A is the cross sectional area of tie bar
A=4πd2=4π(10−2m)2=7.854×10−5m2 σ is the induced tensile stress
σ=AF=7.854×10−5m212×103N=1.528×109 PaE is the modulus of elasticity of the material.
ε is the tensile strain.
ε=Eσ=180×109Pa1.528×109N/m2=0.008488 The change in length that occurs
x=εL=0.008488×2.5m=0.02122m=21.22mm
σ=1.528×109 Pa=1.528 GPa
ε=0.008488
x=21.22 mm
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