Allowable Shear of Wood Panel Diaphragms
Allowable Shear of Wood Panel Diaphragms
(OP)
Does anyone know of allowable shear values for wood diaphragms with panel thicknesses greater than 19/32"? The architect is asking for a 1" structural panel for the subflooring.
Ideally I would like a continuation of 2003 IBC Table 2306.3.1 (NDS Structural Panel Supplement Table 3.1B)
TIA
Ideally I would like a continuation of 2003 IBC Table 2306.3.1 (NDS Structural Panel Supplement Table 3.1B)
TIA






RE: Allowable Shear of Wood Panel Diaphragms
You might look to APAwood.org for some help...
RE: Allowable Shear of Wood Panel Diaphragms
RE: Allowable Shear of Wood Panel Diaphragms