Rectangular Reinforced Concrete Beam Design Template (Just supply the needed information in the yellow cells) Beam Width, b= Over-all depth, D= Computed Mu= Conc. Cover= Diameter of Reinf.= Effective depth, d= Ru; fc'= fy= Steel Ratio, ρ ρmin= ρmax= Assessments As1= a= Mu1= Mu2= As2= c= d'= fs= As'= As Tension (sq.mm)=
Number of bars
Stirrups
300.00 500.00 100.00 50.00 25.00 437.50 1.93 30.00 345.00 0.0058 0.0041 0.0299 use computed steel ratio sin sin l rei reinfor nforce ced d 3,926.63 177.08 425.46 (325.46) (2,959.54) 208.33 62.50 420.00 (2,959.54) 766.41
mm mm kN-m mm mm mm MPa MPa
sq.mm mm kN-m kN-m sq.mm mm mm MPa sq.mm
Compression
2.00 pcs
Tension
2.00 pcs
Diameter Vc Vu ɸVc Vn Vs 2/3sqrt(fc')bd Assessment Av 1/3s 1/3s rt(fc')b rt(fc')bd d S1 S2