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Structural Steel Design (6th Edition) Books.pdf
If you are looking for a comprehensive and practical guide to structural steel design, you might want to check out Structural Steel Design (6th Edition) Books.pdf. This book is written by Jack C. McCormac and Stephen F. Csernak, two experienced and respected authors in the field of civil engineering. The book covers the essential topics of structural steel design using the latest codes and standards, such as AISC 360-16 and ASCE/SEI 7-16. The book also provides numerous examples and problems that illustrate the application of theory to practice.
Structural Steel Design (6th Edition) Books.pdf
What is structural steel design?
Structural steel design is the process of selecting and proportioning steel members and connections to resist loads and provide stability for a structure. Structural steel is one of the most common materials used in civil engineering projects because of its high strength-to-weight ratio, ductility, durability, recyclability, and versatility. Structural steel can be used to form various shapes and sizes of beams, columns, trusses, frames, bridges, buildings, towers, and more.
What are the main topics covered in the book?
The book consists of 10 chapters that cover the following topics:
Chapter 1: Introduction to Structural Steel Design
This chapter provides an overview of the structural steel design process, including the steps involved in planning, analysis, design, fabrication, erection, inspection, and maintenance. The chapter also introduces the codes and standards that govern structural steel design in the United States, such as AISC 360-16 (Specification for Structural Steel Buildings), ASCE/SEI 7-16 (Minimum Design Loads and Associated Criteria for Buildings and Other Structures), and AISC 341-16 (Seismic Provisions for Structural Steel Buildings). The chapter also explains the concepts of loads and load combinations that are used to determine the forces acting on a structure. Finally, the chapter reviews some basic structural analysis methods that are used to calculate internal forces and deflections in structural members.
Chapter 2: Tension Members
This chapter introduces the behavior, design, and detailing of tension members, which are structural members that are subjected to axial tensile forces. The chapter discusses the factors that affect the strength and stiffness of tension members, such as cross-sectional area, slenderness ratio, yield stress, and fracture stress. The chapter also presents the design equations and procedures for tension members based on the limit states of yielding, fracture, and block shear. The chapter also explains how to select and detail the connections for tension members, such as bolts, welds, and pins.
Chapter 3: Compression Members
This chapter introduces the behavior, design, and detailing of compression members, which are structural members that are subjected to axial compressive forces. The chapter discusses the factors that affect the strength and stability of compression members, such as cross-sectional shape, slenderness ratio, buckling mode, and residual stress. The chapter also presents the design equations and procedures for compression members based on the limit states of yielding and buckling. The chapter also explains how to select and detail the connections for compression members, such as bolts, welds, and pins.
Chapter 4: Beams
This chapter introduces the behavior, design, and detailing of beams, which are structural members that are subjected to transverse loads that cause bending moments and shear forces. The chapter discusses the factors that affect the strength and stiffness of beams, such as cross-sectional shape, span length, support conditions, load distribution, and lateral bracing. The chapter also presents the design equations and procedures for beams based on the limit states of yielding, lateral-torsional buckling, web local buckling, web crippling, and shear. The chapter also explains how to select and detail the connections for beams, such as bolts, welds, shear tabs, stiffeners, and bearing plates.
Chapter 5: Beam-Columns
This chapter introduces the behavior, design, and detailing of beam-columns, which are structural members that are subjected to combined axial and bending loads. The chapter discusses the factors that affect the strength and stability of beam-columns, such as cross-sectional shape, slenderness ratio, load eccentricity, interaction ratio, and lateral bracing. The chapter also presents the design equations and procedures for beam-columns based on the limit states of yielding and flexural buckling. The chapter also explains how to select and detail the connections for beam-columns, such as bolts, welds, moment connections, and braced frames.
Chapter 6: Simple Connections
This chapter introduces the types, design, and detailing of simple connections, which are connections that transmit only shear forces between members. The chapter discusses the advantages and disadvantages of simple connections compared to other types of connections. The chapter also presents the design equations and procedures for simple connections based on the limit states of bearing failure, shear failure, tear-out failure, block shear failure, slip-critical failure, and prying action. The chapter also explains how to select and detail the components of simple connections, such as bolts (bearing-type or slip-critical), welds (fillet or partial penetration), angles (single or double), seats (stiffened or unstiffened), end plates (flush or extended), gusset plates (symmetric or asymmetric), splice plates (bolted or welded), and copes (reinforced or unreinforced).
Chapter 7: Eccentric Connections
Chapter 7: Eccentric Connections
This chapter introduces the types, design, and detailing of eccentric connections, which are connections that transmit shear forces and bending moments between members. The chapter discusses the effects of eccentricity on the distribution of forces and stresses in the connected members and the connection components. The chapter also presents the design equations and procedures for eccentric connections based on the limit states of yielding, flexural buckling, shear yielding, shear rupture, block shear rupture, and weld strength. The chapter also explains how to select and detail the components of eccentric connections, such as bolts (bearing-type or slip-critical), welds (fillet or complete penetration), angles (single or double), end plates (flush or extended), gusset plates (symmetric or asymmetric), splice plates (bolted or welded), and copes (reinforced or unreinforced).
Chapter 8: Moment Connections
This chapter introduces the types, design, and detailing of moment connections, which are connections that transmit shear forces and bending moments between members. The chapter discusses the advantages and disadvantages of moment connections compared to other types of connections. The chapter also presents the design equations and procedures for moment connections based on the limit states of flexural yielding, flexural buckling, shear yielding, shear rupture, block shear rupture, weld strength, and bolt strength. The chapter also explains how to select and detail the components of moment connections, such as bolts (bearing-type or slip-critical), welds (complete penetration or partial penetration), flange plates (bolted or welded), web plates (bolted or welded), stiffeners (flange or web), continuity plates (flange or web), haunches (flange or web), and column bases (fixed or pinned).
Chapter 9: Composite Construction
This chapter introduces the concept, behavior, design, and detailing of composite construction, which is a type of construction that combines structural steel and reinforced concrete to form a single structural system. The chapter discusses the benefits and challenges of composite construction compared to other types of construction. The chapter also presents the design equations and procedures for composite construction based on the limit states of flexural strength, flexural stiffness, shear strength, shear stiffness, bond strength, bond slip, longitudinal shear transfer, vertical shear transfer, horizontal shear transfer, and composite action. The chapter also explains how to select and detail the components of composite construction, such as steel beams (rolled or built-up), concrete slabs (cast-in-place or precast), shear connectors (headed studs or channels), reinforcing bars (top or bottom), slab openings (rectangular or circular), and diaphragms (rigid or flexible).
Chapter 10: Plate Girders
This chapter introduces the concept, behavior, design, and detailing of plate girders, which are a type of beams that are composed of steel plates welded together to form a deep cross-section. The chapter discusses the applications and advantages of plate girders compared to other types of beams. The chapter also presents the design equations and procedures for plate girders based on the limit states of flexural strength, flexural stiffness, lateral-torsional buckling, web local buckling, web crippling, web local yielding, web local rupture, flange local buckling, flange local yielding, flange local rupture, shear strength, shear stiffness, bearing strength, bearing stiffness. The chapter also explains how to select and detail the components of plate girders such as flanges (uniform or tapered), webs (uniform or tapered), stiffeners (intermediate or bearing), splices (flange or web), transverse bracing (diagonal or cross-frame), longitudinal bracing (top flange or bottom flange), and end connections (simple or moment).
What are the main features and benefits of the book?
The book offers several features and benefits that enhance the learning experience for students and instructors alike. Some of these features and benefits are:
The book follows a clear and logical organization that progresses from basic concepts to advanced topics.
The book uses a consistent notation and terminology that conforms to the codes and standards.
The book provides a balanced coverage of both theory and practice with an emphasis on design applications.
The book includes over 600 figures and tables that illustrate the concepts and examples.
The book contains over 1000 examples and problems that reinforce the understanding and application of the material.
The book offers a variety of pedagogical tools, such as chapter summaries, key terms, review questions, and design aids.
The book provides appendices that contain useful information, such as steel properties, load factors, resistance factors, design tables, and conversion factors.
The book offers online resources, such as solutions manual, PowerPoint slides, Excel spreadsheets, and MATLAB codes.
How can you get a copy of the book?
If you are interested in getting a copy of the book, you have several options to choose from. The following table compares some of the options based on the format, price, availability, and delivery time of the book.
Option Format Price Availability Delivery Time --- --- --- --- --- Amazon Hardcover $199.99 In stock 1-2 days Chegg E-book $49.99 Instant access N/A Pearson E-textbook $59.99 Instant access N/A Library Genesis PDF Free Downloadable N/A As you can see, each option has its pros and cons depending on your preferences and budget. You can choose the option that suits you best and enjoy reading the book.
Conclusion
In conclusion, Structural Steel Design (6th Edition) Books.pdf is a comprehensive and practical guide to structural steel design that covers the essential topics using the latest codes and standards. The book provides numerous examples and problems that illustrate the application of theory to practice. The book also offers various features and benefits that enhance the learning experience. The book is available in different formats and prices that cater to different needs and preferences. If you are looking for a reliable and relevant source of information on structural steel design, you should consider getting a copy of this book.
FAQs
What are the prerequisites for reading this book?
This book assumes that the reader has a basic knowledge of mechanics of materials, structural analysis, and mathematics. The reader should also be familiar with the codes and standards that govern structural steel design in the United States.
Who is the target audience for this book?
This book is intended for undergraduate and graduate students who are taking courses in structural steel design. The book is also suitable for practicing engineers who want to refresh or update their knowledge on structural steel design.
What are the main differences between the 6th edition and the previous editions of this book?
The main differences between the 6th edition and the previous editions of this book are:
The 6th edition reflects the changes and updates in the codes and standards, such as AISC 360-16, ASCE/SEI 7-16, and AISC 341-16.
The 6th edition includes new topics and examples, such as composite construction, plate girders, moment connections, and seismic design.
The 6th edition provides more problems and solutions that cover a wider range of difficulty levels and applications.
The 6th edition offers more online resources, such as Excel spreadsheets and MATLAB codes.
How can I access the online resources for this book?
You can access the online resources for this book by visiting the Pearson website (https://www.pearson.com/us/higher-education/product/Mc-Cormac-Structural-Steel-Design-6th-Edition/9780136079484.html) and following the instructions provided there. You will need to register or log in with your Pearson account to access the online resources.
How can I contact the authors of this book?
You can contact the authors of this book by sending an email to their addresses: Jack C. McCormac (jack.mccormac@clemson.edu) and Stephen F. Csernak (scsernak@vt.edu). You can also visit their websites for more information: Jack C. McCormac (http://www.clemson.edu/cecas/departments/cee/people/faculty/mccormac.html) and Stephen F. Csernak (https://www.cee.vt.edu/faculty/csernak-stephen/).
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