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clear all; clc;
disp("Scilab Code Ex 13.12 : ")
//Given:
L = 1600; //mm
K = 2;
l = 80; //mm
b = 40; //mm
e = 20; //mm
c = 40; //mm
//Calculations:
I1 = (1/12)*(l*b^3);
A = l*b;
r = sqrt(I1/A);
sl_ratio = (K*L)/(r);
//Eqn 13.26:
sigma_allow = (378125)/(sl_ratio^2);
I2 = (1/12)*(b*l^3);
coefficient = (1/A) + (e*c)/I2;
sigma_max = sigma_allow;
P = sigma_max/coefficient;
P = P/1000;
//Display:
printf('\n\nThe load that can be supported if the column is fixed at its base = %1.2f kN',P);
//------------------------------------------------------------------------END-----------------------------------------------------------------------------------
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