Developed to comply with the fifth edition of the AASHTO LFRD Bridge Design Specifications --Simplified LRFD Bridge Design is "How To" use the Specifications book.
Most engineering books utilize traditional deductive practices, beginning with in-depth theories and progressing to the application of theories. The inductive method in the book uses alternative approaches, literally teaching backwards. The book introduces topics by presenting specific design examples. Theories can be understood by students because they appear in the text only after specific design examples are presented, establishing the need to know theories.
The emphasis of the book is on step-by-step design procedures of highway bridges by the LRFD method, and "How to Use" the AASHTO Specifications to solve design problems.
Some of the design examples and practice problems covered include:
- Load combinations and load factors
- Strength limit states for superstructure design
- Design Live Load HL- 93
- Un-factored and Factored Design Loads
- Fatigue Limit State and fatigue life;
Service Limit State
- Number of design lanes
- Multiple presence factor of live load
- Dynamic load allowance
- Distribution of Live Loads per
- Wind Loads, Earthquake Loads
- Plastic moment capacity of composite steel-concrete beam
- LRFR Load Rating
Simplified LRFD Bridge Design is a study guide for engineers preparing for the PE examination as well as a classroom text for civil engineering students and a reference for practicing engineers. Eight design examples and three practice problems describe and introduce the use of articles, tables, and figures from the AASHTO LFRD Bridge Design Specifications. Whenever articles, tables, and figures in examples appear throughout the text, AASHTO LRFD specification numbers are also cited, so that users can cross-reference the material.
|Publisher:||Taylor & Francis|
|Edition description:||New Edition|
|Product dimensions:||6.40(w) x 9.10(h) x 1.00(d)|
About the Author
Jai B. Kim, PE, PhD, is a professor emeritus of civil and environmental engineering at Bucknell University. He was department chairman for 26 years. Also, currently he is a bridge consultant (since 1980) and president of BKLB Structural Consultants, Inc. Recently he was a structural engineer at the Federal Highway Administration (FHWA). He has been active in bridge research for over 40 years, and was a member of the Transportation Research Board Committee of Bridges and Structures. He also served on the Structural PE Exam Committee of the National Council of Examiners and Surveying (NCEES) for many years. He holds a BSCE and MSCE from Oregon State University and a PhD from University of Maryland.
Robert H. Kim, PE, MSCE, is chief design engineer for BKLB Structural Consultants, Inc. He has extensive experience in the design, research, and construction of highway bridges. He has authored and presented several papers related to bridge engineering. Robert’s three books, Bridge Design for the Civil and Structural Professional Exams, Second Edition; Timber Design, Seventh Edition; and Civil Discipline Specific Review for the FE/EIT Exam are well-read by both students and engineers. In 2013, he is working on a bridge rehabilitation design in Connecticut. He holds a BS from Carnegie Mellon University and a MSCE from Penn State University.
Jonathan R. Eberle, BSCE is engaged in research with focus on the seismic design and analysis of structures at Virginia Polytechnic Institute and State University as a graduate student. He holds a BSCE from Bucknell University.
Dave M. Mante, MSCE performed a rigorous full-scale laboratory testing on an innovative concrete bridge deck system and he is performing research on prestressed concrete girders at Auburn University.
Eric J. Weaver, PE, M.Eng, performed research on fatigue and life-cycle analysis of steel truss bridges at Lehigh University. He worked for NASA’s space shuttle program and currently he is working as a structural engineer for Westinghouse Electric Co.
Table of Contents
LRFD Method of Bridge Design
Load Combinations and Load Factors
Strength Limit States for Superstructure Design
Resistance Factors, Φ, for Strength Limits
Design Live Load HL-93
Fatigue Live Load
Number of Design Lanes, NL
Multiple Presence Factor of Live Load, m
Dynamic Load Allowance, IM
Live Load Distribution Factors
Load Combinations for the Strength I Limit State
Simple Beam Live Load Moments and Shears Carrying Moving Concentrated Loads per Lane
Live Load Moments and Shears for Beams (Girders)
Design Example 1: Reinforced Concrete T-Beam Bridge
Design Example 2: Load Rating of Reinforced Concrete T-Beam by the Load and Resistance Factor Rating (LRFR) Method
Design Example 3: Composite Steel–Concrete Bridge
Design Example 4: Longitudinal Steel Girder
Design Example 5: Reinforced Concrete Slabs
Design Example 6: Prestressed Interior Concrete Girder
Design Example 7: Flexural and Transverse Reinforcement for 50 ft Reinforced Concrete Girder
Design Example 8: Determination of Load Effects Due to Wind Loads, Braking Force, Temperature Changes, and Earthquake Loads Acting on an Abutment
Practice Problem 1: Noncomposite 60 ft Steel Beam Bridge for Limit States Strength I, Fatigue II, and Service
Practice Problem 2: 161 ft Steel I-Beam Bridge with Concrete Slab
Practice Problem 3: Interior Prestressed Concrete I-Beam References
Appendix A: Distribution of Live Loads per Lane for Moment in Interior Beams (AASHTO Table 188.8.131.52.2b-1)
Appendix B: Distribution of Live Loads per Lane for Moment in Exterior Longitudinal Beams
(AASHTO Table 184.108.40.206.2d-1)
Appendix C: Distribution of Live Load per Lane for Shear in Interior Beams (AASHTO Table 220.127.116.11.3a-1)
Appendix D: Distribution of Live Load per Lane for Shear in Exterior Beams (AASHTO Table 18.104.22.168.3b-1)
Appendix E: U.S. Customary Units and Their SI Equivalents
Most Helpful Customer Reviews
I found this book to be very valuable. It can be used for preparing for the Professional Engineering Exam. Also, it's a great reference for students taking bridge design-related courses and for practicing engineers. This book is lucidly written for easy and quick learning of the new bridge design method. One of this book's distinctions is its use of numerical examples to teach the new bridge design method. Also, I didn't have to search for notations buried in the design problems because this book has a list of notations at the front; so it helped me to save time. In addition, I liked that whenever notations appeared in the example problems, the AASHTO specification article numbers were cited. Overall, I rate this book as a "DEFINITE BUY"
This book teaches the LRFD bridge design method by presenting numerical design & practice problems first. So I understood the design theories because those theories appeared after the specific design examples. Thus, this book allowed me to learn this new design method easily and quickly. I believe this book is unique because its emphasis is on "HOW TO USE" the AASHTO LRFD Bridge Design Specifications which are massive and complex. This book's approach made the new bridge design method easy to learn. Also, there are numerous notations in the AASHTO LRFD bridge design specifications which are difficult to remember in the design problems. Unlike other books, however, this book has a separate list of notations, figures and tables at the very front of the book, as are in the AASHTO LRFD Bridge Design Specs (even though they are defined in the design examples). Since I didn't have to search for the notations that are buried in the design problems, this book helped save me time. Another feature that I liked: Whenever new topics such as equations, tables, and other material appeared in the book's design examples, the AASHTO specification article numbers were cited. So I was able to go--quickly-- to the AASHTO Specs for additional explanations in the AASHTO Specs. In addition, I liked the Load and Resistance Factor Rating (LRFR) method for load ratings in the book. Overall, this book is unique and exceptional. Thus, I highly recommend it.