Design of Simply Supported Beam using Working Stress MethodWidth of the beammmWidth of the beamEffective depth of the beammmEffective depth of the beamOverall depth of the beammmOverall depth of the beamGrade of ConcreteGrade of ConcreteM10M15M20M25M30M35M40M45M50Grade of ReinforcementGrade of ReinforcementFe250Fe415Width of SupportmmWidth of SupportType of LoadType of LoadBending Moment at Mid-spanUDL and SpanSpanmSpanSpanEffective SpanClear SpanLive load(kN/m)Live loadBending Moment (BM)kNmBending Moment (BM)DesignResetmmkkjjQQEffective lengthmEffective lengthLoadsLive loadkN/mLive loadDead loadkN/mDead loadTotal unfactored loadkN/mTotal unfactored loadBending MomentkNmBending MomentMinimum depth of beam requiredmmMinimum depth of beam requiredDepth provided is Safe/UnsafemmDepth provided is Safe/UnsafeArea of reinforcementmm2Area of reinforcementBar Dia.mmBar Dia.No. of barsNo. of bars Copy Link Print Result