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+// Problem no 4.4.10,Page No.100
+
+clc;clear;
+close;
+w=10 //KNm //u.d.l on L_AD
+F_D=20 //KN //Pt Load at D
+M_C=240 //KNm //moment at Pt C
+L_DC=2;L_CB=2 //m //Length of DC and CB
+L_AD=4 //m //Length of AD
+L=8 //m //Length of Beam
+
+//Calculations
+
+//Calculations
+
+//Let R_A & R_B be the reactions at A & B
+//R_A+R_B=60
+
+//Taking Moment at A
+//M_A=0=-R_B*L-M_C+F_D*L_AD+w*L_AD**2*2**-1
+R_B=-(M_C-F_D*L_AD-w*L_AD**2*2**-1)*L**-1
+R_A=60-R_B
+
+//Shear Force Calculations
+
+//Shear Force at B
+V_B=R_B
+
+//Shear Force at C
+V_C=V_B
+
+//Shear Force at D
+V_D1=V_B
+V_D2=V_D1-F_D
+
+//Shear Force at A
+V_A=V_D2-w*L_AD
+
+//Bending Moment Calculations
+
+//Bending Moment at B
+M_B=0
+
+//Bending Moment at C
+M_C1=R_B*L_CB
+M_C2=M_C+R_B*L_CB
+
+//Bending Moment at D
+M_D=R_B*(L_DC+L_CB)+M_C
+
+//Bending Moment at A
+M_A=R_B*L+M_C-w*L_AD**2*2**-1-F_D*L_AD
+
+//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_DC,L_CB+L_DC,L_CB+L_DC+L_AD]                   
+Y1=[V_B,V_C,V_D1,V_D2,V_A]
+Z1=[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_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD]
+Y2=[M_B,M_C1,M_C2,M_D,M_A,0]          
+Z2=[0,0,0,0,0,0]
+plot(X2,Y2,X2,Z2)
+xlabel("Length in m")
+ylabel("Bending Moment in kN.m")
+title("the Bending Moment Diagram")