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+
+clear//
+
+//Variable Declaration
+d=3*4**-1 //Rivet diameter in inches
+t=7*8**-1 //Thickness of the plate in inches
+tau=14000 //Shear stress limit in psi
+sigma_b=18000 //Normal stress limit in psi
+
+//Calculations
+//Design Shear Stress in Rivets
+V=tau*(d**2*(%pi/4))*4 //Shear force maximum allowable in lb
+//Design for bearing stress in plate
+Pb=sigma_b*t*d*4 //lb
+
+//Result
+printf("\n The maximum load that the joint can carry is %0.0f lb",V)