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CSA S6 – N/A AASHTO Pedestrian Bridges – CI. 3.5 Not applicable unless specified by the Engineer The fatigue loading used for fatigue and fracture limit state (Fatigue 1) shall be as specified in Section 11 of AASHTO Signs. The Natural Wind Gust specified in Article 11.7.3 and the Truck-Induced Gust specified in Article 11.7.4 of that.Heavy traffic, defined as single-unit …
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