Structural Steel Design: International Edition
Autor Jack C. McCormacen Limba Engleză Paperback – 31 iul 2007
This best selling text has been fully updated to conform to the latest American Manual of Steel Construction. The material is presented in an easy-to-read student-friendly style.
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Specificații
ISBN-13: 9780132199919
ISBN-10: 0132199912
Pagini: 704
Dimensiuni: 178 x 235 mm
Greutate: 0.96 kg
Ediția:4Nouă
Editura: Pearson Education
Colecția Pearson Education
Locul publicării:Upper Saddle River, United States
ISBN-10: 0132199912
Pagini: 704
Dimensiuni: 178 x 235 mm
Greutate: 0.96 kg
Ediția:4Nouă
Editura: Pearson Education
Colecția Pearson Education
Locul publicării:Upper Saddle River, United States
Cuprins
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 Steel-Strain Relationships in Structural Steel
1.8 Modern Structural Steels
1.9 Uses of High-Strength Steel
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 Design
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 Loads and Resistance Factor Design (LRFD) and Allowable Design (ASD)
2.7 Normal Strengths
2.8 Two Methods for Doing the Same Thing
2.9 Shading
2.10 Computation of Loads for LRFD and ASD
2.11 Computing Combined Loads with LRFD Expressions
2.12 Computing Combined Loads with ASD Expressions
2.13 Discussion of Sizes of Load Factors and Safety Factors
2.14 Author’s Comment
2.15 Problems
3. Analysis of Tension Members.
3.1 Introduction
3.2 Nominal Strengths of Tension
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 Problems
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 Designs for Fatigue Loads
4.6 Problems
5. Introduction to Axially Loaded Compression Members.
5.1 General
5.2 Residual
5.3 Sections used for columns
5.4 Development of Column Formulas
5.5 The Euler Formula
5.6 End Restraint and Effective Length of Columns
5.7 Stiffened and Unstiffened Elements
5.8 Long, Short, and Intermediate
5.9 Column Formulas
5.10 Maximum Slenderness Ratios
5.11 Example Problems
5.12 Problems
6. Design of Axially Loaded Tension 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 Introductory Remarks Concerning Flexural-Torsional Buckling of Compression
Members
6.9 Single-Angle Compression Members
6.10 Sections Containing Slender Elements
6.11 Problems
7. Design of Axially Loaded Compression Members Continued.
7.1 Further Discussion of Effective Lengths
7.2 Frames Meeting Alignment Chart Assumptions
7.3 Frames not meeting Alignments Chart Assumptions
7.4 Stiffness-Reduction Factors
7.5 Columns Leaning on Each Other for In-Plane Design
7.6 Base Plates for Concentrically Loaded Columns
7.7 Problems
8. Introduction to Beams.
8.1 Types of Beans
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 Problems
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 Moments Capacities, Zone 2
9.7 Elastic Buckling Zone 3
9.8 Design Charts
9.9 Noncompact Sections
9.10 Problems
10. Design of Beams–Miscellaneous Topics. (Shear, Deflection, ect.)
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 Problems
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 Magnification Factors
11.5 Moment Modification or C Factors
11.6 Review of beam-Columns in braced Frames
11.7 Design of Beam-Columns —Braced or Unbraced
11.8 Review of Beam-Columns in Unbraced Frames
11.9 Problems
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 Sung 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 Distance 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 Problems
13. Eccentrically Loaded Bolted Connections and Historical Notes on Rivets.
13.1 Bolts Subject to Eccentric Shear
13.2 Bolts Subject to Shear and Tension (Bearing Type Connections)
13.3 Bolts Subject 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 Problems
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 Welding
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 Problems
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 Stiffened Seated Bean Connections
15.11 Design Of moments Resisting FR Moment Connections
15.12 Column Web Stiffeners
15.13 Problems
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
17. Composite Columns.
17.1 Introduction
17.2 Advantages of Composite Construction
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 Tables
17.9 Loads Transfer at Footings and Other Connections
17.10 Tensile Strength of Composite Columns
17.11 Axial Load and Bending
17.12 Problem
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 Tension Field Action
18.5 Design of Stiffeners
18.6 Problems
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- Decking Floors
19.9 Flat Slabs
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 Type 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-Torsion Buckling of Compression Members.
Appendix D. Moment-Resisting Column Base Plates.
Appendix E. Ponding.
Glossary.
Index.
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 Steel-Strain Relationships in Structural Steel
1.8 Modern Structural Steels
1.9 Uses of High-Strength Steel
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 Design
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 Loads and Resistance Factor Design (LRFD) and Allowable Design (ASD)
2.7 Normal Strengths
2.8 Two Methods for Doing the Same Thing
2.9 Shading
2.10 Computation of Loads for LRFD and ASD
2.11 Computing Combined Loads with LRFD Expressions
2.12 Computing Combined Loads with ASD Expressions
2.13 Discussion of Sizes of Load Factors and Safety Factors
2.14 Author’s Comment
2.15 Problems
3. Analysis of Tension Members.
3.1 Introduction
3.2 Nominal Strengths of Tension
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 Problems
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 Designs for Fatigue Loads
4.6 Problems
5. Introduction to Axially Loaded Compression Members.
5.1 General
5.2 Residual
5.3 Sections used for columns
5.4 Development of Column Formulas
5.5 The Euler Formula
5.6 End Restraint and Effective Length of Columns
5.7 Stiffened and Unstiffened Elements
5.8 Long, Short, and Intermediate
5.9 Column Formulas
5.10 Maximum Slenderness Ratios
5.11 Example Problems
5.12 Problems
6. Design of Axially Loaded Tension 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 Introductory Remarks Concerning Flexural-Torsional Buckling of Compression
Members
6.9 Single-Angle Compression Members
6.10 Sections Containing Slender Elements
6.11 Problems
7. Design of Axially Loaded Compression Members Continued.
7.1 Further Discussion of Effective Lengths
7.2 Frames Meeting Alignment Chart Assumptions
7.3 Frames not meeting Alignments Chart Assumptions
7.4 Stiffness-Reduction Factors
7.5 Columns Leaning on Each Other for In-Plane Design
7.6 Base Plates for Concentrically Loaded Columns
7.7 Problems
8. Introduction to Beams.
8.1 Types of Beans
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 Problems
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 Moments Capacities, Zone 2
9.7 Elastic Buckling Zone 3
9.8 Design Charts
9.9 Noncompact Sections
9.10 Problems
10. Design of Beams–Miscellaneous Topics. (Shear, Deflection, ect.)
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 Problems
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 Magnification Factors
11.5 Moment Modification or C Factors
11.6 Review of beam-Columns in braced Frames
11.7 Design of Beam-Columns —Braced or Unbraced
11.8 Review of Beam-Columns in Unbraced Frames
11.9 Problems
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 Sung 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 Distance 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 Problems
13. Eccentrically Loaded Bolted Connections and Historical Notes on Rivets.
13.1 Bolts Subject to Eccentric Shear
13.2 Bolts Subject to Shear and Tension (Bearing Type Connections)
13.3 Bolts Subject 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 Problems
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 Welding
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 Problems
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 Stiffened Seated Bean Connections
15.11 Design Of moments Resisting FR Moment Connections
15.12 Column Web Stiffeners
15.13 Problems
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
17. Composite Columns.
17.1 Introduction
17.2 Advantages of Composite Construction
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 Tables
17.9 Loads Transfer at Footings and Other Connections
17.10 Tensile Strength of Composite Columns
17.11 Axial Load and Bending
17.12 Problem
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 Tension Field Action
18.5 Design of Stiffeners
18.6 Problems
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- Decking Floors
19.9 Flat Slabs
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 Type 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-Torsion Buckling of Compression Members.
Appendix D. Moment-Resisting Column Base Plates.
Appendix E. Ponding.
Glossary.
Index.
Caracteristici
Fully updated to conform to the 2005 Specification and Manual of the American Institute of Steel Construction (13th edition of Steel Construction Manual)
Both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) are now covered throughout
- Calculations are worked out side-by-side to allow for easy identification of the different methods
Use of SI units as an addition to the primary use of Inch-Pound units
Added Coverage:
- Lateral Torsional Bending
- Hollow Structural Sections
Both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) are now covered throughout
- Calculations are worked out side-by-side to allow for easy identification of the different methods
Use of SI units as an addition to the primary use of Inch-Pound units
Added Coverage:
- Lateral Torsional Bending
- Hollow Structural Sections
Caracteristici noi
Fully updated to conform to the 2005 Specification and Manual of the American Institute of Steel Construction (13th edition of Steel Construction Manual)
Both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) are now covered
- Calculations are worked out side-by-side to allow for easy identification of the different methods
New Interior Design
- Additional and enhanced illustrations will aid comprehension for today's visual learners
Added Coverage:
- Lateral Torsional Bending
- Hollow Structural Sections
Both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD) are now covered
- Calculations are worked out side-by-side to allow for easy identification of the different methods
New Interior Design
- Additional and enhanced illustrations will aid comprehension for today's visual learners
Added Coverage:
- Lateral Torsional Bending
- Hollow Structural Sections