From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes.

In the case of nodes, We can do like this in one line:

Joint Load

10 FX 10 FY -22 FZ 33

I propose You to update the syntax of applying load on beams to have to do It in one line Syntaxe like this:

Member Load

110 UNI GX -0.01 UNI GY 0.2 UNI GZ -0.55

It can be helpfull to applied the hole load in one beam with one line syntaxe.

Thank's in Advance.