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Reinforced Concrete Properties
A0 = mm2 fck = days t0 = Creep, Shrinkage (CEB-FIP Model Code 1990 MC-90) cement u = RH = t = MPa mm % days c(t0, t) = j(t0, t) = e(t0, t) =
Reinforced Concrete PropertiesBasic Properties
Density2300 kg / m3
Unit Weight24 kN / m3
Shear Modulus Ec / [2(1+u)] MPa
Thermal Coefficient10 x 10-6 / oC
Poisson Ratio0.15 - 0.2
Modulus of Elasticity E c gc = kg / m3 Ec = MPa f'c = MPa
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