DESIGN OF SINGLY REINFORCED CONCRETE BEAM SECTION (beta version)
RHC ENGINEERING RHC ENGINEERING DESIGN OF SINGLY REINFORCED CONCRETE BEAM SECTION Tension-Controlled Section Sections are tension-controlled when the net tensile strain in the extreme tension steel is equal to or greater than 0.005 just as the concrete in compression reaches its assumed strain limit of 0.003. Material Properties: fc = MPa fy = MPa es = Reinf. modulus of elasticity f = Section Properties: B = mm H = mm
