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Wind Loads for Pedestrian Bridges

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Hello All,

We have an old (1997) version of the Guide Specifications for Design of 
Pedestrian Bridges which states a horizontal wind load of 35 psf for open 
truss bridge (Section 1.2.2).  Has this load changed in the most current 
edition (LFRD Guide Specifications for Design of Pedestrian Bridges, 2nd 

Thanks in advance,

Ricardo G. Gonzalez, P.E.
C S W | S T 2
CSW/Stuber-Stroeh Engineering Group, Inc.
45 Leveroni Court, Novato, CA  94949
Civil Engineering ∙ Structural Engineering
Planning ∙ Land Surveying & Mapping

main: 415-883-9850          fax: 415-883-9836
direct: 415-884-6442        e-mail: RicardoG(--nospam--at)
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