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//Example 6.5//
L=50*10^-3;//m //Distance between support
m=404*10^3;//N/m //Initial slope of load-deflection curve
b=13*10^-3;//m //test piece geometry
h=7*10^-3;//m //test piece geometry
E=((L^3)*m)/(4*b*h^3)
mprintf("E = %e N/m^2 =2830MPa (As M= 10^6)",E)
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