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+clear all; clc;
+
+disp("Scilab Code Ex 5.9 : ")
+
+//Given:
+d = 50; //mm
+r = d/2;
+c = d/2;
+l_buried = 600; //mm
+G = 40*10^3; //MPa
+F = 100; //N
+l_handle= 150; //mm
+l_ab = 900; //mm
+
+//Internal Torque:
+T_ab = F*2*l_handle;
+t = T_ab/l_buried;
+
+//Maximum Shear Stress:
+J = (%pi/2)*(r^4);
+tou_max = (T_ab*c)/(J);
+
+//Angle of Twist:
+
+x0=0;
+x1=l_buried;
+X=integrate('x','x',x0,x1);
+
+phi_a = ((T_ab*l_ab)+(50*X))/(J*G);
+
+//Display:
+
+
+
+printf('\n\nThe maximum shear stress in the post = %1.2f N/mm^2',tou_max);
+printf('\nThe angle of twist at the top of the post = %1.5f rad',phi_a);
+
+//---------------------------------------------------------------------------END----------------------------------------------------------------------------
+