Chapter -1 Introduction 1.1 Concrete , Reinforced concrete and prestressed concrete 1.2 Structural forms 1.3 Loads 1.4 Serviceability , strength , and structural safety 1.5 Design basis 1.6 Design codes and specifications 1.7 Safety provisions of the ACI code 1.8 Fundamental assumptions for reinforced concrete behavior 1.9 Behavior of members subject to axial loads References Problems Chapter - 2 Materials 2.1 Introduction 2.2 cement 2.3 aggregates 2.4 Proportioning and mixing concrete 2.5 Conveying, placing compacting, and curing 2.6 Quality control 2.7 Admixtures 2.8 Properties n compression 2.9 Properties in tension 2.10 strength under combined stress 2.11 Shrinkage and temperature effects 2.12 High-strength concrete 2.13 Reinforcing steels for concrete 2.14 Reinforcing bars 2.15 Welded wire reinforcement 2.16 Prestressing Steels References Chapter-3 Flexural analysis and design of beams 3.1 Introduction 3.2 Bending of homogeneous beams 3.3 Reinforced concrete beam behavior 3.4 Design of tension-reinforced rectangular beams 3.5 design aids 3.6 Practical considerations in the design of beams 3.7 Rectangular beams with tension and compression reinforcement 3.8 T Beams References Problems Chapter-4 Shear and diagonal tension in beams 4.1 Introduction 4.2 Design tension in homogeneous beams 4.3 Reinforced concrete beams without shear reinforcement 4.4 Reinforced Concrete beams with web reinforcement 4.5 ACI code provisions for shear design 4.6 Effect of axial forces 4.7 Beams with varying depth 4.8 Alternative models for shear analysis and design 4.9 Shear-friction design method References Problems Chapter-5 Bond, anchorage, and development length 5.1 Fundamentals of flexural bond 5.2 Bond strength and development length 5.3 ACI code provisions for development Of tension reinforcement 5.4 Anchorage of tension bars by hooks 5.5 anchorage requirements for web reinforcement 5.6 Welded wire reinforcement 5.7 Development of bars in compression 5.8 Bundled bars 5.9 Bar cutoff and bend points in beams 5.10 Integrated beams design example 5.11 Bar splices References Problems Chapter-6 Serviceability 6.1 Introduction 6.2 Cracking in flexural members 6.3 ACI code provisions for crack control 6.4 Control of deflections 6.5 Immediate deflections 6.6 Deflections due to long-term loads 6.7 ACI code provisions for control of deflections 6.8 Deflections due to shrinkage and temperature changes 6.9 moments vs. curvature for reinforced concrete sections references Problems Chapter-7 Analysis and design for torsion 7.1 Introduction 7.2 Torsion in plain concrete members 7.3 Torsion in reinforced concrete members 7.4 Torsion plus shear 7.5 ACI code provisions for torsion design References Problems Chapter – 8 Short columns 8.1 Introduction: axial compression 8.2 Lateral ties and spirals 8.3 Compression plus bending of rectangular columns 8.4 Strain compatibility analysis and interaction diagrams 8.5 Balanced failure 8.6 distributed reinforcement 8.7 Unsymmetrical reinforcement 8.8 Circular columns 8.9 ACI code provisions for column design 8.10 Design aids 8.11 Biaxial bending 8.12 Load contour method 8.13 Reciprocal load method 8.14 Computer analysis for biaxial bending of columns 8.15 Bar splicing in columns References Problems Chapter-9 slender columns 9.1 Introduction 9.2 Concentrically loaded columns 9.3 Compression plus bending 9.4 ACI criteria for neglecting of slenderness effects 9.5 ACI criteria for no sway versus versus sway frames 9.6 ACI moment magnifier method for non sway frames 9.7 ACI moment magnifier Method for sway frames 9.8 Second-order analysis for slenderness effects References Problems Chapter-10 Strut-and-Tie models 10.1 Introduction 10.2 Development of strut –and-tie models 10.3 Strut-and-tie design methodology 10.4 ACI provisions for strut –and-Tie models 10. 5 Applications References Problems Chapter-11 Design of reinforcement at joints 11.1 Introduction 11.2 Beam-column joints 11.3 Strut –and-tie model for joint behavior 11.4 Beam-to-girder joints 11.5 Ledge girders 11.6 Corners and T joints 11.7 Backers and corbels References Problems Chapter-12 Analysis of indeterminate beams and frames 12.1 Continuity 12.2 Loading 12.3 Simplifications in frame analysis 12.4 Methods for elastic analysis 12.5 Idealization of the structure 12.6 Preliminary design and guidelines For proportioning analysis 12.7 Approximate analysis 12.8 ACI moment coefficients 12.9 Limit analysis 12.10 Conclusion References Problems Chapter – 13 Analysis and design of slabs 13.1 Type of slabs 13.2 Design of one-way slabs 13.3 Temperature and shrinkage reinforcement 13.4 Behavior of Two-way edge-supported slabs 13.5 Two-way column-supported slabs 13.6 Direct design method for column-supported slabs 13.7 Flexural reinforcement for column-supported slabs 13.8 Depth limitations of the ACI code 13.9 Equivalent frame method 13.10 Shear design in flat plates and flat slabs 13.11 Transfer of moments at columns 13.12 Opening in slabs 13.13 Deflection calculations 13.14 Analysis for horizontal loads References Programs Chapter-14 Yield line analysis for slabs 14.1 Introduction 14.2 Upper and lower bound theorems 14.3 Rules for yield lines 14.4 Analysis by segment equilibrium 14.5 Analysis by virtual work 14.6 Orthotropic reinforcement and skewed yield lines 14.7 Special conditions at edge and corners 14.8 Fan patterns at concentrated loads 14.9 Limitations of yield line theory References Programs Chapter-15 Strip Method for slabs 15.1 Introduction 15.2 Basic principles 15.3 Choice of load distribution 15.4 Rectangular slabs 15.5 Fixed edges and continuity 15.6 Unsupported edges 15.7 Slabs with holes 15.8 Advanced strip method 15.9 Comparisons of methods for slab analysis and design References Problems Chapter-16 Footings and foundations 16.1 Types and function 16.2 Spread footings 16.3 Design factors 16.4 Loads, bearing pressures, and footing size 16.5 Wall footings 16.6 Column footings 16.7 Combined footings 16.8 Two-columns footings 16.9 Strip girid, and mat foundations 16.10 Pile caps References Problems Chapter-17 Retaining walls 17.1 Function and types of retaining walls 17.2 Earth pressure 17.3 Earth pressure for common conditions of loading 17.4 External stability 17.5 Basis of structural design 17.6 Drainage and other details 17.7 Example: design of a cantilever retaining wall 17.8 Example: design of a cantilever retaining wall 17.9 Counter fort retaining walls 17.10 Precast retaining walls References Problems Chapter -18 Concrete building systems 18.1 Introduction 18.2 Floor and roof systems 18.3 Panel, curtain, and bearing walls 18.4 Shear walls 18.5 Precast concrete for buildings 18.6 Engineering drawings for buildings References Chapter-19 prestressed concrete 19.1 Introduction 19.2 Effects of prestressing 19.3 Sources of prestress force 19.4 Prestressing steels 19.5 Concrete for prestressed construction 19.6 Elastic flexural analysis 19.7 flexural strength 19.8 Partial prestressing 19.9 Flexural design based on concrete stress limits 19.10 Shape selection 19.11 Tendon profiles 19.12 Flexural design based on load balancing 19.13 Loss of prestress 19.14 Shear, diagonal tension, and web reinforcement 19.15 bond stress, transfer length, and development length 19.16 Anchorage zone design 19.17 Deflection 19.18 Crack control for class c flexural members References Problems Chapter-20 Seismic design 20.1 Introduction 20.2 Structural response 20.3 Seismic loading criteria 20.4 ACI provisions for seismic design 20.5 ACI provisions for special structural walls 20.6 ACI provisions for special structural walls, coupling beams, diaphragms, and trusses 20.7 ACI provisions for shear strength 20.8 ACI provisions for intermediate moment frames in regions of moderate seismic risk References Problems
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