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clc
//
//
//Variable declaration
tw=5.8 // Distance(mm)
d=349 // Distance(mm)
Vmax=58 // Force(kN)
//Calculation
Aweb=d*tw // Area(mm*2)
Tmax=(Vmax/Aweb)*(1000) // Maximum shearing stress(ksi)
// Result
printf("\n Maximum allowable shearing stress for steel beam = %0.3f MPa' ,Tmax)
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