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Engineering · L3 · Column Buckling Failure Path

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How a compression member's slenderness decides whether it fails by crushing or by sideways buckling, and how bracing shortens the effective length to raise the critical load.

by @openstemUpdated Engineering
📏 Long slender column under compressionLoad reaches Euler's critical load⚠️ Column bows sideways💥 Sudden buckling collapse🔧 Add mid-height bracingShorter unsupported lengthCritical load rises ~4× per halving

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