Strength of Materials Columns Euler's Theory of Buckling

Steel column pinned at both ends has a modulus of elasticity E = 2 x 105 N/mm2, moment of inertia I = 90000 mm4, L = 1.75 m, value of Euler's critical load will be

1
75000 N
2
72000 N
3
68000 N
4
58009 N
5
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