Explanation:
Formula to calculate lateral strain is as follows.
Lateral strain = [tex]\frac{P}{AE}[/tex]
= [tex]\frac{160 \times 1000}{60 \times 100 \times 2.60 \times 10^{3}}[/tex]
= [tex]\frac{160}{15.6 \times 10^{3}}[/tex]
= [tex]10.256 \times 10^{-3}[/tex]
It is known that,
v = [tex]\frac{\text{lateral strain}}{\text{longitudnal strain}}[/tex]
Lateral strain = [tex]0.43 \times 10.256 \times 10^{-3}[/tex]
= [tex]4.41 \times 10^{-3}[/tex]
Thus, we can conclude that the change in the depth dimension d of the block is 0.00441 mm.