Wood Diaphragm Stiffness, Ga
Wood Diaphragm Stiffness, Ga
(OP)
According to NDS SDPWS Table 4.2A "Nominal Unit Shear Capacities for Wood Frame Diaphragms", 15/32" sheathing w/ 10d@6" edge nailing is stiffer than the same sheathing with tighter nail spacing (i.e., 10d@4"), and is also stiffer than thicker sheathing with the same nailing pattern (i.e., 19/32" sheathing w/ 10d@6"). This seems counterintuitive to me. Can anyone explain why?
RE: Wood Diaphragm Stiffness, Ga
Because Ga is a simplification that includes the nail slip term, when we increase the number of nails by tightening up the nail spacing, which then increases the allowable load in the diaphragm, we increase the nail slip. Hence, the non-intuitive Ga numbers in tables 4.2A-4.2C.
19/32" panels have higher allowable loads, and therefore, more nail slip and shear deformation, so the Ga takes a hit.
RE: Wood Diaphragm Stiffness, Ga
RE: Wood Diaphragm Stiffness, Ga
RE: Wood Diaphragm Stiffness, Ga
I think ChorasDen’s explanation makes sense. Basically more nails results in more nail slip.
Thanks for the responses, I don’t have time right now, but I will check back to continue the discussion.
RE: Wood Diaphragm Stiffness, Ga
RE: Wood Diaphragm Stiffness, Ga
Long story short, if using the 4-term, I believe so, if using the 3-term and Ga, I don't know of a convenient way to increase stiffness.