(A) Derive Euler's crippling load for a long column with both ends pinned. (B) A bar...
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(A) Derive Euler's crippling load for a long column with both ends pinned. (B) A bar of length 4 m when used as a simply supported beam and subjected to a uniformly distributed load (UDL) of 30 kN/m over the whole span, deflects 15 mm at the centre. Determine the crippling or buckling loads when it is used as a column with the following end conditions: (i) Both ends pinned (ii) One end fixed and other end free, and (iii) Both ends fixed. (A) Derive Euler's crippling load for a long column with both ends pinned. (B) A bar of length 4 m when used as a simply supported beam and subjected to a uniformly distributed load (UDL) of 30 kN/m over the whole span, deflects 15 mm at the centre. Determine the crippling or buckling loads when it is used as a column with the following end conditions: (i) Both ends pinned (ii) One end fixed and other end free, and (iii) Both ends fixed.
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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