1 files changed, 30 insertions, 0 deletions
diff --git a/3772/CH9/EX9.3/Ex9_3.sce b/3772/CH9/EX9.3/Ex9_3.sce
new file mode 100644
index 000000000..6dfb0017e
--- /dev/null
+++ b/3772/CH9/EX9.3/Ex9_3.sce
@@ -0,0 +1,30 @@
+// Problem no 9.3,Page no.233
+
+clc;clear;
+close;
+
+dell=1 //cm //Deflection
+FOS=4 //Factor of safety
+E=210 //GPa //Modulus of Elasticity of steel bar
+W=40 //KN //Load 
+
+//Flange Dimensions
+b=30 //cm //width of flange
+d=5 //cm //depth of flange
+
+//Web Dimensions
+d_1=100 //cm //Depth of web
+t_1=2 //cm //Thcikness of web
+
+//Calculations
+
+I_xx=(0.3*1.1**3-0.28*1**3)*12**-1 //m**4 //M.I about x-x axis
+I_yy=2*0.05*0.3**3*12**-1+1*0.02**3*12**-1 //m**4 //M.I about y-y axis
+
+//From the equation of deflection we get
+L=(dell*10**-2*384*E*10**9*I_xx*(5*40*10**3)**-1)**0.25 //m //Length of beam
+P=%pi**2*210*I_yy*10**9*4*(L**2)**-1 //N //crippling Load
+S=P*4**-1 //N //Safe Load
+
+//Result
+printf("The Safe Load is %.2f",S);printf(" N")