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Calculation: RTU Analysis 7_16 {5-7} <br /> Screw&Light Gauge Steel Connection: *Connection Description <br /> Allowable Screw Capacities to CFS: <br /> Shear Load: 69 lb Shear of #10 Screw in 43 mils(33ksi)= 263 lbs <br /> Tension Load: 44 lb Pull-Out of #10 Screw in 43 mils(33ksi)= 109 lbs <br /> Pull-Over of #10 Screw in 43 mils(33ksi)= 345 lbs <br /> Effective Shear Fasteners#: (1 ) Effective Tension Fasteners#: (1) <br /> Shear Load: 69 lb per fastener Tension Load: 44 lb per fastener <br /> VALLow: 263 lbs 0.262 OK TALLow: 109 lbs 0.404 OK <br /> Unity Check: 0.2624 + 0.404 = 0.666 OK <br /> Bearing-Type Bolt Design: Design Method- ASD n= 2.00 <br /> Shear: 0.3 kips Type: A307 <br /> Tension: 0.8 kips Fnv: 27 ksi Fnt: 45 ksi <br /> f11,: 1.3 ksi F' ,: N/A ksi <br /> Diam.= 0.500 in. Ab= 0.196 in <br /> Effect.Shear Fasteners#: ( 1 ) <br /> Shear Load= 0.3 kips per fastener <br /> Vn/S2= 2.651 kips 0.09 OK <br /> Effect.Tens.Fasteners#: ( 1 ) <br /> Tension Load= 0.8 kips per fastener <br /> Tn/S2= 4.418 kips 0.18 OK <br /> 13228 NE 20th St.,Suite 100,Bellevue,WA 98005 425 614-0949 <br /> Project: Casino Road RTU Pg.No: A-7 <br /> AU E Address: 2525 Casino Rd,Everett,WA 98204 Date: 12/22/2023 <br /> Client: ACCO Engineered Systems Job No.: 23454 <br />