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Dispersal of wheel loads on segmental bridge top slab 1

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HighPanda

HighPanda

Civil/Environmental
Joined
Nov 28, 2007
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40
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GB
If a wheel load is placed next to the joint of a segmental bridge, should I assume the "effective width" in designing transverse bending reinforcement (in the top slab) NOT including the slab on the other side of the joint?
 
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