PDF Free Download | structural steel design 5th edition by JACK C McCORMAC and STEPHEN F CSERNAK
Contents of Structural Steel Design
- CHAPTER Introduction to Structural Steel Design
- Advantages of Steel as a Structural Material
- Disadvantages of Steel as a Structural Material
- Early Uses of Iron and Steel
- Steel Sections
- Metric Units
- Cold-Formed Light-Gage Steel Shapes
- Stress-Strain Relationships in Structural Steel
- Modern Structural Steels
- Uses of High-Strength Steels
- Measurement of Toughness
- Jumbo Sections
- Lamellar Tearing
- Furnishing of Structural Steel
- The Work of the Structural Designer
- Responsibilities of the Structural Designer
- Economical Design of Steel Members
- Failure of Structures
- Handling and Shipping Structural Steel
- Calculation Accuracy
- Computers and Structural Steel Design
- Problems for Solution
- CHAPTER Specifications, Loads, and Methods of Design
- Specifications and Building Codes
- Loads
- Dead Loads
- Live Loads
- Environmental Loads
- Load and Resistance Factor Design (LRFD)
- and Allowable Strength Design (ASD)
- Nominal Strengths
- Shading
- Computation of Loads for LRFD and ASD
- Computing Combined Loads with LRFD Expressions
- Computing Combined Loads with ASD Expressions
- Two Methods of Obtaining an Acceptable Level of Safety
- Discussion of Sizes of Load Factors and Safety Factors
- Author’s Comment
- Problems for Solution
- CHAPTER Analysis of Tension Members
- Introduction
- Nominal Strengths of Tension Members
- Net Areas
- Effect of Staggered Holes
- Effective Net Areas
- Connecting Elements for Tension Members
- Block Shear
- Problems for Solution
- CHAPTER Design of Tension Members
- Selection of Sections
- Built-Up Tension Members
- Rods and Bars
- Pin-Connected Members
- Design for Fatigue Loads
- Problems for Solution
- CHAPTER Introduction to Axially Loaded Compression Members
- General
- Residual Stresses
- Sections Used for Columns
- Development of Column Formulas
- The Euler Formula
- End Restraint and Effective Lengths of Columns
- Stiffened and Unstiffened Elements
- Long, Short, and Intermediate Columns
- Column Formulas
- Maximum Slenderness Ratios
- Example Problems
- Problems for Solution g
- CHAPTER Design of Axially Loaded Compression Members
- Introduction
- AISC Design Tables
- Column Splices
- Built-Up Columns
- Built-Up Columns with Components
- in Contact with Each Other
- Connection Requirements for Built-Up Columns
- Whose Components Are in Contact with Each Other
- Built-Up Columns with Components not
- in Contact with Each Other
- Single-Angle Compression Members
- Sections Containing Slender Elements
- Flexural-Torsional Buckling of Compression Members
- Problems for Solution
- CHAPTER Design of Axially Loaded Compression Members (Continued)
- and Column Base Plates
- Introduction
- Further Discussion of Effective Lengths
- Frames Meeting Alignment Chart Assumptions
- Frames Not Meeting Alignment Chart Assumptions
- as to Joint Rotations
- Stiffness-Reduction Factors
- Columns Leaning on Each Other for In-Plane Design
- Base Plates for Concentrically Loaded Columns
- Problems for Solution
- CHAPTER Introduction to Beams
- Types of Beams
- Sections Used as Beams
- Bending Stresses
- Plastic Hinges
- Elastic Design
- The Plastic Modulus
- Theory of Plastic Analysis
- The Collapse Mechanism
- The Virtual-Work Method
- CHAPTER Bolted Connections
- Introduction
- Types of Bolts
- History of High-Strength Bolts
- Advantages of High-Strength Bolts
- Snug-Tight, Pretensioned, and Slip-Critical Bolts
- Methods for Fully Pretensioning High-Strength Bolts
- Slip-Resistant Connections and Bearing-Type Connections
- Mixed Joints
- Sizes of Bolt Holes
- Load Transfer and Types of Joints
- Failure of Bolted Joints
- Spacing and Edge Distances of Bolts
- Bearing-Type Connections—Loads Passing Through
- Center of Gravity of Connections
- Slip-Critical Connections — Loads Passing Through
- Center of Gravity of Connections
- Problems for Solution
- CHAPTER Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
- Bolts Subjected to Eccentric Shear
- Bolts Subjected to Shear and Tension
- (Bearing-Type Connections)
- Bolts Subjected to Shear and Tension
- (Slip-Critical Connections)
- Tension Loads on Bolted Joints
- Prying Action
- Historical Notes on Rivets
- Types of Rivets
- Strength of Riveted Connections —Rivets
- in Shear and Bearing
- Problems for Solution
- CHAPTER Welded Connections
- General
- Advantages of Welding
- American Welding Society \
- Types of Welding
- Prequalified Welding
- Welding Inspection
- Classification of Welds
- Welding Symbols
- Groove Welds
- Fillet Welds
- Strength of Welds
- AISC Requirements
- Design of Simple Fillet Welds
- Design of Connections for Members with Both Longitudinal
- and Transverse Fillet Welds
- Some Miscellaneous Comments
- Design of Fillet Welds for Truss Members
- Plug and Slot Welds
- Shear and Torsion
- Shear and Bending
- Full-Penetration and Partial-Penetration Groove Welds
- Problems for Solution
- CHAPTER Building Connections
- Selection of Type of Fastener
- Types of Beam Connections
- Standard Bolted Beam Connections
- AISC Manual Standard Connection Tables
- Designs of Standard Bolted Framed Connections
- Designs of Standard Welded Framed Connections
- Single-Plate, or Shear Tab, Framing Connections
- End-Plate Shear Connections
- Designs of Welded Seated Beam Connections
- Designs of Stiffened Seated Beam Connections
- Designs of Moment-Resisting FR Moment Connections
- Column Web Stiffeners
- Problems for Solution
- CHAPTER Composite Beams
- Composite Construction
- Advantages of Composite Construction
- Discussion of Shoring
- Effective Flange Widths
- Shear Transfer
- Partially Composite Beams
- Strength of Shear Connectors
- Number, Spacing, and Cover Requirements
- for Shear Connectors
- Moment Capacity of Composite Sections
- Deflections
- Design of Composite Sections
- Continuous Composite Sections
- Design of Concrete-Encased Sections
- Problems for Solution
- CHAPTER Composite Columns
- Introduction
- Advantages of Composite Columns
- Disadvantages of Composite Columns
- Lateral Bracing
- Specifications for Composite Columns
- Axial Design Strengths of Composite Columns
- Shear Strength of Composite Columns
- LRFD and ASD Tables
- Load Transfer at Footings and Other Connections
- Tensile Strength of Composite Columns
- Axial Load and Bending
- Problems for Solution
- CHAPTER Cover-Plated Beams and Built-up Girders
- Cover-Plated Beams
- Built-up Girders
- Built-up Girder Proportions
- Flexural Strength
- Tension Field Action
- Design of Stiffeners
- Problems for Solution
- CHAPTER Design of Steel Buildings
- Introduction to Low-Rise Buildings
- Types of Steel Frames Used for Buildings
- Common Types of Floor Construction
- Concrete Slabs on Open-Web Steel Joists
- One-Way and Two-Way Reinforced-Concrete Slabs
- Composite Floors
- Concrete-Pan Floors
- Steel Floor Deck
- Flat Slab Floors
- Precast Concrete Floors
- Types of Roof Construction
- Exterior Walls and Interior Partitions
- Fireproofing of Structural Steel
- Introduction to High-Rise Buildings
- Discussion of Lateral Forces
- Types of Lateral Bracing
- Analysis of Buildings with Diagonal Wind Bracing
- for Lateral Forces
- Moment-Resisting Joints
- Design of Buildings for Gravity Loads
- 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
