
Data given,cross sectional area A = 4 cm. × 2.Scm.
length L = 2m
axial load
P = 10KN
density of steel
ρ = 7850 Kg/m3
E = 200 GN/m2
Since δL = PL/AE + ρL2/2E
= (10 × 103 × 2)/(4 × 2.5 × 10–4 × 200 × 109)
+ (7850 × 9.81 × 22)/(2 × 200 × 109)
= 0.0001 m
= 0.1 mm
stress (σmax) = E × strain
= 200 × 109 × δL/L =200 × 109 × (0.0001/2)
= 10.08 mpa