General Studies · Strength of Materials
Euler crippling load formula for a column with both ends fixed is (Where E, I and Le are Young's modulus, moment of inertia and equivalent length, respectively)
- 1π2EI4Le2
- 22π2EILe2
- 3π2EILe2✓
- 44π2EILe2
Correct answer
π2EILe2
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