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+//find
+clc
+//solution
+//given
+tL=140000//N
+ns=4
+n=10
+L=500//mm
+dx=80//mm
+E=200000//N/mm^2
+f=600//N/mm^2
+W=tL/8//N
+//let t be thickness and b be th width
+//f=6WL/(nbt^2)
+//nbt^2=87.5*1000...eq1
+//dx=6WL^3/(nEbt^3)
+//nbt^3=0.82*10^6....eq2
+//from eq1 and eq2 ,we get
+t=10//mm
+b1=87.5*1000/(n*t^2)
+printf("width using bending stress is,%f mm\n",b1)
+b2=0.82*10^6/(n*t^3)
+printf("width using deflection is,%f mm\n",b2)'
+printf("taking larger value 87.5 mm into account...") \ No newline at end of file