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ANDERSON & ASSOCIATES CONSULTING ENGINEERS. INC. <br />390% VILA 1,- 109 ORM. MOCIONVIUA R,OE:DA $22: 7 1*04 111-NI Re *064 n,•7771 <br />UGMT DUTY TRUSS <br />STRUCTURAL CAPACITY <br />4. Cheelt 1 /r Wek, st 3/8' G«*met Plato <br />to <br />UD 5.813 <br />Lp -a -• 0.913 In <br />2 <br />Lp= 3.71 A <br />tw ·e 0. 215 /01/00 W•kil <br />Delirmine Allewabli Force At Chord Member <br />P, .= FwILP.0.707·tw-4 Pp -6.574 kips <br />kam.ns <br />The Weld at *e Chorci %0 VerMeal and Holizefttal Memben Cont-ols ·82 Member Bon*,0C.*19,! <br />Where:dic e LD Cente,Nni Chord Dirn-lon <br />14ew . C Pew·dx· 2 <br />t2 Mew =8.837 ft-1®S <br />8: Ch•nk Conneclian Berdng Capacity <br />Check Capmetty M Mioh St,eng* Bolted (5/8' da, SAC Gmde 8) Connedon <br />Pbolt ·. 15 2 » ( Pbok = 0.33Fu * Ab c 0.33* 160 10* 0.307) <br />Where:db -6.75 Centmllne Bolt Dimermlon <br />Pbolt *·2M.b ·: .M•b =17.112 <br />SUM£UD <br />The MImbe, Capedty Cont,* for Ae High Strengah Belt C)*Gion <br />R'*08 HIghs#:»,pel <br />aoR <br />Mew = 8.837 ft-kips tah St,Ing», Bolt Deeign Mat / Mow· /000 <br />7 --i,321-1 - C 4 -1 ·21·11'.1 ·11 3