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clc
//
//Variable declaration
V=1.5 // Force(kN)
y1=0.0417 // Distance(m)
y2=0.0583 // Distance(m)
AreaA=0.100*0.020 // Area(m**2)
AreaB=0.060*0.020 // Area(m**2)
I=8.63*((10**-6)) // Moment of inertia(m**2)
t=0.020 // Distance(m)
//Calculation
//Shearing Stress in Joint a
Qa=AreaA*y1
taweA=((V*Qa)/(I*t)) // Shearing stress in joint a(kPa)
//Shearing Stress in Joint b
Qb=AreaB*y2
taweB=((V*Qb)/(I*t)) // Shearing stress in joint b(kPa)
// Result
printf("\n Shearing stress in joint a = %0.3f kPa' ,taweA)
printf("\n Shearing stress in joint b = %0.3f kPa' ,taweB)
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