It is hoped that the API SPEC 4F standard can be added, and the wind load can be quickly loaded in 45°, 135°, and so on.

This is very usefull in viewing, selecting to view, viewing whole structure without zooming out etc. This will make STAAD pro operation faster.

It should work similarly to code checking steel members according to EN 1993-1-1. It would benefit everyone designing aluminum structures due to highly corrosive environments and/or weight restrictions.

Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

at present in the 'Translational repeat' command we have the option to 'link elements' so as to create new 'beam' elements... - could we expand this feature so that: 1) translational repeating a line (parallel to its local X axis) can have the pos...