This problem is occurring on RAM Structural System v8 i 14.05.03.00 My problem is pretty straightforward. I have a model that was designing composite beams correctly. However, when I added a couple of cantilever beams and changed the deck/slab area…

Can someone tell me how to stretch the joist envelope out to the end of a top chord extension. I know with XM this could be done with a simple stretch command, but with V8i when I try to stretch it the whole joist moves along with it. Any help would be…