Tuesday, November 24, 2009

RE: seaint Digest for 23 Nov 2009

Go to here:

http://www.seaintarchive.org/group/seaint/

Select the time period, and then select the Thread option and input
whatever topic or person you are looking for.

D. Matthew Stuart, P.E., S.E., F.ASCE, SECB
Senior Project Manager
Structural Department
Associate
Engineers and Consultants - CMX
200 Route 9
Manalapan, NJ 07726
732-577-9000 (Ext. 308)
908-309-8657 (Cell)
732-298-9441 (Fax)
mstuart@CMXEngineering.com


-----Original Message-----
From: Bill Myers [mailto:bill.myers@neel-schaffer.com]
Sent: Tuesday, November 24, 2009 9:26 AM
To: seaint@seaint.org
Subject: RE: seaint Digest for 23 Nov 2009

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@seausa.org]
Sent: Tuesday, November 24, 2009 2:00 AM
To: bill.myers@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@hotmail.com
2: Structural Design of Underground Appruntences for Invert Tanks and
Prepoured Pipes
by ghan0022@umn.edu
3: Response to an American engineer's query
by gvshwnth@yahoo.com
4: RE: Structural Design of Underground Appruntences for Invert Tanks
by Harold Sprague <spraguehope@hotmail.com>
5: Grade 8 bolt properties
by "Joseph R. Grill" <jrgrill@cableone.net>
6: Re: Quick Help
by David Topete <d.topete73@gmail.com>
7: Re: Grade 8 bolt properties
by David Topete <d.topete73@gmail.com>
8: Re: Grade 8 bolt properties
by Brad Connelly <connellybrad@gmail.com>
9: Mat Foundation
by Jason Christensen <jason@wcaeng.com>
10: Mat Foundation
by Jason Christensen [mailto:jason@wcaeng.com]=20
11: RE: Mat Foundation
by Harold Sprague <spraguehope@hotmail.com>
12: Re: Mat Foundation
by Tom.Hunt@fluor.com
13: Katrina was not a natural catastrophe but a man-made one
by Abolhassan Astaneh-Asl <astaneh@ce.berkeley.edu>
14: Steel roof deck attached using screws
by Drew Morris [dmorris@bbfm.com]
15: Re: Katrina was not a natural catastrophe but a man-made one
by Alexander Bausk <bauskas@gmail.com>
16: ACI 355/355R
by "Thor Tandy" <vicpeng@telus.net>
17: Re: Grade 8 bolt properties
by Christopher Wright <chrisw@skypoint.com>
18: Re: Mat Foundation
by David Topete <d.topete73@gmail.com>
19: Grade 8 bolt properties
by jrgrill@cableone.net<BR>To:
seaint@seaint.org<BR>Subject:
Grade 8 bol=
20: RE: screws to WF
by akester@cfl.rr.com<BR>&gt=3B To:
seaint@seaint.org<BR>&gt=3B
Subject:=
21: Re: Mat Foundation
by David Topete [mailto:d.topete73@gmail.com]
22: RE: ACI 355/355R
by Harold Sprague <spraguehope@hotmail.com>
23: Re: Grade 8 bolt properties
by Brad Connelly [mailto:connellybrad@gmail.com]=20
24: "J" For Lateral Torsional Buckling equations
by "Joseph R. Grill" <jrgrill@cableone.net>
25: Grade 8 bolt properties<br>
by jrgrill@cableone.net
26: RE: "J" For Lateral Torsional Buckling equations
by "Conrad Harrison" <sch.tectonic@bigpond.com>
27: Re: "J" For Lateral Torsional Buckling equations
by Liaquat Ally Akhand <laakhand@gmail.com>
28: Re: Grade 8 bolt properties
by Liaquat Ally Akhand <laakhand@gmail.com>
29: Re: "J" For Lateral Torsional Buckling equations
by Liaquat Ally Akhand [mailto:laakhand@gmail.com]=20
30: Re: Katrina was not a natural catastrophe but a man-made one
by Stan Caldwell <stancaldwell@gmail.com>
31: Re: Katrina was not a natural catastrophe but a man-made one
by Stan Caldwell <stancaldwell@gmail.com>
32: RE: Grade 8 bolt properties
by "Conrad Harrison" <sch.tectonic@bigpond.com>
33: Re: "J" For Lateral Torsional Buckling equations
by Christopher Wright <chrisw@skypoint.com>

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******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
* http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
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