{"product_id":"design-of-highway-bridges-9781119646297","title":"Design of Highway Bridges","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003e\u003cp\u003e\u003cb\u003eThe latest in bridge design and analysisrevised to reflect the eighth edition of the AASHTO LRFD specifications\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003ci\u003eDesign of Highway Bridges: An LRFD Approach, 4th Edition\u003c\/i\u003e, offers up-to-date coverage of engineering fundamentals for the design of short- and medium-span bridges. Fully updated to incorporate the 8\u003csup\u003eth\u003c\/sup\u003e Edition of the AASHTO Load and Resistance Factor Design Specifications, this invaluable resource offers civil engineering students and practitioners a a comprehensive introduction to the latest construction methods and materials in bridge design, including Accelerated Bridge Construction (ABC), ultra high-performance concrete (UHPC), and Practical 3D Rigorous Analysis. This updated Fourth Edition offers:\u003c\/p\u003e \u003cul\u003e \u003cli\u003eDozens of end-of-chapter worked problems and design examples based on the latest AASHTO LRFD Specifications.\u003c\/li\u003e \u003cli\u003eAccess to a Solutions Manual and multiple bridge plans including cast-in-place, precast concrete, and steel multi-\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003e\u003cp\u003e\u003cb\u003ePart I General Aspects of Bridge Design\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 Introduction To Bridge Engineering 3\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 A Bridge Is the Key Element in a Transportation System 3\u003c\/p\u003e \u003cp\u003e1.2 Bridge Engineering in the United States 3\u003c\/p\u003e \u003cp\u003e1.2.1 Stone Arch Bridges 3\u003c\/p\u003e \u003cp\u003e1.2.2 Wooden Bridges 4\u003c\/p\u003e \u003cp\u003e1.2.3 Metal Truss Bridges 6\u003c\/p\u003e \u003cp\u003e1.2.4 Suspension Bridges 8\u003c\/p\u003e \u003cp\u003e1.2.5 Metal Arch Bridges 10\u003c\/p\u003e \u003cp\u003e1.2.6 Reinforced Concrete Bridges 12\u003c\/p\u003e \u003cp\u003e1.2.7 Girder Bridges 13\u003c\/p\u003e \u003cp\u003e1.2.8 Closing Remarks 14\u003c\/p\u003e \u003cp\u003e1.3 Bridge Engineer—Planner, Architect, Designer, Constructor, and Facility Manager 15\u003c\/p\u003e \u003cp\u003eReferences 15\u003c\/p\u003e \u003cp\u003eProblems 15\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 Specifications and Bridge Failures 17\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Bridge Specifications 17\u003c\/p\u003e \u003cp\u003e2.2 Implication of Bridge Failures on Practice 18\u003c\/p\u003e \u003cp\u003e2.2.1 Silver Bridge, Point Pleasant, West Virginia, December 15, 1967 18\u003c\/p\u003e \u003cp\u003e2.2.2 I-5 and I-210 Interchange, San Fernando, California, February 9, 1971 19\u003c\/p\u003e \u003cp\u003e2.2.3 Sunshine Skyway, Tampa Bay, Florida, May 9, 1980 21\u003c\/p\u003e \u003cp\u003e2.2.4 Mianus River Bridge, Greenwich, Connecticut, June 28, 1983 22\u003c\/p\u003e \u003cp\u003e2.2.5 Schoharie Creek Bridge, Amsterdam, New York, April 5, 1987 24\u003c\/p\u003e \u003cp\u003e2.2.6 Cypress Viaduct, Loma Prieta Earthquake, October 17, 1989 25\u003c\/p\u003e \u003cp\u003e2.2.7 I-35W Bridge, Minneapolis, Minnesota, August 1, 2007 26\u003c\/p\u003e \u003cp\u003e2.2.8 Failures during Construction 30\u003c\/p\u003e \u003cp\u003e2.2.9 Failures Continue and Current Data 30\u003c\/p\u003e \u003cp\u003e2.2.10 Evolving Bridge Engineering Practice 51\u003c\/p\u003e \u003cp\u003eReferences 51\u003c\/p\u003e \u003cp\u003eProblems 51\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 Bridge Aesthetics 53\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 53\u003c\/p\u003e \u003cp\u003e3.2 Nature of the Structural Design Process 53\u003c\/p\u003e \u003cp\u003e3.2.1 Description and Justification 53\u003c\/p\u003e \u003cp\u003e3.2.2 Public and Personal Knowledge 54\u003c\/p\u003e \u003cp\u003e3.2.3 Regulation 54\u003c\/p\u003e \u003cp\u003e3.2.4 Design Process 55\u003c\/p\u003e \u003cp\u003e3.3 Aesthetics in Bridge Design 56\u003c\/p\u003e \u003cp\u003e3.3.1 Definition of Aesthetics 56\u003c\/p\u003e \u003cp\u003e3.3.2 Qualities of Aesthetic Design 57\u003c\/p\u003e \u003cp\u003e3.3.3 Practical Guidelines for Medium- and Short-Span Bridges 67\u003c\/p\u003e \u003cp\u003e3.3.4 Computer Modeling 75\u003c\/p\u003e \u003cp\u003e3.3.5 Web References 79\u003c\/p\u003e \u003cp\u003e3.3.6 Closing Remarks on Aesthetics 79\u003c\/p\u003e \u003cp\u003eReferences 79\u003c\/p\u003e \u003cp\u003eProblems 80\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 Bridge Types and Selection 81\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Main Structure below the Deck Line 81\u003c\/p\u003e \u003cp\u003e4.2 Main Structure above the Deck Line 81\u003c\/p\u003e \u003cp\u003e4.3 Main Structure Coincides with the Deck Line 84\u003c\/p\u003e \u003cp\u003e4.4 Closing Remarks on Bridge Types 87\u003c\/p\u003e \u003cp\u003e4.5 Selection of Bridge Type 87\u003c\/p\u003e \u003cp\u003e4.5.1 Factors To Be Considered 87\u003c\/p\u003e \u003cp\u003e4.5.2 Bridge Types Used for Different Span Lengths 89\u003c\/p\u003e \u003cp\u003e4.5.3 Closing Remarks 92\u003c\/p\u003e \u003cp\u003eReferences 93\u003c\/p\u003e \u003cp\u003eProblems 93\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 Design Limit States 95\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 95\u003c\/p\u003e \u003cp\u003e5.2 Development of Design Procedures 95\u003c\/p\u003e \u003cp\u003e5.2.1 Allowable Stress Design 95\u003c\/p\u003e \u003cp\u003e5.2.2 Variability of Loads 96\u003c\/p\u003e \u003cp\u003e5.2.3 Shortcomings of Allowable Stress Design 96\u003c\/p\u003e \u003cp\u003e5.2.4 Load and Resistance Factor Design 97\u003c\/p\u003e \u003cp\u003e5.3 Design Limit States 97\u003c\/p\u003e \u003cp\u003e5.3.1 General 97\u003c\/p\u003e \u003cp\u003e5.3.2 Service Limit State 99\u003c\/p\u003e \u003cp\u003e5.3.3 Fatigue and Fracture Limit State 99\u003c\/p\u003e \u003cp\u003e5.3.4 Strength Limit State 100\u003c\/p\u003e \u003cp\u003e5.3.5 Extreme Event Limit State 101\u003c\/p\u003e \u003cp\u003e5.3.6 Construction Limit States 102\u003c\/p\u003e \u003cp\u003e5.4 Closing Remarks 102\u003c\/p\u003e \u003cp\u003eReferences 102\u003c\/p\u003e \u003cp\u003eProblems 103\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 Principles of Probabilistic Design 105\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 105\u003c\/p\u003e \u003cp\u003e6.1.1 Frequency Distribution and Mean Value 105\u003c\/p\u003e \u003cp\u003e6.1.2 Standard Deviation 105\u003c\/p\u003e \u003cp\u003e6.1.3 Probability Density Functions 106\u003c\/p\u003e \u003cp\u003e6.1.4 Bias Factor 107\u003c\/p\u003e \u003cp\u003e6.1.5 Coefficient of Variation 107\u003c\/p\u003e \u003cp\u003e6.1.6 Probability of Failure 108\u003c\/p\u003e \u003cp\u003e6.1.7 Safety Index \u003ci\u003e𝛽 \u003c\/i\u003e109\u003c\/p\u003e \u003cp\u003e6.2 Calibration of LRFD Code 111\u003c\/p\u003e \u003cp\u003e6.2.1 Overview of the Calibration Process 111\u003c\/p\u003e \u003cp\u003e6.2.2 Calibration Using Reliability Theory 111\u003c\/p\u003e \u003cp\u003e6.2.3 Calibration of Fitting with ASD 115\u003c\/p\u003e \u003cp\u003e6.3 Closing Remarks 116\u003c\/p\u003e \u003cp\u003eReferences 116\u003c\/p\u003e \u003cp\u003eProblems 116\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 Geometric Design Considerations 119\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction to Geometric Roadway Considerations 119\u003c\/p\u003e \u003cp\u003e7.2 Roadway Widths 119\u003c\/p\u003e \u003cp\u003e7.3 Vertical Clearances 120\u003c\/p\u003e \u003cp\u003e7.4 Interchanges 120\u003c\/p\u003e \u003cp\u003eReferences 121\u003c\/p\u003e \u003cp\u003eProblem 121\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart II Loads and Analysis\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 Loads 125\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 125\u003c\/p\u003e \u003cp\u003e8.2 Gravity Loads 125\u003c\/p\u003e \u003cp\u003e8.2.1 Permanent Loads 125\u003c\/p\u003e \u003cp\u003e8.2.2 Transient Loads 126\u003c\/p\u003e \u003cp\u003e8.3 Lateral Loads 138\u003c\/p\u003e \u003cp\u003e8.3.1 Fluid Forces 138\u003c\/p\u003e \u003cp\u003e8.3.2 Seismic Loads 141\u003c\/p\u003e \u003cp\u003e8.3.3 Ice Forces 145\u003c\/p\u003e \u003cp\u003e8.4 Forces Due to Deformations 150\u003c\/p\u003e \u003cp\u003e8.4.1 Temperature 150\u003c\/p\u003e \u003cp\u003e8.4.2 Creep and Shrinkage 152\u003c\/p\u003e \u003cp\u003e8.4.3 Settlement 152\u003c\/p\u003e \u003cp\u003e8.5 Collision Loads 152\u003c\/p\u003e \u003cp\u003e8.5.1 Vessel Collision 152\u003c\/p\u003e \u003cp\u003e8.5.2 Rail Collision 152\u003c\/p\u003e \u003cp\u003e8.5.3 Vehicle Collision 152\u003c\/p\u003e \u003cp\u003e8.6 Blast Loading 152\u003c\/p\u003e \u003cp\u003e8.7 Summary 153\u003c\/p\u003e \u003cp\u003eReferences 153\u003c\/p\u003e \u003cp\u003eProblems 154\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 Influence Functions and Girder-Line Analysis 155\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 155\u003c\/p\u003e \u003cp\u003e9.2 Definition 155\u003c\/p\u003e \u003cp\u003e9.3 Statically Determinate Beams 156\u003c\/p\u003e \u003cp\u003e9.3.1 Concentrated Loads 156\u003c\/p\u003e \u003cp\u003e9.3.2 Uniform Loads 158\u003c\/p\u003e \u003cp\u003e9.4 Muller–Breslau Principle 159\u003c\/p\u003e \u003cp\u003e9.4.1 Betti’s Theorem 159\u003c\/p\u003e \u003cp\u003e9.4.2 Theory of Muller–Breslau Principle 160\u003c\/p\u003e \u003cp\u003e9.4.3 Qualitative Influence Functions 161\u003c\/p\u003e \u003cp\u003e9.5 Statically Indeterminate Beams 161\u003c\/p\u003e \u003cp\u003e9.5.1 Integration of Influence Functions 164\u003c\/p\u003e \u003cp\u003e9.5.2 Relationship between Influence Functions 164\u003c\/p\u003e \u003cp\u003e9.5.3 Muller–Breslau Principle for End Moments 167\u003c\/p\u003e \u003cp\u003e9.5.4 Automation by Matrix Structural Analysis 168\u003c\/p\u003e \u003cp\u003e9.6 Normalized Influence Functions 170\u003c\/p\u003e \u003cp\u003e9.7 AASHTO Vehicle Loads 170\u003c\/p\u003e \u003cp\u003e9.8 Influence Surfaces 178\u003c\/p\u003e \u003cp\u003e9.9 Summary 179\u003c\/p\u003e \u003cp\u003eReferences 180\u003c\/p\u003e \u003cp\u003eProblems 180\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 System Analysis—Introduction 183\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 183\u003c\/p\u003e \u003cp\u003e10.2 Safety of Methods 185\u003c\/p\u003e \u003cp\u003e10.2.1 Equilibrium for Safe Design 185\u003c\/p\u003e \u003cp\u003e10.2.2 Stress Reversal and Residual Stress 187\u003c\/p\u003e \u003cp\u003e10.2.3 Repetitive Overloads 188\u003c\/p\u003e \u003cp\u003e10.2.4 Fatigue and Serviceability 191\u003c\/p\u003e \u003cp\u003e10.3 Summary 192\u003c\/p\u003e \u003cp\u003eReferences 192\u003c\/p\u003e \u003cp\u003eProblem 192\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 System Analysis—Gravity Loads 193\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Slab Girder Bridges 193\u003c\/p\u003e \u003cp\u003e11.2 Slab Bridges 215\u003c\/p\u003e \u003cp\u003e11.3 Slabs in Slab Girder Bridges 219\u003c\/p\u003e \u003cp\u003e11.4 Box Girder Bridges 228\u003c\/p\u003e \u003cp\u003e11.5 Closing Remarks 234\u003c\/p\u003e \u003cp\u003eReferences 234\u003c\/p\u003e \u003cp\u003eProblems 235\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12 System Analysis—Lateral, Temperature, Shrinkage, and Prestress Loads 237\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Lateral Load Analysis 237\u003c\/p\u003e \u003cp\u003e12.1.1 Wind Loads 237\u003c\/p\u003e \u003cp\u003e12.1.2 Seismic Load Analysis 238\u003c\/p\u003e \u003cp\u003e12.2 Temperature, Shrinkage, and Prestress 240\u003c\/p\u003e \u003cp\u003e12.2.1 General 240\u003c\/p\u003e \u003cp\u003e12.2.2 Prestressing 241\u003c\/p\u003e \u003cp\u003e12.2.3 Temperature Effects 241\u003c\/p\u003e \u003cp\u003e12.2.4 Shrinkage and Creep 244\u003c\/p\u003e \u003cp\u003e12.3 Closing Remarks 244\u003c\/p\u003e \u003cp\u003eReferences 245\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart III Concrete Bridges\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13 Reinforced Concrete Material Response and Properties 249\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 249\u003c\/p\u003e \u003cp\u003e13.2 Reinforced and Prestressed Concrete Material Response 249\u003c\/p\u003e \u003cp\u003e13.3 Constituents of Fresh Concrete 250\u003c\/p\u003e \u003cp\u003e13.4 Properties of Hardened Concrete 252\u003c\/p\u003e \u003cp\u003e13.4.1 Short-Term Properties of Concrete 252\u003c\/p\u003e \u003cp\u003e13.4.2 Long-Term Properties of Concrete 257\u003c\/p\u003e \u003cp\u003e13.5 Properties of Steel Reinforcement 261\u003c\/p\u003e \u003cp\u003e13.5.1 Nonprestressed Steel Reinforcement 262\u003c\/p\u003e \u003cp\u003e13.5.2 Prestressing Steel 263\u003c\/p\u003e \u003cp\u003eReferences 265\u003c\/p\u003e \u003cp\u003eProblems 266\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14 Behavior of Reinforced Concrete Members 267\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Limit States 267\u003c\/p\u003e \u003cp\u003e14.1.1 Service Limit State 267\u003c\/p\u003e \u003cp\u003e14.1.2 Fatigue Limit State 270\u003c\/p\u003e \u003cp\u003e14.1.3 Strength Limit State 273\u003c\/p\u003e \u003cp\u003e14.1.4 Extreme Event Limit State 274\u003c\/p\u003e \u003cp\u003e14.2 Flexural Strength of Reinforced Concrete Members 275\u003c\/p\u003e \u003cp\u003e14.2.1 Depth to Neutral Axis for Beams with Bonded Tendons 275\u003c\/p\u003e \u003cp\u003e14.2.2 Depth to Neutral Axis for Beams with Unbonded Tendons 277\u003c\/p\u003e \u003cp\u003e14.2.3 Nominal Flexural Strength 278\u003c\/p\u003e \u003cp\u003e14.2.4 Ductility, Maximum Tensile Reinforcement, and Resistance Factor Adjustment 280\u003c\/p\u003e \u003cp\u003e14.2.5 Minimum Tensile Reinforcement 283\u003c\/p\u003e \u003cp\u003e14.2.6 Loss of Prestress 283\u003c\/p\u003e \u003cp\u003e14.3 Shear Strength of Reinforced Concrete Members 288\u003c\/p\u003e \u003cp\u003e14.3.1 Variable-Angle Truss Model 289\u003c\/p\u003e \u003cp\u003e14.3.2 Modified Compression Field Theory 290\u003c\/p\u003e \u003cp\u003e14.3.3 Shear Design Using Modified Compression Field Theory 297\u003c\/p\u003e \u003cp\u003e14.4 Closing Remarks 305\u003c\/p\u003e \u003cp\u003eReferences 305\u003c\/p\u003e \u003cp\u003eProblems 306\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15 Concrete Barrier Strength and Deck Design 307\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Concrete Barrier Strength 307\u003c\/p\u003e \u003cp\u003e15.1.1 Strength of Uniform Thickness Barrier Wall 307\u003c\/p\u003e \u003cp\u003e15.1.2 Strength of Variable Thickness Barrier Wall 309\u003c\/p\u003e \u003cp\u003e15.1.3 Crash Testing of Barriers 309\u003c\/p\u003e \u003cp\u003e15.2 Concrete Deck Design 309\u003c\/p\u003e \u003cp\u003eReferences 326\u003c\/p\u003e \u003cp\u003eProblems 326\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 16 Concrete Design Examples 327\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Solid Slab Bridge Design 327\u003c\/p\u003e \u003cp\u003e16.2 T-Beam Bridge Design 335\u003c\/p\u003e \u003cp\u003e16.3 Prestressed Girder Bridge 353\u003c\/p\u003e \u003cp\u003eReferences 371\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart IV Steel Bridges\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 17 Steel Bridges 375\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction 375\u003c\/p\u003e \u003cp\u003e17.2 Material Properties 375\u003c\/p\u003e \u003cp\u003e17.2.1 Steelmaking Process: Traditional 375\u003c\/p\u003e \u003cp\u003e17.2.2 Steelmaking Process: Mini Mills 376\u003c\/p\u003e \u003cp\u003e17.2.3 Steelmaking Process: Environmental Considerations 376\u003c\/p\u003e \u003cp\u003e17.2.4 Production of Finished Products 377\u003c\/p\u003e \u003cp\u003e17.2.5 Residual Stresses 377\u003c\/p\u003e \u003cp\u003e17.2.6 Heat Treatments 378\u003c\/p\u003e \u003cp\u003e17.2.7 Classification of Structural Steels 378\u003c\/p\u003e \u003cp\u003e17.2.8 Effects of Repeated Stress (Fatigue) 383\u003c\/p\u003e \u003cp\u003e17.2.9 Brittle Fracture Considerations 384\u003c\/p\u003e \u003cp\u003e17.3 Summary 386\u003c\/p\u003e \u003cp\u003eReferences 386\u003c\/p\u003e \u003cp\u003eProblem 386\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 18 Limit States and General Requirements 387\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Limit States 387\u003c\/p\u003e \u003cp\u003e18.1.1 Service Limit State 387\u003c\/p\u003e \u003cp\u003e18.1.2 Fatigue and Fracture Limit State 388\u003c\/p\u003e \u003cp\u003e18.1.3 Strength Limit States 399\u003c\/p\u003e \u003cp\u003e18.1.4 Extreme Event Limit State 399\u003c\/p\u003e \u003cp\u003e18.2 General Design Requirements 399\u003c\/p\u003e \u003cp\u003e18.2.1 Effective Length of Span 400\u003c\/p\u003e \u003cp\u003e18.2.2 Dead-Load Camber 400\u003c\/p\u003e \u003cp\u003e18.2.3 Minimum Thickness of Steel 400\u003c\/p\u003e \u003cp\u003e18.2.4 Diaphragms and Cross Frames 400\u003c\/p\u003e \u003cp\u003e18.2.5 Lateral Bracing 400\u003c\/p\u003e \u003cp\u003eReferences 401\u003c\/p\u003e \u003cp\u003eProblems 401\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 19 Steel Component Resistance 403\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Tensile Members 403\u003c\/p\u003e \u003cp\u003e19.1.1 Types of Connections 403\u003c\/p\u003e \u003cp\u003e19.1.2 Tensile Resistance—Specifications 403\u003c\/p\u003e \u003cp\u003e19.1.3 Strength of Connections for Tension Members 406\u003c\/p\u003e \u003cp\u003e19.2 Compression Members 406\u003c\/p\u003e \u003cp\u003e19.2.1 Column Stability—Behavior 406\u003c\/p\u003e \u003cp\u003e19.2.2 Inelastic Buckling—Behavior 408\u003c\/p\u003e \u003cp\u003e19.2.3 Compressive Resistance—Specifications 409\u003c\/p\u003e \u003cp\u003e19.2.4 Connections for Compression Members 412\u003c\/p\u003e \u003cp\u003e19.3 I-Sections in Flexure 412\u003c\/p\u003e \u003cp\u003e19.3.1 General 412\u003c\/p\u003e \u003cp\u003e19.3.2 Yield Moment and Plastic Moment 415\u003c\/p\u003e \u003cp\u003e19.3.3 Stability Related to Flexural Resistance 421\u003c\/p\u003e \u003cp\u003e19.3.4 Limit States 432\u003c\/p\u003e \u003cp\u003e19.3.5 Summary of I-Sections in Flexure 434\u003c\/p\u003e \u003cp\u003e19.3.6 Closing Remarks on I-Sections in Flexure 434\u003c\/p\u003e \u003cp\u003e19.4 Shear Resistance of I-Sections 438\u003c\/p\u003e \u003cp\u003e19.4.1 Beam Action Shear Resistance 438\u003c\/p\u003e \u003cp\u003e19.4.2 Tension Field Action Shear Resistance 440\u003c\/p\u003e \u003cp\u003e19.4.3 Combined Shear Resistance 442\u003c\/p\u003e \u003cp\u003e19.4.4 Shear Resistance of Unstiffened Webs 443\u003c\/p\u003e \u003cp\u003e19.5 Shear Connectors 444\u003c\/p\u003e \u003cp\u003e19.5.1 Fatigue Limit State for Stud Connectors 444\u003c\/p\u003e \u003cp\u003e19.5.2 Strength Limit State for Stud Connectors 445\u003c\/p\u003e \u003cp\u003e19.6 Stiffeners 449\u003c\/p\u003e \u003cp\u003e19.6.1 Transverse Intermediate Stiffeners 449\u003c\/p\u003e \u003cp\u003e19.6.2 Bearing Stiffeners 451\u003c\/p\u003e \u003cp\u003eReferences 453\u003c\/p\u003e \u003cp\u003eProblems 453\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 20 Steel Design Examples 455\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e20.1 Noncomposite Rolled Steel Beam Bridge 455\u003c\/p\u003e \u003cp\u003e20.2 Composite Rolled Steel Beam Bridge 465\u003c\/p\u003e \u003cp\u003e20.3 Multiple-Span Composite Steel Plate Girder Beam Bridge 473\u003c\/p\u003e \u003cp\u003e20.3.1 Problem Statement Example 20.3 473\u003c\/p\u003e \u003cp\u003eReferences 509\u003c\/p\u003e \u003cp\u003eAppendix A Influence Functions For Deck Analysis 511\u003c\/p\u003e \u003cp\u003eAppendix B Transverse Deck Moments Per AASHTO Appendix A4 513\u003c\/p\u003e \u003cp\u003eAppendix C Metal Reinforcement Information 515\u003c\/p\u003e \u003cp\u003eAppendix D Refined Estimate of Time-Dependent Losses 517\u003c\/p\u003e \u003cp\u003eReferences 522\u003c\/p\u003e \u003cp\u003eAppendix E NCHRP 12-33 Project Team 523\u003c\/p\u003e \u003cp\u003eTask Groups 523\u003c\/p\u003e \u003cp\u003eAppendix F Live-Load Distribution—Rigid Method 525\u003c\/p\u003e \u003cp\u003eIndex 527\u003c\/p\u003e\n\u003c\/li\u003e\n\u003c\/ul\u003e","brand":"John Wiley \u0026 Sons Inc","offers":[{"title":"Default Title","offer_id":49407108350295,"sku":"9781119646297","price":999.99,"currency_code":"GBP","in_stock":false}],"url":"https:\/\/bookcurl.com\/products\/design-of-highway-bridges-9781119646297","provider":"Book Curl","version":"1.0","type":"link"}