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Truss shear reinforcing: <br />0 <br />N <br />1210/1.33' = 907plf @ vert <br />#8 x 2" wood screw = 711bs/screw * 1.15 = 821bs/screw <br />1210/82 = 14.7 nails, use 8 per side (16 total at vert) = 16*82 = 1312lbs > 12101bs = okay! <br />1210*cos 19'=1142lbs / (46"/12") = 300plf = #8x2" screws @ 3"o/c t&b chord <br />use #8 x 2" screws @ 2"o/c at shortened reinf. <br />Hanger = 1/2" + 1 1/2" + 1/2" = 2 1/2", use HU38 (16801b allow) <br />Design Method <br />Allowable Stress Design (ASD) v <br />Connection Type <br />Lateral loading <br />Fastener Type <br />Wood Screw v <br />Loading Scenario <br />Single Shear <br />Main Member Type <br />Douglas Fir -Larch <br />v <br />Main Member Thickness <br />1.5 in. <br />v <br />Main Member: Angle of <br />Load to Grain <br />0 <br />Side Member Type <br />Plywood (Structural 1 grade) <br />v <br />Side Member Thickness <br />15/32 in. <br />Side Member: Angle of <br />Load to Grain <br />0 <br />Wood Screw Number <br />8 (D = 0.164 in.) <br />Length <br />2 in. <br />v <br />Load Duration Factor <br />C D = 1.15 <br />Wet Service Factor <br />C M = 1.0 <br />v <br />End Grain Factor <br />C_eg = 1.0 <br />Temperature Factor I <br />I C_t = 1.0 <br />v <br />Connection Yield Modes <br />Im <br />3831bs. <br />Is <br />1491bs. <br />II <br />128 lbs. <br />IIIM <br />1421bs. <br />IIIs <br />1182lbs. <br />IV <br />11 1061bs. <br />Adjusted ASD Capacity 82 lbs. <br />Fastener length exceeds total connection thickness <br />Page 14 of 24 <br />