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According to Euler's column theory, the crippling load for a column of length ($$l$$) with one end fixed and the other end hinged, is?
$$\frac{{{\pi ^2}{\text{E}}I}}{{{l^2}}}$$
$$\frac{{{\pi ^2}{\text{E}}I}}{{4{l^2}}}$$
$$\frac{{2{\pi ^2}{\text{E}}I}}{{{l^2}}}$$
$$\frac{{4{\pi ^2}{\text{E}}I}}{{{l^2}}}$$
LohaHridoy
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2025-01-04 04:42
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AhmedNazir
Answer: Option 3
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2022-09-01 13:21
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