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KNOVEL_ocn777598040 |
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OCoLC |
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20231027140348.0 |
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120221s2009 dcua ob 000 0 eng d |
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|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
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|a 9781613446478
|q (electronic bk.)
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|a 1613446470
|q (electronic bk.)
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|a GBVCP
|b 719347580
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|a GBVCP
|b 87153391X
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|a NZ1
|b 14232392
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|a (OCoLC)777598040
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|b Knovel Corporation
|n http://www.knovel.com
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|a n-us---
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|a TG428
|b .L74 2009eb
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|a 624.2
|2 23
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|a UAMI
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|a LRFD guide specifications for the design of pedestrian bridges.
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|a Load and resistance factor design guide specifications for the design of pedestrian bridges
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|a Pedestrian bridges
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|a Washington, DC :
|b American Association of State Highway and Transportation Officials,
|c ©2009.
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|a 1 online resource (vi, 30 pages) :
|b illustrations
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a "December 2009."
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|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.
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|a Includes bibliographical references (pages 29-30).
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|a "GSDPB-2"--Page 4 of cover.
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|a Print version record.
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|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.
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|a Knovel
|b ACADEMIC - Transportation Engineering
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|a Footbridges
|x Design and construction
|x Specifications
|z United States.
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650 |
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|a Bridges
|x Live loads
|x Specifications
|z United States.
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650 |
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|a Pedestrian facilities design
|x Specifications
|z United States.
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651 |
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7 |
|a United States.
|2 fast
|0 (OCoLC)fst01204155
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650 |
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7 |
|a Footbridges.
|2 trt
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650 |
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|a Bridge design.
|2 trt
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|a American Association of State Highway and Transportation Officials.
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776 |
0 |
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|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
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856 |
4 |
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|u https://appknovel.uam.elogim.com/kn/resources/kpLRFDGSD5/toc
|z Texto completo
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994 |
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|a 92
|b IZTAP
|