Rainbowtrout
Structural
- May 8, 2014
- 36
I am designing a very small building, 22 ft by 7'-8" actually. The structure will be CMU and have type B roof deck. My question is, because the span is so small, is it common to use deck only as a flexible diaphragm - by which I mean no joists no beams? I am going to use 7'-8" as the span and select fastener layout per SDI.
Thanks in advance!
Thanks in advance!