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SEAINT Mail Archive 2007 (Jan-Mar)

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Messages: 1225

Tue Jan 02 04:39:31 GMT 2007

Min web thickness, Sanjay . Sehdev
RE: Min web thickness, Conrad Harrison
lateral torsional buckling really happens!, Andrew Kester, PE
Re: lateral torsional buckling really happens!, refugio rochin

Wed Jan 03 04:03:44 GMT 2007

Re: lateral torsional buckling really happens!, Sanjay . Sehdev
Re: lateral torsional buckling really happens!, Mark Gilligan
re: lateral torsional buckling, Andrew Kester, PE
RE: seaint Digest for 2 Jan 2007, Josh Plummer
Tilt-up connections, Jake Watson

Thu Jan 04 00:41:30 GMT 2007

RE: seaint Digest for 2 Jan 2007, Conrad Harrison
RE: lateral torsional buckling, Conrad Harrison
RE: lateral torsional buckling really happens!, Josh Plummer
RE: lateral torsional buckling really happens!, Conrad Harrison
Welded elbows in carbon steel pipes, Jimenez, Jorge A.
Re: Welded elbows in carbon steel pipes, Paul Blomberg
Re: Welded elbows in carbon steel pipes, Daryl Richardson
concrete topping on plywood floor sheathing, Bruce Holcomb
RE: concrete topping on plywood floor sheathing, Mark E. Deardorff
Re: concrete topping on plywood floor sheathing, Avicpeng
Re: concrete topping on plywood floor sheathing, MWJohnson
RE: concrete topping on plywood floor sheathing, Ben Yousefi
RE: concrete topping on plywood floor sheathing, Tom . Hunt
RE: Tilt-up connections (UNCLASSIFIED), Haan, Scott M POA
RE: Tilt-up connections (UNCLASSIFIED), Mark E. Deardorff
RE: Tilt-up connections (UNCLASSIFIED), Mark E. Deardorff
RE: Tilt-up connections (UNCLASSIFIED), Haan, Scott M POA
Re: concrete topping on plywood floor sheathing, Neil Moore

Fri Jan 05 00:03:03 GMT 2007

RE: Welded elbows in carbon steel pipes, Javier Encinas
RE: Tilt-up connections (UNCLASSIFIED), Josh Plummer
Re: Tilt-up connections (UNCLASSIFIED), Jake Watson
Re: Tilt-up connections (UNCLASSIFIED), Gerard Madden, SE
Re: Welded elbows in carbon steel pipes, Daryl Richardson
Re: Welded elbows in carbon steel pipes, Christopher Wright
Re: Welded elbows in carbon steel pipes, Syed A Masroor
Re: Welded elbows in carbon steel pipes, Gil Brock
Re: Welded elbows in carbon steel pipes, Robert Kazanjy
PE Exam, Wesley Werner
RE: PE Exam, Stuart, Matthew
Re: PE Exam, Rob Chynoweth
RE: PE Exam, Mike Jones
Re: PE Exam, Tom . Hunt
Re: Welded elbows in carbon steel pipes, Gerard Madden, SE
Aluminum Rectangular Tubing, Gerard Madden, SE
eccentric braced frames, Bruce Holcomb
Re: Aluminum Rectangular Tubing, Gerard Madden, SE
Re: eccentric braced frames, Gerard Madden, SE
Re: Aluminum Rectangular Tubing, Jordan Truesdell, PE
Re: Aluminum Rectangular Tubing, Robert Kazanjy
Re: eccentric braced frames, Tom . Hunt
Re: Aluminum Rectangular Tubing, Avicpeng
Re: Aluminum Rectangular Tubing, Avicpeng
Re: Aluminum Rectangular Tubing, Gerard Madden, SE
RE: eccentric braced frames, Bruce Holcomb
Re: eccentric braced frames, Gerard Madden, SE
Re: Aluminum Rectangular Tubing, Robert Kazanjy
Re: Aluminum Rectangular Tubing, Gerard Madden, SE
RE: eccentric braced frames, Ben Yousefi
Re: eccentric braced frames, Neil Moore
Re: Aluminum Rectangular Tubing, Neil Moore
RE: Aluminum Rectangular Tubing, Dave Lowen
RE: eccentric braced frames, Tom . Hunt
Re: Aluminum Rectangular Tubing, Christopher Wright
Re: Aluminum Rectangular Tubing, Robert Kazanjy

Sat Jan 06 19:54:54 GMT 2007

[no subject], Mauricio Salazar

Mon Jan 08 03:34:56 GMT 2007

Re: PE Exam, Sanjay . Sehdev
RE: eccentric braced frames, Sanjay . Sehdev
RE: eccentric braced frames, TBerair
Re: PE Exam, TBerair
Anti Virus Software, Padmanabhan Rajendran
Re: Anti Virus Software, Jordan Truesdell, PE
Re: Anti Virus Software, MTD Ingenieros Asociados, S.A.
10-story russian bldg, refugio rochin
RE: 10-story russian bldg, Michel Blangy
Re: 10-story russian bldg, refugio rochin

Tue Jan 09 16:49:45 GMT 2007

Fee proposal for 100, 000 sq. ft. Wood frame condominium building over PT underground parking structure, Casey K. Hemmatyar
Foundation settlement, Mark L. Puccio
RE: Foundation settlement, Paul Feather
RE: Foundation settlement, Jimenez, Jorge A.
RE: Foundation settlement, Michelle Motchos
Re: Foundation settlement, bcainse
RE: Foundation settlement, Harold Sprague

Wed Jan 10 00:36:13 GMT 2007

RE: Foundation settlement, Conrad Harrison
re: condo fee proposal, Andrew Kester, PE
bolts in bending, Andrew Kester, PE
Re: seaint Digest for 9 Jan 2007, David Merrick
UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
RE: UBC DRIFT VERSUS CBC DRIFT, David Topete
RE: UBC DRIFT VERSUS CBC DRIFT, Tom . Hunt
Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
RE: UBC DRIFT VERSUS CBC DRIFT, David Topete
Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
RE: History, Not Politics, Josh Comfort
RE: UBC DRIFT VERSUS CBC DRIFT, David Topete
Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
RE: UBC DRIFT VERSUS CBC DRIFT, Ben Yousefi
Re: PE Exam, Rand W Holtham
Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
RE: UBC DRIFT VERSUS CBC DRIFT, Tom . Hunt
Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
OT: SE's in movies and TV, Gerard Madden, SE
Re: seaint Digest for 9 Jan 2007, Jordan Truesdell, PE
RE: SE's in movies and TV, David Topete
Re: OT: SE's in movies and TV, Bill Polhemus
Re: bolts in bending, Jordan Truesdell, PE
Re: bolts in bending, refugio rochin
Re: bolts in bending, Jordan Truesdell, PE
Re: OT: SE's in movies and TV, Gerard Madden, SE
RE: OT: SE's in movies and TV, David Topete
RE: OT: SE's in movies and TV, Mike Jones
RE: OT: SE's in movies and TV, David Topete
history, not politics, refugio rochin
Re: OT: SE's in movies and TV, Scott Maxwell
Re: history, not politics, Rhkratzse
residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
Re: OT: SE's in movies and TV, Gerard Madden, SE
Re: residential surcharge to Ret. wall, Gerard Madden, SE
Re: history, not politics, chuck utzman
Re: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
Re: residential surcharge to Ret. wall, Gerard Madden, SE
RE: residential surcharge to Ret. wall, Dennis Wish
Re: residential surcharge to Ret. wall, Gerard Madden, SE
RE: residential surcharge to Ret. wall, Dennis Wish
Re: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
RE: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
RE: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
Re: residential surcharge to Ret. wall, Rhkratzse
building within a building - code separation requirements?????, Dennis Wish
RE: building within a building - code separation requirements?????, Mark E. Deardorff
Re: residential surcharge to Ret. wall, Jordan Truesdell, PE
Re: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net

Thu Jan 11 03:52:13 GMT 2007

Re: Anti Virus Software, Stan Caldwell
Re: bolts in bending, Sanjay . Sehdev
Commodity Loads to a Grain Storage Building, jvhannah
RE: UBC DRIFT VERSUS CBC DRIFT, TBerair
Re: bolts in bending, Christopher Wright
Re: History, Not Politics, Gary L. Hodgson and Assoc.
Re: OT: SE's in movies and TV, Gary L. Hodgson and Assoc.
RE: residential surcharge to Ret. wall, Adam Vakiener
RE: Anti Virus Software, Alden Manipula
Re: OT: SE's in movies and TV, Scott Maxwell
Bearing Stiffeners, Dave Lowen
RE: History, Not Politics, Sharon
re: engineers in movies, Andrew Kester, PE
Re: engineers in movies, Gerard Madden, SE
RE: Anti Virus Software, Padmanabhan Rajendran
RE: engineers in movies, Chance, Acie
re: condo fee proposal, David Merrick
re: condo fee proposal, David Merrick
Re: engineers in movies [River Kwai], Rhkratzse
Old billboard framing, Alden Manipula
Re: Foundation settlement, Aswin Ranga Swamy
Existing Buildings, Will Haynes
[no subject], Chance, Acie
RE: Existing Buildings, Nels Roselund

Fri Jan 12 00:01:58 GMT 2007

RE: History, Not Politics, Richard L. Hess
RE: Existing Buildings, Stuart, Matthew
Re: No Subject [[existing bonded pretensioned residential slab], Rhkratzse
Re: Existing Buildings, Will Haynes
RE: No Subject [[existing bonded pretensioned residential slab], Conrad Harrison
RE: Existing Buildings, Gary Loomis
RE: No Subject [[existing bonded pretensioned residential slab], Gil Brock
Footing design for uplift, Javier Encinas
RE:, Marlou B. Rodriguez, S.E.
Re: No Subject [[existing bonded pretensioned residential slab], Rhkratzse
RE: Footing design for uplift, Michael Bryson
RE: Footing design for uplift, Conrad Harrison
Notched Wood Beam, IRV FRUCHTMAN
Re: Notched Wood Beam, Rhkratzse
Anchor Bolts with shims, Sanjay . Sehdev
history, not politics, refugio rochin
Reliability redundancy factor, erik gibbs
Engineer in Movie, Rbengrguy
RE: Footing design for uplift, Stuart, Matthew
Re: Notched Wood Beam, Jordan Truesdell, PE
RE: Footing design for uplift, Jimenez, Jorge A.
Re: Footing design for uplift, Jordan Truesdell, PE
Re: Existing Buildings, Jordan Truesdell, PE
Footing design for uplift, Mark L. Puccio
RE: Footing design for uplift, Jimenez, Jorge A.
Re: Footing design for uplift, Jordan Truesdell, PE
Re: Existing Buildings, Will Haynes
RE: Notched Wood Beam, Bruce Pooley
RE: Footing design for uplift, Nels Roselund
Re: history, not politics, Gerard Madden, SE
Re: Anchor Bolts with shims, coengineer
Re: History, Not Politics, bcainse
Re: Existing Buildings, Daryl Richardson
Re: Existing Buildings, bcainse
reinforcement in topping slabs, Michael Laplante
Re: Existing Buildings, Will Haynes
Isolation joint, Landon Anderson
DSA Roof Mech. Unit, lrhauer
RE: history, not politics, Garner, Robert
Concrete Mechanical Anchors, Sharon
RE: Isolation joint, Garner, Robert
expansion joint cover, Robert Freeman
RE: history, politics, then shatner, Michelle Motchos
RE: Reliability redundancy factor, David Topete
RE: Concrete Mechanical Anchors, Michelle Motchos
RE: history, politics, then shatner, Garner, Robert
RE: Concrete Mechanical Anchors, Sharon
Cracks in Masonry, M. David Finley, P.E., P.A.
RE: reinforcement in topping slabs, Gary Loomis
current cost per square foot of construction for commercial Home Depot building in Los Angeles area, Dennis Wish
Re: Cracks in Masonry, Rhkratzse
Re: reinforcement in topping slabs, Daryl Richardson
Re: History, Not Politics, Bill Polhemus
Re: Existing Buildings, Bill Polhemus
Re: history, not politics, Bill Polhemus
RE: history, not politics, Garner, Robert
Re: history, not politics, Bill Polhemus
Re: Existing Buildings, Will Haynes
RE: history, not politics, Michel Blangy
RE: Existing Buildings, Dennis Wish
Partial grout CMU shear wall, David Topete
RE: Partial grout CMU shear wall, Josh Comfort

Sat Jan 13 00:02:13 GMT 2007

Re: Partial grout CMU shear wall, Will Haynes
RE: Partial grout CMU shear wall, David Topete
RE: Partial grout CMU shear wall, David Topete
Re: Partial grout CMU shear wall, Gerard Madden, SE
RE: Partial grout CMU shear wall, David Topete
RE: Partial grout CMU shear wall, Michael Bryson
Re: Partial grout CMU shear wall, Gerard Madden, SE
Re: Partial grout CMU shear wall, Will Haynes
Re: Existing Buildings, Will Haynes
Re: Partial grout CMU shear wall, Scott Maxwell
Re: Cracks in Masonry, Scott Maxwell
Re: Existing Buildings, Scott Maxwell
Re: Bearing Stiffeners, Gary L. Hodgson and Assoc.
Re: engineers in movies, Gary L. Hodgson and Assoc.
RE: current cost per square foot of construction for commercial Home Depot building in Los Angeles area, Donald
RE: Bearing Stiffeners, Dave Lowen
RE: Cracks in Masonry, M. David Finley, P.E., P.A.
The VeRost Anchor Plate the only boltable embed., Russell VeRost

Sun Jan 14 05:00:30 GMT 2007

RE: Cracks in Masonry, Scott Maxwell

Mon Jan 15 01:21:54 GMT 2007

RE: Footing design for uplift (yield line), Conrad Harrison
Wiki Site for Online Structural Engineering Community - Questionnaire, BridgeArt.net Webmaster
The VeRost Anchor Plate the only boltable embed., TBerair
Re: Bearing Stiffeners, Gary L. Hodgson and Assoc.
The VeRost Anchor Plate the only boltable embed., Tom . Hunt
SEA Meeting Presentation Topics, Speck, Todd M
DSA Mech. Roof Equip., (Again), Larry Hauer
RE: DSA Mech. Roof Equip., (Again), Doug Mayer
RE: DSA Mech. Roof Equip., (Again), Larry Hauer
Leaving Formwork in Place, M. David Finley, P.E., P.A.
WT to HSS Out of Plane Moment Connection, Jim Lutz
Construction Cost of Masonry or Tilt-up in Los Angeles, Dennis Wish
Re: Leaving Formwork in Place, Robert Kazanjy
RE: Leaving Formwork in Place, Michel Blangy
Re: Leaving Formwork in Place, Daryl Richardson

Tue Jan 16 00:40:09 GMT 2007

Re: Leaving Formwork in Place, Jesus Gomez
RE: WT to HSS Out of Plane Moment Connection, Conrad Harrison
RE: WT to HSS Out of Plane Moment Connection, Conrad Harrison
Re: Leaving Formwork in Place, Syed A Masroor
Re: Leaving Formwork in Place, Gil Brock
Re: Leaving Formwork in Place, Ravinath M.
re: uplift in footings, Andrew Kester, PE
Site Class E question, Anantha Narayan C.K.
RE: Site Class E question, David Topete
RE: uplift in footings, David Topete

Wed Jan 17 00:26:38 GMT 2007

stone veneer with thinset, Truitt Vance
Re: WT to HSS Out of Plane Moment Connection, Scott Maxwell
RE: WT to HSS Out of Plane Moment Connection (Torsion??), Conrad Harrison
Re: WT to HSS Out of Plane Moment Connection, Gary L. Hodgson and Assoc.
Re: WT to HSS Out of Plane Moment Connection (Torsion??), Gary L. Hodgson and Assoc.
Re: uplift in footings, Gary L. Hodgson and Assoc.
Re: uplift in footings, Jordan Truesdell, PE
Re: stone veneer with thinset, sscholl2(--nospam--at)juno.com
Re: stone veneer with thinset, Tarek Mokhtar
Ordinary Truss Moment Frame, Gary Grinstead
RE: Ordinary Truss Moment Frame, David Topete
Re: Ordinary Truss Moment Frame, Tom . Hunt
Re: Ordinary Truss Moment Frame, Gerard Madden, SE

Thu Jan 18 00:06:20 GMT 2007

Re: Ordinary Truss Moment Frame, garyg
Re: Ordinary Truss Moment Frame, Gerard Madden, SE
RE: WT to HSS Out of Plane Moment Connection (Torsion??), Conrad Harrison
Re: Ordinary Truss Moment Frame, garyg
Re: Ordinary Truss Moment Frame, Gerard Madden, SE
Re: WT to HSS Out of Plane Moment Connection (Torsion??), Paul Ransom
Re: Ordinary Truss Moment Frame, garyg
Trus Joist TJ-Shear Panels, Scott Maxwell
RE: Trus Joist TJ-Shear Panels, David Topete
Re: Trus Joist TJ-Shear Panels, Gerard Madden, SE
COLA research reports, Robert Freeman
Re: Trus Joist TJ-Shear Panels, Robert Kazanjy
HSS to Tee Out of Plane Moment Connection, Jim Lutz
Re: Trus Joist TJ-Shear Panels, Robert Kazanjy
hollow red clay block, Jim Wilson
hollow red clay block, Robert Freeman
RE: stone veneer with thinset, Truitt Vance
Responding to E-mail, Dennis Wish
Multiple loads on a pad foundation question, Dennis Wish
Re: Multiple loads on a pad foundation question, Avicpeng

Fri Jan 19 03:24:47 GMT 2007

RE: hollow red clay block, Dennis Wish
Re: Multiple loads on a pad foundation question, Raymond Shreenan
Re: hollow red clay block, Gary L. Hodgson and Assoc.
BUILDING CODE: Statewide Building Code for Kansas?, Bill Polhemus
RE: BUILDING CODE: Statewide Building Code for Kansas?, Martin Li
RE: McCormick, Dennis Wish

Sat Jan 20 19:31:16 GMT 2007

Re: Trus Joist TJ-Shear Panels, bcainse
Re: Trus Joist TJ-Shear Panels, Bill Polhemus
RE: hollow red clay block, Richard Hess

Sun Jan 21 19:39:21 GMT 2007

Old Steel Shapes, Glenn Otto
Re: Old Steel Shapes, Bradford_Burton
Re: Old Steel Shapes, Christopher Wright
Re: Old Steel Shapes, Bradford_Burton

Mon Jan 22 00:23:05 GMT 2007

RE: Old Steel Shapes, Marlou B. Rodriguez, S.E.
Old Steel Shapes, Glenn Otto
RE: Old Steel Shapes, Dave Lowen
Re: uplift in footings, Jim Wilson
RE: uplift in footings, Wesley Werner
Re: uplift in footings, Jordan Truesdell, PE
Welding HSS, M. David Finley, P.E., P.A.
RE: Welding HSS, Dave Lowen
RE: uplift in footings, Jim Wilson
Re: Welding HSS, Tom . Hunt
Re: Welding HSS, Robert Kazanjy
Re: Welding HSS, Robert Kazanjy
Re: Welding HSS, Christopher Wright
RE: Welding HSS, Robert E Shaw Jr
RE: Welding HSS, Jimenez, Jorge A.
New Simpson Holdowns - Recommendations, Dennis Wish
RE: New Simpson Holdowns - Recommendations, Mark E. Deardorff
RE: New Simpson Holdowns - Recommendations, Ben Yousefi
RE: New Simpson Holdowns - Recommendations, joseph goldbronn
RE: New Simpson Holdowns - Recommendations, Tom . Hunt
RE: New Simpson Holdowns - Recommendations, Rand W Holtham
Drag forces perpendicular to roof trusses and or joists, Jeff Hedman
RE: Drag forces perpendicular to roof trusses and or joists, David Topete
Re: Drag forces perpendicular to roof trusses and or joists, Tarek Mokhtar
RE: Drag forces perpendicular to roof trusses and or joists, Michel Blangy
RE: Drag forces perpendicular to roof trusses and or joists, Tom Skaggs
RE: Drag forces perpendicular to roof trusses and or joists, Jeff Hedman
RE: Drag forces perpendicular to roof trusses and or joists, David Topete

Tue Jan 23 00:00:25 GMT 2007

ACI 318-05 minimum slab on grade reinforcement spacing, Jeff Hedman
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Stuart, Matthew
RE: Drag forces perpendicular to roof trusses and or joists, Jeff Hedman
RE: Drag forces perpendicular to roof trusses and or joists, David Topete
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Jason Emoto
RE: uplift in footings, Conrad Harrison
PE Requirements, erik gibbs
Re: PE Requirements, Gerard Madden, SE
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Scott Maxwell
Re: PE Requirements, Scott Maxwell
Off-Topic (Sources for downloading non-music MP3 files), G Vishwanath
Re: PE Requirements, TBerair
Re: Old steel shapes, G Vishwanath
RE: New Simpson Holdowns - Recommendations, TBerair
Re: Off-Topic (Sources for downloading non-music MP3 files), Gary L. Hodgson and Assoc.
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Stuart, Matthew
Re: Off-Topic (Sources for downloading non-music MP3 files), Gerard Madden, SE
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Gary Loomis
Re: Drag forces perpendicular to roof trusses and or joists, Daryl Richardson
2006 IBC Wood Sill Plate Washers, joseph goldbronn
WT as Vertical Bracing, Zhang Michael
Re: WT as Vertical Bracing, Gerard Madden, SE
Most Trustworthy Professionals, Daryl Richardson
RE: 2006 IBC Wood Sill Plate Washers, Michel, Greg

Wed Jan 24 00:51:58 GMT 2007

Re: WT as Vertical Bracing, Tom . Hunt
Summing Shear Capacities under the UBC, Eric Tompos
RE: Summing Shear Capacities under the UBC, Paul Feather
RE: ACI 318-05 minimum slab on grade reinforcement spacing, Donald
Re: Most Trustworthy Professionals, Jnapd
RE: Most Trustworthy Professionals, Dave Lowen
Re: Off-Topic (Sources for downloading non-music MP3 files), Gary L. Hodgson and Assoc.
RE: Welding HSS, Jimenez, Jorge A.
Re: Most Trustworthy Professionals, Paul Ransom
bad science - CSI Miami, Andrew Kester, PE
RE: bad science - CSI Miami, Collier, Randy
RE: bad science - CSI Miami, David Fisher
Re: bad science - CSI Miami, Gerard Madden, SE
RE: bad science - CSI Miami, David Fisher
RE: bad science - CSI Miami, David Topete
Re: bad science - CSI Miami, Christopher Wright
Re: bad science - CSI Miami, sscholl2(--nospam--at)juno.com
RE: bad science - CSI Miami, Mike Jones
Re: bad science - CSI Miami, Gerard Madden, SE
Web Tapered Members and the 2005 AISC specification, Josh Plummer
Re: bad science - CSI Miami, Christopher Wright
RE: Welding HSS, Tom . Hunt
User Note for single angle bending member, jrgrill(--nospam--at)cableone.net

Thu Jan 25 01:04:18 GMT 2007

RE: bad science - CSI Miami, Conrad Harrison
RE: bad science - CSI Miami, David Topete
Re: bad science - CSI Miami, Gerard Madden, SE
Re: Most Trustworthy Professionals, Gary L. Hodgson and Assoc.
Re: bad science - CSI Miami, Gary L. Hodgson and Assoc.
Shake Table Study Tests Wood-Framed Structure, Jim Getaz
Re: bad science - CSI Miami, Paul Ransom
RE: bad science - CSI Miami, David Fisher
Re: Web Tapered Members and the 2005 AISC specification, Paul Ransom
interesting building code line, Andrew Kester, PE
RE: bad science - CSI Miami/Star Trek, Valerie Eskelsen
RE: bad science - CSI Miami/Star Trek, David Fisher
"User Note" Single angle bending member, Joseph Grill
RE: Shake Table Study Tests Wood-Framed Structure, Michel Blangy
Re: Shake Table Study Tests Wood-Framed Structure, Jnapd
RE: "User Note" Single angle bending member, Jimenez, Jorge A.
steel beam vibration, Andrew Kester, PE
Re: steel beam vibration, Jordan Truesdell, PE
RE: bad science, CSI Miami & Diamonds, Dan Morrow
RE: SEA Meeting Presentation Topics, Speck, Todd M
Re: steel beam vibration, Daryl Richardson
Diaphrabm values for screws, Joseph Grill
Re: Diaphrabm values for screws, jrgrill(--nospam--at)cableone.net

Fri Jan 26 00:01:27 GMT 2007

RE: steel beam vibration, Garner, Robert
RE: Web Tapered Members and the 2005 AISC specification, Josh Plummer
Re: SEA Meeting Presentation Topics, Andy Richardson
RE: Shake Table Study Tests Wood-Framed Structure, Jim Getaz
Re: steel beam vibration, Jordan Truesdell, PE
Re: Shake Table Study Tests Wood-Framed Structure, Jordan Truesdell, PE
Pull down stair, Ramesh Savaliya
Re: Pull down stair, Jordan Truesdell, PE
RE: steel beam vibration, Mark Gilligan
Re: steel beam vibration, Jordan Truesdell, PE

Sun Jan 28 03:16:02 GMT 2007

Metal Plate Wood Trusses, Mark Gilligan
Required Compaction for Spread Footing Sub-base, Romel Gomez
Re: Metal Plate Wood Trusses, Dik Coates
Re: Metal Plate Wood Trusses, Bradford_Burton
re: trusses, Andrew Kester, PE
re: screws in wood diaphgragm, Andrew Kester, PE
Re: Required Compaction for Spread Footing Sub-base, Lloyd Pack
Re: screws in wood diaphgragm, Robert Kazanjy
Re: screws in wood diaphgragm, Joseph R. Grill

Mon Jan 29 04:44:48 GMT 2007

Re: screws in wood diaphgragm, sscholl2
Re: Re: screws in wood diaphgragm, bruckmandesign
Re: Metal Plate Wood Trusses, Gary L. Hodgson and Assoc.
RE: screws in wood diaphgragm, Tom Skaggs
screws in wood diaphragm, Jim Lutz
Re: screws in wood diaphragm, chuck utzman
Re: screws in wood diaphragm, Robert Kazanjy

Tue Jan 30 01:28:59 GMT 2007

OT: Dilbert - I'm affraid I have some bad news..., Michel
Re: OT: Dilbert - I'm affraid I have some bad news..., Jnapd
re: trusses, Scott Maxwell
Re: seaint Digest for 25 Jan 2007, Ali J. Yang | S.E.
RE: seaint Digest for 25 Jan 2007, Martin Li
Embedded Pole, M. David Finley, P.E., P.A.
Re: screws in wood diaphragm, Pinyon Engineering
Re: Embedded Pole, Robert Kazanjy
RE: Embedded Pole, Mark E. Deardorff
COMPUTER: Compare/Contrast Tekla, PDS, Autoplant, etc., bill
Re: hollow red clay block, Roger Davis
Re: Embedded Pole, Daryl Richardson
Re: Embedded Pole, Neil Moore
RE: Embedded Pole (UNCLASSIFIED), Haan, Scott M POA
RE: Embedded Pole (UNCLASSIFIED), Mark E. Deardorff
RE: Embedded Pole (UNCLASSIFIED), Himat Solanki
Re: Embedded Pole (UNCLASSIFIED), chuck utzman
shoring wall design, ESG Design
Re: shoring wall design, Tom . Hunt
High shear diaphragm value, DA ENGINEERING
RE: High shear diaphragm value, Doug Mayer
Re: High shear diaphragm value, DA ENGINEERING
Re: High shear diaphragm value, Robert Kazanjy

Wed Jan 31 00:15:04 GMT 2007

Built up Wood Columns, Landon Anderson
RE: COMPUTER: Compare/Contrast Tekla, PDS, Autoplant, etc., Josh Plummer
RE: High shear diaphragm value, Marlou B. Rodriguez, S.E.
Re: COMPUTER: Compare/Contrast Tekla, PDS, Autoplant, etc., Jim Getaz
Wind Load in Commercial and Residential designs, Ramesh Savaliya
Re: Wind Load in Commercial and Residential designs, Dik Coates
Mass. PE, Andrew Kester, PE
RE: Mass. PE, Stuart, Matthew
Re: Wind Load in Commercial and Residential designs, Daryl Richardson
RE: Mass. PE, Scott Maxwell

Thu Feb 01 15:50:46 GMT 2007

Mass PE - teaming up, akester
WIRE ROPE ACCESSORIES, Gerard Madden, SE
Re: WIRE ROPE ACCESSORIES, bcainse
Re: WIRE ROPE ACCESSORIES, Christopher Wright
RE: WIRE ROPE ACCESSORIES, Eric Ober
Re: WIRE ROPE ACCESSORIES, Gerard Madden, SE
RE: High shear diaphragm value, Donald Bruckman
RE: WIRE ROPE ACCESSORIES, Sharon
RE: WIRE ROPE ACCESSORIES, Tom Skaggs
Re: WIRE ROPE ACCESSORIES, Gerard Madden, SE
RE: High shear diaphragm value, Tom Skaggs
Re: WIRE ROPE ACCESSORIES, Neil Moore
Re: High shear diaphragm value, Robert Kazanjy
Phillips anchors, David Topete
aluminum weld, akester

Fri Feb 02 00:22:08 GMT 2007

Re: aluminum weld, Christopher Wright
RE: Phillips anchors, Garner, Robert
RE: aluminum weld, Conrad Harrison
RE: trusses, Dennis Wish
RE: aluminum weld, William.Sherman
RE: aluminum weld, Mark Gilligan
Re: trusses, Jnapd
New Structuralist Lists, Dennis Wish
Re: New Structuralist Lists, Adjebli

Sat Feb 03 04:43:24 GMT 2007

Re: New Structuralist Lists, Ravinath M.
Unblaanced snow on 12 in 12 roof, Jordan Truesdell, PE
Re: New Structuralist Lists, akamili

Mon Feb 05 14:27:46 GMT 2007

Chain or Wire Rope, Andy Heigley
Unblaanced snow on 12 in 12 roof, AWC Info
RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
Re: Unbalanced snow on 12 in 12 roof, Jordan Truesdell, PE
RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
Design Loads, Gary Loomis
Re: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Jordan Truesdell, PE
Re: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), bcainse
RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Scott Maxwell
RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
RE: Unbalanced snow on 12 in 12 roof (UNCLASSIFIED), Garner, Robert
RE: Unbalanced snow on 12 in 12 roof (UNCLASSIFIED), Jason Christensen
RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
POLL: Who "Designs" Your Structural Steel Connections?, bill
RE: POLL: Who "Designs" Your Structural Steel Connections?, Paul Feather

Tue Feb 06 00:03:25 GMT 2007

RE: POLL: Who "Designs" Your Structural Steel Connections?, Garner, Robert
RE: RE: POLL: Who "Designs" Your Structural Steel Connections?, bill
Re: POLL: Who "Designs" Your Structural Steel Connections?, Tom . Hunt
RE: POLL: Who "Designs" Your Structural Steel Connections?, David L. Fisher
Re: POLL: Who "Designs" Your Structural Steel Connections?, Will Haynes
Re: Chain or Wire Rope, Will Haynes
RE: POLL: Who "Designs" Your Structural Steel Connections?, Michael Bryson
Re: Chain or Wire Rope, Will Haynes
Re: POLL: Who "Designs" Your Structural Steel Connections?, Jordan Truesdell, PE
Re: Chain or Wire Rope, Christopher Wright
RE: Unbalanced snow on 12 in 12 roof (UNCLASSIFIED), Scott Maxwell
Re: POLL: Who "Designs" Your Structural Steel Connections?, garyg
RE: POLL: Who "Designs" Your Structural Steel Connections?, Mike Zaitz
Re: POLL: Who "Designs" Your Structural Steel Connections?, Gary L. Hodgson and Assoc.
RE: POLL: Who "Designs" Your Structural Steel Connections?, Jimenez, Jorge A.
RE: POLL: Who "Designs" Your Structural Steel Connections?, G Vishwanath
Re: Chain or Wire Rope, Paul Ransom
virus protection, Joseph Grill
RE: RE: POLL: Who "Designs" Your Structural Steel Connections?, Garner, Robert
RE: virus protection, Dave Lowen
Re: virus protection, Joseph Grill
RE: virus protection, Michel Blangy
Re: virus protection, bcainse
RE: virus protection, Dave Lowen
Re: virus protection, Joseph Grill
Non US Steel Shapes, raincat1
Re: Non US Steel Shapes, Drew Morris
Torsion in Wood Members, John J. Treff
Re: POLL: Who "Designs" Your Structural Steel Connections?, Daryl Richardson
Enclosure of Building, Ramesh Savaliya
RE: Enclosure of Building, Scott, William N
HP 430 plotter, S. Gordin
RE: HP 430 plotter, David Topete
RE: HP 430 plotter, Hans E Boge

Wed Feb 07 00:25:07 GMT 2007

Re: Non US Steel Shapes, Tom . Hunt
Re: HP 430 plotter, S. Gordin
RE: HP 430 plotter, David Topete
Moment Connection Question, canitzcf
RE: HP 430 plotter, Donald Bruckman
RE: HP 430 plotter, Neil Moore
RE: Moment Connection Question, Mark Gilligan
RE: HP 430 plotter, Hans E Boge
RE: Moment Connection Question, Robert E Shaw Jr
Torsion in Wood Members, AWC Info
Re: HP 430 plotter, Daryl Richardson
Re: HP 430 plotter, Christopher Wright
RE: Off-Topic (Sources for downloading non-music MP3 files), Michel Blangy
Re: HP 430 plotter, S. Gordin
Re: Torsion in Wood Members, Joseph Grill
1987 bar joist girder, Christopher Banbury
RE: 1987 bar joist girder, David Topete
RE: 1987 bar joist girder, David Fisher
RE: 1987 bar joist girder, Mike Jones
Re: 1987 bar joist girder, jrgrill(--nospam--at)cableone.net
Re: HP 430 plotter, Scott Maxwell

Thu Feb 08 01:35:32 GMT 2007

re: enclosed buildings, Andrew Kester, PE
Spreadsheets for the Design of Fasteners in Concrete, omer S
engineer contracts, Christopher Banbury
RE: engineer contracts, Mark E. Deardorff
Re: Torsion in Wood Members, AWC Info
Re: engineer contracts, sscholl2(--nospam--at)juno.com
RE: engineer contracts, Christopher Banbury
RE: engineer contracts, sscholl2(--nospam--at)juno.com
flexible fastener, Sharon
Re: engineer contracts, bcainse
RE: engineer contracts, Michel Blangy
Small project in Salt Lake, Paul Feather

Fri Feb 09 15:30:43 GMT 2007

Definition of a Collector, Chuck Hanson
Unofficial Definition of Structural Engineering, Daniel Popp
RE: Definition of a Collector, David Topete
RE: Unofficial Definition of Structural Engineering, Jimenez, Jorge A.
Re: Unofficial Definition of Structural Engineering, Kipp Martin
Re: Unofficial Definition of Structural Engineering, bcainse
RE: Unofficial Definition of Structural Engineering, Michelle Motchos
Re: Definition of a Collector, Will Haynes
Re: Unofficial Definition of Structural Engineering, Daniel Popp
RE: Unofficial Definition of Structural Engineering, Garner, Robert
RE: Unofficial Definition of Structural Engineering, David Topete
Re: Unofficial Definition of Structural Engineering, Jordan Truesdell, PE
Re: Definition of a Collector, bcainse
Re: Definition of a Collector, Will Haynes

Sat Feb 10 01:18:41 GMT 2007

Colorado license renewal, Tarek Mokhtar
Re: Colorado license renewal, Drew Morris
Re: Colorado license renewal, Tarek Mokhtar
Re: Colorado license renewal, Scott Maxwell

Sun Feb 11 19:21:29 GMT 2007

Re: Definition of a Collector, Paul Ransom
Defintion of Engineering, Paul Ransom

Mon Feb 12 15:44:00 GMT 2007

Re: Unofficial Definition of Structural Engineering, Kipp Martin
Guide for Design of Substation Structures, M. David Finley, P.E., P.A.
Definition of Engineering, Jim Lutz
Re: virus protection, Bill Polhemus
RE: Guide for Design of Substation Structures, Garner, Robert
Re: 1987 bar joist girder, Kyle Delabar
credit card payments for service, Christopher Banbury
RE: credit card payments for service, M. David Finley, P.E., P.A.
Steel SMRF on Conc. shearwall, Casey K. Hemmatyar
Masonry Assoc, society and institute, David Merrick

Tue Feb 13 00:23:08 GMT 2007

Re: Masonry Assoc, society and institute, Scott Maxwell
Re: Masonry Assoc, society and institute, Raymond Shreenan
RE: credit card payments for service, Marlou B. Rodriguez, S.E.
Re: credit card payments for service, IRV FRUCHTMAN
RE: Steel SMRF on Conc. shearwall, David Topete
RE: credit card payments for service, Marlou B. Rodriguez, S.E.
RE: credit card payments for service, Garner, Robert
RE: credit card payments for service, Glenn Otto
Re: Steel SMRF on Conc. shearwall, Gerard Madden, SE
Existing Property Line Retaining Wall, Gerard Madden, SE
RE: Existing Property Line Retaining Wall, Garner, Robert
Re: Existing Property Line Retaining Wall, Gerard Madden, SE
Re: credit card payments for service, Jordan Truesdell, PE
bridge uplift, S. Gordin
Re: Existing Property Line Retaining Wall, Daryl Richardson
Re: Existing Property Line Retaining Wall, bcainse

Wed Feb 14 00:38:40 GMT 2007

Re: bridge uplift, Robert Kazanjy
RE: credit card payments for service, Conrad Harrison
Thin composite deck, Jake Watson
RE: Thin composite deck, Conrad Harrison
Re: Defintion of Engineering, G Vishwanath
Concrete Slump, The Best Always
Re: Concrete Slump, Jay Shilstone
Re: seaint Digest for 25 Jan 2007, Trib K Mittra
Re: Concrete Slump, Lloyd Pack
Hurricane Ties and Light Gauge Steel Framing, Ramesh Savaliya
ASCE/SEI 7-05, M. David Finley, P.E., P.A.
RE: Hurricane Ties and Light Gauge Steel Framing, Mark E. Deardorff
RE: ASCE/SEI 7-05, Jimenez, Jorge A.
RE: Hurricane Ties and Light Gauge Steel Framing, Jason Christensen
Re: Hurricane Ties and Light Gauge Steel Framing, Brian K. Smith
Re: ASCE/SEI 7-05, Jordan Truesdell, PE
RE: Thin composite deck, Harold Sprague
RE: Concrete Slump, Harold Sprague
RE: Hurricane Ties and Light Gauge Steel Framing, Harold Sprague
RE: Hurricane Ties and Light Gauge Steel Framing, Gautam Manandhar
RE: Hurricane Ties and Light Gauge Steel Framing, Christopher Banbury
Screwed Plywood Diaphragms, Joseph Grill
RE: Screwed Plywood Diaphragms, David Topete
Re: Screwed Plywood Diaphragms, Joseph Grill
RE: Screwed Plywood Diaphragms, Will Blanchard
FW: screws in wood diaphgragm, David Topete
Re: Screwed Plywood Diaphragms, Tarek Mokhtar
Silage, Gary Loomis
Re: Screwed Plywood Diaphragms, Joseph Grill
RE: Silage, Tom Skaggs
Re: Definition of a Collector, Ganesh Thiagarajan
RE: Silage, Harold Sprague

Thu Feb 15 01:04:11 GMT 2007

Re: bad science - CSI Miami/Star Trek, Bill Polhemus
bracing suspended ceiling elements, Jeff Smith
RE: bracing suspended ceiling elements, Ben Yousefi
RE: bracing suspended ceiling elements, Marlou B. Rodriguez, S.E.
RE: bracing suspended ceiling elements, Jeff Smith
Re: Off-Topic (Sources for downloading non-music MP3 files), Bill Polhemus
RE: bracing suspended ceiling elements, Tom . Hunt
NEWS: Part of Mall Parking Garage Collapses (Poughkeepsie, NY), Bill Polhemus
A325 Equivalent in GB (Chinese) Specs, raincat1
Re: ASCE/SEI 7-05, Will Haynes

Fri Feb 16 05:22:46 GMT 2007

Re: W21x55, G Vishwanath
Re: Concrete Slump, The Best Always
Re: W21x55, Adam Vakiener
Re: W21x55, Gary L. Hodgson and Assoc.
Re: W21x55, Gary L. Hodgson and Assoc.
RE: W21x55, Michelle Motchos
RE: Concrete Slump, Donald Bruckman
Lap splices in retaining wall, Donald Bruckman
RE: Concrete Slump, Jay Shilstone
RE: Lap splices in retaining wall, Truitt Vance
RE: Lap splices in retaining wall, Cummings, Thomas J.
Non-combustible floor sheathing, Jared Keyser
RE: Non-combustible floor sheathing, Garner, Robert
RE: Lap splices in retaining wall, Donald Bruckman
RE: Non-combustible floor sheathing, Donald Bruckman
RE: Non-combustible floor sheathing, Christopher Banbury
RE: Non-combustible floor sheathing, Wesley Werner
RE: Non-combustible floor sheathing, Tom . Hunt
Re: PE Exam, Trib K Mittra
RE: Concrete Slump, Scott Maxwell
RE: Non-combustible floor sheathing, Jared Keyser
RE: Concrete Slump, Donald Bruckman
Re: Lap splices in retaining wall, Will Haynes

Sat Feb 17 04:25:02 GMT 2007

Re: Lap splices in retaining wall, Robert Kazanjy
Re: Lap splices in retaining wall, Gary L. Hodgson and Assoc.
Re: W21x55, Paul Ransom

Mon Feb 19 04:54:26 GMT 2007

RE: Non-combustible floor sheathing, Jim Chatterley PE
Tilt-Panel Bottom Connections, Jake Watson
Re: Tilt-Panel Bottom Connections, Bill Polhemus
RE: Tilt-Panel Bottom Connections, Richard L. Hess
RE: Tilt-Panel Bottom Connections, Mark Remmetter
Shear Plate connection drag capacity, Pinyon Engineering

Tue Feb 20 02:29:10 GMT 2007

RE: Tilt-Panel Bottom Connections, Richard L. Hess
Re: Tilt-Panel Bottom Connections, Jake Watson
Truss-MWFRS or C & C, Ramesh Savaliya
Re: Truss-MWFRS or C & C, Jordan Truesdell, PE
RE: Truss-MWFRS or C & C, Josh Comfort
Re: Tilt-Panel Bottom Connections, bcainse
Tiltup Bottom Connections, Fred Turner
water pressure, Mark Pemberton
RE: water pressure, Josh Comfort
RE: water pressure, Stuart, Matthew
RE: water pressure, Reza Dashti Asl
Re: water pressure, chuck utzman
RE: Truss-MWFRS or C & C, Christopher Banbury
RE: Tiltup Bottom Connections, Richard L. Hess
Headed Rebars, Garner, Robert
Re: Headed Rebars, Tom . Hunt
RE: Headed Rebars, Michelle Motchos
Re: Headed Rebars, Jake Watson
Shear Plate connection drag capacity, Abolhassan Astaneh-Asl

Wed Feb 21 00:20:48 GMT 2007

Re: Headed Rebars, Robert Kazanjy
Diaphragm Capacities, Andrew Mole
Re: Diaphragm Capacities, Mlcse
PILES: Obtaining P-Y Curve Data, Bill Polhemus
Truss-MWFRS or C & C, AWC Info
RE: Headed Rebars, Garner, Robert
Re: Steel SMRF on Conc. shearwall, Casey K. Hemmatyar
Re: Steel SMRF on Conc. shearwall, Gerard Madden, SE
Re: Steel SMRF on Conc. shearwall, Casey K. Hemmatyar
Re: Steel SMRF on Conc. shearwall, Gerard Madden, SE
Invitation to ETABS2000 discussion group., hossein mardanlo
Re: Steel SMRF on Conc. shearwall, Jnapd

Thu Feb 22 17:37:58 GMT 2007

Cold weather welding, Dave Lowen
RE: Cold weather welding, Garner, Robert
Re: Cold weather welding, Tom . Hunt
Re: Cold weather welding, Christopher Wright
RE: Cold weather welding, Scott, William N
din 6914 bolt spec request., Hans E Boge
SMRF - Lateral Bracing of Girder, bpce

Fri Feb 23 00:07:25 GMT 2007

RE: din 6914 bolt spec request., Gunnar H. Isleifsson
RE: Cold weather welding, Conrad Harrison
Re: Shear Plate connection drag capacity, Benjamin Maxwell
Re: Cold weather welding, Gary L. Hodgson and Assoc.
Eccentric Load on Drilled Pier, Rich Lewis
Re: Eccentric Load on Drilled Pier, Mark D. Anderson PE
ASCE Rail Embedment Detail, Rich Lewis
RE: SMRF - Lateral Bracing of Girder, Scott, William N
Column tree moment frame, Alexander (Sasha) Itsekson
Column tree moment frame, Tom . Hunt
Re: Eccentric Load on Drilled Pier, Daryl Richardson
RE: Eccentric Load on Drilled Pier, Gary Loomis
Re: Eccentric Load on Drilled Pier, Jordan Truesdell, PE
Re: Eccentric Load on Drilled Pier, chuck utzman
Re: Eccentric Load on Drilled Pier, Padmanabhan Rajendran

Sat Feb 24 00:08:12 GMT 2007

Re: Eccentric Load on Drilled Pier, Rhkratzse
Re: Eccentric Load on Drilled Pier, Paul Ransom

Sun Feb 25 03:41:40 GMT 2007

[no subject], Abolhassan Astaneh

Mon Feb 26 08:18:37 GMT 2007

Column tree moment frame, TBerair
single plate connection, Brian
water sloshing question / aci 350 applicability?, refugio rochin
RE: single plate connection, Michael Bryson
SEISMIC ANCHORAGE, S. Gordin
RE: SEISMIC ANCHORAGE, Michael Bryson
RE: SEISMIC ANCHORAGE, Rob Randig
RE: SEISMIC ANCHORAGE, Ben Yousefi
RE: SEISMIC ANCHORAGE, Tom . Hunt
Re: SEISMIC ANCHORAGE, S. Gordin
Re: SEISMIC ANCHORAGE, S. Gordin
Re: SEISMIC ANCHORAGE, S. Gordin
RE: SEISMIC ANCHORAGE, Donald Bruckman
RE: SEISMIC ANCHORAGE, Scott, William N
RE: aci 350 applicability?, William.Sherman
Substitute concrete for grout?, Will Haynes
Dissimilar Metal Welding Question, Ed Najjarine, SE
RE: SEISMIC ANCHORAGE, Jason Christensen
Re: SEISMIC ANCHORAGE, Gerard Madden, SE
Re: SEISMIC ANCHORAGE, coengineer
Re: SEISMIC ANCHORAGE, S. Gordin
Re: Dissimilar Metal Welding Question, Christopher Wright
RE: Dissimilar Metal Welding Question, William.Sherman
Re: Substitute concrete for grout?, Scott Maxwell

Tue Feb 27 00:21:37 GMT 2007

Re: Substitute concrete for grout?, Will Haynes
Re: Substitute concrete for grout?, Jordan Truesdell, PE
Re: SEISMIC ANCHORAGE, Cortese Joseph
Re: Substitute concrete for grout?, Harold Sprague
RE: SEISMIC ANCHORAGE, TBerair
re: grout vs concrete, Andrew Kester, PE
RE: Substitute concrete for grout?, Garner, Robert
Re: Substitute concrete for grout?, Scott Maxwell
Re: Sloshing, Jim Lutz
Re: Sloshing, refugio rochin
Re: Sloshing, Himat Solanki
Re: Sloshing, Thor Tandy
Re: online plan stamper, Jim Getaz
Re: online plan stamper, refugio rochin

Wed Feb 28 03:22:50 GMT 2007

RE: online plan stamper, Conrad Harrison
Re: online plan stamper, Benjamin Maxwell
How to Choose ASCE Rail Size, Rich Lewis
Re: online plan stamper, Gary L. Hodgson and Assoc.
Re: How to Choose ASCE Rail Size, Gary L. Hodgson and Assoc.
re: online plan stamper, Andrew Kester, PE
RE: online plan stamper, Stuart, Matthew
re: grout vs concrete, Roger Davis
Re: Silage, Roger Davis
Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Stuart, Matthew

Thu Mar 01 01:58:31 GMT 2007

Lumber Moment Frame Connection, Jim Chatterley PE
Re: grout vs concrete, Will Haynes
Re: Lumber Moment Frame Connection, Jnapd
Re: Lumber Moment Frame Connection, S. Gordin
RE: Lumber Moment Frame Connection, Conrad Harrison
Re: Lumber Moment Frame Connection, Robert Kazanjy
Re: Lumber Moment Frame Connection, Scott Maxwell
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Scott Maxwell
Engineers needed!, Dennis Wish
Re: Lumber Moment Frame Connection, Benjamin Maxwell
RE: Lumber Moment Frame Connection, Dennis Wish
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Stuart, Matthew
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Adam Vakiener
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Gary L. Hodgson and Assoc.
Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Jim Wilson
UV, M. David Finley, P.E., P.A.
Re: UV, Jordan Truesdell, PE
RE: Lumber Moment Frame Connection, Henry Gallart
RE: Lumber Moment Frame Connection, TBerair
RE: Lumber Moment Frame Connection, Tom . Hunt
Re: UV, Robert Kazanjy
Re: Lumber Moment Frame Connection, Gerard Madden, SE
RE: Lumber Moment Frame Connection, Bill Allen
AISC 341 reference guides??, jerold taylor
SPECIFICATIONS: "Process Industry Practices", Bill Polhemus
Re: SPECIFICATIONS: "Process Industry Practices", Tom . Hunt
Re: SPECIFICATIONS: "Process Industry Practices", Neil Moore
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Daryl Richardson
Re: Lumber Moment Frame Connection, Benjamin Maxwell
Re: Lumber Moment Frame Connection, SIMON BATCHELOR
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Dave Handy
Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Jordan Truesdell, PE
Re: Lumber Moment Frame Connection, Robert Kazanjy
Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
Tapped holes, Marlou B. Rodriguez, S.E.
Slab Transition Detail, Rich Lewis
RE: Tapped holes, Paul Feather
RE: Tapped holes, Garner, Robert
RE: Tapped holes, Marlou B. Rodriguez, S.E.
RE: Tapped holes, Garner, Robert
RE: Tapped holes, Marlou B. Rodriguez, S.E.
RE: Tapped holes, Garner, Robert
RE: AISC 341 reference guides??, Michelle Motchos
Re: Lumber Moment Frame Connection, Benjamin Maxwell

Fri Mar 02 00:53:12 GMT 2007

Re: Tapped holes, Robert Kazanjy
Re: Slab Transition Detail, Robert Kazanjy
RE: AISC 341 reference guides??, jerold taylor
List Test Message, Dennis Wish
RE: List Test Message, Randall Moore PE SE
RE: AISC 341 reference guides??, Harold Sprague
RE: Slab Transition Detail, Harold Sprague
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Harold Sprague
Re: Lumber Moment Frame Connection, Scott Maxwell
RE: Tapped holes, Garner, Robert
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Stuart, Matthew
RE: List Test Message, Garner, Robert
RE: AISC 341 reference guides??, Garner, Robert
RE: Slab Transition Detail, Donald Bruckman
Re: Slab Transition Detail, Robert Kazanjy
RE: Slab Transition Detail, Rich Lewis
Re: List Test Message, Thor Tandy
Re: List Test Message, sscholl2(--nospam--at)juno.com
Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
wind tunnel, S. Gordin
RE: Slab Transition Detail, Harold Sprague
RE: wind tunnel, Harold Sprague
Re: wind tunnel, S. Gordin
Re: wind tunnel, Robert Kazanjy
Re: Lumber Moment Frame Connection, Lloyd Pack
Re: Lumber Moment Frame Connection, Robert Kazanjy
Re: Lumber Moment Frame Connection, Jordan Truesdell, PE

Sat Mar 03 00:03:06 GMT 2007

COMBINED FOOTINGS, John J. Treff
Surface Hardener Application, Rich Lewis

Sun Mar 04 02:45:23 GMT 2007

Load transfer on masonry, Xavier V
RE: Surface Hardener Application, William.Sherman

Mon Mar 05 00:59:10 GMT 2007

RE: Surface Hardener Application, Harold Sprague
Column tree moment frame, Rand W Holtham

Tue Mar 06 02:21:52 GMT 2007

Shear Wall: GWB on Metal Studs, Bill Allen
RE: Shear Wall: GWB on Metal Studs, Jason Emoto
RE: Shear Wall: GWB on Metal Studs, Bill Allen
Re: Shear Wall: GWB on Metal Studs, Robert Kazanjy
RE: Shear Wall: GWB on Metal Studs, Mike Jones
RE: Shear Wall: GWB on Metal Studs, Jeff Hedman
RE: Shear Wall: GWB on Metal Studs, Jason Christensen
RE: Shear Wall: GWB on Metal Studs, Jeff Hedman

Wed Mar 07 15:49:44 GMT 2007

santa barbara, David Fisher
cold applied galv., Michael Laplante
Re: cold applied galv., Tom . Hunt
Low, Moderate/Intermediate, or High Seismic Risk, Chuck Hanson
RE: cold applied galv., Garner, Robert
RE: cold applied galv., Michael Laplante
Re: cold applied galv., Robert Kazanjy
Re: Low, Moderate/Intermediate, or High Seismic Risk, dave brown
Re: Low, Moderate/Intermediate, or High Seismic Risk, Scott Maxwell

Thu Mar 08 03:38:36 GMT 2007

RE: Low, Moderate/Intermediate, or High Seismic Risk, William.Sherman
shear wall program, ndz28
Re: cold applied galv., Gary L. Hodgson and Assoc.
Re: cold applied galv., Jim Getaz
Brace connection at mid-point, William.Sherman
SLAB ON GROUND CONTROL JOINT, Rich Lewis
RE: SLAB ON GROUND CONTROL JOINT, Collier, Randy
Subject: Re: Low, Moderate/Intermediate, or High Seismic Risk, Jim Lutz
Re: SLAB ON GROUND CONTROL JOINT, S. Gordin
Re: SLAB ON GROUND CONTROL JOINT, Paul Blomberg
Steel floor plate, William.Sherman
RE: Steel floor plate, Scott, William N
RE: SLAB ON GROUND CONTROL JOINT, Rich Lewis
shear wall program, Robert Jonkman
Re: SLAB ON GROUND CONTROL JOINT, Paul Blomberg
RE: shear wall program, Will Blanchard
Re: Subject: Re: Low, Moderate/Intermediate, or High Seismic Risk, Scott Maxwell
RE: SLAB ON GROUND CONTROL JOINT, Richard L. Hess
wood trusses above pool and spa, Christopher Banbury
FW: wood trusses above pool and spa, Christopher Banbury
RE: wood trusses above pool and spa, David Topete
RE: wood trusses above pool and spa, Garner, Robert
re: wood trusses above pool and spa, Christopher Banbury
Re: wood trusses above pool and spa, Jnapd
Re: SLAB ON GROUND CONTROL JOINT, Ganesh Thiagarajan
RE: shear wall program, Casey K. Hemmatyar

Fri Mar 09 00:35:32 GMT 2007

Rigid Insulation Board on Metal Roof B-deck, Christopher Banbury
Masonry coating recommendations for car washes?, Jordan Truesdell, PE
Re: wood trusses above pool and spa, Ramesh Savaliya
Keeping in touch, G Vishwanath
RE: Masonry coating recommendations for car washes?, Donald Bruckman
RE: Shear Wall: GWB on Metal Studs, sutej
RE: shear wall program, Robert Jonkman
RE: shear wall program, Robert Jonkman
Wood trusses over pool, Richard Phillips
Re: Shear Wall: GWB on Metal Studs, hossein mardanlo
Invitation to ETABS2000 discussion group, hossein mardanlo
Re: shear wall program, Jordan Truesdell, PE
RE: shear wall program, Robert Jonkman
RE: Wood trusses over pool, Christopher Banbury
Re: Wood trusses over pool, Robert Kazanjy

Sat Mar 10 00:06:19 GMT 2007

RE: Brace connection at mid-point, Harold Sprague
RE: shear wall program, Casey K. Hemmatyar
RE: Brace connection at mid-point, William.Sherman
Re: Brace connection at mid-point, mlcse

Mon Mar 12 00:41:42 GMT 2007

Online Engineering, Ramesh Savaliya
RE: Lumber Moment Frame Connection, Rand W Holtham
RE: Steel floor plate, William.Sherman
Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, Jim Chatterley PE
Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, sscholl2(--nospam--at)juno.com
Re: Steel floor plate, Christopher Wright
Re: Steel floor plate, Christopher Wright
Re: Steel floor plate, Jordan Truesdell, PE
Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, Neil Moore
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Padmanabhan Rajendran
Re: shear wall program, Alexander (Sasha) Itsekson
Re: shear wall program, chuck utzman
RE: shear wall program, Jason Christensen
Punching Shear Reinforcing Cutoff Distance, Will Haynes

Tue Mar 13 00:26:14 GMT 2007

RE: Steel floor plate, Scott, William N
Re: shear wall program, TBerair
Online Engineering, Ramesh Savaliya
Lead-lined plywood, Brian
RE: Online Engineering, Stuart, Matthew
Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, Scott Maxwell
FW: shear wall program, Robert Jonkman
Simplified base shear formula in 97 UBC, Alexander (Sasha) Itsekson
RE: Simplified base shear formula in 97 UBC, Gautam Manandhar
Flexible Diaphragm Assumption, was RE: Simplified base shear formula in 97 UBC, Jason Christensen
Def.: Snug-Fit, Michel Blangy
Re: Def.: Snug-Fit, ECVAl3
RE: Def.: Snug-Fit, Tom Skaggs
RE: Def.: Snug-Fit, Doug Mayer
RE: Def.: Snug-Fit, Michel Blangy
Circular Plate with Hole at Center, arshad vali
ICC ES Memo Information From Simpson Strongtie, Wendy Allen
RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Harold Sprague

Wed Mar 14 00:07:39 GMT 2007

RE: Def.: Snug-Fit, Harold Sprague
RE: Brace connection at mid-point, Harold Sprague
Re: Circular Plate with Hole at Center, Xavier V. A.
Re: Def.: Snug-Fit, Christopher Wright
Re: Def.: Snug-Fit, ECVAl3
(no subject), Jnapd
RE: (no subject), Conrad Harrison
Simplified base shear formula in 97 UBC, TBerair
RE: Def.: Snug-Fit, Michel Blangy
Re: Circular Plate with Hole at Center, Nancy Tennebaum
RE: Steel floor plate, William.Sherman
14' Tall concrete Wall, Adjebli
Re: 14' Tall concrete Wall, Gerard Madden, SE
RE: Brace connection at mid-point, William.Sherman
Re: 14' Tall concrete Wall, Adjebli
Re: 14' Tall concrete Wall, Gerard Madden, SE
RE: 14' Tall concrete Wall, Chance, Acie
Re: 14' Tall concrete Wall, bcainse
Re: Steel floor plate, Christopher Wright
Re: 14' Tall concrete Wall, Adjebli
Re: 14' Tall concrete Wall, bcainse
Re: 14' Tall concrete Wall, chuck utzman
RE: Steel floor plate, William.Sherman

Thu Mar 15 00:23:22 GMT 2007

20 year wood study question, Dennis Wish
RE: Brace connection at mid-point, Harold Sprague
Re: Punching Shear Reinforcing Cutoff Distance, Kevin Below
RE: Def.: Snug-Fit, Scott, William N
Re: Punching Shear Reinforcing Cutoff Distance, Gil Brock
Thermal analysis, Parag Bande
20 year wood study question, AWC Info
Vish's responses, G Vishwanath
Re: Thermal analysis, Daryl Richardson
RE: Steel floor plate, Scott, William N
RE: 20 year wood study question, Dennis Wish

Fri Mar 16 02:28:20 GMT 2007

3 inch N deck as shearwalls, Drew Morris
Wind load for canopies, Joseph Grill
RE: 20 year wood study question, Scott Maxwell
Re: 3 inch N deck as shearwalls, Gerard Madden, SE
RE: 20 year wood study question, AWC Info
RE: 14' Tall concrete Wall, Casey K. Hemmatyar
Triangular building, Dan Morrow
Neat Excel Equation Writer, Neil Moore

Sat Mar 17 04:22:38 GMT 2007

Re: Punching Shear Reinforcing Cutoff Distance, Kevin Below

Sun Mar 18 21:57:56 GMT 2007

Re: Re: Punching Shear Reinforcing Cutoff Distance, Gil Brock

Mon Mar 19 02:24:21 GMT 2007

Bracing in a Freezer Building, Rich Lewis
Re: Lead-lined plywood, Robert Kazanjy
RE: Bracing in a Freezer Building, Conrad Harrison
RE: Bracing in a Freezer Building, Stuart, Matthew
RE: Bracing in a Freezer Building, Stuart, Matthew
New Torsion Design Method (PCI Journal), Wontae Kim
Re: Bracing in a Freezer Building, Brian K. Smith
RE: Bracing in a Freezer Building, Rich Lewis
Re: Bracing in a Freezer Building, Daryl Richardson
RE: Bracing in a Freezer Building, Bruce Pooley
RE: Bracing in a Freezer Building, Stuart, Matthew
Crack next to wall control joint, Mark L. Puccio
RE: Crack next to wall control joint, Stuart, Matthew
RE: Crack next to wall control joint, Christopher Banbury
RE: ICC ES Memo Information From Simpson Strongtie, Cortese Joseph
RE: Crack next to wall control joint, sscholl2(--nospam--at)juno.com
Re: Neat Excel Equation Writer, Joseph Harouni
Re: Bracing in a Freezer Building, bcainse
Re: New Torsion Design Method (PCI Journal), ASLCSE
RE: shear wall program, Rich Lewis

Tue Mar 20 01:06:00 GMT 2007

Re: New Torsion Design Method (PCI Journal), Xavier V. A.
Re: Re: Punching Shear Reinforcing Cutoff Distance, Kevin Below
Re: Drop-In Anchors in a Ceiling, Gary L. Hodgson and Assoc.
RE: Crack next to wall control joint, Harold Sprague
ASCE 7-05 rho, Jake Watson
RE: ASCE 7-05 rho, David Topete
RE: shear wall program, Casey K. Hemmatyar
RE: ASCE 7-05 rho, Reza Dashti Asl
March 31st renewal dates for licenses in California - Delays, Dennis Wish

Wed Mar 21 11:34:56 GMT 2007

Parking Garages - Cost per Space, davidfinley
RE: Parking Garages - Cost per Space, Mike Zaitz
RE: Parking Garages - Cost per Space, Stuart, Matthew
Re: March 31st renewal dates for licenses in California - Delays, Jordan Truesdell, PE
Analysis of Beam in xls format, Parag Bande
RE: 3 inch N deck as shearwalls, Jim Chatterley PE
Re: Parking Garages - Cost per Space, Derek Beaudoin
RE: March 31st renewal dates for licenses in California - Delays, Michel Blangy
AISC Single Plate Connection load tables, Jeff Hedman
wet signature in CALIF, David Topete
permanent pen, Christopher Banbury
Re: wet signature in CALIF, Derek Westphal
RE: permanent pen, Tom Skaggs
RE: wet signature in CALIF, David Topete
RE: permanent pen, David Topete
RE: wet signature in CALIF, Dennis Wish
Plan Review Comments IRC versus IBC, Will Blanchard
RE: permanent pen, William.Sherman
Re: permanent pen, Gerard Madden, SE
Follow-up on License Renewal in California, Dennis Wish
RE: wet signature in CALIF, David Topete
RE: Follow-up on License Renewal in California, David Topete
RE: March 31st renewal dates for licenses in California - Delays, sscholl2(--nospam--at)juno.com
Re: Follow-up on License Renewal in California, Jnapd
RE: Plan Review Comments IRC versus IBC, Ehrlich, Gary
RE: Follow-up on License Renewal in California, Richard L. Hess

Thu Mar 22 00:34:27 GMT 2007

RE: wet signature in CALIF, Bill Allen
RE: Analysis of Beam in xls format, Conrad Harrison
RE: Neat Excel Equation Writer, Dennis Wish
RE: Analysis of Beam in xls format, Robert Jonkman
Re: wet signature in CALIF, bcainse
Re: wet signature in CALIF, bcainse
RE: Analysis of Beam in xls format, Parag Bande
Sixth International Conference on Case Histories in Geotechnical Engineering==>>Extension until April 16, 2007 Call for Papers (04), Syed Faiz
Sixth International Conference on Case Histories in Geotechnical Engineering==>>Extension until April 16, 2007 Call for Papers (04), TBerair
RE: ASCE 7-05 rho, Ehrlich, Gary
Re: AISC Single Plate Connection load tables, dave brown
RE: AISC Single Plate Connection load tables, Michelle Motchos
RE: AISC Single Plate Connection load tables, Chung-Soo Doo
Re: AISC Single Plate Connection load tables, dave brown
[no subject], Ken E. Paquette
Re: AISC Single Plate Connection load tables, Jeff Hedman
Re:, Nancy Tennebaum
stacked joist members, IRV FRUCHTMAN
Re: stacked joist members, Drew Morris

Fri Mar 23 00:25:14 GMT 2007

RE:, Conrad Harrison
RE: stacked joist members, Gary Loomis
Re:, Nancy Tennebaum
Re: stacked joist members, Robert Kazanjy
Re: stacked joist members, Jordan Truesdell, PE
Wind Load Questions for AAWA, Christopher Banbury
Metal siding and roofing as a diaphragm, Jim Wilson
Re: Metal siding and roofing as a diaphragm, TBerair
Re: Metal siding and roofing as a diaphragm, sscholl2(--nospam--at)juno.com
Re: AISC Single Plate Connection load tables, Mark Johnson
RE: Metal siding and roofing as a diaphragm, Eric Ober
Re: AISC Single Plate Connection load tables, Jeff Hedman
RE: welding to existing steel structures, Jason Emoto
stacked floor joists, IRV FRUCHTMAN
Re: stacked floor joists, bcainse
Re: stacked floor joists, Drew Morris
Re: stacked floor joists, Scott Maxwell

Sat Mar 24 12:45:39 GMT 2007

Re: Wind Load Questions for AAWA, Gary L. Hodgson and Assoc.
Re: Wind Load Questions for AAWA, Scott Maxwell
Re: Wind Load Questions for AAWA, Neil Moore
RE: Wind Load Questions for AAWA, Christopher Banbury
RE: Wind Load Questions for AAWA, Christopher Banbury
seaint archives, Christopher Banbury
Re: seaint archives, Robert Kazanjy
Re: Wind Load Questions for AAWA, Jnapd
Re: Wind Load Questions for AAWA, Gerard Madden, SE

Sun Mar 25 03:48:02 GMT 2007

Re: seaint archives, Scott Maxwell
RE: Wind Load Questions for AAWA, Scott Maxwell
quality of works, Radoslav Petrov
Re: seaint archives, Rudra Nevatia
stacked joist members, IRV FRUCHTMAN
Re: quality of works, Daryl Richardson
Re: quality of works, Christopher Wright
Re: quality of works, Daryl Richardson
Re: quality of works, Christopher Wright
Re: quality of works, Mark Gilligan
Metal siding and roofing as a diaphragm, Jared Keyser

Mon Mar 26 01:02:59 GMT 2007

RE: Metal siding and roofing as a diaphragm, Jim Wilson
RE: Analysis of Beam in xls format, Conrad Harrison
Sharing Neils tip on Neat Excel Equation Writer, G Vishwanath
RE: seaint archives, Christopher Banbury
Re: Sharing Neils tip on Neat Excel Equation Writer, G Vishwanath
RE: seaint archives, Michel Blangy
Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
Engineering Firm-Project Management, Jim Hamilton
Re: Engineering Firm-Project Management, Drew Morris
RE: Engineering Firm-Project Management, Jesus Gomez
Re: Sharing Neils tip on Neat Excel Equation Writer, Scott Maxwell

Tue Mar 27 02:12:08 GMT 2007

Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
RE: Sharing Neils tip on Neat Excel Equation Writer, Conrad Harrison
Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
RE: Engineering Firm-Project Management, Harold Sprague
SEAINT 2.0 (was seaint archives), Rudra Nevatia
SEAINT 2.0 (was seaint archives), Rudra Nevatia
RE: SEAINT 2.0 (was seaint archives), Conrad Harrison
Re: Wind Load Questions for AAWA, Gary L. Hodgson and Assoc.
Re:Sharing Neils tip on Neat Excel Equation Writer, G Vishwanath
Re: Sharing Neils tip on Neat Excel Equation Writer, MICHAEL LeCOMTE
RE: Excel Names (was: Sharing Neils tip on Neat Excel Equation Writer), Joel Adair
Cabinet plywood for strucutral use?, Jordan Truesdell, PE
Stacked Floor Joists, Jim Lutz
Re: Stacked Floor Joists, Jordan Truesdell, PE
RE: Cabinet plywood for strucutral use?, Tom Skaggs
Oops! (Neat Eqn writer), G Vishwanath
Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
Ice Melt Mat, Paul Feather
Re: shear wall program, ASLCSE

Wed Mar 28 01:20:28 GMT 2007

Re: Stacked Floor Joists, Daryl Richardson
Re: Stacked Floor Joists, Jordan Truesdell, PE
Re: Ice Melt Mat, Kevin Below
Re: Stacked Floor Joists, Robert Kazanjy
Re: Ice Melt Mat, Robert Kazanjy
Re: Stacked Floor Joists, Jordan Truesdell, PE
Re: quality of works, Radoslav Petrov
Re: quality of works, Christopher Wright
Bradford Burton is out of the office., Bradford_Burton
Bradford Burton is out of the office., Bradford_Burton
cantilever T-beam, Jason Atwood
Re: cantilever T-beam, dave brown
RE: cantilever T-beam, Mark E. Deardorff
Looking for Concrete Column Design Software, Wontae Kim
RE: Looking for Concrete Column Design Software, David Fisher
RE: Engineering Firm-Project Management, Speck, Todd M
RE: cantilever T-beam, Jason Atwood
RE: cantilever T-beam, Mark E. Deardorff
Bradford Burton is out of the office., Bradford_Burton

Thu Mar 29 00:20:52 GMT 2007

RE: cantilever T-beam, Gil Brock
Re: Cantilever t-beam, Jason Atwood
RE: Looking for Concrete Column Design Software, Rudra Nevatia
Re: Looking for Concrete Column Design Software, Ganesh Thiagarajan
Re: cantilever T-beam, Gary L. Hodgson and Assoc.
OCBF & SCBF warnings..., Benjamin Maxwell
Re: OCBF & SCBF warnings.., Gerard Madden, SE
Suppressed Blueprints of Destroyed World Trade Center Tower, Rbengrguy

Fri Mar 30 00:09:18 GMT 2007

Re: Suppressed Blueprints of Destroyed World Trade Center Tower, Gerard Madden, SE
Finally a Little Recognition !!, Stan Caldwell
RE: Finally a Little Recognition !!, David Topete
RE: Finally a Little Recognition !!, Doug Mayer
RE: Finally a Little Recognition !!, Jason Emoto
ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Conrad Harrison
Re: Finally a Little Recognition !!, Neil Moore
RE: Finally a Little Recognition !!, Scott Maxwell
Re: Finally a Little Recognition !!, Jordan Truesdell, PE
Qatar, David Fisher
Geotech reports, Greene, Al [PTS]
RE: Geotech reports, David Fisher
RE: Geotech reports, Greene, Al [PTS]
Re: Geotech reports, Tom . Hunt
RE: Geotech reports, Garner, Robert
Re: Geotech reports, sscholl2(--nospam--at)juno.com
RE: Ice Melt Mat, Paul Feather
RE: Geotech reports, Tom . Hunt
RE: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, David Topete
RE: Finally a Little Recognition !!, David Topete
Re: Geotech reports, bpce
Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Thor Tandy
Re: Finally a Little Recognition !!, Rhkratzse
Re: Geotech reports, Daryl Richardson
RE: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, David Topete
Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Thor Tandy
RE: Geotech reports, William.Sherman
Re: Geotech reports, Mark Gilligan
Re: Geotech reports, Drew Morris
Re: Geotech reports, Gerard Madden, SE
RE: Geotech reports, Greene, Al [PTS]
Re: Geotech reports, Gerard Madden, SE
Re: Geotech reports, Stan Caldwell
RE: Geotech reports, David Topete
Re: Geotech reports, Gerard Madden, SE
Re: Geotech reports, Gerard Madden, SE

Sat Mar 31 00:38:39 GMT 2007

Re: Geotech reports, bcainse
OT: gas price (was Geotech reports), Gunnar H. Isleifsson
Re: OT: gas price (was Geotech reports), SIMON BATCHELOR
Re: cantilever T-beam, Kevin Below
Re: Geotech reports, Mark Gilligan
RE: OT: gas price (was Geotech reports), Gunnar H. Isleifsson
Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Gary L. Hodgson and Assoc.
Re: cantilever T-beam, Gary L. Hodgson and Assoc.
Re: OT: gas price (was Geotech reports), Jordan Truesdell, PE

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