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clear
//
//variable declaration
P=(60) //load,KN
d=(25) //diameter,mm
A=%pi*(d**2)/4 //Area**mm^2
L=(200) //gauge length,mm
delta=0.12 //extension,mm
deltad=0.0045 //contraction in diameter,mm
Linearstrain=delta/L
Lateralstrain=deltad/d
Pr=Lateralstrain/Linearstrain
printf("\n Poissons ratio= %0.1f ",Pr)
E=(P*1000*L)/(A*delta)
printf("\n E= %0.2f N/mm^2",E)
G=E/(2*(1+Pr)) //Rigidity modulus
printf("\n G= %0.1f N/mm^2",G)
K=E/(3*(1-(2*Pr))) //bulk modulus
printf("\n K= %0.2f N/mm^2",K)
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