- Shortening of column, due to direct solidity (being extremely small) is deserted.
- Firstly the column is entirely straight, and load apply is truly axial.
- Column material is entirely elastic, isotropic and homogeneous, and therefore obeys Hooke’s law.
- Length of column is extremely large as compare to its cross-sectional dimensions.
- Cross-section of column is consistent throughout its length.
- The crash of column occurs due to buckling alone.
- Weight of column itself is neglect.
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Assumptions in Euler’s Column Theory
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