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Euler's theory assumes that failure within a column is solely due to

Atorsion

Bbuckling

Csagging

Dbending

Answer:

B. buckling

Read Explanation:

Euler's column theory assumes that failure is solely due to buckling. Other assumptions include a straight column initially loaded axially, uniform cross-section, perfect elasticity, negligible self-weight, and a very long length compared to lateral dimensions. The crippling load for a column of length L is given by Pcr=π2EA(Leqr)2P_{cr} = \frac{\pi ^ 2 EA}{(\frac{L_{eq}}{ r})^ 2} , whereLeq L_{eq} is the effective length of the column.


Related Questions:

Which one of the following statement is correct?
For a column of length (L) and flexural rigidity (El) which has one end fixed and other end free, the expression for critical load is given as -
The equivalent length of the column when both the ends are fixed is

Which of the following column has the formula for the Euler's buckling load as π2ElL2\frac{\pi ^ 2 El}{L ^ 2} ?

A long column fails by