Mathematics · Structural Mechanics
Calculate the crippling load for a column using Euler's theory for long columns, whose effective length is 4 m. Take the modulus of elasticity as 'E' kN/m 2 and the moment of inertia as 'I' m 4 . Consider that both ends of the column are fixed.
- 10.5000 π 2 EI kN
- 20.0255 π 2 EI kN
- 30.0625 π 2 EI kN✓
- 40.2500 π 2 EI kN
Correct answer
0.0625 π 2 EI kN
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