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elevated floor slab 1

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deereman

Structural
Mar 30, 2005
44
I was reading an archived post. (thread507-124847) In it there was a formula from AASHTO that gives an effective width of slab to use for concentrated loads. The formula is as follows: Width to use = 4 + 0.06S where S is the span of the slab. My question is the S in feet and the cooresponding width of slab in feet?
 
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