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9780072921991

Design of Concrete Structures

by ; ;
  • ISBN13:

    9780072921991

  • ISBN10:

    0072921994

  • Edition: 13th
  • Format: Hardcover
  • Copyright: 2003-07-31
  • Publisher: McGraw-Hill Science/Engineering/Math

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Summary

The 13th edition of the classic text, Design of Concrete Structures, is completely revised using the newly released 2002 ACI Code. The text covers the behavior and design aspects of concrete and provides thoroughly updated examples and homework problems throughout. The 13th edition features a new chapter, Chapter 10, covering strut-and-tie models, although the two-pronged objectives of (1) establishing a firm understanding of the behavior of reinforced concrete, and (2) developing proficiency in the methods used in current design practice are retained. The text presents the basic mechanics of structural concrete and methods for the design of individual members for bending, shear, torsion, and axial force, and also provides detail in the various types of structural systems applications.

Table of Contents

About the Authors v
Preface xv
Introduction
1(27)
Concrete, Reinforced Concrete, and Prestressed Concrete
1(1)
Structural Forms
2(6)
Loads
8(4)
Serviceability, Strength, and Structural Safety
12(3)
Design Basis
15(1)
Design Codes and Specifications
16(1)
Safety Provisions of the ACI Code
17(2)
Fundamental Assumptions for Reinforced Concrete Behavior
19(1)
Behavior of Members Subject to Axial Loads
20(8)
References
26(1)
Problems
27(1)
Materials
28(36)
Introduction
28(1)
Cement
28(1)
Aggregates
29(2)
Proportioning and Mixing Concrete
31(2)
Conveying, Placing, Compacting, and Curing
33(1)
Quality Control
34(2)
Admixtures
36(2)
Properties in Compression
38(5)
Properties in Tension
43(2)
Strength under Combined Stress
45(2)
Shrinkage and Temperature Effects
47(3)
High-Strength Concrete
50(1)
Reinforcing Steels for Concrete
51(1)
Reinforcing Bars
52(6)
Welded Wire Reinforcement
58(1)
Prestressing Steels
59(5)
References
61(3)
Flexural Analysis and Design of Beams
64(50)
Introduction
64(1)
Bending of Homogeneous Beams
64(2)
Reinforced Concrete Beam Behavior
66(11)
Design of Tension-Reinforced Rectangular Beams
77(13)
Design Aids
90(3)
Practical Considerations in the Design of Beams
93(2)
Rectangular Beams with Tension and Compression Reinforcement
95(9)
T Beams
104(10)
References
110(1)
Problems
111(3)
Shear and Diagonal Tension in Beams
114(49)
Introduction
114(1)
Diagonal Tension in Homogeneous Elastic Beams
115(3)
Reinforced Concrete Beams without Shear Reinforcement
118(7)
Reinforced Concrete Beams with Web Reinforcement
125(5)
ACI Code Provisions for Shear Design
130(9)
Effect of Axial Forces
139(5)
Beams with Varying Depth
144(1)
Alternative Models for Shear Analysis and Design
145(10)
Shear-Friction Design Method
155(8)
References
160(1)
Problems
161(2)
Bond, Anchorage, and Development Length
163(40)
Fundamentals of Flexural Bond
163(4)
Bond Strength and Development Length
167(5)
ACI Code Provisions for Development of Tension Reinforcement
172(4)
Anchorage of Tension Bars by Hooks
176(4)
Anchorage Requirements for Web Reinforcement
180(1)
Welded Wire Reinforcement
181(1)
Development of Bars in Compression
182(1)
Bundled Bars
182(1)
Bar Cutoff and Bend Points in Beams
183(8)
Integrated Beam Design Example
191(4)
Bar Splices
195(8)
References
198(1)
Problems
198(5)
Serviceability
203(28)
Introduction
203(1)
Cracking in Flexural Members
203(3)
ACI Code Provisions for Crack Control
206(3)
Control of Deflections
209(1)
Immediate Deflections
209(3)
Deflections Due to Long-Term Loads
212(3)
ACI Code Provisions for Control of Deflections
215(6)
Deflections Due to Shrinkage and Temperature Changes
221(3)
Moment vs. Curvature for Reinforced Concrete Sections
224(7)
References
228(1)
Problems
228(3)
Analysis and Design for Torsion
231(20)
Introduction
231(1)
Torsion in Plain Concrete Members
232(3)
Torsion in Reinforced Concrete Members
235(4)
Torsion Plus Shear
239(1)
ACI Code Provisions for Torsion Design
240(11)
References
249(1)
Problems
249(2)
Short Columns
251(36)
Introduction: Axial Compression
251(2)
Lateral Ties and Spirals
253(5)
Compression Plus Bending of Rectangular Columns
258(1)
Strain Compatibility Analysis and Interaction Diagrams
259(2)
Balanced Failure
261(4)
Distributed Reinforcement
265(2)
Unsymmetrical Reinforcement
267(1)
Circular Columns
268(1)
ACI Code Provisions for Column Design
269(2)
Design Aids
271(3)
Biaxial Bending
274(2)
Load Contour Method
276(1)
Reciprocal Load Method
277(3)
Computer Analysis for Biaxial Bending of Columns
280(1)
Bar Splicing in Columns
281(6)
References
282(1)
Problems
283(4)
Slender Columns
287(34)
Introduction
287(1)
Concentrically Loaded Columns
288(3)
Compression Plus Bending
291(6)
ACI Criteria for Neglecting of Slenderness Effects
297(1)
ACI Criteria for Nonsway Versus Sway Frames
298(1)
ACI Moment Magnifier Method for Nonsway Frames
299(8)
ACI Moment Magnifier Method for Sway Frames
307(7)
Second-Order Analysis for Slenderness Effects
314(7)
References
317(1)
Problems
317(4)
Strut-and-Tie Models
321(26)
Introduction
321(1)
Development of Strut-and-Tie Models
321(4)
Strut-and-Tie Design Methodology
325(6)
ACI Provisions for Strut-and-Tie Models
331(5)
Applications
336(11)
References
345(1)
Problems
345(2)
Design of Reinforcement at Joints
347(28)
Introduction
347(1)
Beam-Column Joints
348(12)
Strut-and-Tie Model for Joint Behavior
360(1)
Beam-to-Girder Joints
361(2)
Ledge Girders
363(3)
Corners and T Joints
366(2)
Brackets and Corbels
368(7)
References
373(1)
Problems
373(2)
Analysis of Indeterminate Beams and Frames
375(37)
Continuity
375(2)
Loading
377(2)
Simplifications in Frame Analysis
379(2)
Methods for Elastic Analysis
381(1)
Idealization of the Structure
382(6)
Preliminary Design and Guidelines for Proportioning Members
388(1)
Approximate Analysis
389(4)
ACI Moment Coefficients
393(4)
Limit Analysis
397(11)
Conclusion
408(4)
References
409(1)
Problems
409(3)
Analysis and Design of Slabs
412(71)
Types of Slabs
412(2)
Design of One-Way Slabs
414(3)
Temperature and Shrinkage Reinforcement
417(3)
Behavior of Two-Way Edge-Supported Slabs
420(4)
Two-Way Column-Supported Slabs
424(3)
Direct Design Method for Column-Supported Slabs
427(6)
Flexural Reinforcement for Column-Supported Slabs
433(2)
Depth Limitations of the ACI Code
435(7)
Equivalent Frame Method
442(8)
Shear Design in Flat Plates and Flat Slabs
450(14)
Transfer of Moments at Columns
464(3)
Openings in Slabs
467(2)
Deflection Calculations
469(7)
Analysis for Horizontal Loads
476(7)
References
477(2)
Problems
479(4)
Yield Line Analysis for Slabs
483(25)
Introduction
483(3)
Upper and Lower Bound Theorems
486(1)
Rules for Yield Lines
486(4)
Analysis by Segment Equilibrium
490(2)
Analysis by Virtual Work
492(5)
Orthotropic Reinforcement and Skewed Yield Lines
497(2)
Special Conditions at Edges and Corners
499(2)
Fan Patterns at Concentrated Loads
501(1)
Limitations of Yield Line Theory
502(6)
References
503(1)
Problems
503(5)
Strip Method for Slabs
508(37)
Introduction
508(1)
Basic Principles
509(1)
Choice of Load Distribution
510(3)
Rectangular Slabs
513(2)
Fixed Edges and Continuity
515(5)
Unsupported Edges
520(8)
Slabs with Holes
528(4)
Advanced Strip Method
532(8)
Comparisons of Methods for Slab Analysis and Design
540(5)
References
541(1)
Problems
542(3)
Footings and Foundations
545(30)
Types and Functions
545(1)
Spread Footings
545(1)
Design Factors
546(1)
Loads, Bearing Pressures, and Footing Size
547(2)
Wall Footings
549(2)
Column Footings
551(9)
Combined Footings
560(1)
Two-Column Footings
561(7)
Strip, Grid, and Mat Foundations
568(2)
Pile Caps
570(5)
References
573(1)
Problems
573(2)
Retaining Walls
575(24)
Function and Types of Retaining Walls
575(1)
Earth Pressure
575(4)
Earth Pressure for Common Conditions of Loading
579(1)
External Stability
580(3)
Basis of Structural Design
583(1)
Drainage and Other Details
584(1)
Example: Design of a Gravity Retaining Wall
585(2)
Example: Design of a Cantilever Retaining Wall
587(7)
Counterfort Retaining Walls
594(2)
Precast Retaining Walls
596(3)
References
598(1)
Problems
598(1)
Concrete Building Systems
599(35)
Introduction
599(1)
Floor and Roof Systems
600(12)
Panel, Curtain, and Bearing Walls
612(2)
Shear Walls
614(3)
Precast Concrete for Buildings
617(15)
Engineering Drawings for Buildings
632(2)
References
632(2)
Prestressed Concrete
634(66)
Introduction
634(1)
Effects of Prestressing
635(4)
Sources of Prestress Force
639(3)
Prestressing Steels
642(2)
Concrete for Prestressed Construction
644(2)
Elastic Flexural Analysis
646(6)
Flexural Strength
652(5)
Partial Prestressing
657(1)
Flexural Design Based on Concrete Stress Limits
658(10)
Shape Selection
668(1)
Tendon Profiles
669(2)
Flexural Design Based on Load Balancing
671(6)
Loss of Prestress
677(4)
Shear, Diagonal Tension, and Web Reinforcement
681(7)
Bond Stress, Transfer Length, and Development Length
688(1)
Anchorage Zone Design
689(4)
Deflection
693(3)
Crack Control for Class C Flexural Members
696(4)
References
697(1)
Problems
698(2)
Seismic Design
700(35)
Introduction
700(2)
Structural Response
702(5)
Seismic Loading Criteria
707(4)
ACI Special Provisions for Seismic Design
711(2)
ACI Provisions for Special Moment Frames
713(10)
ACI Provisions for Special Structural Walls, Coupling Beams, Diaphragms, and Trusses
723(3)
ACI Provisions for Shear Strength
726(4)
ACI Provisions for Intermediate Moment Frames in Regions of Moderate Seismic Risk
730(5)
References
732(1)
Problems
732(3)
Appendix A Design Aids 735(34)
Appendix B SI Conversion Factors: Inch-Pound Units to SI Units 769(2)
Index 771

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