May 1, 2006 #1 IJR Structural Joined Dec 23, 2000 Messages 774 Location TR Etabs will accept a diagonal element(an element spanning between 2 floors) as a brace. And doesnt design it I wanted a slanted beam to be designed. Any way around it? Any warning against use of such elements in Etabs? respects IJR
Etabs will accept a diagonal element(an element spanning between 2 floors) as a brace. And doesnt design it I wanted a slanted beam to be designed. Any way around it? Any warning against use of such elements in Etabs? respects IJR