Roof Diaphragm
Roof Diaphragm
(OP)
See table 2306.3.1 in IBC 2006.
The column talking about required minimum nominal width of framing members; would a 2-ply truss be sufficient for the 3" requirement?
I am trying to find some commentary or insight on this. My initial thought is no.
The column talking about required minimum nominal width of framing members; would a 2-ply truss be sufficient for the 3" requirement?
I am trying to find some commentary or insight on this. My initial thought is no.






RE: Roof Diaphragm
Mike McCann
MMC Engineering
RE: Roof Diaphragm
RE: Roof Diaphragm
DaveAtkins
RE: Roof Diaphragm
RE: Roof Diaphragm
Mike McCann
MMC Engineering
RE: Roof Diaphragm
Thanks for the input.
At this time, I am pursuing a more conventional (for my area) roof framing design.
RE: Roof Diaphragm
Mike McCann
MMC Engineering