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.

Add some kind of functionality to categorize "connection types" to simplify reporting of loads. While there is functionality to group members and to group nodes, there is no way to overlap them. When I want the connection loads for certain members...

Hello Development Team, Could you consider adding a quick "button" to execute "un-assign" or " remove load " command from both plate elements & line members ? (Please refer to the attached picture). This tool would work as a quick "reverse ope...

Please allow user to remove multilinear springs in GUI rather than going into the editor to remove 1 or 2 lines of text.

Hello, I found a problem when I have to analyze a structure in two different situation. One with equipment in operation and another one with equipment empty. For eatrhquake I used "Response spectra". It is knows that response spectra use only the ...

When a physical member is created, STAAD should handle the collection of beams as one entity. When a section of material is assigned, it should always be to the physical member. End releases will only exist at the ends of the physical member. Curr...