Structural steel design 5th Edition by Stephen F Csernak, Jack C Mccormac ISBN 9332505713 9789332505711 by Csernak, Stephen F.; Mccormac, Jack C 9780136079484, 9780273751359, 9781621701750, 0136079482, 0273751352, 1621701751 instant download after payment.

Structural steel design 5th Edition by Stephen F. Csernak, Jack C. Mccormac  - Ebook PDF Instant Download/Delivery: 9332505713, 9789332505711

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ISBN 10:  9332505713

ISBN 13: 9789332505711 

Author: Stephen F. Csernak, Jack C. Mccormac

This best selling text has been fully updated and presents the material in an easy-to-read student-friendly style.

Table of contents:

Chapter 1: Structural Steel Basics
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
1.12 Lamellar Tearing
1.13 Furnishing of Structural Steel
1.14 The Work of the Structural Designer
1.16 Economical Design of Steel Members
1.17 Failure of Structures
1.20 Computers and Structural Steel Design
1.21 Problems for Solution

Chapter 2: Loads and Design Codes
2.1 Specifications and Building Codes
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)
2.9 Computation of Loads for LRFD and ASD
2.10 Computing Combined Loads with LRFD Expressions
2.11 Computing Combined Loads with ASD Expressions
2.13 Discussion of Sizes of Load Factors and Safety Factors
2.15 Problems for Solution

Chapter 3: 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 Problems for Solution

Chapter 4: Built-Up 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 Problems for Solution

Chapter 5: Columns
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
5.11 Example Problems
5.12 Problems for Solution

Chapter 6: Column Design
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
6.7 Built-Up Columns with Components not in Contact
6.8 Single-Angle Compression Members
6.9 Sections Containing Slender Elements
6.10 Flexural-Torsional Buckling of Compression Members
6.11 Problems for Solution

Chapter 7: Column Frames
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
7.5 Stiffness-Reduction Factors
7.6 Columns Leaning on Each Other
7.7 Base Plates for Concentrically Loaded Columns
7.8 Problems for Solution

Chapter 8: Beams
8.2 Sections Used as Beams
8.3 Bending Stresses
8.4 Plastic Hinges
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 for Solution

Chapter 9: Beam Design
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 Problems for Solution

Chapter 10: Continuous Beams and Deflections
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 Problems for Solution

Chapter 11: Beam–Columns
11.1 Occurrence
11.2 Members Subject to Bending and Axial Tension
11.3 First-Order and Second-Order Moments
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
11.10 Problems for Solution

Chapter 12: Bolted Connections
12.2 Types of Bolts
12.3 History 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
12.14 Slip-Critical Connections
12.15 Problems for Solution

Chapter 13: Bolts under Combined Forces
13.1 Bolts Subjected to Eccentric Shear
13.2 Bolts Subjected to Shear and Tension (Bearing-Type)
13.3 Bolts Subjected to Shear and Tension (Slip-Critical)
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
13.9 Problems for Solution

Chapter 14: Welding
14.1 General
14.2 Advantages of Welding
14.4 Types of 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 Longitudinal and Transverse Fillet Welds
14.15 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 for Solution

Chapter 15: Beam Connections
15.1 Selection of Type of Fastener
15.2 Types of Beam Connections
15.3 Standard Bolted Beam Connections
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

Chapter 16: Composite Construction
16.1 Composite Construction
16.2 Advantages of Composite Construction
16.3 Discussion of Shoring
16.4 Effective Flange Widths
16.5 Shear Transfer
16.7 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

Chapter 17: Composite Columns
17.1 Introduction
17.2 Advantages 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
17.12 Problems for Solution

Chapter 18: 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

Chapter 19: Steel Buildings and Floor Systems
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
19.13 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
19.18 Moment-Resisting Joints
19.19 Design of Buildings for Gravity Loads
19.20 Selection of Members

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Tags: Stephen F Csernak, Jack C Mccormac, Structural Steel, Design