Design_ Wood, Steel, and Concrete
Content
- Foreword
- Author
- PART I Ready cargo
- Part 1 Standards
- Part 2 Basic Loads: Dead Loads and Live Loads
- Part 3 Underpayments
- Part 4 Wind Loads
- Part 5 Earthquake Loads
- PART II The Nature of Timber
- Part 6 Description of Trees
- Part 7 Structure of Timber
- Part 8 Tying Trees
- PART III The Nature of Iron
- Part 9 Steel Members
- Part 10 Humility of Members
- Part 11 Soft Metal Components
- Part 12 Collective Power of Members
- Part 13 Hardware Connection
- Part IV Reinforced concrete structures
- Part 14 Reinforced concrete members
- Part 15 Double and T-reinforcement of concrete beams
- Part 16 Shear and torsion in reinforced concrete
- References
- Appendix
Preface
This book aims to meet the needs of a basic graphic design textbook. It is a complete book. The book has a basic purpose. All the norms and standards have changed since it was first published in 2010. The International Building Code and the International Residential Code were updated in 2012. The American Society of Architects (ASCE) has updated the maximum design loads for buildings and other structures to ASCE 7-10. The American Woodworking Council published the 2012 National Design Standards (NDS) for woodworking. The American Institute of Structural Engineers (AISC) has updated its Steel Construction Guide and Seismic Design Guide to the 2010 standard. The American Concrete Institute (ACI) has published a new standard ACI 380-2011 for the application of reinforced concrete structures.
All these changes required a rapid revision of the book. During this process the written material was extensively revised and expanded, including the addition of a new section on design.
The book maintains its originality; Suitable for wooden, metal and concrete designs. It’s the only book that covers all the basics: class properties, design values, reference tables, and other tools to help you create a complete design from code. Unlike other manuals, this manual does not require the requirements of various documents regarding the code and quality of the issuing company.
The book is suitable for courses in architecture, construction management, public engineering, and civil engineering where the curriculum includes integrated courses in wood, metal, and structural design.
The book consists of four parts and has been expanded into 17 chapters. Part I, consisting of Chapters 1 through 5, helps students identify the different types and magnitudes of loads to be applied to each structure and the combinations of loads to be applied. check the design. ASCE 7-10 made significant changes to the load requirements. In Part I, the philosophy of load and resistance elements and some design methods are explained.
Wood design in Sections II through Sections 6 and 8 includes engineered wood, laminated wood, and engineered wood or veneer wood that looks like reinforced wood. NDS 2012 changed the configuration settings and introduced new configuration features. First of all, the strength capacity of the bars under tension, compression and bending according to NDS 2012 was discussed and the design of the bars was developed.
Diagrams of columns, beams, and combined forces are then shown, including column supports, column stops, and other members. Connection is a special thing because it is often overlooked and turns out to be the weak link in the structure. Types of plug connections (nails, screws and bolts) are shown in detail along with a full list of index values.
Part III of Chapters 9 to 13. Its department is about metals. This includes the design, compression, bending of beams and hollow and unenclosed frames to AISC specifications, and the design of open steel beams and ties to Steel Beams Institute standards. AISC 2010 made revisions to the structure of some structural elements. He also made changes to the slide design. Similar to the Wood diagram, a special section shows joints, connections, and time tolerances for joints and welds with different types of frames.
Part IV, Chapters 14 to 17, deals with concrete design. Added a new nozzle for T-bars and double-barreled sticks. In practice, there are no members, as discussed in Chapter 16, and wool is used in a variety of ways.
My wife Saroj Gupta helped with the writing and editing. In the first part, senior students in my design class also made valuable contributions; Ignacio Alvarez edited the video, and Andrew Dahlman, Ryan Goodwin, and George Schork reviewed the episode. In this article, seniors Michael Santerre and Raphael DeLassus explore answers to questions specifically related to Part III and Part IV. Joseph Clements, David Fausel, and other CRC Press staff provided valuable support that resulted in revised editions. The fastest response and necessary support during the evaluation and adaptation phase came from Dhayanidhi Karunanidhi and Paul Abraham Isaac from diacritic.
I am very grateful to all my colleagues at Roger Williams College for their continued support.
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