prestressed flat planks.
Kourosh Khalpari Msc. Eng
ARME" Consulting Engineers "
----- Original Message -----
From: "I.KATZ" <t_catz@netvision.net.il>
To: <seaint@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@netvision.net.il
> ----- Original Message -----
> From: "arme" <arme@zahav.net.il>
> To: <seaint@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@msn.com>
>> To: <seaint@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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