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9780130205926

Reinforced Concrete : A Fundamental Approach

by ;
  • ISBN13:

    9780130205926

  • ISBN10:

    0130205923

  • Edition: 4th
  • Format: Hardcover
  • Copyright: 2000-01-01
  • Publisher: Prentice Hall
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List Price: $115.00

Summary

Designed for senior undergraduate/graduate level Civil Engineering courses.Extensively revised to reflect the new ACI 318 Building Code, this cutting-edge text analyzes the design of reinforced concrete members through a unique and practical step-by-step trial and adjustment procedure. Supplementing text material with flow charts to logically guide students through the learning process, the book decreases the necessity of actual laboratory testing by offering ample photographs of instructional testing of concrete members. This illustrates the failure of various types of structural members as well as demonstrates how the designed member behaves at ultimate load.

Author Biography

Dr. Edward G. Nawy, distinguished professor in the Department of Civil and Environmental Engineering at Rutgers, The State University of New Jersey. He is recipient of several major awards, including the Henry L. Kennedy Award of the American Concrete Institute, is a licensed Professional Engineer in the States of New York, New Jersey, Pennsylvania, California, and Florida, Evaluator for the Accreditation Board for Engineering and Technology (ABET), and has been a consultant in structural engineering throughout the United States.

Table of Contents

Prefacep. xiii
Introductionp. 1
Historical Development of Structural Concretep. 1
Basic Hypothesis of Reinforced Concretep. 2
Analysis versus Design of Sectionsp. 3
Concrete-Producing Materialsp. 7
Introductionp. 7
Portland Cementp. 8
Water and Airp. 11
Aggregatesp. 12
Admixturesp. 15
Selected Referencesp. 19
Concretep. 20
Introductionp. 20
Proportioning Theoryp. 22
High-Strength High-Performance Concrete Mixtures Designp. 29
PCA Method of Mixture Designp. 40
Estimating Compressive Strength of a Trial Mixture Using the Specified Compressive Strengthp. 40
Mixture Designs for Nuclear-shielding Concretep. 45
Quality Tests on Concretep. 45
Placing and Curing of Concretep. 46
Properties of Hardened Concretep. 47
High-strength Concretep. 58
Selected Referencesp. 66
Problems for Solutionp. 67
Reinforced concretep. 68
Introductionp. 68
Types and Properties of Steel Reinforcementp. 69
Bar Spacing and Concrete Cover for Steel Reinforcementp. 70
Concrete Structural Systemsp. 73
Reliability and Structural Safety of Concrete Componentsp. 74
ACI Load Factors and Safety Marginsp. 79
Design Strength versus Nominal Strength: Strength Reduction Factorp. 80
Quality Control and Quality Assurancep. 81
Selected Referencesp. 88
Flexure in Beamsp. 89
Introductionp. 89
The Equivalent Rectangular Blockp. 93
Balanced Reinforcement Ratio [rho][subscript b]p. 97
Analysis of Singly Reinforced Rectangular Beams for Flexurep. 99
Trial-and-Adjustment Procedures for the Design of Singly Reinforced Beamsp. 104
One-Way Slabsp. 108
Doubly Reinforced Sectionsp. 110
Nonrectangular Sectionsp. 120
Analysis of T and L Beamsp. 121
Trial-and-Adjustment Procedure for the Design of Flanged Sectionsp. 128
Strain Limits Approachp. 135
Concrete Joist Constructionp. 153
SI Expressions and Example for Flexural Design of Beamsp. 155
Selected Referencesp. 159
Problems for Solutionp. 160
Shear and Diagonal Tension in Beamsp. 165
Introductionp. 165
Behavior of Homogeneous Beamsp. 167
Behavior of Reinforced Concrete Beams as Nonhomogeneous Sectionsp. 168
Reinforced Concrete Beams without Diagonal Tension Reinforcementp. 170
Diagonal Tension Analysis of Slender and Intermediate Beamsp. 173
Web Steel Planar Truss Analogyp. 175
Web Reinforcement Design Procedure for Shearp. 179
Examples of the Design of Web Steel for Shearp. 180
Deep Beamsp. 185
Brackets or Corbelsp. 197
SI Design Expressions and Example for Shear Designp. 206
Selected Referencesp. 209
Problems for Solutionp. 210
Torsionp. 213
Introductionp. 213
Pure Torsion in Plain Concrete Elementsp. 216
Torsion in Reinforced Concrete Elementsp. 223
Shear-Torsion-Bending Interactionp. 228
Design of Reinforced Concrete Beams Subjected to Combined Torsion, Bending, and Shearp. 229
SI Metric Torsion Expressions and Example for Torsion Designp. 255
Selected Referencesp. 259
Problems for Solutionp. 261
Serviceability of Beams and One-Way Slabsp. 264
Introductionp. 264
Significance of Deflection Observationp. 265
Deflection Behavior of Beamsp. 265
Long-term Deflectionp. 272
Permissible Deflections in Beams and One-way Slabsp. 274
Computation of Deflectionsp. 275
Deflection of Continuous Beamsp. 280
Operational Deflection Calculation Procedure and Flow Chartp. 290
Deflection Control in One-way Slabsp. 291
Flexural Cracking in Beams and One-way Slabsp. 295
Tolerable Crack Widthsp. 301
ACI 318 Code Provisions for Control of Flexural Crackingp. 301
SI Conversion Expressions and Example of Deflection Evaluationp. 303
Selected Referencesp. 306
Problems for Solutionp. 306
Combined Compression and Bending: Columnsp. 309
Introductionp. 309
Types of Columnsp. 310
Strength of Short Concentrically Loaded Columnsp. 313
Strength of Eccentrically Loaded Columns: Axial Load and Bendingp. 316
Modes of Material Failure in Columnsp. 319
Whitney's Approximate Solution in Lieu of Exact Solutionsp. 330
Column Strength Reduction Factor [phi]p. 335
Load-Moment Strength Interaction Diagrams (P-M Diagrams) for Columns Controlled by Material Failurep. 338
Practical Design Considerationsp. 343
Operational Procedure for the Design of Nonslender Columnsp. 347
Numerical Examples for Analysis and Design of Nonslender Columnsp. 348
Limit State at Buckling Failure (Slender or Long Columns)p. 353
Moment Magnification: First-order Analysisp. 357
Second-order Frame Analysis and the P-[delta] Effectp. 361
Operational Procedure and Flow Chart for the Design of Slender Columnsp. 362
Compression Members in Biaxial Bending: Load Contour Method; Reciprocal Load Method; Modified Load Contour Methodp. 367
SI Expression and Example for the Design of Compression Membersp. 384
Selected Referencesp. 386
Problems for Solutionp. 387
Bond Development of Reinforcing Barsp. 390
Introductionp. 390
Bond Stress Developmentp. 391
Basic Development Lengthp. 395
Development of Flexural Reinforcement in Continuous Beamsp. 406
Splicing of Reinforcementp. 412
Examples of Embedment Length and Splice Design for Beam Reinforcementp. 414
Typical Detailing of Reinforcement and Bar Schedulingp. 418
Selected Referencesp. 428
Problems for Solutionp. 428
Design of Two-Way Slabs and Platesp. 430
Introduction: Review of Methodsp. 430
Flexural Behavior of Two-way Slabs and Platesp. 433
The Direct Design Methodp. 434
Distributed Factored Moments and Slab Reinforcement by the Direct Design Methodp. 438
Design and Analysis Procedure: Direct Design methodp. 448
Equivalent Frame Method for Floor Slab Designp. 470
SI Two-way Slab Design Expressions and Examplep. 481
Direct Method of Deflection Evaluationp. 490
Cracking Behavior and Crack Control in Two-way-action Slabs and Platesp. 496
Yield-line Theory for Two-way Action Platesp. 503
Selected Referencesp. 517
Problems for Solutionp. 518
Footingsp. 520
Introductionp. 520
Types of Foundationsp. 522
Shear and Flexural Behavior of Footingsp. 523
Soil Bearing Pressure at Base of Footingsp. 526
Design Considerations in Flexurep. 531
Design Considerations in Shearp. 532
Operational Procedure for the Design of Footingsp. 534
Examples of Footing Designp. 537
Structural Design of Other Types of Foundationsp. 550
Selected Referencesp. 550
Problems for Solutionp. 551
Continuous Reinforced Concrete Structuresp. 552
Introductionp. 552
Longhand Displacement Methodsp. 554
Force Method of Analysisp. 554
Displacement Method of Analysisp. 560
Finite-element Methods and Computer Usagep. 567
Approximate Analysis of Continuous Beams and Framesp. 568
Limit Design (Analysis) of Indeterminate Beams and Framesp. 594
Selected Referencesp. 604
Problems for Solutionp. 605
Introduction to Prestressed Concretep. 607
Basic Concepts of Prestressingp. 607
Partial Loss of Prestressp. 613
Flexural Design of Prestressed Concrete Elementsp. 619
Ultimate-strength Flexural Design of Prestressed Beamsp. 634
Flow Chart for Strength Flexural Analysis of Prestressed Beamsp. 639
Example 14.5: Ultimate-strength Design of Prestressed Simply Supported Beam by Strain Compatibilityp. 639
Web Reinforcement Design Procedure for Shearp. 644
Selected Referencesp. 648
Problems for Solutionp. 648
Seismic Design of Concrete Structuresp. 652
Introduction: Mechanism of Earthquakesp. 652
Spectral Response Methodp. 657
Equivalent Lateral Force Methodp. 664
Simplified Analysis Procedure for Seismic Design of Buildingsp. 670
Other Aspects in Seismic Designp. 671
Flexural Design of Beams and Columnsp. 671
Seismic Detailing Requirements for Beams and Columnsp. 675
Horizontal Shear in Beam-Column Connections (Joints)p. 679
Design of Shear Wallsp. 681
Design Procedure for Earthquake-Resistant Constructionp. 684
Example 15.1: Seismic Base Shear and Lateral Forces and Moments by the International Building Code (IBC) Approachp. 693
Example 15.2: Design of Confining Reinforcement for Beam-Column Connectionp. 696
Example 15.3: Transverse Reinforcement in a Beam Potential Hinge Regionp. 700
Example 15.4: Probable Shear Strength of Monolithic Beam-Column Jointp. 701
Example 15.5: Seismic Shear Wall Design and Detailingp. 703
Selected Referencesp. 709
Problems for Solutionp. 710
Computer Programs in Q-Basicp. 711
Computer Program EGNAWY1 for Rectangular Beams in Flexure, Shear, and Torsionp. 712
Computer Programs EGNAWY2, EGNAWY3, and EGNAWY4 for Compression Membersp. 716
Computer Programs EGNAWY5 and EGNAWY6 for Flexural Analysis and Design of Flanged Sectionsp. 730
Computer Program EGNAWY7 for Corbelsp. 733
Computer Program EGNAWY8 for Deep Beamsp. 736
Tables and Nomogramsp. 739
Indexp. 769
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