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Line load on un-supported edge of slab

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KCRatnayake

KCRatnayake

Structural
Apr 29, 2006
89
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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