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ACI 13.3.6 required for post tensioned flat plate with wall-spand rel beam at corners?

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An  8" thick one way banded tendon post tensioned flat plate has
6"x34"spandrel guardrail beams intersecting shearwalls at the corners.  The
spandrel beams are anchored to the slab to keep cars from going over the
edge.

Would the slab require the special corner reinforcement indicated in ACI
13.3.6 at the corners?   

Thanks.

Scott M Haan P.E.
Plan Review Engineer
Building Safety Division http://www.muni.org/building
Development Services Department
Municipality of Anchorage
phone:907-343-8183  fax:907-249-7399
mailto:haansm(--nospam--at)ci.anchorage.ak.us



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