ACI limitation on one way slab
ACI limitation on one way slab
(OP)
There's a code on ACI 318-08, 8.9.4 that states that:
8.9.4 — It shall be permitted to analyze solid or ribbed
slabs built integrally with supports, with clear spans
not more than 10 ft, as continuous slabs on knife edge
supports with spans equal to the clear spans of the
slab and width of beams otherwise neglected.
is this limits the span of one way to 10'?
thanks
8.9.4 — It shall be permitted to analyze solid or ribbed
slabs built integrally with supports, with clear spans
not more than 10 ft, as continuous slabs on knife edge
supports with spans equal to the clear spans of the
slab and width of beams otherwise neglected.
is this limits the span of one way to 10'?
thanks
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RE: ACI limitation on one way slab
RE: ACI limitation on one way slab
An expert is a man who has made all the mistakes which can be made in a very narrow field