The column is initially perfectly straight and the load is applied axially
The cross-section of the column is uniform throughout its legth.
The legth of the column is very large as compared to its latetal dimensions.
The direct stress is very small as compared to the bending stress.
The column will fail by buckling alone.
The self weight of the column is negligeble.
Jervain answered the question on July 26, 2019 at 10:04
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