Design of Simply supported Singly reinforced beam for flexure and shearWidth of the beam(mm)Width of the beamEffective depth of the beam(mm)Effective depth of the beamOverall depth of the beam(mm)Overall depth of the beamClear span(m)Clear spanWorking live loadkN/mWorking live loadWidth of supportmmWidth of supportGrade of ConcreteGrade of ConcreteM15M20M25M30M35M40Grade of ReinforcementGrade of ReinforcementFe250Fe415Fe500DesignResetDesign of beam for flexureEffective SpanmEffective SpanLoadsDead loadkN/mDead loadLive loadkN/mLive loadTotal unfactored loadkN/mTotal unfactored loadTotal factored loadkN/mTotal factored loadFactored bending moment, MukNmFactored bending moment, MuUltimate bending moment, MulimkNmUltimate bending moment, MulimSection isSection isArea of reinforcementmm2Area of reinforcementDia. of the barmmDia. of the barNo. of the barNo.No. of the barArea of reinforcement providedmm2Area of reinforcement providedDesign of beam for ShearFactored Shear Force, VukNFactored Shear Force, VuNominal Shear Stress, TvN/mm2Nominal Shear Stress, TvTcmaxN/mm2Tcmax% Astmm2% AstTcN/mm2TcShear reinforcement isShear reinforcement isVcN/mm2VcVusN/mm2VusStirrup Dia.Stirrup Dia.SvmmSvSvminmmSvminAdopt spacingmmAdopt spacing Copy Link Print Result