Given that,
Length of bar = 600 mm
Diameter of bar = 40 mm
Diameter of hole = 30 mm
Length of hole = 100 mm
Modulus of elasticity = 85 GN/m²
Load = 180 kN
We need to calculate the area of cross section without hole
Using formula of area
Put the value into the formula
We need to calculate the area of cross section with hole
Using formula of area
Put the value into the formula
We need to calculate the total contraction on the bar
Using formula of total contraction
Total contraction = contraction in bar without hole part + contraction in bar with hole part
Where, F = load
L = length
A = area of cross section
E = modulus of elasticity
Put the value into the formula
Hence, The total contraction on the bar is 1.227 mm²