Compare the crippling loads calculated by Rankine’s theory and Euler’s theory for a 4 m long hollow steel column having inner and outer diameter of 50 mm and 46 mm respectively. Consider both the ends of the column are pin jointed, yield strength = 310 MPa, Rankine’s constant= 1/7500 and E = 210 GPa.
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Answer:
Step-by-step explanation:
Correct option is B)
Given
Y
B
Y
A
=
4
7
L
A
=2m A
A
=πR
2
L
B
=1.5m A
B
=π(2mm)
2
A
F
=Y(
L
ℓ
)
given F and ℓ are same ⇒
L
AY
is same
L
A
A
A
Y
A
=
L
B
A
B
Y
B
⇒
2
(πR
2
)(
4
7
Y
B
)
=
1.5
π(2mm)
2
.Y
B
R=1.74mm
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