Factored Resistance Table (Limit States Design Values)
Factored resistances assume standard term load duration; reduce value where other load durations govern. Do not increase value for short-term load duration.
Factored resistances have been calculated in accordance with CSA O86-14 assuming dry service condition (KS = 1.00)
and seasoned lumber (moisture content ≤ 15%) at time of fabrication. For unseasoned lumber (moisture content > 15%)
multiply tablulated values by 0.80. For wet service condition multiply tablulated values by 0.67.
Do not use ETB connectors with preservative-treated woods.
Factored resistances shown are the lower of the test value, the fasterner capacity or the effective shear capacity of the joist assuming joist and headers are same species.
Substitution for fasteners is not permitted. All fasteners must be used as specified.
Nails: 16d HDG = 0.162" dia. x 3 1/2" long hot-dip galvanized.