Structural Steel Designer's Handbook, Sixth Edition by Roger Brockenbrough (Engl

Description: Structural Steel Designer's Handbook, Sixth Edition by Roger Brockenbrough, Frederick Merritt Publishers Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.A single source for structural steel design information—fully updated for current technologies and standardsThoroughly revised for the most recent design codes, standards, and specifications, Structural Steel Designers Handbook, Sixth Edition provides apractical, easy-to-use source for the latest information essential to the design of steel structures. You will get design examples throughout the book that show how complex code provisions work in conjunction with one another in real-world building and bridge projects.After a brief introduction to the fundamental properties of structural steel fabrication and erection, the book goes on to cover steel design methods for beams, columns, tension components, roof systems, and connections. Updated to reflect the latest code changes, it explains the steel design provisions found in AISC 360-16, the AASHTO Standard Specification for Structural Steel Bridges, the AISI Cold-Formed Steel Standards, ASCE 7-16, and the 2018 IBC. •Covers the steel design provisions found in the 2018 IBC, ASCE 7-16, AISC 360-16, AASHTO, and AISI standards •Includes contributions from leading experts on steel•Written by an experienced engineering consultant and technical writer FORMAT Paperback LANGUAGE English CONDITION Brand New Author Biography Frederick S. Merritt (deceased) was a consulting engineer for many years, with experience in building and bridge design, structural analysis, and construction management. A Fellow of the American Society of Civil Engineers and a Senior Member of ASTM, he was a former senior editor of Engineering News-Record and an author/editor of many books, including McGraw-Hills Standard Handbook for Civil Engineers and Structural Steel Designers Handbook. Table of Contents Contributors Preface to the Sixth Edition Preface to the Second Edition Factors for Conversion to SI Units of Measurement Chapter 1. Properties of Structural Steels and Effects of Steelmaking and Fabrication 1.1 Structural Steel Shapes and Plates 1.2 Steel-Quality Designations 1.3 Steel Sheet and Strip for Structural Applications 1.4 Tubing for Structural Applications 1.5 Steel Cable for Structural Applications 1.6 Tensile Properties 1.7 Properties in Shear 1.8 Hardness Tests 1.9 Effect of Cold Work on Tensile Properties 1.10 Effect of Strain Rate on Tensile Properties 1.11 Effect of Elevated Temperatures on Tensile Properties 1.12 Fatigue 1.13 Brittle Fracture 1.14 Residual Stresses 1.15 Lamellar Tearing 1.16 Welded Splices in Heavy Sections 1.17 k-Area Cracking 1.18 Variations in Mechanical Properties 1.19 Changes in Carbon Steels on Heating and Cooling 1.20 Effects of Grain Size 1.21 Annealing and Normalizing 1.22 Effects of Chemistry on Steel Properties 1.23 Steelmaking Methods 1.24 Casting and Hot Rolling 1.25 Effects of Punching Holes and Shearing 1.26 Effects of Welding 1.27 Effects of Thermal Cutting Chapter 2. Fabrication and Erection 2.1 Estimates, Material Orders, and Shop Drawings 2.2 Requirements for Drawings 2.3 Fabrication Practices and Processes: Material Preparation 2.4 Fabrication Practices and Processes: Assembly, Fitting, and Fastening 2.5 Shop Assembly 2.6 Rolled Sections 2.7 Built-Up Sections 2.8 Cleaning and Painting and Architecturally Exposed Structural Steel 2.9 Fabrication Tolerances 2.10 Steel Frame Erection 2.11 Erection Equipment 2.12 Erection Methods for Buildings 2.13 Erection Procedure for Bridges 2.14 Field Tolerances 2.15 Coordination and Constructability 2.16 Safety Concerns 2.17 Quality Control and Quality Assurance Chapter 3. Connections 3.1 General Considerations for Connection Design 3.2 Design of Fasteners and Welds 3.3 General Connection Design Procedure 3.4 Shear and Axial Beam End Connections 3.5 Axial Connections 3.6 Moment Connections 3.7 Vertical Brace Design by Uniform Force Method 3.8 References Chapter 4. Building Codes, Loads, and Fire Protection 4.1 Building Codes 4.2 Approval of Special Construction 4.3 Standard Specifications 4.4 Building Occupancy Loads 4.5 Roof Loads 4.6 Wind Loads 4.7 Seismic Loads 4.8 Tsunami Loads 4.9 Impact Loads 4.10 Crane-Runway Loads 4.11 Self-Straining Load Effects 4.12 Combined Loads 4.13 Fire Protection Chapter 5. Criteria for Building Design 5.1 Materials, Design Methods, and Other Considerations 5.2 Design for Stability 5.3 Design of Tension Members 5.4 Design of Compression Members 5.5 Design of Flexural Members 5.6 Design of Members for Shear 5.7 Design for Combined Forces and Torsion 5.8 Design of Composite Members 5.9 Design of Connections Chapter 6. Design of Building Members 6.1 Tension Members 6.2 Example—LRFD for Double-Angle Hanger 6.3 Example—LRFD for Wide-Flange Truss Members 6.4 Compression Members 6.5 Example—LRFD for Steel Pipe in Axial Compression 6.6 Example—LRFD for Wide-Flange Section with Axial Compression 6.7 Example—LRFD for Double Angles with Axial Compression 6.8 Steel Beams 6.9 Example—LRFD for Simple-Span Floor Beam 6.10 Example—LRFD for Floor Beam with Unbraced Top Flange 6.11 Example—LRFD for Floor Beam with Overhang 6.12 Composite Beams 6.13 LRFD for Composite Beam with Uniform Loads 6.14 Example—LRFD for Composite Beam with Concentrated Loads and End Moments 6.15 Example—LRFD for Wide-Flange Column in a Multistory Rigid Frame Chapter 7. Floor and Roof Systems FLOOR DECKS 7.1 Concrete Fill on Metal Deck 7.2 Precast Concrete Plank ROOF DECKS 7.3 Metal Roof Deck 7.4 Lightweight Precast Concrete Roof Panels FLOOR FRAMING 7.5 Rolled Shapes 7.6 Open-Web Joists 7.7 Cold-Formed Steel Framing 7.8 Floor Trusses 7.9 Staggered Trusses 7.10 Cellular and Castellated Beams 7.11 Vibrations 7.12 Dead-Load Deflection 7.13 Fire Protection ROOF FRAMING 7.14 Plate Girders 7.15 Roof Trusses 7.16 Space Frames 7.17 Arched Roofs 7.18 Dome Roofs 7.19 Cable Structures 7.20 Tensegrity Domes Chapter 8. Lateral-Force Design 8.1 Description of Wind Forces 8.2 Determination of Wind Loads 8.3 Seismic Loads in Model Codes 8.4 Seismic Design Loads 8.5 Dynamic Method of Seismic Load Distribution 8.6 Alternate Seismic Design Methods 8.7 Structural Steel Systems for Seismic Design 8.8 Seismic-Design Limitations on Steel Frames 8.9 Forces in Frames Subjected to Lateral Loads 8.10 Member and Connection Design for Lateral Loads 8.11 Designing for Tsunami Loads Chapter 9. Cold-Formed Steel Design 9.1 Design Specifications and Materials 9.2 Manufacturing Methods and Effects 9.3 Nominal Loads 9.4 Design Methods 9.5 Section Property Calculations 9.6 Effective Width Concept 9.7 Maximum Width-to-Thickness Ratios Using Effective Width Method 9.8 Effective Widths of Stiffened Elements 9.9 Effective Widths of Unstiffened Elements 9.10 Effective Widths of Uniformly Compressed Elements with Simple Lip Edge Stiffener 9.11 Tension Members 9.12 Flexural Members 9.13 Concentrically Loaded Compression Members 9.14 Combined Tensile Axial Load and Bending 9.15 Combined Compressive Axial Load and Bending 9.16 Cylindrical Tubular Members 9.17 Welded Connections 9.18 Bolted Connections 9.19 Screw Connections 9.20 Rupture (Fracture in Net Section) 9.21 Cold-Formed Steel Framing Design Resources 9.22 Example of Effective Section Calculation 9.23 Example of Bending Strength Calculation Chapter 10. Highway Bridge Design Criteria 10.1 Specifications 10.2 General Design Considerations 10.3 Design Methods 10.4 Highway Design Loadings 10.5 Distribution of Loads Through Decks 10.6 Fracture Control 10.7 Repetitive Loading and Fatigue 10.8 Detailing for Earthquakes 10.9 Detailing for Buckling 10.10 Criteria for Built-Up Tension Members 10.11 Criteria for Built-Up Compression Members 10.12 Plate Girders and Rolled Beams 10.13 Composite Construction with I-Girders 10.14 Cost-Effective Plate-Girder Designs 10.15 Box Girders 10.16 Hybrid Girders 10.17 Orthotropic-Deck Bridges 10.18 Bearings 10.19 Detailing for Weldability 10.20 Bridge Decks 10.21 Elimination of Expansion Joints in Highway Bridges 10.22 Bridge Steels and Corrosion Protection Chapter 11. Beam and Girder Bridges 11.1 Characteristics of Beam Bridges 11.2 Characteristics of Plate-Girder Stringer Bridges 11.3 Example—Load Factor Design of Composite Plate-Girder Bridge 11.4 Characteristics of Curved-Girder Bridges 11.5 Deck Plate-Girder Bridges with Floor Beams 11.6 Through Plate-Girder Bridges with Floor Beams 11.7 Composite Box-Girder Bridges 11.8 Continuous-Beam Bridges 11.9 Example—Load and Resistance Factor Design (LRFD) of Composite Plate-Girder Bridge Chapter 12. Truss Bridges 12.1 Specifications 12.2 Truss Components 12.3 Types of Trusses 12.4 Bridge Layout 12.5 Deck Design 12.6 Lateral Bracing, Portals, and Sway Frames 12.7 Resistance to Longitudinal Forces 12.8 Truss Design Procedure 12.9 Truss Member Details 12.10 Member and Joint Design Examples—LFD and SLD 12.11 Member Design Example—LRFD 12.12 Truss Joint Design Procedure 12.13 Truss Joint Design and Rating 12.14 Example—Load and Resistance Factor Rating of a Truss Joint 12.15 Skewed Bridges 12.16 Truss Bridges on Curves 12.17 Truss Supports and Other Details 12.18 Continuous Trusses 12.19 References Chapter 13. Arch Bridges 13.1 Types of Arches 13.2 Arch Forms 13.3 Selection of Arch Type and Form 13.4 Comparison of Arch with Other Bridge Types 13.5 Erection of Arch Bridges 13.6 Design of Arch Ribs and Ties 13.7 Design of Other Elements 13.8 Examples of Arch Bridges 13.9 Guidelines for Preliminary Designs and Estimates 13.10 Buckling Considerations for Arches 13.11 Example—Design of Tied-Arch Bridge Chapter 14. Cable-Suspended Bridges 14.1 Evolution of Cable-Suspended Bridges 14.2 Classification of Cable-Suspended Bridges 14.3 Classification and Characteristics of Suspension Bridges 14.4 Classification and Characteristics of Cable-Stayed Bridges 14.5 Classification of Bridges by Span 14.6 Cable-Suspended Bridges for Rail Loading 14.7 Specifications and Loadings for Cable-Suspended Bridges 14.8 Cables 14.9 Cable Saddles, Anchorages, and Connections 14.10 Corrosion Protection of Cables 14.11 Statics of Cables 14.12 Suspension Bridge Analysis 14.13 Preliminary Suspension Bridge Design 14.14 Self-Anchored Suspension Bridges 14.15 Cable-Stayed Bridge Analysis 14.16 Preliminary Design of Cable-Stayed Bridges 14.17 Aerodynamic Analysis of Cable-Suspended Bridges 14.18 Seismic Analysis of Cable-Suspended Structures 14.19Erection of Cable-Suspended Bridges Index Details ISBN1260440796 Author Frederick Merritt Year 2019 ISBN-10 1260440796 ISBN-13 9781260440799 Pages 816 Publication Date 2019-09-30 Language English Edition 6th UK Release Date 2019-09-30 Imprint McGraw-Hill Education Place of Publication OH Country of Publication United States AU Release Date 2019-09-30 NZ Release Date 2019-09-30 US Release Date 2019-09-30 Publisher McGraw-Hill Education Edition Description 6th edition Format Paperback DEWEY 624.1821 Audience Professional & Vocational Illustrations 225 Illustrations We've got this At The Nile, if you're looking for it, we've got it. 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