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clc
//
//Variable declaration
tf=0.770 // Distance(in)
//Calculation
I=(394 + 2*((1/12)*(12)*(0.75**3) + (12)*(0.75)*((5.575**2)))**0) // Centroidal moment of inertia(in**4)
t=2*tf // Distance(in)
Q=(2*(4.31*0.770*4.815) + (12)*(0.75)*(5.575))
t=(((50)*(82.1))/((954)*(1.54))) // Shearing stress(ksi)
// Result
printf("\n Horizontal shearing stress = %0.3f ksi' ,t)
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