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Steel Structures Design for Lateral and Vertical Forces, Second Edition / Alan Williams.

By: Contributor(s): Language: English Publisher: New York, N.Y. : McGraw-Hill Education, [2016]Copyright date: ©2016Edition: 2nd edDescription: 1 online resource (672 pages) : 300 illustrationsContent type:
  • text
Media type:
  • computer
Carrier type:
  • online resource
ISBN:
  • 9781259588341 (e-ISBN)
  • 1259588343 (e-ISBN)
  • 9781259588013 (print-ISBN)
  • 1259588017 (print-ISBN)
Subject(s): Genre/Form: Additional physical formats: Print version: : Steel Structures Design for Lateral and Vertical Forces, Second Edition, DDC classification:
  • 624.1/821  23
LOC classification:
  • TA684
Online resources: Available additional physical forms:
  • Also available in print edition.
Contents:
Cover -- Title Page -- Copyright Page -- Contents -- Preface -- Nomenclature -- 1 Steel Buildings and Design Criteria -- 1.1 Introduction -- 1.2 Types of Steel Buildings -- 1.3 Building Codes and Design Criteria -- 1.4 ASD and LRFD Concepts -- References -- Problems -- 2 Design Loads -- 2.1 Introduction -- 2.2 Dead Loads -- 2.3 Live Loads -- 2.4 Snow Loads -- 2.5 Soil Lateral Load -- 2.6 Flood Loads -- 2.7 Rain Loads -- 2.8 Wind Loads -- 2.9 Seismic Loads -- 2.10 Load Combinations -- 2.11 Serviceability Criteria -- References -- Problems -- 3 Behavior of Steel Structures under Design Loads -- 3.1 Introduction -- 3.2 Gravity Load-Resisting Systems -- 3.3 Lateral Load-Resisting Systems -- 3.4 Approximate Methods for Laterally Loaded Frames -- References -- Problems -- 4 Design of Steel Beams in Flexure -- 4.1 Introduction -- 4.2 Plastic Moment of Resistance -- 4.3 Compact, Noncompact, and Slender Sections -- 4.4 Lateral-Torsional Buckling Modification Factor -- 4.5 Lateral-Torsional Buckling -- 4.6 Weak Axis Bending -- 4.7 Biaxial Bending -- 4.8 Singly Symmetric Sections in Bending -- 4.9 Redistribution of Bending Moments in Continuous Beams -- 4.10 Deflection Limits -- References -- Problems -- 5 Design of Steel Beams for Shear and Torsion -- 5.1 Introduction -- 5.2 Shear in Beam Webs -- 5.3 Weak Axis Shear -- 5.4 Longitudinal Shear in Built-Up Sections -- 5.5 Block Shear -- 5.6 Web Local Yielding -- 5.7 Web Crippling -- 5.8 Web Sidesway Buckling -- 5.9 Design for Torsion -- References -- Problems -- 6 Design of Compression Members -- 6.1 Introduction -- 6.2 Effective Length -- 6.3 Alignment Charts -- 6.4 Axially Loaded Compression Members -- 6.5 Built-Up Sections -- 6.6 Column Base Plates -- 6.7 Column Flanges with Concentrated Forces -- References -- Problems -- 7 Stability of Frames -- 7.1 Introduction -- 7.2 Design for Combined Forces -- 7.3 Stability Analysis -- References -- Problems -- 8 Design by Inelastic Analysis -- 8.1 Introduction -- 8.2 Plastic Moment of Resistance -- 8.3 Plastic Hinge Formation -- 8.4 Design Requirements -- 8.5 Analysis Requirements -- 8.6 Statical Method of Design -- 8.7 Mechanism Method of Design -- 8.8 Static Equilibrium Check -- 8.9 Beam-Column Design -- References -- Problems -- 9 Design of Tension Members -- 9.1 Introduction -- 9.2 Tensile Strength -- 9.3 Effective Net Area -- 9.4 Pin-Connected Members -- 9.5 Design of Eyebars -- 9.6 Design for Fatigue -- References -- Problems -- 10 Design of Bolted Connections -- 10.1 Introduction -- 10.2 Snug-Tight Bolts in Shear and Bearing -- 10.3 Snug-Tight Bolts in Shear and Tension -- 10.4 Slip-Critical Bolts in Shear and Tension.
10.5 Prying Action -- 10.6 Bolt Group Eccentrically Loaded in Plane of Faying Surface -- 10.7 Bolt Group Eccentrically Loaded Normal to the Faying Surface -- References -- Problems -- 11 Design of Welded Connections -- 11.1 Introduction -- 11.2 Weld Types -- 11.3 Available Strength of Fillet Welds -- 11.4 Weld Group Eccentrically Loaded in Plane of Faying Surface -- 11.5 Weld Group Eccentrically Loaded Normal to Faying Surface -- References -- Problems -- 12 Plate Girders -- 12.1 Introduction -- 12.2 Girder Proportions -- 12.3 Postbuckling Strength of the Web -- 12.4 Design for Shear with Unstiffened Web -- 12.5 Design for Shear with Stiffened Web: Tension Field Action Excluded -- 12.6 Design for Shear with Stiffened Web: Tension Field Action Included -- 12.7 Design of Transverse Stiffeners -- 12.8 Flexural Design of Plate Girders -- 12.9 Design of Bearing Stiffeners -- References -- Problems -- 13 Composite Members -- 13.1 Introduction -- 13.2 Encased Composite Columns -- 13.3 Filled Composite Columns -- 13.4 Encased Composite Beams -- 13.5 Composite Beam with Flat Soffit Concrete Slab -- 13.6 Formed Steel Deck with Ribs Perpendicular to Beams -- 13.7 Formed Steel Deck with Ribs Parallel to Beams -- References -- Problems -- 14 Design of Steel Structures for Lateral Loads -- 14.1 Introduction -- 14.2 General Considerations -- 14.3 Concentrically Braced Frames -- 14.4 Ordinary Concentrically Braced Frames -- 14.5 Special Concentrically Braced Frames -- 14.6 Eccentrically Braced Frames -- 14.7 Special Moment Frames -- References -- Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- K -- L -- M -- N -- O -- P -- Q -- R -- S -- T -- U -- V -- W -- X -- Y.
Abstract: A fully updated, hands-on guide to the design of steel structures.
Item type: eBooks
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Includes bibliographical references and index.

Cover -- Title Page -- Copyright Page -- Contents -- Preface -- Nomenclature -- 1 Steel Buildings and Design Criteria -- 1.1 Introduction -- 1.2 Types of Steel Buildings -- 1.3 Building Codes and Design Criteria -- 1.4 ASD and LRFD Concepts -- References -- Problems -- 2 Design Loads -- 2.1 Introduction -- 2.2 Dead Loads -- 2.3 Live Loads -- 2.4 Snow Loads -- 2.5 Soil Lateral Load -- 2.6 Flood Loads -- 2.7 Rain Loads -- 2.8 Wind Loads -- 2.9 Seismic Loads -- 2.10 Load Combinations -- 2.11 Serviceability Criteria -- References -- Problems -- 3 Behavior of Steel Structures under Design Loads -- 3.1 Introduction -- 3.2 Gravity Load-Resisting Systems -- 3.3 Lateral Load-Resisting Systems -- 3.4 Approximate Methods for Laterally Loaded Frames -- References -- Problems -- 4 Design of Steel Beams in Flexure -- 4.1 Introduction -- 4.2 Plastic Moment of Resistance -- 4.3 Compact, Noncompact, and Slender Sections -- 4.4 Lateral-Torsional Buckling Modification Factor -- 4.5 Lateral-Torsional Buckling -- 4.6 Weak Axis Bending -- 4.7 Biaxial Bending -- 4.8 Singly Symmetric Sections in Bending -- 4.9 Redistribution of Bending Moments in Continuous Beams -- 4.10 Deflection Limits -- References -- Problems -- 5 Design of Steel Beams for Shear and Torsion -- 5.1 Introduction -- 5.2 Shear in Beam Webs -- 5.3 Weak Axis Shear -- 5.4 Longitudinal Shear in Built-Up Sections -- 5.5 Block Shear -- 5.6 Web Local Yielding -- 5.7 Web Crippling -- 5.8 Web Sidesway Buckling -- 5.9 Design for Torsion -- References -- Problems -- 6 Design of Compression Members -- 6.1 Introduction -- 6.2 Effective Length -- 6.3 Alignment Charts -- 6.4 Axially Loaded Compression Members -- 6.5 Built-Up Sections -- 6.6 Column Base Plates -- 6.7 Column Flanges with Concentrated Forces -- References -- Problems -- 7 Stability of Frames -- 7.1 Introduction -- 7.2 Design for Combined Forces -- 7.3 Stability Analysis -- References -- Problems -- 8 Design by Inelastic Analysis -- 8.1 Introduction -- 8.2 Plastic Moment of Resistance -- 8.3 Plastic Hinge Formation -- 8.4 Design Requirements -- 8.5 Analysis Requirements -- 8.6 Statical Method of Design -- 8.7 Mechanism Method of Design -- 8.8 Static Equilibrium Check -- 8.9 Beam-Column Design -- References -- Problems -- 9 Design of Tension Members -- 9.1 Introduction -- 9.2 Tensile Strength -- 9.3 Effective Net Area -- 9.4 Pin-Connected Members -- 9.5 Design of Eyebars -- 9.6 Design for Fatigue -- References -- Problems -- 10 Design of Bolted Connections -- 10.1 Introduction -- 10.2 Snug-Tight Bolts in Shear and Bearing -- 10.3 Snug-Tight Bolts in Shear and Tension -- 10.4 Slip-Critical Bolts in Shear and Tension.

10.5 Prying Action -- 10.6 Bolt Group Eccentrically Loaded in Plane of Faying Surface -- 10.7 Bolt Group Eccentrically Loaded Normal to the Faying Surface -- References -- Problems -- 11 Design of Welded Connections -- 11.1 Introduction -- 11.2 Weld Types -- 11.3 Available Strength of Fillet Welds -- 11.4 Weld Group Eccentrically Loaded in Plane of Faying Surface -- 11.5 Weld Group Eccentrically Loaded Normal to Faying Surface -- References -- Problems -- 12 Plate Girders -- 12.1 Introduction -- 12.2 Girder Proportions -- 12.3 Postbuckling Strength of the Web -- 12.4 Design for Shear with Unstiffened Web -- 12.5 Design for Shear with Stiffened Web: Tension Field Action Excluded -- 12.6 Design for Shear with Stiffened Web: Tension Field Action Included -- 12.7 Design of Transverse Stiffeners -- 12.8 Flexural Design of Plate Girders -- 12.9 Design of Bearing Stiffeners -- References -- Problems -- 13 Composite Members -- 13.1 Introduction -- 13.2 Encased Composite Columns -- 13.3 Filled Composite Columns -- 13.4 Encased Composite Beams -- 13.5 Composite Beam with Flat Soffit Concrete Slab -- 13.6 Formed Steel Deck with Ribs Perpendicular to Beams -- 13.7 Formed Steel Deck with Ribs Parallel to Beams -- References -- Problems -- 14 Design of Steel Structures for Lateral Loads -- 14.1 Introduction -- 14.2 General Considerations -- 14.3 Concentrically Braced Frames -- 14.4 Ordinary Concentrically Braced Frames -- 14.5 Special Concentrically Braced Frames -- 14.6 Eccentrically Braced Frames -- 14.7 Special Moment Frames -- References -- Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- K -- L -- M -- N -- O -- P -- Q -- R -- S -- T -- U -- V -- W -- X -- Y.

A fully updated, hands-on guide to the design of steel structures.

Also available in print edition.

Electronic reproduction. New York, N.Y. : McGraw Hill, 2016. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.

Mode of access: Internet via World Wide Web.

In English.

Description based on e-Publication PDF.

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