LRFD guide specifications for the design of pedestrian bridges.
"These Guide Specifications address the design and construction of typical pedestrian bridges which are designed for, and intended to carry, primarily pedestrians, bicyclists, equestrian riders and light maintenance vehicles, but not designed and intended to carry typical highway traffic. Pedes...
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| Corporate Author: | |
|---|---|
| Format: | eBook |
| Language: | English |
| Published: |
Washington, DC :
American Association of State Highway and Transportation Officials,
©2009.
|
| Subjects: | |
| ISBN: | 9781613446478 1613446470 9781560516194 1560516194 |
| Physical Description: | 1 online resource (vi, 30 pages) : illustrations |
Cover
Table of contents
| LEADER | 04663cam a2200469 a 4500 | ||
|---|---|---|---|
| 001 | kn-ocn777598040 | ||
| 003 | OCoLC | ||
| 005 | 20240717213016.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 120221s2009 dcua ob 000 0 eng d | ||
| 040 | |a KNOVL |b eng |e pn |c KNOVL |d COO |d OCLCQ |d KNOVL |d ZCU |d KNOVL |d OCLCQ |d STF |d OCLCQ |d UAB |d OCLCQ |d OCLCF |d RRP |d DMY |d OCLCQ |d NUI |d OCLCO |d OCLCL |d OCLCQ | ||
| 020 | |a 9781613446478 |q (electronic bk.) | ||
| 020 | |a 1613446470 |q (electronic bk.) | ||
| 020 | |a 9781560516194 | ||
| 020 | |a 1560516194 | ||
| 035 | |a (OCoLC)777598040 |z (OCoLC)1404464619 | ||
| 043 | |a n-us--- | ||
| 245 | 0 | 0 | |a LRFD guide specifications for the design of pedestrian bridges. |
| 246 | 3 | |a Load and resistance factor design guide specifications for the design of pedestrian bridges | |
| 246 | 3 | 0 | |a Pedestrian bridges |
| 260 | |a Washington, DC : |b American Association of State Highway and Transportation Officials, |c ©2009. | ||
| 300 | |a 1 online resource (vi, 30 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 | ||
| 500 | |a "December 2009." | ||
| 500 | |a "These Guide Specifications address the design and construction of typical pedestrian bridges which are designed for, and intended to carry, primarily pedestrians, bicyclists, equestrian riders and light maintenance vehicles, but not designed and intended to carry typical highway traffic. Pedestrian bridges with cable supports or atypical structural systems are not specifically addressed. These Guide Specifications provide additional guidance on the design and construction of pedestrian bridges in supplement to that available in the AASHTO LRFD Bridge Design Specifications (AASHTO LRFD). Only those issues requiring additional or different treatment due to the nature of pedestrian bridges and their loadings are addressed. In Article 3 of this document, the load definitions and abbreviations are taken from AASHTO LRFD. Aluminum and wood structures are adequately covered in AASHTO LRFD, and as such are not specifically addressed herein. Implementation of the wind loading and fatigue loading provisions require reference to the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals (AASHTO Signs)."--Page 1. | ||
| 504 | |a Includes bibliographical references (pages 29-30). | ||
| 500 | |a "GSDPB-2"--Page 4 of cover. | ||
| 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 "These Guide Specifications address the design and construction of typical pedestrian bridges which are designed for, and intended to carry, primarily pedestrians, bicyclists, equestrian riders and light maintenance vehicles, but not designed and intended to carry typical highway traffic. Pedestrian bridges with cable supports or atypical structural systems are not specifically addressed. These Guide Specifications provide additional guidance on the design and construction of pedestrian bridges in supplement to that available in the AASHTO LRFD Bridge Design Specifications (AASHTO LRFD). Only those issues requiring additional or different treatment due to the nature of pedestrian bridges and their loadings are addressed. In Article 3 of this document, the load definitions and abbreviations are taken from AASHTO LRFD. Aluminum and wood structures are adequately covered in AASHTO LRFD, and as such are not specifically addressed herein. Implementation of the wind loading and fatigue loading provisions require reference to the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals (AASHTO Signs)."--Page 1. | ||
| 590 | |a Knovel |b Knovel (All titles) | ||
| 650 | 0 | |a Footbridges |x Design and construction |x Specifications |z United States. | |
| 650 | 0 | |a Bridges |x Live loads |x Specifications |z United States. | |
| 650 | 0 | |a Pedestrian facilities design |x Specifications |z United States. | |
| 650 | 0 | |a Pedestrian facilities design. | |
| 655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
| 655 | 9 | |a electronic books |2 eczenas | |
| 710 | 2 | |a American Association of State Highway and Transportation Officials. | |
| 776 | 0 | 8 | |i Print version: |t LRFD guide specifications for the design of pedestrian bridges. |d Washington, DC : American Association of State Highway and Transportation Officials, ©2009 |z 9781560514695 |w (OCoLC)489676516 |
| 856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpLRFDGSD5/lrfd-guide-specifications?kpromoter=marc |y Full text |
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