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+// Problem no 4.4.4,Page No.92
+
+clc;clear;
+close;
+F_C=30;F_D=30;F_E=30 //KN //Pt Load at C,D,E respectively
+L_AE=1.5;L_ED=1.5;L_DC=1.5 //m //Length of AE,ED,DC respectively
+L_CB=0.5 //m //Length of CB
+L_AC=4.5 //m //Length of AC
+L_AD=3 //m //Length of AD
+w=10 //KN/m //u.d.l
+L=5 //m //Length of beam
+
+//Calculations
+
+//Shear Force Calculations
+
+//Shear Force at B
+V_B=0 //KN
+
+//Shear Force at C
+V_C1=-w*L_CB
+V_C2=-w*L_CB-F_C //KN
+
+//Shear Force at D
+V_D1=-w*(L_DC+L_CB)-F_C*L_DC
+V_D2=-w*(L_DC+L_CB)-F_C-F_D //KN
+
+//Shear Force at E
+V_E1=-w*(L_DC+L_CB+L_ED)-F_C*(L_DC+L_ED)
+V_E2=-F_C-F_D-F_E-w*(2*L_ED+L_CB)
+
+//Shear Force at A
+V_A=-w*L-F_C-F_D-F_E
+
+//Bending Moment Calculations
+
+//Bending Moment at B
+M_B=0
+
+//Bending Moment at C
+M_C=-w*L_CB**2*2**-1
+
+//Bending Moment at D
+M_D=-w*(L_DC+L_CB)**2*2**-1-F_C*L_DC
+
+//Bending Moment at E
+M_E=-w*(L_DC+L_CB+L_ED)**2*2**-1-F_C*(L_ED+L_DC)-F_D*L_ED
+
+//Bending Moment at A
+M_A=-w*L**2*2**-1-F_C*L_AC-F_D*L_AD-F_E*L_AE
+
+//Result
+printf("The Shear Force and Bending Moment Diagrams are the results")
+
+//Plotting the Shear Force Diagram
+subplot(2,1,1)
+X1=[0,L_CB,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE,L_CB+L_DC+L_ED+L_AE]
+Y1=[V_B,V_C1,V_C2,V_D1,V_D2,V_E1,V_E2,V_A,0]
+Z1=[0,0,0,0,0,0,0,0,0]
+plot(X1,Y1,X1,Z1)
+xlabel("Length x in m")
+ylabel("Shear Force in kN")
+title("the Shear Force Diagram")
+
+//Plotting the Bending Moment Diagram
+subplot(2,1,2)
+X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_ED,L_CB+L_DC+L_ED+L_AE,L_CB+L_DC+L_ED+L_AE]
+Y2=[M_B,M_C,M_D,M_E,M_A,0]
+Z2=[0,0,0,0,0,0]
+plot(X2,Y2)
+xlabel("Length in m")
+ylabel("Bending Moment in kN.m")
+title("the Bending Moment Diagram")