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.
ARCH 331 Note Set 22.1 Su2014abn 4 Behavior Plane sections of composite materials can still be assumed to be plane (strain is linear), but the stress distribution is not the same in both materials because the modulus of elasticity is different.f
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