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clear all; clc;
disp("Scilab Code Ex 6.27 : ")
//Given:
sigma_y = 250; //MPa
t = 12.5; //mm
w = 200; //mm
h = 225; //mm
//Maximum Elastic Moment:
yy = (h+t)/2;
I1 = (1/12)*(w*t^3) + (w*t*yy^2);
I = (1/12)*(t*h^3) + 2*(I1);
c = 125; //mm
My = (sigma_y*I)/(c); //Flexure Formula
//Plastic Moment:
C1= sigma_y*t*(h/2);
C2= sigma_y*t*(w);
Mp = (2*56.25*C1) + (2*yy*C2);
//Shape Factor:
k = Mp/My;
//Display:
printf("\n\nThe shape factor for the beam = %1.2f ',k);
//------------------------------------------------------------------------END---------------------------------------------------------------------------------------
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