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Deck slab analysis

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jiao

jiao

Structural
Joined
Dec 1, 2001
Messages
30
Location
CA
I am designing a composite concrete bridge deck slab supported on plate girders by FEM.

My question is:
The output shear being a contour map,design for the peak value is apparently too conservative. How much wide of a strip of the slab should I take the average for design?

Thanks


 
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