Solution Manual for Structural Steel Design (6th Edition) by Jack C. Mccormac

  • ISBN-10:  134589653 / ISBN-13:  9780134589657
  • Ebook Details

    • Format: Downloadable ZIP Fille
    • Resource Type : Solution Manual
    • Publication: 2017
    • Authors: Jack C. McCormac , Stephen F. Csernak
    • Delivery: Instant Download

    $25.00 $20.00

    SKU: 6d80e150839d Categories: ,

    Table of content:

    1. Introduction to Structural Steel Design
    1.1 Advantages of Steel as a Structural Material
    1.2 Disadvantages of Steel as a Structural Material
    1.3 Early Uses of Iron and Steel
    1.4 Steel Sections
    1.5 Metric Units
    1.6 Cold-Formed Light-Gage Steel Shapes
    1.7 Stress-Strain Relationships in Structural Steel
    1.8 Modern Structural Steels
    1.9 Uses of High-Strength Steels
    1.10 Measurement of Toughness
    1.11 Jumbo Sections
    1.12 Lamellar Tearing
    1.13 Furnishing of Structural Steel
    1.14 The Work of the Structural Designer
    1.15 Responsibilities of the Structural Designer
    1.16 Economical Design of Steel Members
    1.17 Failure of Structures
    1.18 Handling and Shipping Structural Steel
    1.19 Calculation Accuracy
    1.20 Computers and Structural Steel Design
    1.21 Problems for Solution
    2. Specifications, Loads, and Methods of Design
    2.1 Specifications and Building Codes
    2.2 Loads
    2.3 Dead Loads
    2.4 Live Loads
    2.5 Environmental Loads
    2.6 Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)
    2.7 Nominal Strengths
    2.8 Shading
    2.9 Computation of Loads for LRFD and ASD
    2.10 Computing Combined Loads with LRFD Expressions
    2.11 Computing Combined Loads with ASD Expressions
    2.12 Two Methods of Obtaining an Acceptable Level of Safety
    2.13 Discussion of Sizes of Load Factors and Safety Factors
    2.14 Author’s Comment
    2.15 Examples with Video Solution
    2.16 Problems for Solution
    3. Analysis of Tension Members
    3.1 Introduction
    3.2 Nominal Strengths of Tension Members
    3.3 Net Areas
    3.4 Effect of Staggered Holes
    3.5 Effective Net Areas
    3.6 Connecting Elements for Tension Members
    3.7 Block Shear
    3.8 Examples with Video Solution
    3.9 Problems for Solution
    4. Design of Tension Members
    4.1 Selection of Sections
    4.2 Built-Up Tension Members
    4.3 Rods and Bars
    4.4 Pin-Connected Members
    4.5 Design for Fatigue Loads
    4.6 Examples with Video Solution
    4.7 Problems for Solution
    5. Introduction to Axially Loaded Compression Members
    5.1 General
    5.2 Residual Stresses
    5.3 Sections Used for Columns
    5.4 Development of Column Formulas
    5.5 The Euler Formula
    5.6 End Restraint and Effective Lengths of Columns
    5.7 Stiffened and Unstiffened Elements
    5.8 Long, Short, and Intermediate Columns
    5.9 Column Formulas
    5.10 Maximum Slenderness Ratios
    5.11 Example Problems
    5.12 Examples with Video Solution
    5.13 Problems for Solution
    6. Design of Axially Loaded Compression Members
    6.1 Introduction
    6.2 AISC Design Tables
    6.3 Column Splices
    6.4 Built-Up Columns
    6.5 Built-Up Columns with Components in Contact with Each Other
    6.6 Connection Requirements for Built-Up Columns Whose Components Are in Contact with Each Other
    6.7 Built-Up Columns with Components Not in Contact with Each Other
    6.8 Single-Angle Compression Members
    6.9 Sections Containing Slender Elements
    6.10 Flexural-Torsional Buckling of Compression Members
    6.11 Examples with Video Solution
    6.12 Problems for Solution
    7. Design of Axially Loaded Compression Members (Continued) and Column Base Plates
    7.1 Introduction
    7.2 Further Discussion of Effective Lengths
    7.3 Frames Meeting Alignment Chart Assumptions
    7.4 Frames Not Meeting Alignment Chart Assumptions As to Joint Rotations
    7.5 Stiffness-Reduction Factors
    7.6 Columns Leaning on Each Other for In-Plane Design
    7.7 Base Plates for Concentrically Loaded Columns
    7.8 Examples with Video Solution
    7.9 Problems for Solution
    8. Introduction to Beams
    8.1 Types of Beams
    8.2 Sections Used as Beams
    8.3 Bending Stresses
    8.4 Plastic Hinges
    8.5 Elastic Design
    8.6 The Plastic Modulus
    8.7 Theory of Plastic Analysis
    8.8 The Collapse Mechanism
    8.9 The Virtual-Work Method
    8.10 Location of Plastic Hinge for Uniform Loadings
    8.11 Continuous Beams
    8.12 Building Frames
    8.13 Examples with Video Solution
    8.14 Problems for Solution
    9. Design of Beams for Moments
    9.1 Introduction
    9.2 Yielding Behavior-Full Plastic Moment, Zone 1
    9.3 Design of Beams, Zone 1
    9.4 Lateral Support of Beams
    9.5 Introduction to Inelastic Buckling, Zone 2
    9.6 Moment Capacities, Zone 2
    9.7 Elastic Buckling, Zone 3
    9.8 Design Charts
    9.9 Noncompact Sections
    9.10 Examples with Video Solution
    9.11 Problems for Solution
    10. Design of Beams-Miscellaneous Topics (Shear, Deflection, etc.)
    10.1 Design of Continuous Beams
    10.2 Shear
    10.3 Deflections
    10.4 Webs and Flanges with Concentrated Loads
    10.5 Unsymmetrical Bending
    10.6 Design of Purlins
    10.7 The Shear Center
    10.8 Beam-Bearing Plates
    10.9 Lateral Bracing at Member Ends Supported on Base Plates
    10.10 Examples with Video Solution
    10.11 Problems for Solution
    11. Bending and Axial Force
    11.1 Occurrence
    11.2 Members Subject to Bending and Axial Tension
    11.3 First-Order and Second-Order Moments for Members Subject to Axial Compression and Bending
    11.4 Direct Analysis Method (DAM)
    11.5 Effective Length Method (ELM)
    11.6 Approximate Second-Order Analysis
    11.7 Beam-Columns in Braced Frames
    11.8 Beam-Columns in Unbraced Frames
    11.9 Design of Beam-Columns-Braced or Unbraced
    11.10 Examples with Video Solution
    11.11 Problems for Solution
    12. Bolted Connections
    12.1 Introduction
    12.2 Types of Bolts
    12.3 History of High-Strength Bolts
    12.4 Advantages of High-Strength Bolts
    12.5 Snug-Tight, Pretensioned, and Slip-Critical Bolts
    12.6 Methods for Fully Pretensioning High-Strength Bolts
    12.7 Slip-Resistant Connections and Bearing-Type Connections
    12.8 Mixed Joints
    12.9 Sizes of Bolt Holes
    12.10 Load Transfer and Types of Joints
    12.11 Failure of Bolted Joints
    12.12 Spacing and Edge Distances of Bolts
    12.13 Bearing-Type Connections-Loads Passing Through Center of Gravity of Connections
    12.14 Slip-Critical Connections-Loads Passing Through Center of Gravity of Connections
    12.15 Examples with Video Solution
    12.16 Problems for Solution
    13. Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
    13.1 Bolts Subjected to Eccentric Shear
    13.2 Bolts Subjected to Shear and Tension (Bearing-Type Connections)
    13.3 Bolts Subjected to Shear and Tension (Slip-Critical Connections)
    13.4 Tension Loads on Bolted Joints
    13.5 Prying Action
    13.6 Historical Notes on Rivets
    13.7 Types of Rivets
    13.8 Strength of Riveted Connections-Rivets in Shear and Bearing
    13.9 Examples with Video Solution
    13.10 Problems for Solution
    14. Welded Connections
    14.1 General
    14.2 Advantages of Welding
    14.3 American Welding Society
    14.4 Types of Welding
    14.5 Prequalified Welding
    14.6 Welding Inspection
    14.7 Classification of Welds
    14.8 Welding Symbols
    14.9 Groove Welds
    14.10 Fillet Welds
    14.11 Strength of Welds
    14.12 AISC Requirements
    14.13 Design of Simple Fillet Welds
    14.14 Design of Connections for Members with Both Longitudinal and Transverse Fillet Welds
    14.15 Some Miscellaneous Comments
    14.16 Design of Fillet Welds for Truss Members
    14.17 Plug and Slot Welds
    14.18 Shear and Torsion
    14.19 Shear and Bending
    14.20 Full-Penetration and Partial-Penetration Groove Welds
    14.21 Examples with Video Solution
    14.22 Problems for Solution
    15. Building Connections
    15.1 Selection of Type of Fastener
    15.2 Types of Beam Connections
    15.3 Standard Bolted Beam Connections
    15.4 AISC Manual Standard Connection Tables
    15.5 Designs of Standard Bolted Framed Connections
    15.6 Designs of Standard Welded Framed Connections
    15.7 Single-Plate, or Shear Tab, Framing Connections
    15.8 End-Plate Shear Connections
    15.9 Designs of Welded Seated Beam Connections
    15.10 Designs of Stiffened Seated Beam Connections
    15.11 Designs of Moment-Resisting FR Moment Connections
    15.12 Column Web Stiffeners
    15.13 Problems for Solution
    16. Composite Beams
    16.1 Composite Construction
    16.2 Advantages of Composite Construction
    16.3 Discussion of Shoring
    16.4 Effective Flange Widths
    16.5 Shear Transfer
    16.6 Partially Composite Beams
    16.7 Strength of Shear Connectors
    16.8 Number, Spacing, and Cover Requirements for Shear Connectors
    16.9 Moment Capacity of Composite Sections
    16.10 Deflections
    16.11 Design of Composite Sections
    16.12 Continuous Composite Sections
    16.13 Design of Concrete-Encased Sections
    16.14 Problems for Solution
    17. Composite Columns
    17.1 Introduction
    17.2 Advantages of Composite Columns
    17.3 Disadvantages of Composite Columns
    17.4 Lateral Bracing
    17.5 Specifications for Composite Columns
    17.6 Axial Design Strengths of Composite Columns
    17.7 Shear Strength of Composite Columns
    17.8 LRFD and ASD Tables
    17.9 Load Transfer at Footings and Other Connections
    17.10 Tensile Strength of Composite Columns
    17.11 Axial Load and Bending
    17.12 Problems for Solution
    18. Cover-Plated Beams and Built-up Girders
    18.1 Cover-Plated Beams
    18.2 Built-up Girders
    18.3 Built-up Girder Proportions
    18.4 Flexural Strength
    18.5 Tension Field Action
    18.6 Design of Stiffeners
    18.7 Problems for Solution
    19. Design of Steel Buildings
    19.1 Introduction to Low-Rise Buildings
    19.2 Types of Steel Frames Used for Buildings
    19.3 Common Types of Floor Construction
    19.4 Concrete Slabs on Open-Web Steel Joists
    19.5 One-Way and Two-Way Reinforced-Concrete Slabs
    19.6 Composite Floors
    19.7 Concrete-Pan Floors
    19.8 Steel Floor Deck
    19.9 Flat Slab Floors
    19.10 Precast Concrete Floors
    19.11 Types of Roof Construction
    19.12 Exterior Walls and Interior Partitions
    19.13 Fireproofing of Structural Steel
    19.14 Introduction to High-Rise Buildings
    19.15 Discussion of Lateral Forces
    19.16 Types of Lateral Bracing
    19.17 Analysis of Buildings with Diagonal Wind Bracing for Lateral Forces
    19.18 Moment-Resisting Joints
    19.19 Design of Buildings for Gravity Loads
    19.20 Selection of Members
    APPENDIX A Derivation of the Euler Formula
    APPENDIX B Slender Compression Elements
    APPENDIX C Flexural-Torsional Buckling of Compression Members
    APPENDIX D Moment-Resisting Column Base Plates
    APPENDIX E Ponding


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