Preface | p. xiii |
Introduction | p. 1 |
Historical Development of Structural Concrete | p. 1 |
Basic Hypothesis of Reinforced Concrete | p. 2 |
Analysis versus Design of Sections | p. 3 |
Concrete-Producing Materials | p. 7 |
Introduction | p. 7 |
Portland Cement | p. 8 |
Water and Air | p. 11 |
Aggregates | p. 12 |
Admixtures | p. 15 |
Selected References | p. 19 |
Concrete | p. 20 |
Introduction | p. 20 |
Proportioning Theory | p. 22 |
High-Strength High-Performance Concrete Mixtures Design | p. 29 |
PCA Method of Mixture Design | p. 40 |
Estimating Compressive Strength of a Trial Mixture Using the Specified Compressive Strength | p. 40 |
Mixture Designs for Nuclear-shielding Concrete | p. 45 |
Quality Tests on Concrete | p. 45 |
Placing and Curing of Concrete | p. 46 |
Properties of Hardened Concrete | p. 47 |
High-strength Concrete | p. 58 |
Selected References | p. 66 |
Problems for Solution | p. 67 |
Reinforced concrete | p. 68 |
Introduction | p. 68 |
Types and Properties of Steel Reinforcement | p. 69 |
Bar Spacing and Concrete Cover for Steel Reinforcement | p. 70 |
Concrete Structural Systems | p. 73 |
Reliability and Structural Safety of Concrete Components | p. 74 |
ACI Load Factors and Safety Margins | p. 79 |
Design Strength versus Nominal Strength: Strength Reduction Factor | p. 80 |
Quality Control and Quality Assurance | p. 81 |
Selected References | p. 88 |
Flexure in Beams | p. 89 |
Introduction | p. 89 |
The Equivalent Rectangular Block | p. 93 |
Balanced Reinforcement Ratio [rho][subscript b] | p. 97 |
Analysis of Singly Reinforced Rectangular Beams for Flexure | p. 99 |
Trial-and-Adjustment Procedures for the Design of Singly Reinforced Beams | p. 104 |
One-Way Slabs | p. 108 |
Doubly Reinforced Sections | p. 110 |
Nonrectangular Sections | p. 120 |
Analysis of T and L Beams | p. 121 |
Trial-and-Adjustment Procedure for the Design of Flanged Sections | p. 128 |
Strain Limits Approach | p. 135 |
Concrete Joist Construction | p. 153 |
SI Expressions and Example for Flexural Design of Beams | p. 155 |
Selected References | p. 159 |
Problems for Solution | p. 160 |
Shear and Diagonal Tension in Beams | p. 165 |
Introduction | p. 165 |
Behavior of Homogeneous Beams | p. 167 |
Behavior of Reinforced Concrete Beams as Nonhomogeneous Sections | p. 168 |
Reinforced Concrete Beams without Diagonal Tension Reinforcement | p. 170 |
Diagonal Tension Analysis of Slender and Intermediate Beams | p. 173 |
Web Steel Planar Truss Analogy | p. 175 |
Web Reinforcement Design Procedure for Shear | p. 179 |
Examples of the Design of Web Steel for Shear | p. 180 |
Deep Beams | p. 185 |
Brackets or Corbels | p. 197 |
SI Design Expressions and Example for Shear Design | p. 206 |
Selected References | p. 209 |
Problems for Solution | p. 210 |
Torsion | p. 213 |
Introduction | p. 213 |
Pure Torsion in Plain Concrete Elements | p. 216 |
Torsion in Reinforced Concrete Elements | p. 223 |
Shear-Torsion-Bending Interaction | p. 228 |
Design of Reinforced Concrete Beams Subjected to Combined Torsion, Bending, and Shear | p. 229 |
SI Metric Torsion Expressions and Example for Torsion Design | p. 255 |
Selected References | p. 259 |
Problems for Solution | p. 261 |
Serviceability of Beams and One-Way Slabs | p. 264 |
Introduction | p. 264 |
Significance of Deflection Observation | p. 265 |
Deflection Behavior of Beams | p. 265 |
Long-term Deflection | p. 272 |
Permissible Deflections in Beams and One-way Slabs | p. 274 |
Computation of Deflections | p. 275 |
Deflection of Continuous Beams | p. 280 |
Operational Deflection Calculation Procedure and Flow Chart | p. 290 |
Deflection Control in One-way Slabs | p. 291 |
Flexural Cracking in Beams and One-way Slabs | p. 295 |
Tolerable Crack Widths | p. 301 |
ACI 318 Code Provisions for Control of Flexural Cracking | p. 301 |
SI Conversion Expressions and Example of Deflection Evaluation | p. 303 |
Selected References | p. 306 |
Problems for Solution | p. 306 |
Combined Compression and Bending: Columns | p. 309 |
Introduction | p. 309 |
Types of Columns | p. 310 |
Strength of Short Concentrically Loaded Columns | p. 313 |
Strength of Eccentrically Loaded Columns: Axial Load and Bending | p. 316 |
Modes of Material Failure in Columns | p. 319 |
Whitney's Approximate Solution in Lieu of Exact Solutions | p. 330 |
Column Strength Reduction Factor [phi] | p. 335 |
Load-Moment Strength Interaction Diagrams (P-M Diagrams) for Columns Controlled by Material Failure | p. 338 |
Practical Design Considerations | p. 343 |
Operational Procedure for the Design of Nonslender Columns | p. 347 |
Numerical Examples for Analysis and Design of Nonslender Columns | p. 348 |
Limit State at Buckling Failure (Slender or Long Columns) | p. 353 |
Moment Magnification: First-order Analysis | p. 357 |
Second-order Frame Analysis and the P-[delta] Effect | p. 361 |
Operational Procedure and Flow Chart for the Design of Slender Columns | p. 362 |
Compression Members in Biaxial Bending: Load Contour Method; Reciprocal Load Method; Modified Load Contour Method | p. 367 |
SI Expression and Example for the Design of Compression Members | p. 384 |
Selected References | p. 386 |
Problems for Solution | p. 387 |
Bond Development of Reinforcing Bars | p. 390 |
Introduction | p. 390 |
Bond Stress Development | p. 391 |
Basic Development Length | p. 395 |
Development of Flexural Reinforcement in Continuous Beams | p. 406 |
Splicing of Reinforcement | p. 412 |
Examples of Embedment Length and Splice Design for Beam Reinforcement | p. 414 |
Typical Detailing of Reinforcement and Bar Scheduling | p. 418 |
Selected References | p. 428 |
Problems for Solution | p. 428 |
Design of Two-Way Slabs and Plates | p. 430 |
Introduction: Review of Methods | p. 430 |
Flexural Behavior of Two-way Slabs and Plates | p. 433 |
The Direct Design Method | p. 434 |
Distributed Factored Moments and Slab Reinforcement by the Direct Design Method | p. 438 |
Design and Analysis Procedure: Direct Design method | p. 448 |
Equivalent Frame Method for Floor Slab Design | p. 470 |
SI Two-way Slab Design Expressions and Example | p. 481 |
Direct Method of Deflection Evaluation | p. 490 |
Cracking Behavior and Crack Control in Two-way-action Slabs and Plates | p. 496 |
Yield-line Theory for Two-way Action Plates | p. 503 |
Selected References | p. 517 |
Problems for Solution | p. 518 |
Footings | p. 520 |
Introduction | p. 520 |
Types of Foundations | p. 522 |
Shear and Flexural Behavior of Footings | p. 523 |
Soil Bearing Pressure at Base of Footings | p. 526 |
Design Considerations in Flexure | p. 531 |
Design Considerations in Shear | p. 532 |
Operational Procedure for the Design of Footings | p. 534 |
Examples of Footing Design | p. 537 |
Structural Design of Other Types of Foundations | p. 550 |
Selected References | p. 550 |
Problems for Solution | p. 551 |
Continuous Reinforced Concrete Structures | p. 552 |
Introduction | p. 552 |
Longhand Displacement Methods | p. 554 |
Force Method of Analysis | p. 554 |
Displacement Method of Analysis | p. 560 |
Finite-element Methods and Computer Usage | p. 567 |
Approximate Analysis of Continuous Beams and Frames | p. 568 |
Limit Design (Analysis) of Indeterminate Beams and Frames | p. 594 |
Selected References | p. 604 |
Problems for Solution | p. 605 |
Introduction to Prestressed Concrete | p. 607 |
Basic Concepts of Prestressing | p. 607 |
Partial Loss of Prestress | p. 613 |
Flexural Design of Prestressed Concrete Elements | p. 619 |
Ultimate-strength Flexural Design of Prestressed Beams | p. 634 |
Flow Chart for Strength Flexural Analysis of Prestressed Beams | p. 639 |
Example 14.5: Ultimate-strength Design of Prestressed Simply Supported Beam by Strain Compatibility | p. 639 |
Web Reinforcement Design Procedure for Shear | p. 644 |
Selected References | p. 648 |
Problems for Solution | p. 648 |
Seismic Design of Concrete Structures | p. 652 |
Introduction: Mechanism of Earthquakes | p. 652 |
Spectral Response Method | p. 657 |
Equivalent Lateral Force Method | p. 664 |
Simplified Analysis Procedure for Seismic Design of Buildings | p. 670 |
Other Aspects in Seismic Design | p. 671 |
Flexural Design of Beams and Columns | p. 671 |
Seismic Detailing Requirements for Beams and Columns | p. 675 |
Horizontal Shear in Beam-Column Connections (Joints) | p. 679 |
Design of Shear Walls | p. 681 |
Design Procedure for Earthquake-Resistant Construction | p. 684 |
Example 15.1: Seismic Base Shear and Lateral Forces and Moments by the International Building Code (IBC) Approach | p. 693 |
Example 15.2: Design of Confining Reinforcement for Beam-Column Connection | p. 696 |
Example 15.3: Transverse Reinforcement in a Beam Potential Hinge Region | p. 700 |
Example 15.4: Probable Shear Strength of Monolithic Beam-Column Joint | p. 701 |
Example 15.5: Seismic Shear Wall Design and Detailing | p. 703 |
Selected References | p. 709 |
Problems for Solution | p. 710 |
Computer Programs in Q-Basic | p. 711 |
Computer Program EGNAWY1 for Rectangular Beams in Flexure, Shear, and Torsion | p. 712 |
Computer Programs EGNAWY2, EGNAWY3, and EGNAWY4 for Compression Members | p. 716 |
Computer Programs EGNAWY5 and EGNAWY6 for Flexural Analysis and Design of Flanged Sections | p. 730 |
Computer Program EGNAWY7 for Corbels | p. 733 |
Computer Program EGNAWY8 for Deep Beams | p. 736 |
Tables and Nomograms | p. 739 |
Index | p. 769 |
Table of Contents provided by Syndetics. All Rights Reserved. |
The New copy of this book will include any supplemental materials advertised. Please check the title of the book to determine if it should include any access cards, study guides, lab manuals, CDs, etc.
The Used, Rental and eBook copies of this book are not guaranteed to include any supplemental materials. Typically, only the book itself is included. This is true even if the title states it includes any access cards, study guides, lab manuals, CDs, etc.