Answer:
0.429 in
Step-by-step explanation:
F =0.02P= (0.02)(130) =2.6 kips =2.6 *10^3 lb
maximum stress upper limit = 18 ksi =18 *10^3 psi
A = F/ρ = 2.6 *10^3/18 *10^3 = 0.144 in2
Deformation, δ =(0.001)(144) =0.144 in
δ = FL/AE ⇒ A = FL/δE
A= 2.6 *10^3 * 54/(29 × 10^6 *0.144)
=0.03362 in
The larger area is used
A= πd^2/4 ⇒ d = √(4A/π) = √(4 *0.144/π)
=0.429 in