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You can find the Simplified Reinforced Concrete Design (2015 NSCP)
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- Assume φ=0.90.
- Compute Ru = Mu / (φ b d2) = 180e6 / (0.903005002) = 2.667 MPa.
- Solve ρ = (0.85f’c/fy)*(1 - sqrt(1 - (2Ru/0.85f’c))) = 0.0077.
- As = ρbd = 0.0077300500 = 1155 mm2 (use 3-20mm bars).
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- Scope: Provides simplified procedures for design of reinforced concrete beams, slabs, columns, footings and shear walls for typical low-rise buildings and common loadings.
- Design philosophy: Strength (limit state) design using LRFD-like load combinations and material factors; emphasis on minimum reinforcement, ductility, and detailing for confinement and shear.
- Materials: Concrete grades, steel reinforcement properties, and assumed stress–strain behavior used in sectional design equations.
- Flexural design: Use of rectangular stress block, nominal moment capacity Mn, required steel area As = (Mn) / (φ·jd·fy) with φ strength reduction factor per section type; checks for singly/doubly reinforced sections and maximum usable strain.
- Shear design: Prescriptive minimum shear reinforcement, use of Vc (concrete shear capacity) and Vs (stirrup contribution), and detailing hooks and spacing limits.
- Serviceability: Limits for deflection and crack control via minimum reinforcement and span-to-depth ratios or direct deflection checks.
- Columns: Interaction diagrams (P–M), slenderness limits, minimum longitudinal/transverse reinforcement and confinement requirements for tied vs. spiral/hooped columns.
- Footings: Strip and isolated footing sizing using allowable soil bearing, eccentricity checks, and one-way/two-way shear checks for punching.
- Seismic detailing: Special confining and anchorage rules for seismic regions—capability for ductile behavior, lap splice limits, development length increases, and transverse reinforcement spacing controls.
- Typical tables and charts: Preset stirrup spacings, development lengths, minimum bars for slabs, assumed effective depths and strength factors to simplify hand calculations.