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+
+clear//
+
+//Variable Declaration
+A=2630 //Area in mm^2
+y_bar=536.6 //Neutral Axis depth from top in mm
+tau_w=100 //Allowable stress in MPa
+sigma_b_w=280 //Allowable bending stress in MPa
+d=0.019 //Diameter of the rivet in m
+t_web=0.01 //Thickness of the web in m
+I=4140 //Moment of inertia in m^4
+V=450 //Max shear allowable in kN
+
+//Calculations
+Q=A*y_bar //first moment in mm^3
+Fw=(%pi*d**2)*tau_w*10**6 //Allowable force in N
+Fw_2=d*t_web*sigma_b_w*10**6*0.5 //Allowable force in N
+e=Fw_2*I*(V*10**3*Q*10**-3)**-1 //Allowable spacing in m
+
+//Result
+printf("\n The maximum spacing allowed is %0.1f mm",e*1000)