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|a 2019946267
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|a 9781260440805 (e-ISBN)
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|a 126044080X (e-ISBN)
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|a 9781260440799 (print-ISBN)
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|a 1260440796 (print-ISBN)
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|a (OCoLC)1126335190 (print ed.)
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|a IN-ChSCO
|b eng
|e rda
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|a eng
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|x 009020
|2 bisacsh
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|a 624.1/821
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|a Brockenbrough, Roger L.,
|e author.
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|a Structural Steel Designer's Handbook, Sixth Edition /
|c Roger L Brockenbrough, Frederick S. Merritt.
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250 |
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|a 6th edition.
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264 |
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1 |
|a New York, N.Y. :
|b McGraw-Hill Education,
|c [2020].
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264 |
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|c ?2020.
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300 |
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|a 1 online resource (816 pages) :
|b 225 illustrations.
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336 |
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|a text
|2 rdacontent
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|a computer
|2 rdamedia
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|a online resource
|2 rdacarrier
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|a Includes bibliographical references and index.
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|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.
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|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.
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530 |
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|a Also available in print edition.
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533 |
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|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.
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538 |
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|a Mode of access: Internet via World Wide Web.
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546 |
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|a In English.
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588 |
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|a Description based on e-Publication PDF.
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650 |
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|a Building, Iron and steel.
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650 |
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|a Steel, Structural.
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650 |
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7 |
|a TECHNOLOGY & ENGINEERING / Civil / General.
|2 bisacsh
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655 |
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|a Electronic books.
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700 |
1 |
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|a Merritt, Frederick S.,
|e author.
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776 |
0 |
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|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
|