"Reflects the 1992 revision of the 1989 ACI code"--Cover.

Spine title: Reinforced concrete design.

Includes index.

Materials and components for reinforces concrete construction -- Materials for conrete -- Aggregates -- Mixing water -- Admixtures -- Water in the aggregates -- Quantity and density of concrete obtaine -- Methods of concrete mix design -- Making, curing, and testing specimens -- Structural design considerations -- Modulus of elasticity of concrete -- Tensile strength of concrete -- Reinforcing steel -- Important components of structures -- Gravity loads: forces, shear, moments, and reactions -- Structural analysis and design -- Continuous beams and one-way slabs -- Two-way slabs -- Frame analysis -- Lateral loads: forces, shear, moments, and reactions -- Portal method -- Sway (cantilever) moment distribution -- Preliminary and final analyses -- Alternate design method: general requirements and flexural computations -- Basic assumptions of the method -- Allowable stresses -- Effect of reinforcement in concrete -- Rectanglar beams -- Transformered section -- T-beams -- Balanced design -- Compression reinforcement -- Modulus of elasticity of concrete -- Design aids and tables -- Computerized alternate design -- Strength design -- load factors and resistance factors -- Flexural computations using strength design -- Compression reinforcement -- I- and T-sections -- Solution of equations and tabular design aids -- Computer-generated design aids -- Shear and torsion -- Shear stress in homogeneous beams -- Shear with flexure and torsion -- Torsional moment strength -- Web reinforcement for shear without torsion -- Other provisions for shear -- Torsional reinforcement -- Slabs and footings -- Details of reinforcement -- Spacing limits for reinforcement -- Special reinforcement details for columns -- Shrinkage and temperature reinforcement -- Structural integrity -- Basic development lengths and modification factors -- Development of flexural reinforcement -- Development of reinforcement for positive moment -- Development of negative-moment reinforcement -- Development of web reinforcement -- Splices of reinforcement -- Serviceability and deflections -- Crack control -- Minimum thickness, maximum deflections -- Two-way construction (nonprestressed) -- Computation of deflections -- Long-term deflections -- General provisions for columns -- General provisons for cast-in-place columns -- Height of columns -- Transmission of column loads -- Design of columns -- Axial loads and moments -- Short columns: strength design -- Special condtions -- Assumptions for strength design -- Balanced conditions; column interaction diagrams -- Flexure with tension axial load -- Interaction tables -- Safety provosions -- Limitations -- General case -- Biaxial bending -- Drilled piers, piles, and caisoons -- Long columns -- Frame analysis -- Moment-magnifier method -- Walls -- Footings -- Allowable loads on soil or piles -- Distributionof loads to soil -- Forces on piles -- Wall footings -- Multiple column footings -- Critical sections for bending and development length -- Critical sections for shear and diagonal tension -- Additional requirements -- Transfer of force at the base of a column -- Allowable bearing stresses on the top surfaces of reinforced concrete pedestals and footings -- Bearing for sloped or stepped reinforced concrete footings -- Structural design of footings -- Flexural design -- The equivalent frame method -- The equilvalent frame -- Slab-beams and columns -- Torsional resistance; the equivalent column -- Loading conditions -- Factored moments -- Computer programlistings -- Retaining walls -- Uses of retaining wals -- Forces on retaining walls -- Angle of internal friction -- Friction on the footing base -- Overturning -- Surcharge pressures -- Base pressure on footing -- Design procedure -- Counterfort retaining walls -- Minimum wall reinforcement -- Basement and other bearing walls.