line load on un-supported edge of slab
 

line load on un-supported edge of slab
i'm doing some design checks of a building. designer has placed a brick wall on the un-supported edge of a one way slab. slab thickness is 115mm while the span is approximately 2800mm. reinforcement is brc mesh. from the past experience i know that this results an unnecessary deflection on edge of the slab.
my problem is how to prove this fact with help of calculations.
kc
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section 9.5 in aci 318-05.