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pt-tensioned slab design

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05/25/98

hello there!
1. Does any body consider design of post-tensined slab(1-way)
where Section 1606 Reduction of live load applies.
note : Design Parameters
       span = 38 ft end span, 36 ft next span and succeding 8 span.
       fc` = 4.0 ksi, fy = 60 ksi, fpu = 270 ksi
       LL = 100 psf.   Tributary Area is 38*100=4000 sq.ft
       storey ht = 2 storey level
Normally I consider this reduction of live load in design of 
column(where applies) and design of footing.

thanks a lot,

jojo see S.E


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