Transcription of Reinforced Concrete Design
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Reinforced Concrete Design
ARCH 331 Note Set Su2014abn Reinforced Concrete Design Notation: a = depth of the effective compression Es = modulus of elasticity of steel block in a Concrete beam f = symbol for stress A = name for area fc = compressive stress Ag = gross area, equal to the total area fc = Concrete Design compressive stress ignoring any reinforcement fpu = tensile strength of the prestressing As = area of steel reinforcement in reinforcement Concrete beam Design fs = stress in the steel reinforcement for As = area of steel compression Concrete Design reinforcement in Concrete beam fs = compressive stress in the Design compression reinforcement for Ast = area of steel reinforcement in Concrete beam Design Concrete column Design fy = yield stress or strength Av = area of Concrete shear stirrup F = shorthand for fluid load reinforcement Fy = yield strength ACI = American Concrete Institute G = relative stiffness of columns to b = width, often cross-sectional beams in a rigid connection, as is.
Type III: High early strength (rapid hardening) Type IV: Low heat of hydration Type V: Sulfate resistant The proper proportions, by volume, of the mix constituents determine strength, which is related to the water to cement ratio (w/c). It also determines other properties, such as workability of fresh concrete.
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