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RE: seaint Digest for 23 Nov 2009

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Is there any way to go directly to a specific email item without having to
tediously scroll down thru the list?

Today's SEAint Digest has 33 items and is quite lengthy.

Regards,

Bill Myers, P.E., C.W.I.
Neel-Schaffer, Inc.
601.948.3071


-----Original Message-----
From: admin [mailto:admin(--nospam--at)seausa.org] 
Sent: Tuesday, November 24, 2009 2:00 AM
To: bill.myers(--nospam--at)neel-schaffer.com
Subject: seaint Digest for 23 Nov 2009


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                       seaint Digest for 23 Nov 2009

Topics covered in this issue include:

   1: RE: ACI Grade Beam Construction Joint
             by spraguehope(--nospam--at)hotmail.com
   2: Structural Design of Underground Appruntences for Invert Tanks and
Prepoured Pipes
             by ghan0022(--nospam--at)umn.edu
   3: Response to an American engineer's query
             by gvshwnth(--nospam--at)yahoo.com
   4: RE: Structural Design of Underground Appruntences for Invert Tanks
             by Harold Sprague <spraguehope(--nospam--at)hotmail.com>
   5: Grade 8 bolt properties
             by "Joseph R. Grill" <jrgrill(--nospam--at)cableone.net>
   6: Re: Quick Help
             by David Topete <d.topete73(--nospam--at)gmail.com>
   7: Re: Grade 8 bolt properties
             by David Topete <d.topete73(--nospam--at)gmail.com>
   8: Re: Grade 8 bolt properties
             by Brad Connelly <connellybrad(--nospam--at)gmail.com>
   9: Mat Foundation
             by Jason Christensen <jason(--nospam--at)wcaeng.com>
  10: Mat Foundation
             by Jason Christensen [mailto:jason(--nospam--at)wcaeng.com]=20
  11: RE: Mat Foundation
             by Harold Sprague <spraguehope(--nospam--at)hotmail.com>
  12: Re: Mat Foundation
             by Tom.Hunt(--nospam--at)fluor.com
  13: Katrina  was not a natural catastrophe but a man-made one
             by Abolhassan Astaneh-Asl <astaneh(--nospam--at)ce.berkeley.edu>
  14: Steel roof deck attached using screws 
             by Drew Morris [dmorris(--nospam--at)bbfm.com] 
  15: Re: Katrina was not a natural catastrophe but a man-made one
             by Alexander Bausk <bauskas(--nospam--at)gmail.com>
  16: ACI 355/355R
             by "Thor Tandy" <vicpeng(--nospam--at)telus.net>
  17: Re: Grade 8 bolt properties
             by Christopher Wright <chrisw(--nospam--at)skypoint.com>
  18: Re: Mat Foundation
             by David Topete <d.topete73(--nospam--at)gmail.com>
  19: Grade 8 bolt properties
             by jrgrill(--nospam--at)cableone.net<BR>To: seaint(--nospam--at)seaint.org<BR>Subject:
Grade 8 bol=
  20: RE: screws to WF
             by akester(--nospam--at)cfl.rr.com<BR>&gt=3B To: seaint(--nospam--at)seaint.org<BR>&gt=3B
Subject:=
  21: Re: Mat Foundation
             by David Topete [mailto:d.topete73(--nospam--at)gmail.com]
  22: RE: ACI 355/355R
             by Harold Sprague <spraguehope(--nospam--at)hotmail.com>
  23: Re: Grade 8 bolt properties
             by Brad Connelly [mailto:connellybrad(--nospam--at)gmail.com]=20
  24: "J" For Lateral Torsional Buckling equations
             by "Joseph R. Grill" <jrgrill(--nospam--at)cableone.net>
  25: Grade 8 bolt properties<br>
             by jrgrill(--nospam--at)cableone.net
  26: RE: "J" For Lateral Torsional Buckling equations
             by "Conrad Harrison" <sch.tectonic(--nospam--at)bigpond.com>
  27: Re: "J" For Lateral Torsional Buckling equations
             by Liaquat Ally Akhand <laakhand(--nospam--at)gmail.com>
  28: Re: Grade 8 bolt properties
             by Liaquat Ally Akhand <laakhand(--nospam--at)gmail.com>
  29: Re: "J" For Lateral Torsional Buckling equations
             by Liaquat Ally Akhand [mailto:laakhand(--nospam--at)gmail.com]=20
  30: Re: Katrina was not a natural catastrophe but a man-made one
             by Stan Caldwell <stancaldwell(--nospam--at)gmail.com>
  31: Re: Katrina was not a natural catastrophe but a man-made one
             by Stan Caldwell <stancaldwell(--nospam--at)gmail.com>
  32: RE: Grade 8 bolt properties
             by "Conrad Harrison" <sch.tectonic(--nospam--at)bigpond.com>
  33: Re: "J" For Lateral Torsional Buckling equations
             by Christopher Wright <chrisw(--nospam--at)skypoint.com>





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*   site at: http://www.seaint.org 
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