Designing a beam for flexure (bending) involves ensuring that the internal tension provided by the steel rebar balances the internal compression provided by the concrete. Basic Assumptions
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The Equivalent Rectangular Stress Block (Whitney’s Stress Block) Designing a beam for flexure (bending) involves ensuring
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Tensile strength of concrete is assumed to be zero in flexural strength calculations.
: Beams are checked for flexural capacity ( Mucap M sub u ), minimum steel area, shear design, and deflection limits. Educational and Reference Materials