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diff --git a/3750/CH1/EX1.12/Ex1_12.sce b/3750/CH1/EX1.12/Ex1_12.sce new file mode 100644 index 000000000..a0d8d225c --- /dev/null +++ b/3750/CH1/EX1.12/Ex1_12.sce @@ -0,0 +1,17 @@ +//Strength Of Material By G.H.Ryder
+//Chapter 1
+//Example 12
+// To Find New Tension in bolts
+SideB=20; //side of square liquid , Unit in cm
+Pc=5; //central load, Unit in KN
+n=4; //Numbers of bolts
+SideF=16; //side of square holding foundation
+Pb=0.5; //tension in bolt, Unit in KN
+shift=2; //shift in line of action of load, Unit i cm
+InitialLoad=Pc+n*Pb; //Initial load on ??????? , Unit in KN
+//This load is distributed over 20cm causing compression of x
+RateOfLoading=(5*8)*(xbye/2)*(7/20); Unit in KN/cm;
+F=RateOfLoading*SideB/2; //Total force in ?????? in oneside, Unit in KN
+C=2/3*SideB/2; //Distance of centroid from centre line , Unit in cm
+//Moment Equation: 2*xbye*SSideB/2+2*F*C=Pc*2
+xbye=Pc*2/(2*SideF/2+2*F*C) //Unit in KN
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