Calculate the crippling load for a column using Euler's theory for long columns, whose effective length is 4 m. Take modulus of elasticity as 'E' kN/m² and moment of inertia as 'I' m4. Consider that both ends of the column are fixed. 1. 0.500 m² El kn 2. 0.0255 m² El KN 3. 0.0625 m² El KN 4. 0.025 π² EI KN

Calculate the crippling load for a column using Euler's theory for long columns, whose effective length is 4 m. Take modulus of elasticity as 'E' kN/m² and moment of inertia as 'I' m4. Consider that both ends of the column are fixed. 1. 0.500 m² El kn 2. 0.0255 m² El KN 3. 0.0625 m² El KN 4. 0.025 π² EI KN

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.8.8P

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