elevated floor slab
elevated floor slab
(OP)
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?





RE: elevated floor slab
AASHTO 3.24.3.2
E=(4+0.06S)<7ft, where: E = Width of slab in feet over which a wheel is distributed; S = Effective span length in feet
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RE: elevated floor slab