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+// exa 4.1 Pg 102
+clc;clear;close;
+P=6;// kN
+
+//dimensions of plate
+r=5;//mm
+d=40;//mm
+D=50;//mm
+d0=10;//mm
+w=40;//mm
+Sut=200;//MPa
+n=2.5;// factor of safety
+
+//Fillet -
+rBYd=r/d;
+DBYd=D/d;
+Kt=1.75;// factor
+printf('for stepped plate under tension, Kt=%.2f for r/d = %.3f & D/d = %.2f ',Kt,rBYd,DBYd)
+t=poly(0,'t')
+sigma_max = Kt*P/t;// N per mm sq.
+
+// Hole -
+d0BYw=d0/w;
+Kt=2.42;// factor
+printf('\n for finite width plate under tension with a hole, Kt=%.2f for d0/w = %.2f',Kt,d0BYw)
+sigma_max_into_t = Kt*P/(w-d0);//N/mm sq.
+
+//Design stress
+sigma_d = Sut/n;// MPa
+//putting sigma_max=sigma_d
+t=sigma_max_into_t/sigma_d*1000;// mm
+printf('\n Thickness of plate = %.2f mm or %.f mm',t,t)
+
+