Simplified LRFD bridge design
"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 resis...
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Other Authors: | |
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Format: | eBook |
Language: | English |
Published: |
Boca Raton, FL :
CRC Press, Taylor & Francis Group,
[2013]
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Subjects: | |
ISBN: | 9781628707397 1628707399 9781466566880 1466566884 9781466566514 1466566515 |
Physical Description: | 1 online resource (xxxix, 318 pages) : illustrations |
LEADER | 04911cam a2200457 i 4500 | ||
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001 | kn-ocn880900394 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 140603s2013 flua ob 001 0 eng d | ||
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020 | |a 9781628707397 |q (electronic bk.) | ||
020 | |a 1628707399 |q (electronic bk.) | ||
020 | |a 9781466566880 |q (electronic bk.) | ||
020 | |a 1466566884 |q (electronic bk.) | ||
020 | |z 9781466566514 | ||
020 | |z 1466566515 | ||
035 | |a (OCoLC)880900394 |z (OCoLC)966561680 |z (OCoLC)976193485 | ||
245 | 0 | 0 | |a Simplified LRFD bridge design / |c [edited by] Jai B. Kim, Robert H. Kim, Jonathan R. Eberle. |
264 | 1 | |a Boca Raton, FL : |b CRC Press, Taylor & Francis Group, |c [2013] | |
264 | 4 | |c ©2013 | |
300 | |a 1 online resource (xxxix, 318 pages) : |b illustrations | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
520 | |a "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"-- |c Provided by publisher | ||
504 | |a Includes bibliographical references and index. | ||
505 | 0 | |a Machine generated contents note: 1. LRFD Method of Bridge Design -- Limit States -- Load Combinations and Load Factors -- Strength Limit States for Superstructure Design -- Resistance Factors, O??, 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) -- 2. 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. | |
505 | 0 | |a Contents note continued: 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 -- 3. Practice Problems -- 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 -- Appendix A Distribution of Live Loads per Lane for Moment in Interior Beams (AASHTO Table 4.6.2.2.2b-1) -- Appendix B Distribution of Live Loads per Lane for Moment in Exterior Longitudinal Beams (AASHTO Table 4.6.2.2.2d-1) -- Appendix C Distribution of Live Load per Lane for Shear in Interior Beams (AASHTO Table 4.6.2.2.3a-1) -- Appendix D Distribution of Live Load per Lane for Shear in Exterior Beams (AASHTO Table 4.6.2.2.3b-1). | |
505 | 0 | |a Contents note continued: Appendix E U.S. Customary Units and Their SI Equivalents -- References -- Primary References -- Supplementary References. | |
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Iron and steel bridges |x Design and construction |x Examinations |v Study guides. | |
650 | 0 | |a Load factor design |x Examinations |v Study guides. | |
650 | 0 | |a Structural engineering |x Examinations |v Study guides. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
700 | 1 | |a Kim, Jai B., |d 1934- |e editor. |1 https://id.oclc.org/worldcat/entity/E39PCjyDd6wrHrQvRdRHYW3M6C | |
776 | 0 | 8 | |i Print version: |t Simplified LRFD bridge design |z 9781466566514 |w (DLC) 2012050940 |w (OCoLC)794041448 |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpSLRFDBDF/simplified-lrfd-bridge?kpromoter=marc |y Full text |