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TSE Engineering Page: <br /> MULTIPLE BOLT CONNECTIONS Description of Connection: <br /> Truss Block Bolts <br /> PARALLEL TO GRAIN LOADING <br /> GEOMETRY FACTOR <br /> Bolt Diameter= 0.75 in. <br /> Bolts per Row= 2 <br /> Number of Rows= 1 CA <br /> Row Spacing = 3 in. >=1.5D, o.k. <br /> Edge Distance= 1.25 in. >=1.5D, o.k. <br /> Bolt Spacing = 6 in. >=3D o.k. 1.000 <br /> End Spacing= 6 in. >=3.5D, o.k. 1.000 " <br /> T or C Connection ? T <br /> CA = 1.000 <br /> GROUP ACTION FACTOR <br /> Em = 1.4 x10^6 psi <br /> • Am = 19.25 inA2 EmAm = 26950000 <br /> Es= 1.4 x10^6 psi <br /> As= 16.5 inA2 EsAs= 23100000 <br /> REA= 0.857143 <br /> y-= 116913.4 <br /> u = 1.028198 <br /> m = 0.789051 <br /> Cg = 0.998 <br /> LOAD DURATION FACTOR <br /> Co= 1.15 <br /> PENETRATION DEPTH FACTOR <br /> p = N/A <br /> Cd= 1.000 <br /> TRUSS REACTION: <br /> Snow= 25 P- 3864 OK <br /> i= 1 Cs= 1 0.77 <br /> Span= 20 DL= 3 <br /> Bay= 12 OH= 1.5 <br /> CONNECTION ALLOWABLE FORC <br /> Z° = Z * CA * Cg * Co * Cd * Qty. <br /> 2191 1.000 0.998 1.15 1.000 2 <br /> Allowable Z°= 5028 lbs. <br /> 05E: (a) fg°L-T5 <br /> jf� <br /> - - 1 <br />