For a column of length (L) and flexural rigidity (EI) which has one end fixed and other end free, the expression for critical load is given as -

1
P = π²EI/L²
2
P = 4π²EI/L²
3
P = 2π²EI/L²
4
P = π²EI/4L²
5
P = π²EI/8L²

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