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
Formwork must be able to withstand the hydraulic pressure. Vibration may be used to get the mix to flow around reinforcing bars or into tight locations, but excess vibration will cause segregation, honeycombing, and excessive bleed water which will reduce the water …
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