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hello there!

A. i need some information regarding span / depth
ratio limits of one- way flat plate ( continous and
one end discontinuous for floors.

B. is the balanced load for slab weight still 75%?
if not what is the latest per PTI ( for bonded and unbonded tendons )

C. can any body attached me a copy of that 
particular part in PTI.

thank you in advanced

jojo see C.E

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