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post-tensioning

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hello there !

A. is there anybody who could  help me check latest
span / depth ratio limits of one-way flat plate floor slab? ( for
simple and continuous spans)

B.is it true that 75% DL of post -tension (unbonded) must be
considered for the above mentioned data.
was there any changes based on latest PCI codes?

C. pls. attached PCI codes if possible.

ty in advance

jojo see
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