Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...

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...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

In India many Columns are made with 4 leg of angle with lacing of rod or angle(built-up) STAAD have option of design back to back but it is not have front to front angle configuration

Add the concrete design code for environmental structures into STAAD for designing water retaining structures.

As far as I know, when I need to edit multiple nodes to a desire coordinate, I have to select each of the nodes and input the value one by one, as Staad manage Relative Move only. It would be efficient just to select all the nodes, and type a coor...

The following improvements should be made to Staad Pro 1.The automatic generation of wind load should be made available to Indian code also apart from American code.It will save lot of time in analysis and manual calculation. 2. Automatic creation...

RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification: 1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...