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+clc
+//
+//
+
+//Variable declaration
+// Reactions
+Rb=40 // Reaction at B(kN)
+Rd=14 // Reaction at D(kN)
+
+// Calculations
+// Shear and Bending-Moment Diagrams
+V1=-20 // Force(kN)
+M1=0 // Moment(kN.m)
+V2=-20 // Force(kN)
+M2=-50 // Moment(kN.m)
+V3=26 // Force(kN)
+M3=-50 // Moment(kN.m)
+V4=26 // Force(kN)
+M4=28 // Moment(kN.m)
+V5=-14 // Force(kN)
+M5=28 // Moment(kN.m)
+V6=-14 // Force(kN)
+M6=0 // Moment(kN.m)
+// Maximum Normal Stress
+S=(1/6.0)*(0.080)*((0.250**2)) // Section modulus of the beam(m**3)
+Mb=(50*(10**3)) // Moment(N.m)
+sM=(Mb/S)/(((10**6))) // Stress(Pa)
+
+// Result
+printf("\n Maximum normal stress in the beam = %0.3f MPa' ,sM)