I think it is a good idea to allow users to name their Tapered sections as with the prismatic sections or sections created by user table. Because many times user creates many tapered sections in his model, andt when it comes to modifying one of th...

Add the ASME-STS-1 2021 file as an option for the results of the analysis. There are only four equations from ASME, then everything defaults to AISC 2016, so most of the work is done.

SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...

It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This ...

Include a Design category as part of the load case/combination definition so that when a design includes the load case/combination, it 'knows' how to consider the analysis results in the design without having to create a load envelope of a given t...

A really useful feature for steel structures would be a function to sort all the section properties alphabetically/numerically. In large structures it becomes very hard to follow what section is what once you hit around 100 different section prope...

The Transfer Loading dialog in the Piping workflow is limited in functionality. It could be improved by adding a checkbox to change the Action and Class columns for all loads. If I want to change all the loads to primary loads, it is very tedious ...

Inserting node on the curved beam should be made available. Currently, it is not avialble . we have import the auto cad DXF to go ahead

I think it will be better during design in RCDC,to select the concrete grade of column separately from that of wall.Concrete grade should be divided into two parts one for columns and the other one for walls.

Currently design of I plate with cover plates are not yet implemented in Euro code for STAAD. This idea is to add support for this capability.