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This document discusses simple bending of beams. It begins by outlining some simplifying assumptions made in deriving bending formulas, including that plane sections remain plane after bending and that the neutral axis does not experience deformation. It then derives the bending stress formula relating stress to moment and moment of inertia. It also discusses determining stresses at given points, maximum stresses, and provides examples of calculating bending stresses in beams.

Author

Tugce Zorlu

Language

EN