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

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

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Williams, Alan (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2016].
Edición:2nd ed.
Temas:
Steel, Structural.
Structural engineering.
Load factor design.
Building, Iron and steel.
Electronic books.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 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.

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