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Re: precast flat slabs

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Israeli code 466 part 5 , deals with hollow core panels. It dosn't apply on prestressed flat planks.

Kourosh Khalpari  Msc. Eng
ARME"  Consulting Engineers "




----- Original Message ----- From: "I.KATZ" <t_catz(--nospam--at)netvision.net.il>
To: <seaint(--nospam--at)seaint.org>
Sent: Monday, February 25, 2008 2:19 PM
Subject: Re: precast flat slabs


Try Israeli code 466 part 5

Itsik Katz
t_catz(--nospam--at)netvision.net.il
----- Original Message ----- From: "arme" <arme(--nospam--at)zahav.net.il>
To: <seaint(--nospam--at)seaint.org>
Sent: Monday, February 25, 2008 10:23 AM
Subject: Re: precast flat slabs


Dear sir,

The Israeli's standard deals with prestressed flat planks in lamost 63 words only , Iam consulting a company which fabricates prestressed elements and I use preety much , PCI Design Handbook, 4th Ed. and other reference books such as "PLANT CAST AND PRESTRESSED CONCRETE" by William R. Phillips , to design , but I need a code of practice or standard which can give me a hi-light what is wrong and what is right , what are the limits for thikness, bearing size , reinforcement etc.

K.Khalpari


----- Original Message ----- From: "James Getaz" <jamesgetaz3(--nospam--at)msn.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Saturday, February 23, 2008 6:00 PM
Subject: Re: precast flat slabs



  Dear k.kahlpari,
     Do you have any more specific questions?
The PCI Design Handbook, 6th Ed. is a pretty good reference. Older versions are good, too, just not as current. Design of flat slabs has not changed, though.
  HTH,
  James L. Getaz III P.E.
  Precast Concrete Engineer



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