Structural Steel Engineering and Design

1.55 Double-Integration Method of Determining Beam Deflection .... 1.55 Moment-Area Method of Determining Beam Deflection .... 1.56 Conjugate-Beam Method of Determining Beam Deflection .

Preface ix

Section 1 Structural Steel Engineering and

Design 1.1

Part 1 Statics, Stress and Strain, and Flexural

Analysis 1.5 Principles of Statics; Geometric Properties of

Areas 1.5 Graphical Analysis of a Force System 1.5 Analysis of Static Friction 1.7 Analysis of a Structural Frame 1.8 Graphical Analysis of a Plane Truss 1.9 Truss Analysis by the Method of Joints 1.11 Truss Analysis by the Method of Sections 1.13 Reactions of a Three-Hinged Arch 1.14 Length of Cable Carrying Known Loads 1.15 Parabolic Cable Tension and Length 1.17 Catenary Cable Sag and Distance between

Supports 1.18 Stability of a Retaining Wall 1.18 Analysis of a Simple Space Truss 1.19 Analysis of a Compound Space Truss 1.21 Geometric Properties of an Area 1.24 Product of Inertia of an Area 1.26 Properties of an Area with Respect to Rotated

Axes 1.26

Analysis of Stress and Strain 1.27 Stress Caused by an Axial Load 1.28 Deformation Caused by an Axial Load 1.28 Deformation of a Built-Up Member 1.28 Reactions at Elastic Supports 1.29 Analysis of Cable Supporting a Concentrated

Load 1.30 Displacement of Truss Joint 1.31 Axial Stress Caused by Impact Load 1.32 Stresses on an Oblique Plane 1.33 Evaluation of Principal Stresses 1.34 Hoop Stress in Thin-Walled Cylinder under

Pressure 1.35 Stresses in Prestressed Cylinder 1.35 Hoop Stress in Thick-Walled Cylinder 1.36 Thermal Stress Resulting from Heating a

Member 1.37 Thermal Effects in Composite Member Having

Elements in Parallel 1.38 Thermal Effects in Composite Member Having

Elements in Series 1.39 Shrink-Fit Stress and Radial Pressure 1.39 Torsion of a Cylindrical Shaft 1.40 Analysis of a Compound Shaft 1.40 Stresses in Flexural Members 1.41 Shear and Bending Moment in a Beam 1.42 Beam Bending Stresses 1.43 Analysis of a Beam on Movable Supports 1.44 Flexural Capacity of a Compound Beam 1.45 Analysis of a Composite Beam 1.46 Beam Shear Flow and Shearing Stress 1.48 Locating the Shear Center of a Section 1.49

Bending of a Circular Flat Plate 1.50 Bending of a Rectangular Flat Plate 1.51 Combined Bending and Axial Load Analysis 1.51 Flexural Stress in a Curved Member 1.53 Soil Pressure under Dam 1.53 Load Distribution in Pile Group 1.54 Deflection of Beams 1.55 Double-Integration Method of Determining Beam

Deflection 1.55 Moment-Area Method of Determining Beam

Deflection 1.56 Conjugate-Beam Method of Determining Beam

Deflection 1.57 Unit-Load Method of Computing Beam

Deflection 1.58 Deflection of a Cantilever Frame 1.59 Statically Indeterminate Structures 1.61 Shear and Bending Moment of a Beam on a

Yielding Support 1.61 Maximum Bending Stress in Beams Jointly

Supporting a Load 1.62 Theorem of Three Moments 1.63 Theorem of Three Moments: Beam with

Overhang and Fixed End 1.64 Bending-Moment Determination by Moment

Distribution 1.65 Analysis of a Statically Indeterminate Truss 1.67 Moving Loads and Influence Lines 1.69 Analysis of Beam Carrying Moving Concentrated

Loads 1.69 Influence Line for Shear in a Bridge Truss 1.70

Force in Truss Diagonal Caused by a Moving

Uniform Load 1.72 Force in Truss Diagonal Caused by Moving

Concentrated Loads 1.72 Influence Line for Bending Moment in Bridge

Truss 1.74 Force in Truss Chord Caused by Moving

Concentrated Loads 1.75 Influence Line for Bending Moment in Three-

Hinged Arch 1.76 Deflection of a Beam under Moving Loads 1.78 Riveted and Welded Connections 1.78 Capacity of a Rivet 1.79 Investigation of a Lap Splice 1.80 Design of a Butt Splice 1.81 Design of a Pipe Joint 1.82 Moment on Riveted Connection 1.83 Eccentric Load on Riveted Connection 1.84 Design of a Welded Lap Joint 1.86 Eccentric Load on a Welded Connection 1.87 Part 2 Structural Steel Design 1.88 Steel Beams and Plate Girders 1.88 Most Economic Section for a Beam with a

Continuous Lateral Support under a Uniform

Load 1.88 Most Economic Section for a Beam with

Intermittent Lateral Support under Uniform

Load 1.89 Design of a Beam with Reduced Allowable

Stress 1.90 Design of a Cover-Plated Beam 1.92 Design of a Continuous Beam 1.95

Shearing Stress in a Beam - Exact Method 1.96 Shearing Stress in a Beam - Approximate

Method 1.97 Moment Capacity of a Welded Plate Girder 1.97 Analysis of a Riveted Plate Girder 1.98 Design of a Welded Plate Girder 1.99 Steel Columns and Tension Members 1.103 Capacity of a Built-Up Column 1.104 Capacity of a Double-Angle Star Strut 1.105 Section Selection for a Column with Two Effective

Lengths 1.106 Stress in Column with Partial Restraint against

Rotation 1.107 Lacing of Built-Up Column 1.108 Selection of a Column with a Load at an

Intermediate Level 1.109 Design of an Axial Member for Fatigue 1.110 Investigation of a Beam Column 1.111 Application of Beam-Column Factors 1.111 Net Section of a Tension Member 1.112 Design of a Double-Angle Tension Member 1.113 Plastic Design of Steel Structures 1.114 Allowable Load on Bar Supported by Rods 1.115 Determination of Section Shape Factors 1.116 Determination of Ultimate Load by the Static

Method 1.117 Determining the Ultimate Load by the Mechanism

Method 1.119 Analysis of a Fixed-End Beam under

Concentrated Load 1.120 Analysis of a Two-Span Beam with Concentrated

Loads 1.121

Selection of Sizes for a Continuous Beam 1.122 Mechanism-Method Analysis of a Rectangular

Portal Frame 1.124 Analysis of a Rectangular Portal Frame by the

Static Method 1.127 Theorem of Composite Mechanisms 1.127 Analysis of an Unsymmetric Rectangular Portal

Frame 1.128 Analysis of Gable Frame by Static Method 1.130 Theorem of Virtual Displacements 1.132 Gable-Frame Analysis by Using the Mechanism

Method 1.133 Reduction in Plastic-Moment Capacity Caused by

Axial Force 1.134 Load and Resistance Factor Method 1.136 Determining If a Given Beam Is Compact or Non-

Compact 1.138 Determining Column Axial Shortening with a

Specified Load 1.139 Determining the Compressive Strength of a

Welded Section 1.140 Determining Beam Flexural Design Strength for

Minor- and Major-Axis Bending 1.141 Designing Web Stiffeners for Welded Beams 1.142 Determining the Design Moment and Shear

Strength of a Built-up Wide-Flanged Welded

Beam Section 1.144 Finding the Lightest Section to Support a

Specified Load 1.148 Combined Flexure and Compression in Beam-

Columns in a Braced Frame 1.150 Selection of a Concrete-Filled Steel Column 1.156

Determining Design Compressive Strength of

Composite Columns 1.159 Analyzing a Concrete Slab for Composite Action 1.161 Determining the Design Shear Strength of a

Beam Web 1.163 Determining a Bearing Plate for a Beam and Its

End Reaction 1.164 Determining Beam Length to Eliminate Bearing

Plate 1.166 Part 3 Hangers and Connections, Wind-Shear

Analysis 1.167 Design of an Eyebar 1.167 Analysis of a Steel Hanger 1.168 Analysis of a Gusset Plate 1.169 Design of a Semirigid Connection 1.171 Riveted Moment Connection 1.172 Design of a Welded Flexible Beam Connection 1.175 Design of a Welded Seated Beam Connection 1.176 Design of a Welded Moment Connection 1.178 Rectangular Knee of Rigid Bent 1.179 Curved Knee of Rigid Bent 1.180 Base Plate for Steel Column Carrying Axial Load 1.181 Base for Steel Column with End Moment 1.182 Grillage Support for Column 1.183 Wind-Stress Analysis by Portal Method 1.186 Wind-Stress Analysis by Cantilever Method 1.188 Wind-Stress Analysis by Slope-Deflection Method 1.191 Wind Drift of a Building 1.193 Reduction in Wind Drift by Using Diagonal Bracing 1.195 Light-Gage Steel Beam with Unstiffened Flange 1.196

Light-Gage Steel Beam with Stiffened Compression

Flange 1.197

Section 2 Reinforced and Prestressed Concrete

Engineering and Design 2.1

Part 1 Reinforced Concrete 2.3 Design of Flexural Members by Ultimate-Strength

Method 2.3 Capacity of a Rectangular Beam 2.5 Design of a Rectangular Beam 2.6 Design of the Reinforcement in a Rectangular

Beam of Given Size 2.7 Capacity of a T Beam 2.7 Capacity of a T Beam of Given Size 2.8 Design of Reinforcement in a T Beam of Given

Size 2.9 Reinforcement Area for a Doubly Reinforced

Rectangular Beam 2.9 Design of Web Reinforcement 2.11 Determination of Bond Stress 2.13 Design of Interior Span of a One-Way Slab 2.14 Analysis of a Two-Way Slab by the Yield-Line

Theory 2.16 Design of Flexural Members by the Working-Stress

Method 2.18 Stresses in a Rectangular Beam 2.20 Capacity of a Rectangular Beam 2.22 Design of Reinforcement in a Rectangular Beam

of Given Size 2.23 Design of a Rectangular Beam 2.24 Design of Web Reinforcement 2.24 Capacity of a T Beam 2.26

Design of a T Beam Having Concrete Stressed to

Capacity 2.27 Design of a T Beam Having Steel Stressed to

Capacity 2.28 Reinforcement for Doubly Reinforced

Rectangular Beam 2.29 Deflection of a Continuous Beam 2.30 Design of Compression Members by Ultimate-

Strength Method 2.32 Analysis of a Rectangular Member by Interaction

Diagram 2.32 Axial-Load Capacity of Rectangular Member 2.34 Allowable Eccentricity of a Member 2.36 Design of Compression Members by Working-

Stress Method 2.36 Design of a Spirally Reinforced Column 2.37 Analysis of a Rectangular Member by Interaction

Diagram 2.38 Axial-Load Capacity of a Rectangular Member 2.40 Design of Column Footings 2.41 Design of an Isolated Square Footing 2.42 Combined Footing Design 2.43 Cantilever Retaining Walls 2.46 Design of a Cantilever Retaining Wall 2.47 Part 2 Prestressed Concrete 2.51 Determination of Prestress Shear and Moment 2.53 Stresses in a Beam with Straight Tendons 2.54 Determination of Capacity and Prestressing Force

for a Beam with Straight Tendons 2.57 Beam with Deflected Tendons 2.59 Beam with Curved Tendons 2.60

Determination of Section Moduli 2.61 Effect of Increase in Beam Span 2.62 Effect of Beam Overload 2.62 Prestressed-Concrete Beam Design Guides 2.63 Kern Distances 2.63 Magnel Diagram Construction 2.64 Camber of a Beam at Transfer 2.66 Design of a Double-T Roof Beam 2.68 Design of a Posttensioned Girder 2.71 Properties of a Parabolic Arc 2.75 Alternative Methods of Analyzing a Beam with

Parabolic Trajectory 2.76 Prestress Moments in a Continuous Beam 2.78 Principle of Linear Transformation 2.79 Concordant Trajectory of a Beam 2.81 Design of Trajectory to Obtain Assigned Prestress

Moments 2.82 Effect of Varying Eccentricity at End Support 2.82 Design of Trajectory for a Two-Span Continuous

Beam 2.83 Reactions for a Continuous Beam 2.90 Steel Beam Encased in Concrete 2.90 Composite Steel-and-Concrete Beam 2.92 Design of a Concrete Joist in a Ribbed Floor 2.95 Design of a Stair Slab 2.97 Free Vibratory Motion of a Rigid Bent 2.98

Section 3 Timber Engineering 3.1

Bending Stress and Deflection of Wood Joists 3.2 Shearing Stress Caused by Stationary Concentrated

Load 3.2

Shearing Stress Caused by Moving Concentrated

Load 3.3 Strength of Deep Wooden Beams 3.3 Design of a Wood-Plywood Beam 3.4 Determining the Capacity of a Solid Column 3.6 Design of a Solid Wooden Column 3.6 Investigation of a Spaced Column 3.7 Compression on an Oblique Plane 3.8 Design of a Notched Joint 3.8 Allowable Lateral Load on Nails 3.9 Capacity of Lag Screws 3.10 Design of a Bolted Splice 3.10 Investigation of a Timber-Connector Joint 3.11

Section 4 Soil Mechanics 4.1

Soil Mechanics 4.1 Composition of Soil 4.2 Specific Weight of Soil Mass 4.3 Analysis of Quicksand Conditions 4.3 Measurement of Permeability by Falling-Head

Permeameter 4.4 Construction of Flow Net 4.4 Soil Pressure Caused by Point Load 4.6 Vertical Force on Rectangular Area Caused by

Point Load 4.7 Vertical Pressure Caused by Rectangular Loading 4.8 Appraisal of Shearing Capacity of Soil by

Unconfined Compression Test 4.8 Appraisal of Shearing Capacity of Soil by Triaxial

Compression Test 4.10

Earth Thrust on Retaining Wall Calculated by

Rankine's Theory 4.11 Earth Thrust on Retaining Wall Calculated by

Coulomb's Theory 4.13 Earth Thrust on Timbered Trench Calculated by

General Wedge Theory 4.14 Thrust on a Bulkhead 4.16 Cantilever Bulkhead Analysis 4.17 Anchored Bulkhead Analysis 4.18 Stability of Slope by Method of Slices 4.20 Stability of Slope by φ-Circle Method 4.22 Analysis of Footing Stability by Terzaghi's

Formula 4.24 Soil Consolidation and Change in Void Ratio 4.25 Compression Index and Void Ratio of a Soil 4.26 Settlement of Footing 4.27 Determination of Footing Size by Housel's Method 4.28 Application of Pile-Driving Formula 4.28 Capacity of a Group of Friction Piles 4.29 Load Distribution among Hinged Batter Piles 4.30 Load Distribution among Piles with Fixed Bases 4.32 Load Distribution among Piles Fixed at Top and

Bottom 4.33 Economics of Cleanup Methods in Soil Mechanics 4.34 Recycle Profit Potentials in Municipal Wastes 4.34 Choice of Cleanup Technology for Contaminated

Waste Sites 4.36 Cleaning up a Contaminated Waste Site via

Bioremediation 4.41 Work Required to Clean Oil-Polluted Beaches 4.48

Section 5 Surveying, Route Design, and Highway

Bridges 5.1

Surveying and Route Design 5.2 Plotting a Closed Traverse 5.2 Area of Tract with Rectilinear Boundaries 5.4 Partition of a Tract 5.5 Area of Tract with Meandering Boundary: Offsets at

Irregular Intervals 5.7 Differential Leveling Procedure 5.8 Stadia Surveying 5.9 Volume of Earthwork 5.10 Determination of Azimuth of a Star by Field

Astronomy 5.11 Time of Culmination of a Star 5.14 Plotting a Circular Curve 5.14 Intersection of Circular Curve and Straight Line 5.17 Realignment of Circular Curve by Displacement of

Forward Tangent 5.18 Characteristics of a Compound Curve 5.18 Analysis of a Highway Transition Spiral 5.20 Transition Spiral: Transit at Intermediate Station 5.24 Plotting a Parabolic Arc 5.25 Location of a Single Station on a Parabolic Arc 5.28 Location of a Summit 5.29 Parabolic Curve to Contain a Given Point 5.29 Sight Distance on a Vertical Curve 5.31 Mine Surveying: Grade of Drift 5.32 Determining Strike and Dip from Two Apparent

Dips 5.33