It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).

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...

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.

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...

Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...

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.

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...

your soft does not support codes for designing as per Indian Codes request if you could incorporate the same since the software is a wonder full product

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...