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  • Users: Clevegar
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  1. Clevegar

    FINDING DECK BENDING MOMENTS FOR WHEEL LOADS

    (I posted a similar question in AASHTO forum) Reality check is requested by engineer who doesn't often stray into the AASHTO code. I want to find the design live load bending moment in my rc deck with main reinforcing perpendicular to traffic. Following 3.24.3.1: S=10 ft span between...
  2. Clevegar

    BRIDGE DESIGN SPEC: concrete slabs bending moment

    Please shed some insight for me on the application of 3.24.3 In 3.24.3.1, "Case A-Main Reinforcement Perpendicular to Traffic". The equation given returns a moment in "foot-pounds per foot-width of slab". Is it to be multipied BY THE SPAN LENGTH to find the moment in the...
  3. Clevegar

    Golf-Cart bridge

    A GOLF-CART BRIDGE: Should it be designed as a pedestrian/Equestrian/Maintenance Vehicle Bridge, with pedestrian Live Load and H10 vehicular load, or should it be considered a vehicular bridge? What design loading/load combinations apply for this kind of structure, specifically as a short...

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