When there are many types of load definitions, it is difficult to distinguish which one each load is. If you can customize the name, it will be easier to distinguish and verify

according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.

HDR designs many concrete water tanks (round and square). We use STAAD to generate a FEM mesh and then use the stresses to design the concrete elements with load factors unique to ACI-350.

Hello i would like to give a suggestion when modelling a structure and create a mesh using parametric model after generating mesh we know the beams are broken into parts depending on the mesh size, if one decides to delete the mesh, then the disin...

Hi, I am wondering when STAAD RCDC would be equipped with CSA A23.3? Thanks

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...

In design of buildings sometimes we need to takeup tapered bracket or counterbalance supported tapered cantilever cross section At the moment we can not design tapering cross section in staad pro connection edition

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

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'd be nice to be able to use the take-off command on plate elements. Similarly to beams where the take off give the section, length, and weight. Having the take off give thickness, area, and weight would be really helpful.