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+clc
+//
+
+
+// Variable declaration
+sY=240 // Yield strength(MPa)
+A1=(0.1*0.02) // Area of cross section(m**2)
+A2=(0.02*0.02) // Area of cross section(m**2)
+A3=(0.02*0.06) // Area of cross section(m**2)
+A4=(0.06*0.02) // Area of cross section(m**2)
+
+// Calculation
+//Neutral Axis
+A=(100)*(20) + (80)*(20) + (60)*(20) // Total area(mm**2)
+y=(2400-((20)*(100)))/(20) // Distance(mm)
+//Plastic Moment
+R1=(A1*sY*1000) // Resultant force(kN)
+R2=(A2*sY*1000) // Resultant force(kN)
+R3=(A3*sY*1000) // Resultant force(kN)
+R4=(A4*sY*1000) // Resultant force(kN)
+
+Mp=(0.030*R1) + (0.010*R2) + (0.030*R3) + (0.070*R4) // Plastic moment(kN.m)
+
+// Result
+printf("\n Case(a) Plastic moment = %0.3f kN.m' ,Mp)