Answer:
ε = 0.005
σ = 12.73 MPa
E= 2.546 GPa
Step-by-step explanation:
Given that
Li= 100 mm
d = 10 mm
P= 1000 N
Lf= 100.5 mm
ΔL = 100.5 - 100 mm
ΔL = 0.5 mm
We know that strain,ε
ε = ΔL / L

ε = 0.005
We know that stress given as





σ = 12.73 MPa
We know that with in the elastic limit
σ = ε .E
E Modulus of elasticity
σ = ε .E
12.73 = 0.005 x E
E= 2546 MPa
E= 2.546 GPa ( 1 GPa = 1000 MPa)