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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)