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Lateral Buckling in Steel Beams Explained by ScribdTranslations is a document available to read on EtoBox.

This document describes the phenomenon of lateral buckling that can occur in steel beams subjected to bending. It explains that when a beam reaches a critical moment, its neutral plane can lose its initial position and rotate laterally. It then summarizes the steps to verify lateral buckling instability, including formulas to calculate the critical moment and the reduced slenderness. Finally, it details how to determine the reduction factor to account for this effect in the calculation of the beam

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