IJR
Structural
- Dec 23, 2000
- 774
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
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