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RE: Anchor Bolts- Some thoughts

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Mr Polhemus,
Let me tell you that your are missing the point. This is not a
matter of developed or developing country engineering. Today
the whole engineering world is much more different from that of
some years ago. By the way, we are usually handling projects
involving Canada, US and yes, also Chile. But the point is, whenever
or whatever you can advance in your specs and drawings for site
activities the better would be IMHO. I read someone with concerns
regarding previously set anchor bolts, because < plans change quickly>
and < they are always in the way>. This doesn't speak very well of the
engineering phase. The one to be thorougly performed before site
activities. Besides that, you do not require to have the anchors < always
in the way>. You can let pockets, where they are to be placed and grouted
later. Tapered pockets for seismic areas. We have seen this in .....
....canadian standards.
Now, today it's sunday, so let's set these sort of issues for the coming
days,
right now a pisco-sour is awaiting for me.
Regards.
R. Labbé

-----Mensaje original-----
De: Bill Polhemus <bill(--nospam--at)polhemus.cc>
Para: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Fecha: Domingo, 22 de Julio de 2001 05:58 a.m.
Asunto: RE: Anchor Bolts- Some thoughts


>Then I'm surprised you haven't seen this become a regular practice. As I
>said, the technology has developed so that this is actually the smart way
to
>set anchor rods.
>
>William L. Polhemus, Jr., P.E.
>Polhemus Engineering Company
>Katy, Texas
>Phone 281-492-2251
>Fax 281-492-8203
>
>
>> -----Original Message-----
>> From: raul labbe [mailto:rlabbe(--nospam--at)ctcinternet.cl]
>> Sent: Sunday, July 22, 2001 3:01 AM
>> To: seaint(--nospam--at)seaint.org
>> Subject: RE: Anchor Bolts- Some thoughts
>>
>>
>> Of course never, 'cause I only have
>> 33 years in engineering.
>
>
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