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, . '7j�� <br /> Larson Engineering,Inc <br /> 2801 E. Enterprise Ave, Suite 200 <br /> Appleton,Wisconsin 54913-7889 La rs o n <br /> (920)734-9867 Fax(920)734-9880 <br /> Revision Date 9/23/2010 <br /> Date 5/30/2013 Ref: NDS 2005 <br /> Project Name <br /> Project Number <br /> Bolt(input) <br /> Bolt diameter 0.75 <br /> Theta 90 (maximum angle of load to grain for any member in connection 0<=0<=! <br /> Thetam 90 (Load angle to grain for Main member 0<=0<=90) <br /> Bolt Yield strength 45000 <br /> Thetas 90 (Load angle to grain for Side membe0<=0<=90) <br /> bolt length 22 <br /> Main Member Side member(s) <br /> Thickness(in.) 10.5 Thickness(in.) 10.5 <br /> Depth 7.25 Depth 7.25 <br /> FeParallel(psi) 5600 FeParallel(psi) 5600 <br /> FePe�p(psi) 2600 FePerp(psi) 2600 <br /> Em 1.40E+06 Es 1.40E+06 <br /> Metal or Wood wood <br /> Hardwood or softwood softwood <br /> Tension or compression tension <br /> Outputs Outputs <br /> Fetheta(psi) 2913.346 Fetheta(psi) 2913.3459 <br /> Initial Calculations <br /> Rt 1 <br /> Re 1 <br /> ktheta 1.25 <br /> k1 0.414214 <br /> k2 1.039023 <br /> k3 1.039023 <br /> Sins�le Shear <br /> Mode Z <br /> Im 4588.52 <br /> Is 4588.52 <br /> II 2111.81 <br /> Illm 1986.49 <br /> Ills 1986.49 Controlling Z 929.62 Ib <br /> IV 929.62 <br />