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//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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