Laserfiche WebLink
5-01-18 Icon Identity Solutions Sht.2 of 2 <br /> Stress Area: (in.2) MntB]tArea:_ MntBltDia2 MntBltArea=0.11 <br /> (Based on nominal diameter perAISC 4-3) 4 <br /> Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 <br /> Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea Allwshr= 1104 <br /> Number of Mounting Bolts: NoBlt:= 8 <br /> (Four mounting bolts across the top and bottom.) <br /> Shear Load per Mounting Bolt: (]bs.) ShrMntBlt= ShrSgn ShrMntBlt=34.352 <br /> NoBlt <br /> Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctSgn TenMntBlt=96.49 <br /> NoBlt <br /> ShrMntBlt TenMntBlt <br /> Unity Check: UCMntBlt:_ + UCMntBlt=0.075 < 1.00 OK <br /> Mounting Bolts AllwShr AllwTen <br /> Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EIF'S,as fisted: <br /> TEK screws in metal studs. <br /> Lag bolts in wood studs. <br /> Toggle bolts in plywood sheathing. <br /> All thread bolts with blocking between studs without plywood. <br />