Simplified LRFD Bridge Design
Editat de Jai B. Kim, Robert H. Kim, Jonathan Eberleen Limba Engleză Hardback – 8 apr 2013
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 Lane
- Wind Loads, Earthquake Loads
- Plastic moment capacity of composite steel-concrete beam
- LRFR Load Rating
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Specificații
ISBN-13: 9781466566514
ISBN-10: 1466566515
Pagini: 358
Ilustrații: 139 b/w images, 38 tables and Less than 1000
Dimensiuni: 156 x 234 x 25 mm
Greutate: 0.64 kg
Ediția:New.
Editura: CRC Press
Colecția CRC Press
ISBN-10: 1466566515
Pagini: 358
Ilustrații: 139 b/w images, 38 tables and Less than 1000
Dimensiuni: 156 x 234 x 25 mm
Greutate: 0.64 kg
Ediția:New.
Editura: CRC Press
Colecția CRC Press
Public țintă
Engineers preparing for the Civil and Structural PE exams, Practicing engineers and civil engineering students as a reference and textbook.Cuprins
Introduction. LRFD Method of Bridge Design. Limit States. 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 Examples. 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 Problems. Practice Problem 1: Non-composite 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. Primary References. Supplementary References. Appendices. Index.
Notă biografică
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.
Contributors:
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.
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.
Contributors:
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.
Recenzii
"The book appears to be a simplified and organized approach to the basics of LRFD Bridge Superstructure Design and should serve as a good review and reference manual for the PE Examination."
––Stevan C. Wilver, Larson Design
––Stevan C. Wilver, Larson Design
Descriere
Helping readers prepare for the civil and structural PE exam, this book presents numerous design examples that serve as a comprehensive, step-by-step guide to basic bridge design using the AASHTO LRFD Bridge Design Specifications, Fifth Edition. It offers a simplified explanation of load resistance factor design (LRFD) method-based bridge design principles and lists the AASHTO reference section numbers alongside formulas and where topics are introduced, to refer the reader to the primary source material. This is a valuable reference for civil engineering students as well as for practicing engineers.