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This document discusses the design of reinforced concrete beams for shear and torsion. It outlines that shear failures occur suddenly with little warning, so beams are designed to fail in bending under loads appreciably smaller than would cause shear failure. This ensures a more ductile failure. The document then provides the code requirements for shear design, including that the nominal shear strength (Vn) must exceed the factored shear force (Vu). It also gives equations to calculate the shear strength pr

Author

John Philip Nuñez

Language

EN