Answer:
Step-by-step explanation:
Young modulus ε = 1.4 × 10¹⁰ Pa
ΔL = 1% of the original length = 0.01 x where x is the original length
cross sectional area = 3.0 cm² =( 3 .0 / 10000) m²= 0.0003 m²
ε = Stress / strain
stress = ε × strain
stress = F /A
F force = ε × A × ( ΔL / L) = 1.4 × 10¹⁰ Pa × 0.0003 m² × 0.01 = 4.2 × 10⁴ N
b) F net = F max - mg ( weight) = 84000 - ( 70 × 9.8 m/s² ) ( F is double since the stress on the two leg is equally distributed)
f net = ma = 84000 - ( 70 × 9.8 m/s² )
a = (84000 - ( 70 × 9.8 m/s² )) = 1190.2 m/s²
v = u + at
where final velocity equal zero
- u = -at since it coming downwards
u = at = 1190.2 m/s² × 0.03s = 35.706 m/s
using conservation of energy
1/2 mv² = mgh
1/2v²/ g = h
h = 0.5 × (35.706 m/s )² / 9.8 = 65.04 m