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8-ll-20 ROBERT JAMES&ASSOCIATES,Inc. Shtt.4 of 4 <br /> Stress Area: (in.2) MntBltArea:= -7r.MntBltDia2 MntBltArea=0.11 <br /> (Based on basic pitch diameter perAISC 4-3) 4 <br /> Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 <br /> Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AI1wShr= 1104 <br /> Number of Mounting Bolts in Tension: NoTen:= 1 <br /> Minimum Distance Between Mounting Bolts: (in.) LvrArm= 14.0 <br /> Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= (ShrLtr)•(5.0+ 0.375) TenMntBlt=56.31 <br /> NoTen•LvrArm <br /> Number of Mounting Bolts in Shear: NoShr:= 3 <br /> Shear Loadper Mounting Bolt: (lbs.) ShrMntBlt= ShrLtr ShrMntBlt=48.885 <br /> NoShr <br /> TenMntBlt ShrMntBlt <br /> Unity Check: UCMntBlt:_ + UCMntBlt=0.07 < 1.00 OK <br /> Mounting Bolts AllwTen AllwShr <br /> Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thni EIFS,as listed: <br /> Expansion bolts in concrete or brick walls. <br /> Toggle bolts in hollow concrete block or plywood sheathing. <br /> TEK screws in metal studs. <br /> Lag bolts in wood studs. <br /> All thread bolts with blocking between studs without sheathing. <br />