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authorpriyanka2015-06-24 15:03:17 +0530
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+clear all; clc;
+
+disp("Scilab Code Ex 4.7 : ")
+
+//Given:
+P = 15; //kN
+a_ab = 25; //mm^2
+a_ef =a_ab;
+a_cd = 15; //mm^2
+l_ef = 0.5; //m
+l_ce = 0.4; //m
+l_ac = 0.4; //m
+
+//Calculations:
+
+//Equilibrium:
+//In the y direction ; F_a +F_c +F_e = P
+//of moments: -F_a(l_ac)+ P(l_ac/2) +F_e(l_ce) = 0
+
+//Compatibility equation for displacemnts:
+coeff_Fc = (1/a_cd); //coefficient of Fc
+coeff_Fa = (0.5/a_ab); //coefficient of Fc
+coeff_Fe = (0.5/a_ef); //coefficient of Fc
+
+//Using matrices to solve the 3 Equations:
+A = [1 1 1; -l_ac 0 l_ce; coeff_Fa -coeff_Fc coeff_Fe];
+b = [P ; -P*(l_ac/2); 0];
+F = A\b;
+
+
+F_a = F(1);
+F_b = F(2);
+F_c = F(3);
+
+//Display:
+
+
+printf("\n\nThe force in rod AB = %1.2f kN',F_a);
+printf('\nThe force in rod CD = %1.2f kN',F_b);
+printf('\nThe force in rod EF = %1.2f kN',F_c);
+
+//--------------------------------------------------------------------END--------------------------------------------------------------------------
+