I went around looking for a way to plot a table with all the lengths of frame members. If you could have profile weights there, so much the better.
Anybody holds a clue to that? It seems ridiculous a software like sap2000 would have the option in a tick!
I'm looking for a sound way to do this.
In case I want to model steel purlins but don't want to model the decking itself, and still I want the load to be dispersed as an area load between purlins (I.e. through a non rigid surface) I tried tinkering with the modifiers but it was not it, sometimes...
Hi, someone knows if there is a way to release the edges of an area element the way you might do with a frame element? I want it to be bound to a beam without transfering any moment as if pinned.