Engineering — Euler Buckling
Critical load for a slender column.
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P_{cr} = \frac{\pi^2 EI}{(KL)^2}
K = \text{effective-length factor}
\sigma_{cr} = \frac{P_{cr}}{A}
\text{slender columns fail by buckling}
Critical load for a slender column.
P_{cr} = \frac{\pi^2 EI}{(KL)^2}
K = \text{effective-length factor}
\sigma_{cr} = \frac{P_{cr}}{A}
\text{slender columns fail by buckling}