xiii Preface to the Fifth Edition Preface to the Second Edition Factors for Conversion to SI Units of

Transcription

1 Structural Steel Designer's Handbook Table Of Contents: Contributors xiii Preface to the Fifth Edition xv Preface to the Second Edition xvii Factors for Conversion to SI Units of xix Measurement Chapter 1 Properties of Structural Steels and 1 (1) Effects of Steelmaking and Fabrication Roger L. Brockenbrough 1.1 Structural Steel Shapes and Plates 1 (6) 1.2 Steel-Quality Designations 7 (1) 1.3 Steel Sheet and Strip for Structural Applications 7 (3) 1.4 Tubing for Structural Applications 10 (1) 1.5 Steel Cable for Structural Applications 11 (1) 1.6 Tensile Properties 12 (2) 1.7 Properties in Shear 14 (1) 1.8 Hardness Tests 14 (1) 1.9 Effect of Cold Work on Tensile 15 (1) Properties 1.10 Effect of Strain Rate on Tensile 16 (1)

2 Properties 1.11 Effect of Elevated Temperatures on 17 (3) Tensile Properties 1.12 Fatigue 20 (1) 1.13 Brittle Fracture 20 (2) 1.14 Residual Stresses 22 (1) 1.15 Lamellar Tearing 23 (1) 1.16 Welded Splices in Heavy Sections 24 (1) 1.17 k-area Cracking 24 (1) 1.18 Variations in Mechanical Properties 25 (1) 1.19 Changes in Carbon Steels on Heating 25 (2) and Cooling 1.20 Effects of Grain Size 27 (1) 1.21 Annealing and Normalizing 28 (1) 1.22 Effects of Chemistry on Steel 28 (2) Properties 1.23 Steelmaking Methods 30 (1) 1.24 Casting and Hot Rolling 31 (2) 1.25 Effects of Punching Holes and 33 (1) Shearing 1.26 Effects of Welding 34 (1) 1.27 Effects of Thermal Cutting 34 Chapter 2 Fabrication and Erection 1 (1) Thomas Schlafly 2.1 Estimates, Material Orders, and Shop Drawings 1 (2) 2.2 Requirements for Drawings 3 (2) 2.3 Fabrication Practices and Processes: 5 (3) Material Preparation 2.4 Fabrication Practices and Processes: Assembly, Fitting, and Fastening 8 (4)

3 2.5 Shop Assembly 12 (2) 2.6 Rolled Sections 14 (1) 2.7 Built-Up Sections 15 (2) 2.8 Cleaning and Painting 17 (1) 2.9 Fabrication Tolerances 18 (1) 2.10 Steel Frame Erection 19 (1) 2.11 Erection Equipment 19 (5) 2.12 Erection Methods for Buildings 24 (2) 2.13 Erection Procedure for Bridges 26 (2) 2.14 Field Tolerances 28 (1) 2.15 Coordination and Constructability 29 (1) 2.16 Safety Concerns 29 (1) 2.17 Quality Control and Quality Assurance 29 Chapter 3 Connections 1 (1) Larry S. Muir William A. Thornton 3.1 General Considerations for Connection Design 1 (9) 3.2 Design of Fasteners and Welds 10 (30) 3.3 General Connection Design Procedure 40 (11) 3.4 Shear and Axial Beam End Connections 51 (8) 3.5 Axial Connections 59 (18) 3.6 Moment Connections 77 (8) 3.7 Vertical Brace Design by Uniform Force 85 (19) Method 3.8 References 104 Chapter 4 Building Codes, Loads, and Fire 1 (1) Protection Nestor R. Iwankiw 4.1 Building Codes 1 (1) 4.2 Approval of Special Construction 2 (1)

4 4.3 Standard Specifications 2 (1) 4.4 Building Occupancy Loads 2 (5) 4.5 Roof Loads 7 (6) 4.6 Wind Loads 13 (8) 4.7 Seismic Loads 21 (9) 4.8 Impact Loads 30 (1) 4.9 Crane-Runway Loads 30 (1) 4.10 Self-Straining Load Effects 31 (1) 4.11 Combined Loads 31 (1) 4.12 Fire Protection 32 Chapter 5 Criteria for Building Design 1 (1) Roger L. Brockenbrough 5.1 Materials, Design Methods, and Other 2 (5) Considerations 5.2 Design for Stability 7 (4) 5.3 Design of Tension Members 11 (3) 5.4 Design of Compression Members 14 (5) 5.5 Design of Flexural Members 19 (9) 5.6 Design of Members for Shear 28 (4) 5.7 Design for Combined Forces and 32 (5) Torsion 5.8 Design of Composite Members 37 (9) 5.9 Design of Connections 46 Chapter 6 Design of Building Members 1 (1) Ali A. K. Haris Kaise Haris 6.1 Tension Members 2 (1) 6.2 Example-LRFD for Double-Angle Hanger 2 (1) 6.3 Example-LRFD for Wide-Flange Truss 3 (1) Members 6.4 Compression Members 4 (1)

5 6.5 Example-LRFD for Steel Pipe in Axial 5 (1) Compression 6.6 Example-LRFD for Wide-Flange Section 6 (1) with Axial Compression 6.7 Example-LRFD for Double Angles with 6 (2) Axial Compression 6.8 Steel Beams 8 (2) 6.9 Example-LRFD for Simple-Span Floor 10 (3) Beam 6.10 Example-LRFD for Floor Beam with 13 (1) Unbraced Top Flange 6.11 Example-LRFD for Floor Beam with 14 (3) Overhang 6.12 Composite Beams 17 (2) 6.13 LRFD for Composite Beam with 19 (10) Uniform Loads 6.14 Example-LRFD for Composite Beam 29 (4) with Concentrated Loads and End Moments 6.15 Example-LRFD for Wide-Flange 33 Column in a Multistory Rigid Frame Chapter 7 Floor and Roof Systems 1 (1) Daniel A. Cuoco Floor Decks 7.1 Concrete Fill on Metal Deck 1 (6) 7.2 Precast-Concrete Plank 7 (1) 7.3 Cast-in-Place Concrete Slabs 8 (1) Roof Decks 7.4 Metal Roof Deck 9 (2) 7.5 Lightweight Precast-Concrete Roof 11 (1) Panels

6 7.6 Wood-Fiber Planks 12 (1) 7.7 Gypsum-Concrete Decks 12 (2) Floor Framing 7.8 Rolled Shapes 14 (2) 7.9 Open-Web Joists 16 (1) 7.10 Lightweight Steel Framing 16 (1) 7.11 Trusses 17 (2) 7.12 Stub Girders 19 (1) 7.13 Staggered Trusses 19 (2) 7.14 Castellated Beams 21 (1) 7.15 LRFD Examples for Composite Floors 21 (3) 7.16 Dead-Load Deflection 24 (1) 7.17 Fire Protection 24 (1) 7.18 Vibrations 24 (1) Roof Framing 7.19 Plate Girders 25 (1) 7.20 Space Frames 25 (1) 7.21 Arched Roofs 26 (1) 7.22 Dome Roofs 27 (1) 7.23 Cable Structures 28 Chapter 8 Lateral-Force Design 1 (1) Charles W. Roeder 8.1 Description of Wind Forces 1 (4) 8.2 Determination of Wind Loads 5 (1) 8.3 Seismic Loads in Model Codes 5 (1) 8.4 Seismic Design Loads 6 (5) 8.5 Dynamic Method of Seismic Load 11 (2) Distribution 8.6 Alternate Seismic Design Methods 13 (1) 8.7 Structural Steel Systems for Seismic 14 (5) Design

7 8.8 Seismic-Design Limitations on Steel 19 (14) Frames 8.9 Forces in Frames Subjected to Lateral 33 (6) Loads 8.10 Member and Connection Design for 39 Lateral Loads Chapter 9 Cold-Formed Steel Design 1 (1) Roger L. Brockenbrough R. A. LaBoube 9.1 Design Specifications and Materials 1 (1) 9.2 Manufacturing Methods and Effects 2 (1) 9.3 Nominal Loads 3 (1) 9.4 Design Methods 3 (3) 9.5 Section Property Calculations 6 (1) 9.6 Effective Width Concept 7 (2) 9.7 Maximum Width-to-Thickness Ratios 9 (1) 9.8 Effective Widths of Stiffened Elements 10 (2) 9.9 Effective Widths of Unstiffened 12 (2) Elements 9.10 Effective Widths of Uniformly 14 (2) Compressed Elements with Simple Lip Edge Stiffener 9.11 Tension Members 16 (1) 9.12 Flexural Members 16 (10) 9.13 Concentrically Loaded Compression 26 (2) Members 9.14 Combined Tensile Axial Load and 28 (1) Bending 9.15 Combined Compressive Axial Load and 29 (2) Bending 9.16 Cylindrical Tubular Members 31 (1)

8 9.17 Welded Connections 31 (4) 9.18 Bolted Connections 35 (3) 9.19 Screw Connections 38 (3) 9.20 Other Limit States at Connections 41 (1) 9.21 Cold-Formed Steel Framing 41 (2) 9.22 Example of Effective Section 43 (2) Calculation 9.23 Example of Bending Strength 45 Calculation Chapter 10 Highway Bridge Design Criteria 1 (1) Dennis R. Mertz 10.1 Specifications 1 (1) 10.2 General Design Considerations 2 (3) 10.3 Design Methods 5 (4) 10.4 Simplified Comparison of Design Methods 9 (5) 10.5 Highway Design Loadings 14 (8) 10.6 Distribution of Loads through Decks 22 (2) 10.7 Basic Allowable Stresses for Bridges- 24 (4) ASD 10.8 Fracture Control 28 (1) 10.9 Repetitive Loadings 29 (4) Detailing for Earthquakes 33 (1) Detailing for Buckling 34 (8) Criteria for Built-Up Tension 42 (2) Members Criteria for Built-Up Compression 44 (1) Members Plate Girders and Cover-Plated 45 (2) Rolled Beams Composite Construction with I 47 (4)

9 Girders Cost-Effective Plate-Girder Designs 51 (1) Box Girders (ASD) 52 (4) Hybrid Girders (ASD) 56 (1) Orthotropic-Deck Bridges 57 (2) Bearings 59 (2) Detailing for Weldability 61 (3) Bridge Decks (ASD and LFD) 64 (2) Elimination of Expansion Joints in 66 (2) Highway Bridges Bridge Steels and Corrosion 68 Protection Chapter 11 Railroad Bridge Design Criteria 1 (1) John E. Unsworth 11.1 Standard Specifications 1 (1) 11.2 Design Method 1 (1) 11.3 Railroad Operating Environment 1 (1) 11.4 General Design Considerations 2 (4) 11.5 Design Loads and Forces 6 (7) 11.6 Basic Allowable Stresses 13 (3) 11.7 Fatigue Design 16 (1) 11.8 Fracture-Critical Member Design 17 (1) 11.9 Member Design 17 (10) Connection and Splice Design 27 Chapter 12 Beam and Girder Bridges 1 (1) Mahir Sen Alfred Hedefine John Swindlehurst 12.1 Characteristics of Beam Bridges 1 (4) 12.2 Example-Allowable Stress Design of Composite Rolled-Beam Stringer Bridge 5 (13)

10 12.3 Characteristics of Plate-Girder Stringer 18 (3) Bridges 12.4 Example-Load Factor Design of 21 (14) Composite Plate-Girder Bridge 12.5 Characteristics of Curved-Girder 35 (7) Bridges 12.6 Example-Allowable Stress Design of 42 (12) Curved-Stringer Bridge 12.7 Deck Plate-Girder Bridges with Floor 54 (1) beams 12.8 Example-Allowable Stress Design of 55 (25) Deck Plate-Girder Bridge with Floor beams 12.9 Through-Plate-Girder Bridges with 80 (1) Floor beams Example-Allowable Stress Design of 81 (9) Through-Plate-Girder Bridge Composite Box-Girder Bridges 90 (3) Example-Allowable Stress Design of 93 (9) Composite Box-Girder Bridge Continuous-Beam Bridges 102(1) Allowable Stress Design of Bridge 103(13) with Continuous, Composite Stringers Example-Load and Resistance Factor 116 Design (LRFD) of Composite Plate-Girder Bridge Chapter 13 Truss Bridges 1 (1) John M. Kulicki Betsy M. Reiner 13.1 Specifications 2 (1) 13.2 Truss Components 2 (3) 13.3 Types of Trusses 5 (2)

11 13.4 Bridge Layout 7 (1) 13.5 Deck Design 8 (1) 13.6 Lateral Bracing, Portals, and Sway Frames 9 (1) 13.7 Resistance to Longitudinal Forces 10 (1) 13.8 Truss Design Procedure 11 (7) 13.9 Truss Member Details 18 (2) Member and Joint Design Examples- 20 (7) LFD and SLD Member Design Example-LRFD 27 (7) Truss Joint Design Procedure 34 (7) Truss Joint Design and Rating 41 (1) Example-Load and Resistance Factor 41 (19) Rating of a Truss Joint Skewed Bridges 60 (1) Truss Bridges on Curves 60 (1) Truss Supports and Other Details 61 (1) Continuous Trusses 61 (1) References 61 Chapter 14 Arch Bridges 1 (1) Kenneth J. Wright Matthew A. Bunner 14.1 Types of Arches 2 (1) 14.2 Arch Forms 2 (1) 14.3 Selection of Arch Type and Form 3 (2) 14.4 Comparison of Arch with Other Bridge 5 (1) Types 14.5 Erection of Arch Bridges 6 (1) 14.6 Design of Arch Ribs and Ties 7 (3) 14.7 Design of Other Elements 10 (1) 14.8 Examples of Arch Bridges 10 (37)

12 14.9 Guidelines for Preliminary Designs and 47 (2) Estimates Buckling Considerations for Arches 49 (1) Example-Design of Tied-Arch Bridge 50 Chapter 15 Cable-Suspended Bridges 1 (14) Walter Podolny, Jr. David Goodyear 15.1 Evolution of Cable-Suspended Bridges 1 (5) 15.2 Classification of Cable-Suspended 6 (1) Bridges 15.3 Classification and Characteristics of Suspension Bridges 7 (5) 15.4 Classification and Characteristics of 12 (15) Cable-Stayed Bridges 15.5 Classification of Bridges by Span 27 (1) 15.6 Cable-Suspended Bridges for Rail 28 (1) Loading 15.7 Specifications and Loadings for Cable- 28 (1) Suspended Bridges 15.8 Cables 28 (8) 15.9 Cable Saddles, Anchorages, and 36 (3) Connections Corrosion Protection of Cables 39 (8) Statics of Cables 47 (3) Suspension Bridge Analysis 50 (11) Preliminary Suspension Bridge 61 (6) Design Self-Anchored Suspension Bridges 67 (1) Cable-Stayed Bridge Analysis 68 (5) Preliminary Design of Cable-Stayed 73 (6) Bridges

13 15.17 Aerodynamic Analysis of Cable- 79 (9) Suspended Bridges Seismic Analysis of Cable-Suspended 88 (1) Structures Erection of Cable-Suspended Bridges 89 Index follows Chapter 15