Structural Steel Designer's Handbook, Sixth Edition /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Brockenbrough, Roger L. (Autor), Merritt, Frederick S. (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2020].
Edición:6th edition.
Temas:
Building, Iron and steel.
Steel, Structural.
TECHNOLOGY & ENGINEERING / Civil / General.
Electronic books.
Acceso en línea:Texto completo

MARC

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020 |a 126044080X (e-ISBN) 
020 |a 9781260440799 (print-ISBN) 
020 |a 1260440796 (print-ISBN) 
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100 1 |a Brockenbrough, Roger L.,   |e author. 
245 1 0 |a Structural Steel Designer's Handbook, Sixth Edition /   |c Roger L Brockenbrough, Frederick S. Merritt. 
250 |a 6th edition. 
264 1 |a New York, N.Y. :   |b McGraw-Hill Education,   |c [2020]. 
264 4 |c ?2020. 
300 |a 1 online resource (816 pages) :   |b 225 illustrations. 
336 |a text  |2 rdacontent 
337 |a computer  |2 rdamedia 
338 |a online resource  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
505 0 |a Cover --   |t Title Page --   |t Copyright Page --   |t Dedication --   |t About the Editors --   |t Contents --   |t Contributors --   |t Preface to the Sixth Edition --   |t Preface to the Second Edition --   |t Factors for Conversion to SI Units of Measurement --   |t Chapter 1. Properties of Structural Steels and Effects of Steelmaking and Fabrication --   |t 1.1 Structural Steel Shapes and Plates --   |t 1.2 Steel-Quality Designations --   |t 1.3 Steel Sheet and Strip for Structural Applications --   |t 1.4 Tubing for Structural Applications --   |t 1.5 Steel Cable for Structural Applications --   |t 1.6 Tensile Properties --   |t 1.7 Properties in Shear --   |t 1.8 Hardness Tests --   |t 1.9 Effect of Cold Work on Tensile Properties --   |t 1.10 Effect of Strain Rate on Tensile Properties --   |t 1.11 Effect of Elevated Temperatures on Tensile Properties --   |t 1.12 Fatigue --   |t 1.13 Brittle Fracture --   |t 1.14 Residual Stresses --   |t 1.15 Lamellar Tearing --   |t 1.16 Welded Splices in Heavy Sections --   |t 1.17 k-Area Cracking --   |t 1.18 Variations in Mechanical Properties --   |t 1.19 Changes in Carbon Steels on Heating and Cooling --   |t 1.20 Effects of Grain Size --   |t 1.21 Annealing and Normalizing --   |t 1.22 Effects of Chemistry on Steel Properties --   |t 1.23 Steelmaking Methods --   |t 1.24 Casting and Hot Rolling --   |t 1.25 Effects of Punching Holes and Shearing --   |t 1.26 Effects of Welding --   |t 1.27 Effects of Thermal Cutting --   |t Chapter 2. Fabrication and Erection --   |t 2.1 Estimates, Material Orders, and Shop Drawings --   |t 2.2 Requirements for Drawings --   |t 2.3 Fabrication Practices and Processes: Material Preparation --   |t 2.4 Fabrication Practices and Processes: Assembly, Fitting, and Fastening --   |t 2.5 Shop Assembly --   |t 2.6 Rolled Sections --   |t 2.7 Built-Up Sections --   |t 2.8 Cleaning and Painting and Architecturally Exposed Structural Steel --   |t 2.9 Fabrication Tolerances --   |t 2.10 Steel Frame Erection --   |t 2.11 Erection Equipment --   |t 2.12 Erection Methods for Buildings --   |t 2.13 Erection Procedure for Bridges --   |t 2.14 Field Tolerances --   |t 2.15 Coordination and Constructability --   |t 2.16 Safety Concerns --   |t 2.17 Quality Control and Quality Assurance --   |t Chapter 3. Connections --   |t 3.1 General Considerations for Connection Design --   |t 3.2 Design of Fasteners and Welds --   |t 3.3 General Connection Design Procedure --   |t 3.4 Shear and Axial Beam End Connections --   |t 3.5 Axial Connections --   |t 3.6 Moment Connections --   |t 3.7 Vertical Brace Design by Uniform Force Method --   |t 3.8 References --   |t Chapter 4. Building Codes, Loads, and Fire Protection --   |t 4.1 Building Codes --   |t 4.2 Approval of Special Construction --   |t 4.3 Standard Specifications --   |t 4.4 Building Occupancy Loads --   |t 4.5 Roof Loads --   |t 4.6 Wind Loads --   |t 4.7 Seismic Loads --   |t 4.8 Tsunami Loads --   |t 4.9 Impact Loads --   |t 4.10 Crane-Runway Loads --   |t 4.11 Self-Straining Load Effects --   |t 4.12 Combined Loads --   |t 4.13 Fire Protection --   |t Chapter 5. Criteria for Building Design --   |t 5.1 Materials, Design Methods, and Other Considerations --   |t 5.2 Design for Stability --   |t 5.3 Design of Tension Members --   |t 5.4 Design of Compression Members --   |t 5.5 Design of Flexural Members --   |t 5.6 Design of Members for Shear --   |t 5.7 Design for Combined Forces and Torsion --   |t 5.8 Design of Composite Members --   |t 5.9 Design of Connections --   |t Chapter 6. Design of Building Members --   |t 6.1 Tension Members --   |t 6.2 Example?LRFD for Double-Angle Hanger --   |t 6.3 Example?LRFD for Wide-Flange Truss Members --   |t 6.4 Compression Members --   |t 6.5 Example?LRFD for Steel Pipe in Axial Compression --   |t 6.6 Example?LRFD for Wide-Flange Section with Axial Compression --   |t 6.7 Example?LRFD for Double Angles with Axial Compression --   |t 6.8 Steel Beams --   |t 6.9 Example?LRFD for Simple-Span Floor Beam --   |t 6.10 Example?LRFD for Floor Beam with Unbraced Top Flange --   |t 6.11 Example?LRFD for Floor Beam with Overhang --   |t 6.12 Composite Beams --   |t 6.13 LRFD for Composite Beam with Uniform Loads --   |t 6.14 Example?LRFD for Composite Beam with Concentrated Loads and End Moments --   |t 6.15 Example?LRFD for Wide-Flange Column in a Multistory Rigid Frame --   |t Chapter 7. Floor and Roof Systems --   |t Floor Decks --   |t Roof Decks --   |t Floor Framing --   |t Roof Framing --   |t Chapter 8. Lateral-Force Design --   |t 8.1 Description of Wind Forces --   |t 8.2 Determination of Wind Loads --   |t 8.3 Seismic Loads in Model Codes --   |t 8.4 Seismic Design Loads --   |t 8.5 Dynamic Method of Seismic Load Distribution --   |t 8.6 Alternate Seismic Design Methods --   |t 8.7 Structural Steel Systems for Seismic Design --   |t 8.8 Seismic-Design Limitations on Steel Frames --   |t 8.9 Forces in Frames Subjected to Lateral Loads --   |t 8.10 Member and Connection Design for Lateral Loads --   |t 8.11 Designing for Tsunami Loads --   |t Chapter 9. Cold-Formed Steel Design --   |t 9.1 Design Specifications and Materials --   |t 9.2 Manufacturing Methods and Effects --   |t 9.3 Nominal Loads --   |t 9.4 Design Methods --   |t 9.5 Section Property Calculations --   |t 9.6 Effective Width Concept --   |t 9.7 Maximum Width-to-Thickness Ratios Using Effective Width Method --   |t 9.8 Effective Widths of Stiffened Elements --   |t 9.9 Effective Widths of Unstiffened Elements --   |t 9.10 Effective Widths of Uniformly Compressed Elements with Simple Lip Edge Stiffener --   |t 9.11 Tension Members --   |t 9.12 Flexural Members --   |t 9.13 Concentrically Loaded Compression Members --   |t 9.14 Combined Tensile Axial Load and Bending --   |t 9.15 Combined Compressive Axial Load and Bending --   |t 9.16 Cylindrical Tubular Members --   |t 9.17 Welded Connections --   |t 9.18 Bolted Connections --   |t 9.19 Screw Connections --   |t 9.20 Rupture (Fracture in Net Section) --   |t 9.21 Cold-Formed Steel Framing Design Resources --   |t 9.22 Example of Effective Section Calculation --   |t 9.23 Example of Bending Strength Calculation --   |t Chapter 10. Highway Bridge Design Criteria --   |t 10.1 Specifications --   |t 10.2 General Design Considerations --   |t 10.3 Design Methods --   |t 10.4 Highway Design Loadings --   |t 10.5 Distribution of Loads Through Decks --   |t 10.6 Fracture Control --   |t 10.7 Repetitive Loading and Fatigue --   |t 10.8 Detailing for Earthquakes --   |t 10.9 Detailing for Buckling --   |t 10.10 Criteria for Built-Up Tension Members --   |t 10.11 Criteria for Built-Up Compression Members --   |t 10.12 Plate Girders and Rolled Beams --   |t 10.13 Composite Construction with I-Girders --   |t 10.14 Cost-Effective Plate-Girder Designs --   |t 10.15 Box Girders --   |t 10.16 Hybrid Girders --   |t 10.17 Orthotropic-Deck Bridges --   |t 10.18 Bearings --   |t 10.19 Detailing for Weldability --   |t 10.20 Bridge Decks --   |t 10.21 Elimination of Expansion Joints in Highway Bridges --   |t 10.22 Bridge Steels and Corrosion Protection --   |t Chapter 11. Beam and Girder Bridges --   |t 11.1 Characteristics of Beam Bridges --   |t 11.2 Characteristics of Plate-Girder Stringer Bridges --   |t 11.3 Example?Load Factor Design of Composite Plate-Girder Bridge --   |t 11.4 Characteristics of Curved-Girder Bridges --   |t 11.5 Deck Plate-Girder Bridges with Floor Beams --   |t 11.6 Through Plate-Girder Bridges with Floor Beams --   |t 11.7 Composite Box-Girder Bridges --   |t 11.8 Continuous-Beam Bridges --   |t 11.9 Example?Load and Resistance Factor Design (LRFD) of Composite Plate-Girder Bridge --   |t Chapter 12. Truss Bridges --   |t 12.1 Specifications --   |t 12.2 Truss Components --   |t 12.3 Types of Trusses --   |t 12.4 Bridge Layout --   |t 12.5 Deck Design --   |t 12.6 Lateral Bracing, Portals, and Sway Frames --   |t 12.7 Resistance to Longitudinal Forces --   |t 12.8 Truss Design Procedure --   |t 12.9 Truss Member Details --   |t 12.10 Member and Joint Design Examples?LFD and SLD --   |t 12.11 Member Design Example?LRFD --   |t 12.12 Truss Joint Design Procedure --   |t 12.13 Truss Joint Design and Rating --   |t 12.14 Example?Load and Resistance Factor Rating of a Truss Joint --   |t 12.15 Skewed Bridges --   |t 12.16 Truss Bridges on Curves --   |t 12.17 Truss Supports and Other Details --   |t 12.18 Continuous Trusses --   |t 12.19 References --   |t Chapter 13.  
505 0 |t Arch Bridges --   |t 13.1 Types of Arches --   |t 13.2 Arch Forms --   |t 13.3 Selection of Arch Type and Form --   |t 13.4 Comparison of Arch with Other Bridge Types --   |t 13.5 Erection of Arch Bridges --   |t 13.6 Design of Arch Ribs and Ties --   |t 13.7 Design of Other Elements --   |t 13.8 Examples of Arch Bridges --   |t 13.9 Guidelines for Preliminary Designs and Estimates --   |t 13.10 Buckling Considerations for Arches --   |t 13.11 Example?Design of Tied-Arch Bridge --   |t Chapter 14. Cable-Suspended Bridges --   |t 14.1 Evolution of Cable-Suspended Bridges --   |t 14.2 Classification of Cable-Suspended Bridges --   |t 14.3 Classification and Characteristics of Suspension Bridges --   |t 14.4 Classification and Characteristics of Cable-Stayed Bridges --   |t 14.5 Classification of Bridges by Span --   |t 14.6 Cable-Suspended Bridges for Rail Loading --   |t 14.7 Specifications and Loadings for Cable-Suspended Bridges --   |t 14.8 Cables --   |t 14.9 Cable Saddles, Anchorages, and Connections --   |t 14.10 Corrosion Protection of Cables --   |t 14.11 Statics of Cables --   |t 14.12 Suspension Bridge Analysis --   |t 14.13 Preliminary Suspension Bridge Design --   |t 14.14 Self-Anchored Suspension Bridges --   |t 14.15 Cable-Stayed Bridge Analysis --   |t 14.16 Preliminary Design of Cable-Stayed Bridges --   |t 14.17 Aerodynamic Analysis of Cable-Suspended Bridges --   |t 14.18 Seismic Analysis of Cable-Suspended Structures --   |t 14.19 Erection of Cable-Suspended Bridges --   |t Index. 
530 |a Also available in print edition. 
533 |a Electronic reproduction.   |b New York, N.Y. :   |c McGraw Hill,   |d 2020.   |n Mode of access: World Wide Web.   |n System requirements: Web browser.   |n Access may be restricted to users at subscribing institutions. 
538 |a Mode of access: Internet via World Wide Web. 
546 |a In English. 
588 |a Description based on e-Publication PDF. 
650 0 |a Building, Iron and steel. 
650 0 |a Steel, Structural. 
650 7 |a TECHNOLOGY & ENGINEERING / Civil / General.  |2 bisacsh 
655 0 |a Electronic books. 
700 1 |a Merritt, Frederick S.,   |e author. 
776 0 |i Print version:   |t Structural Steel Designer's Handbook.   |b Sixth Edition. New York, N.Y. :   |d McGraw-Hill Education,   |c [2020],   |z 9781260440799 
856 4 0 |u https://accessengineeringlibrary.uam.elogim.com/content/book/9781260440799  |z Texto completo 

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