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...