A steel bar is 3 m in length and is subjected to an axial pull of 1000 kN. The bar
is 40 mm in diameter for a length of 1.5 m, 30 mm in diameter for a length of 0.8 m
and 20 mm in diameter for the remaining length. Find the total extension of
the bar. Take modulus of Elasticity as 200 GPa.
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Answer:
Give:
b = 20 mm
h = 20 mm
L = 1 m = 1 000 mm
F = 20 kN = 40 000 N
E = 200 GPa = 200 000 MPa
Req.:
DL = ?
Solution:
σ = F / A
A = b x h = 20 x 20 = 400 mm2
σ = F/A = 40 000/400 = 100 MPa
E = σ / e
e = DL / L
E = σ /(DL / L) = σ L / DL
200 000 = 100 x 1 000 / DL
DL = 100 x 1 000 / 200 000 = 0.5 mm (Ans.)
DL = 0.5 mm
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