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SEAINT Mail Archive 2006 (Apr-Jun)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

• About this archive / Index
• Messages sorted by: [Thread] [Subject] [Author]

Site Search: Need a book? Civil and Structural Engineering book recommendations...
 

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Messages: 2110

Sat Apr 01 08:45:38 GMT 2006

• RE: A325 Anchor rods?, behnam heydari
• FW: Steel-Detail: Who decides top of concrete level?, dave lowen
• RE: Who decides top of concrete level?, Gary Hodgson & Associates
• RE: Who decides top of concrete level?, Rick Stone
• RE: Inverted Key vs Starter Wall, Rick Stone
• Re: Lotus to Excel, Scott Maxwell
• Re: Lotus to Excel, Avicpeng
• RE: Who decides top of concrete level?, Sherman, William
• Re: Lotus to Excel, Neil Moore
• Re: Lotus to Excel, Polhemus, Bill
• RE: Who decides top of concrete level?, Kevin Below
• Re: Lotus to Excel, Scott Maxwell
• IBC in Mexico, John J. Treff

Sun Apr 02 02:53:37 GMT 2006

• RE: phi in both sides of formula 14-1, Roy Harrison
• Re: phi in both sides of formula 14-1, Christopher Wright
• RE: phi in both sides of formula 14-1, Roy Harrison
• Re: phi in both sides of formula 14-1, Christopher Wright
• autocad to ansys, behnam heydari
• autocad to ansys, behnam heydari
• Re: Who decides top of concrete level?, Paul Feather
• Re: Project Management, Nacionales Alex

Mon Apr 03 11:54:57 GMT 2006

• Frost depth in Northern Jordan, JC Chou
• RE: Project Management, Polhemus, Bill
• RE: Inverted Key vs Starter Wall, Polhemus, Bill
• RE: A325 Anchor rods?, Polhemus, Bill
• RE: autocad to ansys, Polhemus, Bill
• Structural Engineering Review Workshops in Los Angeles and San Francisco, structuralreview
• Thanks for the responses (top of concrete level), G Vishwanath
• Please excuse my ignorance (Was: Who decides top of concrete level?), Michel Blangy
• RE: Please excuse my ignorance (Was: Who decides top of concrete level?), Gerard Madden, SE
• RE: Frost depth in Northern Jordan, Harold Sprague
• Re: Frost depth in Northern Jordan, Daryl Richardson
• Re: Frost depth in Northern Jordan, Jim Hannah
• Re: Frost depth in Northern Jordan, Neil Moore

Tue Apr 04 03:20:44 GMT 2006

• Re: autocad to ansys, Jake Watson
• Re: Frost depth in Northern Jordan, Harold Sprague
• RE: Frost depth in Northern Jordan, Yavuz Seymen
• Wind Loads for Tower, Sunil Thengale
• RE: Inverted Key vs Starter Wall, Sherman, William
• Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
• RE: Piling for a Marina w/ difficult soil conditions, Stuart, Matthew
• Re: Inverted Key vs Starter Wall, Joseph Grill
• RE: Inverted Key vs Starter Wall, Polhemus, Bill
• Looking for contact, Chies, Bill NAB02
• Hydrophillic Water Stops, Polhemus, Bill
• Looking for contact, Tom . Hunt
• Re: Looking for contact, Neil Moore
• RE: Inverted Key vs Starter Wall, Joe Grill
• Re: Inverted Key vs Starter Wall, Mark D. Anderson PE
• Re: Wind Loads for Tower, Paul Feather
• Re: Inverted Key vs Starter Wall, Paul Feather
• RE: Piling for a Marina w/ difficult soil conditions, Richard L. Hess
• Looking for contact, Ed . Haninger
• RE: Frost depth in Northern Jordan, Ed . Haninger
• Re: Piling for a Marina w/ difficult soil conditions, Jordan Truesdell, PE
• RE: Hydrophillic Water Stops, Sherman, William
• Re: Piling for a Marina w/ difficult soil conditions, Daryl Richardson
• Re: Pipe Supports (Tee type), Bhavin Shah
• Re: Looking for contact, canitzcf
• Re: Piling for a Marina w/ difficult soil conditions, Scott Maxwell
• RE: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
• Forensic Engineers (Arizona), gskwy
• Re: Forensic Engineers (Arizona), Stanley E Scholl
• RE: Forensic Engineers (Arizona), Gerard Madden, SE
• Re: Forensic Engineers (Arizona), bcainse
• RE: Piling for a Marina w/ difficult soil conditions, Polhemus, Bill
• RE: Forensic Engineers (Arizona), Polhemus, Bill

Wed Apr 05 00:33:19 GMT 2006

• Re: Piling for a Marina w/ difficult soil conditions, hadiprawira djohan
• RE: Piling for a Marina w/ difficult soil conditions, Kevin Below
• RE: Looking for contact, SEAINTLIST
• Re: Who decides top of concrete level?, Aswin Rangaswamy
• Re: Forensic Engineers (Arizona), GSKWY
• Re: Piling for a Marina w/ difficult soil conditions, TBCoull
• Re: Forensic Engineers (Arizona), Paul Blomberg
• Re: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
• Re: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• RE: Forensic Engineers (Arizona), Joe Grill
• shear connection in BS, Amir Gomma
• IBC Building Category, John J. Treff
• Re: IBC Building Category, David Topete
• Lotus 123, Avicpeng
• Monorail Design, David Maynard
• RE: Monorail Design, Gunnar H. Isleifsson
• Re: Monorail Design, Daryl Richardson
• [no subject], Jun Navaro

Thu Apr 06 02:49:56 GMT 2006

• Re: Monorail Design, Jim Hannah
• Re: Piling for a Marina w/ difficult soil conditions [AKA free doctoring], Rhkratzse
• Re: Wind Loads for Tower, Syed A Masroor
• Re: IBC Building Category, Jim Wilson
• Re: Forensic Engineers (Arizona), GSKWY
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• Re: Forensic Engineers (Arizona), Daryl Richardson
• RE: Monorail Design, Scott, William N.
• Seattle Shot-crete, Paul Feather
• Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, PLD D
• Re: Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, Daryl Richardson

Fri Apr 07 02:17:33 GMT 2006

• Re: Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, Jim Hannah
• Building constructability, Neil Moore
• Sodium bentonite, James Cohen
• Re: Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, Harold Sprague
• RE: Forensic Engineers (Arizona), Gary Hodgson & Associates
• Monorail Design, Gary Hodgson & Associates
• RES: Monorail Design, Mario Velez Nauer
• Sodium bentonite, Tom . Hunt
• Latest US News and World Report CE Rankings, Caldwell, Stan
• Re: Forensic Engineers (Arizona), Jordan Truesdell, PE
• Re: Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, PLD D
• Re: Czerniak, "Resistance to Overturning of Single, Short Piles", 1957, Daryl Richardson
• RE: Forensic Engineers (Arizona), Scott Maxwell
• RE: Latest US News and World Report CE Rankings, David Fisher
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• RE: Purdue and Wisconsin, Caldwell, Stan
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• RE: Latest US News and World Report CE Rankings, Dellies, Teresa M.
• RE: Purdue and Wisconsin, Josh Comfort
• Re: Forensic Engineers (Arizona), bcainse
• SAE 1009, Arturo Martinez
• Sodium bentonite, Ed . Haninger
• Re: SAE 1009, Christopher Wright
• Re: Forensic Engineers (Arizona), Jordan Truesdell, PE
• RE: Forensic Engineers (Arizona), Gerard Madden, SE
• Re: shear connection in BS, Structural Engineer
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• RE: Purdue and Wisconsin, David Fisher
• Welding Failures, jascopac
• RE: Forensic Engineers (Arizona), Polhemus, Bill
• Building constructability, Neil Moore
• RE: Purdue and Wisconsin, Polhemus, Bill
• RE: Forensic Engineers (Arizona), Gerard Madden, SE
• Welding Failures, Tom . Hunt
• Re: Welding Failures [or misinterpretation], Rhkratzse
• RE: Humor, Sherman, William
• RE: Purdue and Wisconsin, Polhemus, Bill
• Re: Forensic Engineers (Arizona), Rhkratzse
• Re: Welding Failures, Tom . Hunt
• RE: Humor, Tom . Hunt
• Welding Failures, Ed . Haninger
• RE: Humor, Gerard Madden, SE
• RE: Purdue and Wisconsin, David Fisher
• Re: Welding Failures, Christopher Wright
• RE: Purdue and Wisconsin, Polhemus, Bill
• RE: Welding Failures, Polhemus, Bill
• RE: Humor, Polhemus, Bill
• RE: Humor, Polhemus, Bill
• RE: Humor, Polhemus, Bill
• RE: Welding Failures, Tom . Hunt
• Re: Humor [waaaaaaay OT], Rhkratzse
• RE: Humor, Gerard Madden, SE
• Etabs 9.0, Anantha Narayan C.K.
• RE: Etabs 9.0, Gerard Madden, SE
• RE: Humor [waaaaaaay OT], Gerard Madden, SE
• RE: Humor, Polhemus, Bill
• RE: Welding Failures, Polhemus, Bill
• RE: Welding Failures - Welding Symbols, Tom . Hunt
• RE: Welding Failures - Welding Symbols, Polhemus, Bill
• Simple Excel Visual Basic question., Casey K. Hemmatyar
• Re: Simple Excel Visual Basic question., Suresh Acharya
• RE: Welding Failures, dave lowen
• Re: Simple Excel Visual Basic question., Carlos Avila

Sat Apr 08 03:30:05 GMT 2006

• Re: Welding Failures, Christopher Wright
• Re: Sodium Bentonite, Thor Matteson
• Re: Weld Symbols, James Getaz
• Re: Weld Symbols, Christopher Wright
• Re: Weld Symbols, Mark Gilligan

Sun Apr 09 06:26:20 GMT 2006

• RE: Welding Failures, Harold Sprague
• Career opportunity from Quadrum inc., Denny
• Career opportunity from Quadrum inc., Anastasia
• Re: Weld Symbols, James Getaz
• Career opportunity from Quadrum inc., Sebastian
• Career opportunity from Quadrum inc., Sebastian
• Career opportunity from Quadrum inc., Sebastian
• RE: Career opportunity from Quadrum inc., dave lowen
• Re: Monorail design, Paul Ransom
• Re: Weld Symbols, Paul Ransom
• Re: Weld Symbols, Christopher Wright
• Re: R-Factors Coldform hat sections, Paul Ransom
• Re: Welding Failures, Christopher Wright
• Re: Sodium Bentonite, James Cohen
• Hyatt Regency, Andrew Kester, PE
• Re: Welding Failures, S. Gordin
• Re: Welding Failures, Harold Sprague
• Re: Career opportunity from Quadrum inc. [AKA Conundrum Inc., Nigerian Branch], Rhkratzse
• Re: Hyatt Regency, Robert Kazanjy
• Re: Career opportunity from Quadrum inc., S. Gordin
• RE: Welding Failures, dave lowen
• Career opportunity from Quadrum inc., Bernadine
• Career opportunity from Quadrum inc., Nelda

Mon Apr 10 00:11:31 GMT 2006

• Re: Hyatt Regency, Harold Sprague
• RE: Welding Failures, Harold Sprague
• Re: Hyatt Regency, Robert Kazanjy
• RE: Simple Excel Visual Basic question., Stefan Reumers
• Re: Sodium Bentonite, Tom . Hunt
• Equivalent concrete thickness for masonry, Anantha Narayan C.K.
• Re: Equivalent concrete thickness for masonry, Neil Moore
• Re: SAE 1009, Arturo Martinez
• FEMA Hydrostatic Relief Openings, Shawn M. Stambaugh, PE
• Re: Sodium Bentonite, Ed . Haninger
• Re: Equivalent concrete thickness for masonry, Paul Feather
• Re: Hyatt Regency, Harold Sprague
• Re: Equivalent concrete thickness for masonry, Anantha Narayan C.K.
• analysis of msb considering non linear behavior of soil, Mr sadanand ojha
• RE: Hyatt Regency, Dave Adams
• Re: Equivalent concrete thickness for masonry, Paul Feather
• RE: Hyatt Regency, Harold Sprague
• RE: analysis of msb considering non linear behavior of soil, Harold Sprague
• "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Polhemus, Bill
• Re: Hyatt Regency, Drew Morris
• Re: "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Daryl Richardson
• RE: "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Polhemus, Bill
• SUSPENDED CEILING WEIGHT, John J. Treff
• Re: "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Daryl Richardson
• Re: SUSPENDED CEILING WEIGHT, James Cohen
• Re: SAE 1009, Robert Kazanjy
• Re: SUSPENDED CEILING WEIGHT, Tom . Hunt

Tue Apr 11 00:05:43 GMT 2006

• Re: SUSPENDED CEILING WEIGHT, Ed . Haninger
• RE: R-Factors Coldform hat sections, Roy Harrison
• Re: SAE 1009, Christopher Wright
• P-Delta Code Question, Jake Watson
• nominal top steel of beams, Amir Gomma
• shale backfill, Jim Wilson
• Re: shale backfill, Jordan Truesdell, PE
• RE: P-Delta Code Question, Eric Ober
• RE: P-Delta Code Question, Polhemus, Bill
• RE: SUSPENDED CEILING WEIGHT, Bruce Holcomb
• <not needed>, Ing. Ricardo Ortiz
• RE: <not needed>, Polhemus, Bill
• [no subject], Shawn M. Stambaugh, PE
• Seismic tank design, David Merrick
• Re: Seismic tank design, Jnapd
• Re: Seismic tank design, Aswin Rangaswamy
• RE: Seismic tank design, Richard L. Hess
• RE: Welding Failures, dave lowen

Wed Apr 12 00:54:04 GMT 2006

• RE: Welding Failures, Harold Sprague
• Re: Welding Failures, Christopher Wright
• Re: P-Delta Code Question, Syed A Masroor
• RE: Simple Excel question., Gary Hodgson & Associates
• RE: Simple Excel question., Stefan Reumers
• Porch roofs replacement at brick veneer, Jordan Truesdell, PE
• Re: Simple Excel question., Jordan Truesdell, PE
• RE: Welding Failures, Gary Hodgson & Associates
• 10 PSF Minimum Wind Load, Rich Lewis
• RE: 10 PSF Minimum Wind Load, Kestner, James W.
• RE: Welding Failures, Garner, Robert
• Constructability article in April MSC, Jordan Truesdell, PE
• RE: Constructability article in April MSC, Christopher
• RE: 10 PSF Minimum Wind Load, Jason Christensen
• Re: Constructability article in April MSC, Brian K. Smith
• RE: Constructability article in April MSC, Mike Jones
• RE: Constructability article in April MSC, Jeremy White
• RE: Constructability article in April MSC, Garner, Robert
• Re: Constructability article in April MSC, Jordan Truesdell, PE
• RE: Constructability article in April MSC, Michelle Motchos
• RE: Constructability article in April MSC, Mike Jones
• RE: 10 PSF Minimum Wind Load, Rich Lewis
• RE: Constructability article in April MSC, Gerard Madden, SE
• RE: Constructability article in April MSC, Josh Comfort
• RE: Constructability article in April MSC, Mike Jones
• RE: Constructability article in April MSC, Garner, Robert
• HELP! Once again - City Business License issue, Dennis S. Wish, PE
• RE: HELP! Once again - City Business License issue, Gerard Madden, SE
• RE: Simple Excel question., Casey K. Hemmatyar
• RE: Simple Excel VISUAL Basic question., Casey K. Hemmatyar
• RE: 10 PSF Minimum Wind Load (IBC 2003 ), Casey K. Hemmatyar
• RE: 10 PSF Minimum Wind Load (IBC 2003 ), Radu Petrovici
• Re: San Jose v. Ruthroff and Englekirk, Dennis S. Wish, PE
• RE: Welding Failures, Harold Sprague
• City of San Jose v. Ruthrford, Dennis S. Wish, PE
• RE: Welding Failures, Harold Sprague
• RE: 10 PSF Minimum Wind Load, Jason Christensen
• RE: Welding Failures, Garner, Robert
• RE: Welding Failures, Harold Sprague
• Re: Welding Failures [subcategory: old riveters], Rhkratzse

Thu Apr 13 05:24:50 GMT 2006

• Re: Welding Failures [subcategory: old riveters], Harold Sprague
• Re: Welding Failures [subcategory: old riveters], Gary Hodgson & Associates
• RE: Welding Failures, Jim Getaz
• RE: Simple Excel question., Polhemus, Bill
• Re: R-Factors Coldform hat sections, Paul Ransom
• Re: Welding Failures, Christopher Wright
• Lumber Lengths, Gerard Madden, SE
• Re: Lumber Lengths, Jnapd
• RE: Lumber Lengths, Bill Allen
• RE: Lumber Lengths, David Fisher
• RE: Lumber Lengths, Gerard Madden, SE
• RE: Lumber Lengths, Gerard Madden, SE
• OT: My 15 seconds of fame. :), Rhkratzse
• RE: Lumber Lengths, Polhemus, Bill
• RE: Lumber Lengths, Polhemus, Bill
• RE: Lumber Lengths, Gerard Madden, SE
• RE: My 15 seconds of fame. :), Polhemus, Bill
• RE: Lumber Lengths, Polhemus, Bill
• Re: My 15 seconds of fame.  :), Rhkratzse
• RE: Welding Failures, Harold Sprague

Fri Apr 14 11:00:16 GMT 2006

• Re: OT: My 15 seconds of fame. :), G Vishwanath
• Re: OT: My 15 seconds of fame. :), Christopher Wright
• Re: OT: My 15 seconds of fame. :), Padmanabhan Rajendran
• Re: OT: My 15 seconds of fame. :), Daryl Richardson

Sat Apr 15 00:22:59 GMT 2006

• Pile Interconnection (CBC & IBC), Casey K. Hemmatyar
• Re: Pile Interconnection (CBC & IBC), Paul Feather
• Re: Pile Interconnection (CBC & IBC), Mark Gilligan
• Truss disassembly, James Andel
• Re: Truss disassembly, Stanley E Scholl
• Request for Joist Load Table, Scott, William N.
• Re: Pile Interconnection (CBC & IBC), Ashraf Manjappara

Sun Apr 16 05:07:50 GMT 2006

• RE: Pile Interconnection (CBC & IBC), Roy Harrison

Mon Apr 17 09:26:00 GMT 2006

• about ACI, mozhgan yaghubshahi
• COMPUTER: "Kiosk" for Powerpoint Presentation, Polhemus, Bill
• RE: about ACI (min. Shear Reinforcement), Casey K. Hemmatyar
• RE: Pile Interconnection (CBC & IBC), Casey K. Hemmatyar
• Concrete bearing friction coefficient, Walter Don DeVore, Jr.
• RE: about ACI (min. Shear Reinforcement), Pilarski, Paul
• Re: COMPUTER: "Kiosk" for Powerpoint Presentation, Neil Moore
• RE: COMPUTER: "Kiosk" for Powerpoint Presentation, Tom Skaggs
• Re: about ACI, Ed . Haninger
• Monday Morning Quiz, Bill Allen
• RE: Request for Joist Load Table, Harold Sprague
• RE: Porch roofs replacement at brick veneer, Jeffrey Fertich
• Adding an engineer in PA, Jeffrey Fertich
• Re: Request for Joist Load Table, Ashraf Manjappara
• Re: Request for Joist Load Table, David Topete
• Re: Porch roofs replacement at brick veneer, Jordan Truesdell, PE
• Re: Monday Morning Quiz, Jordan Truesdell, PE
• RE: Monday Morning Quiz, Bill Allen
• Re: Monday Morning Quiz, Jnapd

Tue Apr 18 11:05:26 GMT 2006

• Re: Porch roofs replacement at brick veneer, Jeffrey Fertich
• Re: Monday Morning Quiz, Gary Hodgson & Associates
• RE: Monday Morning Quiz, Polhemus, Bill
• Re: Concrete bearing friction coefficient, Jim Getaz
• RE: about ACI (min. Shear Reinforcement), Jim Getaz
• Building on Fault Lines, GSKWY
• Re: Building on Fault Lines, S. Gordin
• Re: Building on Fault Lines, Tom . Hunt
• RE: Monday Morning Quiz, Kestner, James W.
• RE: Monday Morning Quiz, Bill Allen
• RE: Building on Fault Lines, Bill Allen
• RE: Monday Morning Quiz, Kestner, James W.
• Re: Building on Fault Lines, S. Gordin
• Re: Building on Fault Lines, Paul Feather
• Re: Monday Morning Quiz, Christopher Wright
• Re: Building on Fault Lines, Suresh Acharya
• Re: Building on Fault Lines, Paul Feather
• RE: Monday Morning Quiz, Polhemus, Bill
• Re: Request for Joist Load Table, Ashraf Manjappara
• RE: Request for Joist Load Table, Polhemus, Bill
• Re: Building on Fault Lines and SF Earthquake, Neil Moore
• Sx in Tables 3-2 of New Steel Construction Manual ???, Pedro Muñoz
• Re: Request for Joist Load Table, David Topete
• RE: Sx in Tables 3-2 of New Steel Construction Manual ???, Carter, Charlie
• Re: Building on Fault Lines and SF Earthquake, S. Gordin

Wed Apr 19 03:19:59 GMT 2006

• Re: Building on Fault Lines, bcainse
• Etabs Shearwalls, Jake Watson
• Re: Request for Joist Load Table, Harold Sprague
• Re: Etabs Shearwalls, Anantha Narayan C.K.
• Sx -Zx Strength-Deflection Tables 3-2 AISC Manual, Pedro Muñoz
• RE: Sx -Zx Strength-Deflection Tables 3-2 AISC Manual, Carter, Charlie
• RE: Request for Joist Load Table, Polhemus, Bill
• RE: Sx -Zx Strength-Deflection Tables 3-2 AISC Manual, Polhemus, Bill
• Anchorage to Cobbled Foundation, lrhauer
• Re: Concrete - concrete friction., Arvind Salecha
• RE: Request for Joist Load Table, Harold Sprague
• RE: Anchorage to Cobbled Foundation, Gary Loomis
• RE: Anchorage to Cobbled Foundation, Nels Roselund
• RE: Request for Joist Load Table, Polhemus, Bill
• Old joists (Was- Request for Joist Load Table), Michelle Motchos
• ASTM A 131 A, Mario Velez Nauer
• Reinforcing for Anchor Bolt Breakout, Rich Lewis
• Re: ASTM A 131 A, Tom . Hunt
• RE: Reinforcing for Anchor Bolt Breakout, Polhemus, Bill
• RE: ASTM A 131 A, Michelle Motchos
• RE: ASTM A 131 A, David M. Watt
• RE: ASTM A 131 A, Tom . Hunt
• Manufactured Home Foundation, Jim Hamilton
• RE: Manufactured Home Foundation, Gerard Madden, SE
• RE: Manufactured Home Foundation, Haan, Scott M POA
• Re: Manufactured Home Foundation, Daryl Richardson
• RE: Reinforcing for Anchor Bolt Breakout, Haan, Scott M POA
• RE: ASTM A 131 A, dave lowen

Thu Apr 20 00:23:57 GMT 2006

• Re: Etabs Shearwalls, Tim Shannon
• Re: Manufactured Home Foundation, kevinpolin
• RE: Manufactured Home Foundation, Gary Loomis
• Re: Concrete - concrete friction., Syed A Masroor
• Lag Bolt Zperp values in thin members, Jordan Truesdell, PE
• RE: Reinforcing for Anchor Bolt Breakout, Polhemus, Bill
• Re: Etabs Shearwalls, Jake Watson
• Letter from Contractor, ECVAl3
• Re: Letter from Contractor, Brian K. Smith
• RE: Reinforcing for Anchor Bolt Breakout, Smith, Edgar
• RE: Letter from Contractor, Polhemus, Bill
• Re: Letter from Contractor, Rhkratzse
• Re: Letter from Contractor, Neil Moore
• Re: Letter from Contractor, Brian K. Smith
• RE: Letter from Contractor, Haan, Scott M POA
• RE: Letter from Contractor, Gerard Madden, SE
• Re: Letter from Contractor, David Topete
• Re: Letter from Contractor, DA
• Re: Letter from Contractor, Rhkratzse
• Re: Letter from Contractor, Neil Moore
• RE: Letter from Contractor, Stuart, Matthew
• RE: Reinforcing for Anchor Bolt Breakout, Joe Grill
• Re: Reinforcing for Anchor Bolt Breakout, Jordan Truesdell, PE
• Excellent Letter from Contractor, Sharon
• RE: Letter from Contractor, Polhemus, Bill
• Re: Lag Bolt Zperp values in thin members, chuck utzman
• RE: Letter from Contractor, David Adie
• Re: Lag Bolt Zperp values in thin members, Jordan Truesdell, PE
• Re: Lag Bolt Zperp values in thin members, chuck utzman
• Re: Lag Bolt Zperp values in thin members, Jordan Truesdell, PE

Fri Apr 21 00:36:59 GMT 2006

• Retaining Wall software survey, Honles, Thomas
• RE: Retaining Wall software survey, Michael Bryson
• Re: Retaining Wall software survey, David Smith
• Re: Retaining Wall software survey, kevinpolin
• Re: Retaining Wall software survey, Jim Hannah
• Re: Retaining Wall software survey, Stanley E Scholl
• RE: Retaining Wall software survey, Bill Allen
• RE: Reinforcing for Anchor Bolt Breakout, Rich Lewis
• Re: Manufactured Home Foundation, BCainse
• Re: Reinforcing for Anchor Bolt Breakout, Scott Maxwell
• archives, James Andel
• Re: Lag Bolt Zperp values in thin members, Gary Hodgson & Associates
• Re: Letter from Contractor, Gary Hodgson & Associates
• RE: Reinforcing for Anchor Bolt Breakout, Gary Loomis
• Re: archives, Scott Maxwell
• RE: Letter from Contractor, Stuart, Matthew
• RE: Reinforcing for Anchor Bolt Breakout, Jake Olsen
• RE: Retaining Wall software survey, Polhemus, Bill
• RE: Retaining Wall software survey, M. David Finley, P.E., P.A.
• RE: Retaining Wall software survey, Mike Jones
• Re: Reinforcing for Anchor Bolt Breakout, Padmanabhan Rajendran
• RE: Retaining Wall software survey, M. David Finley, P.E., P.A.
• Re: Retaining Wall software survey, Jordan Truesdell, PE
• Re: Lag Bolt Zperp values in thin members, Jordan Truesdell, PE
• RE: Retaining Wall software survey, Polhemus, Bill
• RE: Reinforcing for Anchor Bolt Breakout, Joe Grill
• Local disaster recover questions, Neil Moore
• Re: Retaining Wall software survey, ASLCSE
• Re: Retaining Wall software survey, ASLCSE
• RE: Retaining Wall software survey, Gautam Manandhar
• RE: Local disaster recovery Questions, Nels Roselund

Sat Apr 22 03:59:21 GMT 2006

• Re: Local disaster recovery Questions, Daryl Richardson
• RE: Local disaster recover questions, Harold Sprague

Sun Apr 23 03:30:12 GMT 2006

• was: Re: Retaining Wall software survey : Proof?, Dennis S. Wish, PE
• RE: Retaining Wall software survey, kevinpolin

Mon Apr 24 02:38:29 GMT 2006

• Re: Etabs Shearwalls, Tim Shannon
• Re: Retaining Wall software survey, NDZ28
• RE: Anchorage to Cobbled Foundation, SEAINTLIST
• RE: Retaining Wall software survey, Mark Johnson
• Concrete - steel building, Ashraf, Mohammed \(Qatar\)
• Re: was: Re: Retaining Wall software survey : Proof?, Gary Hodgson & Associates
• RE: Retaining Wall software survey, Dellies, Teresa M.
• RE: Re: Retaining Wall software survey : Proof?, Joe Grill
• RE: Re: Retaining Wall software survey : Proof?, Honles, Thomas
• Re: Retaining Wall software survey : Proof?, chuck utzman
• FEMA 361 - Hurricane Shelters, John C. Jones
• Re: Retaining Wall software survey, Jorge Jimenez
• 9-11 free-fall, David Merrick
• RE: Retaining Wall software survey, Gautam Manandhar
• Your Retaining wall Excel Spreadsheet <Private Message>, kevinpolin
• RE: 9-11 free-fall, Carter, Charlie
• RE: Your Retaining wall Excel Spreadsheet <Private Message>, Gautam Manandhar
• Excellent opportunity at the City of Santa Monica, Ben Yousefi
• Excellent opportunity at the City of Santa Monica, Ed . Haninger
• Heritage Building - Excessively Thin Roof Slab, Daryl Richardson

Tue Apr 25 00:25:12 GMT 2006

• Re: Retaining Wall software survey, bcainse
• FREE FALL, ASC
• Excellent opportunity at the City of Santa Monica, Tom . Hunt
• RE: Heritage Building - Excessively Thin Roof Slab, Kestner, James W.
• Re: FEMA 361 - Hurricane Shelters, Rhkratzse
• RE: Heritage Building - Excessively Thin Roof Slab, Kevin Elbury
• Pipe rack modeling, Javier Encinas
• RE: Pipe rack modeling, Scott, William N.
• Re: Pipe rack modeling, Tom . Hunt
• heritage building, Andrew Kester, PE
• Re: Pipe rack modeling, kevinpolin
• STAADPro 2004 VS RISA-3D and others, Clint Strain
• RE: Pipe rack modeling, Gerard Madden, SE
• Free advertising, Javier Encinas
• Re: STAADPro 2004 VS RISA-3D and others, Avicpeng
• RE: STAADPro 2004 VS RISA-3D and others, Clint Strain
• RE: Free advertising, Bill Allen
• Re: STAADPro 2004 VS RISA-3D and others, Avicpeng
• Re: heritage building, Daryl Richardson
• Re: Free advertising, kevinpolin
• Admixtures for Concrete Clarifier Tank, Joe Grill

Wed Apr 26 03:15:14 GMT 2006

• RE: was: Re: Retaining Wall software survey : Proof?, Rich Lewis
• Re: was: Re: Retaining Wall software survey : Proof?, Daryl Richardson
• RE: FEMA 361 - Hurricane Shelters, John C. Jones
• limits for expansion joints, Amir Gomma
• Re: STAADPro 2004 VS RISA-3D and others, Gary Hodgson & Associates
• RE: STAADPro 2004 VS RISA-3D and others, Mark Francois
• Re: limits for expansion joints, Syed A Masroor
• RE: FEMA 361 - Hurricane Shelters, Polhemus, Bill
• RE: Free advertising, Polhemus, Bill
• RE: Free advertising, Polhemus, Bill
• RE: Free advertising, Polhemus, Bill
• Re: FEMA 361 - Hurricane Shelters, Rhkratzse
• RE: Admixtures for Concrete Clarifier Tank, Chance, Acie
• Re: Admixtures for Concrete Clarifier Tank, Tom . Hunt
• RE: Free advertising, C.G. Construcciones, C.A.
• RE: Free advertising, Honles, Thomas
• Construction Type, Sklar, Mitch
• RE: Admixtures for Concrete Clarifier Tank, Sherman, William
• RE: Free advertising, Polhemus, Bill
• RE: Free advertising, Honles, Thomas
• Concrete dobies, Dave Adams
• Re: Concrete dobies, Rhkratzse
• RE: Construction Type, Carter, Charlie
• Deflection Limits for Floor Plates, Kyle Delabar
• Construction Type, Ed . Haninger
• Construction Type, Tom . Hunt
• RE: Concrete dobies, Harold Sprague
• RE: Admixtures for Concrete Clarifier Tank, Harold Sprague
• RE: Concrete dobies (Harold), Dave Adams
• 9-11 free-fall, David Merrick
• heritage bldg roof, Andrew Kester, PE
• RE: Deflection Limits for Floor Plates, Scott, William N.
• Last reminder! Structural Engineering Review Workshops in Los Angeles and San Francisco, structuralreview
• RE: Concrete dobies, Polhemus, Bill
• RE: Concrete dobies (Harold), Polhemus, Bill
• RE: 9-11 free-fall, Polhemus, Bill
• "The weakest link", Kevin Below
• IBC Fire Walls and Seismic Code, Paul Feather
• RE: IBC Fire Walls and Seismic Code, Kestner, James W.
• Re: "The weakest link", Scott Maxwell
• Re: "The weakest link", Roger Davis
• RE: IBC Fire Walls and Seismic Code, Stuart, Matthew
• RE: IBC Fire Walls and Seismic Code, Kestner, James W.
• CALIFORNIA: What are these references?, Polhemus, Bill
• Re: CALIFORNIA: What are these references?, Rhkratzse
• Re: CALIFORNIA: What are these references?, Tom . Hunt
• RE: CALIFORNIA: What are these references?, Garner, Robert
• RE: CALIFORNIA: What are these references?, Casey K. Hemmatyar
• RE: IBC Fire Walls and Seismic Code, Matthew Stuart
• Re: CALIFORNIA: What are these references?, Paul Feather
• RE: IBC Fire Walls and Seismic Code, Stuart, Matthew
• RE: CALIFORNIA: What are these references?, Gerard Madden, SE
• RE: CALIFORNIA: What are these references?, Eli Grassley
• RE: CALIFORNIA: What are these references?, Sharon
• RE: CALIFORNIA: What are these references?, Clint Strain
• Re: CALIFORNIA: What are these references?, Neil Moore
• Re: IBC Fire Walls and Seismic Code, Paul Feather
• RE: CALIFORNIA: What are these references?, Joe Grill
• Re: IBC Fire Walls and Seismic Code, Matthew Stuart
• Chloride contamination in fine aggregate, Terangue Gillham
• Re: CALIFORNIA: What are these references?, bcainse

Thu Apr 27 00:10:14 GMT 2006

• Re: IBC Fire Walls and Seismic Code, Paul Feather
• Re: IBC Fire Walls and Seismic Code, Matthew Stuart
• Tension Field Action Question ?, Brian S Bossley
• Re: Tension Field Action Question ?, Neil Moore
• RE: Concrete dobies, Gary Hodgson & Associates
• Load combinations for temperature, Ashraf, Mohammed \(Qatar\)
• RE: IBC Fire Walls and Seismic Code, Kestner, James W.
• RE: Tension Field Action Question ?, Carter, Charlie
• Re: Admixtures for Concrete Clarifier Tank - further thoughts, Dave Handy
• A325 bolts - nuts not fully engaging threads, Haan, Scott M POA
• RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
• RE: A325 bolts - nuts not fully engaging threads, Carter, Charlie
• New York Code Appendix K, Jim Wilson
• Re: New York Code Appendix K, James Cohen
• Re: New York Code Appendix K, Jim Wilson
• RE: IBC Fire Walls and Seismic Code, Stuart, Matthew
• RE: A325 bolts - nuts not fully engaging threads, Michel Blangy
• RE: A325 bolts - nuts not fully engaging threads, Carter, Charlie
• Re: New York Code Appendix K, Ed . Haninger
• Re: Admixtures for Concrete Clarifier Tank - further thoughts, Harold Sprague
• RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
• RE: A325 bolts - nuts not fully engaging threads, Garner, Robert
• Rolled Beam Header in Silo, Clint Strain
• Re: Admixtures for Concrete Clarifier Tank - further thoughts, Dave Handy
• RE: Rolled Beam Header in Silo, Mike Jones
• RE: Rolled Beam Header in Silo, Clint Strain
• RE: A325 bolts - nuts not fully engaging threads, Tom . Hunt
• Re: Rolled Beam Header in Silo, Daryl Richardson
• Re: Admixtures for Concrete Clarifier Tank - further thoughts, Harold Sprague
• Chloride contamination in fine aggregate, Terangue Gillham

Fri Apr 28 01:40:41 GMT 2006

• RE: "The weakest link", Kevin Below
• RE: IBC Fire Walls and Seismic Code, Kevin Below
• RE: "The weakest link", Kevin Below
• Re: A325 bolts - nuts not fully engaging threads, Christopher Wright
• RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
• RE: IBC Fire Walls and Seismic Code, Kestner, James W.
• Re: Chloride contamination in fine aggregate, Robert Kazanjy
• seismic text, John Riley
• Re: seismic text, Jnapd
• Exam prep, Walter Don DeVore, Jr.
• Re: Exam prep, Jnapd
• Re: seismic text, Jnapd
• RE: Exam prep, Eli Grassley
• Re: Exam prep, Scott Maxwell
• Re: Exam prep, Walter Don DeVore, Jr.

Sat Apr 29 04:07:57 GMT 2006

• Re: A325 bolts - nuts not fully engaging threads, qaiser uzzamankhan
• RE: Chloride contamination in fine aggregate, Terangue Gillham
• RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
• RE: seismic text, Gary Loomis
• Re: seismic text, Anantha Narayan C.K.

Sun Apr 30 00:38:12 GMT 2006

• RE: seismic text, Scott Maxwell
• about concret dams, mozhgan yaghubshahi
• elevator support / walls requirements, jerold taylor
• Re: Exam prep hp33s calc, Walter Don DeVore, Jr.
• Re: elevator support / walls requirements, Stanley E Scholl
• Re: elevator support / walls requirements, Avicpeng
• Re: elevator support / walls requirements, Daryl Richardson
• about concrete dams, mozhgan yaghubshahi
• Re: Exam prep hp33s calc, Scott Maxwell
• Welding in Freezers, Gary Loomis
• RE: Welding in Freezers, Robert E Shaw Jr
• RE: Welding in Freezers, Gary Loomis
• Re: Welding in Freezers, Christopher Wright
• Firewall Design Philosophy - - Was "The weakest link", Daryl Richardson

Mon May 01 01:45:02 GMT 2006

• Re: elevator support / walls requirements, jerold taylor
• Re: New York Code Appendix K, Jim Wilson
• RE: about concret dams, Harold Sprague
• Credit where credit is due, Rhkratzse
• RE: elevator support / walls requirements, Brian Stanley
• RE: seismic text / FEMA, Eli Grassley
• RE: Exam prep hp33s calc, Eli Grassley
• Precast DT's & topping next to wall, Glen Underwood
• RE: Precast DT's & topping next to wall, Jim Getaz
• RE: seismic text / FEMA, Tom Skaggs
• RE: Precast DT's & topping next to wall, Roger Davis
• CA Exam Requirements in '07, Jake Watson
• T1-11 siding, Gerard Madden, SE
• RE: CA Exam Requirements in '07, Ben Yousefi
• RE: CA Exam Requirements in '07, Tom . Hunt
• Re: CA Exam Requirements in '07, Neil Moore
• RE: CA Exam Requirements in '07, Ed . Haninger
• T1-11 siding, Robert Freeman
• Re: T1-11 siding, Rhkratzse
• Re: T1-11 siding, bcainse
• Re: T1-11 siding, Jordan Truesdell, PE
• Re: T1-11 siding, Gary Grinstead
• Re: CA Exam Requirements in '07, Aswin Rangaswamy
• RE: Manufactured Truss, Gautam Manandhar
• Re: Manufactured Truss, Jnapd
• Re: T1-11 siding, chuck utzman
• RE: Manufactured Truss, Gautam Manandhar
• RE: IBC Fire Walls and Seismic Code, Kevin Elbury
• SEMANTICS: Def. of "Joist" vs. "Beam", Polhemus, Bill
• RE: T1-11 siding, Tom Skaggs
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Joe Grill
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", David Smith
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Sherman, William
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Michel Blangy
• RE: Admixtures for Concrete Clarifier Tank - further thoughts, Kevin Elbury
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Eli Grassley
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Eli Grassley
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", Anantha Narayan C.K.
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Joe Grill
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", bcainse

Tue May 02 00:11:40 GMT 2006

• Re: Manufactured Truss, Neil Moore
• RE: Admixtures for Concrete Clarifier Tank - further thoughts, Harold Sprague
• RE: seismic text / FEMA, Harold Sprague
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", Paul Ransom
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Joe Grill
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", Paul Feather
• Re: Firewall Design Philosophy - - Was "The weakest link", Scott Maxwell
• Re: Precast DT's & topping next to wall, Paul Feather
• RE: Precast DT's & topping next to wall, Kestner, James W.
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Honles, Thomas
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", Mark E. Deardorff

Wed May 03 11:34:31 GMT 2006

• Re: SEMANTICS: Def. of "Joist" vs. "Beam", Gary Hodgson & Associates
• RE: SEMANTICS: Def. of "Joist" vs. "Beam", John Riley
• SEMANTICS: Def. of "Joist" vs. "Beam", John Riley
• Re: SEMANTICS: Def. of "Joist" vs. "Beam", Rhkratzse

Thu May 04 11:33:43 GMT 2006

• Beams, joists, girders and "joist girders", G Vishwanath
• Building Settlement - Las Vegas, Polhemus, Bill
• RE: Beams, joists, girders and "joist girders", Harold Sprague
• RE: Building Settlement - Las Vegas, Harold Sprague
• Machine vs. Human, Wontae Kim
• Lag Bolts, Polhemus, Bill
• RE: Lag Bolts, dave lowen
• RE: Building Settlement - Las Vegas, Scott Maxwell
• RE: Lag Bolts, Scott Maxwell
• Re: Lag Bolts, S. Gordin
• Re: Lag Bolts, Scott Maxwell
• Re: Lag Bolts, Scott Maxwell
• Re: Lag Bolts, S. Gordin
• Re: Building Settlement - Las Vegas, Paul Feather
• RE: Machine vs. Human, Garner, Robert
• RE: Building Settlement - Las Vegas, Hans E Boge
• Re: Building Settlement - Las Vegas, S. Gordin
• RE: Machine vs. Human, Mark E. Deardorff
• Shearwall Foundation (max. flex. bending), Casey K. Hemmatyar
• Re: Machine vs. Human, Daryl Richardson

Fri May 05 00:12:49 GMT 2006

• masonry text reference, Joe Grill
• Re: masonry text reference, Scott Maxwell
• RE: Machine vs. Human, Haan, Scott M POA
• Re: Lag Bolts, Robert Kazanjy
• collector design in wood frame structures, Eliseo Arellano
• Re: Machine vs. Human, Mlcse
• Re: Lag Bolts, Christopher Wright
• Re: Lag Bolts, S. Gordin
• RE: seismic text, Radu Petrovici
• Re: Machine vs. Human, Syed A Masroor
• g00d meds s0luti0nd firectly fr0m manufacturer, Addie
• RE: Shearwall Foundation (max. flex. bending), C.G. Construcciones, C.A.
• Re: Machine vs. Human, Wontae Kim
• Re: Machine vs. Human, Paul Ransom
• Re: Shearwall Foundation (max. flex. bending), S. Gordin
• Re: Building Settlement - Las Vegas, Kipp Martin
• Re: collector design in wood frame structures, Jnapd
• Shameless Company Advertisement, Tom . Hunt
• RE: Machine vs. Human, Richard L. Hess
• RE: Machine vs. Human, Michel Blangy
• Re: Machine vs. Human, S. Gordin
• Re: Machine vs. Human, Christopher Wright

Sat May 06 15:26:29 GMT 2006

• Re: Lag Bolts, Christopher Wright
• RE: Building Settlement - Las Vegas, Nels Roselund

Mon May 08 01:48:55 GMT 2006

• what clients should know, David Merrick
• Re: Joists-girders-beams, Ddumba Nathan
• RE: Admixtures for Concrete Clarifier Tank - fly ash, Sherman, William
• RE: Admixtures for Concrete Clarifier Tank - fly ash, Harold Sprague
• Re: what clients should know, Jordan Truesdell, PE
• Re: Machine vs. Human [response to Mr. Wright], Wontae Kim
• Re: Machine vs. Human [response to Mr. Wright], Jordan Truesdell, PE
• Selling Spreadsheets, Gary Hodgson & Associates
• Re: Selling Spreadsheets, Daryl Richardson
• New ACI MCP for sale [Ad], Jordan Truesdell, PE
• RE: Machine vs. Human [response to Mr. Wright], Richard L. Hess
• IBC Outside the U.S., John J. Treff
• RE: IBC Outside the U.S., Gunnar H. Isleifsson
• Moments in wood structures, Chance, Acie
• Re: Machine vs. Human [response to Mr. Wright], Christopher Wright
• RE: Moments in wood structures, Joe Grill
• RE: Moments in wood structures, sscholl2(--nospam--at)juno.com
• Re: Machine vs. Human [response to Mr. Wright], Rhkratzse
• RE: Moments in wood structures, Nels Roselund
• RE: Joists-girders-beams, Michel Blangy
• Re: Moments in wood structures, Raymond Shreenan
• RE: Moments in wood structures, Chance, Acie
• Masonry lintel design, Sherman, William

Tue May 09 00:11:26 GMT 2006

• Re: Moments in wood structures, S. Gordin
• Re: Masonry lintel design, Scott Maxwell
• Slab on Grade Vapor Retarder Design, Nels Roselund
• Re: Moments in wood structures, DA
• RE: Moments in wood structures, Haan, Scott M POA
• Re: T1-11 siding, ASLCSE
• RE: Masonry lintel design, Nels Roselund
• Re: Moments in wood structures, Neil Moore
• Re: Slab on Grade Vapor Retarder Design, Jim Wilson
• Masonry lintel design, John Riley
• Re: Slab on Grade Vapor Retarder Design, Mark D. Anderson PE
• Re: Machine vs. Human, Ray Pixley
• RE: Slab on Grade Vapor Retarder Design, Harold Sprague
• Re: Moments in wood structures, BCainse
• Re: Moments in wood structures, BCainse
• Re: Moments in wood structures, BCainse
• Re: Moments in wood structures, Rhkratzse
• qustion about ETABS, Amir Gomma
• Re: Masonry lintel design, Scott Maxwell
• Re: Slab on Grade Vapor Retarder Design, Rick Stone
• Re: Moments in wood structures, S. Gordin
• RE: Masonry lintel design, Sherman, William
• RE: Masonry lintel design, Eric Ober
• retail center lateral system (3 sided masonry), Brian
• Re: retail center lateral system (3 sided masonry), Brian K. Smith
• Re: retail center lateral system (3 sided masonry), Javier Encinas
• Re: retail center lateral system (3 sided masonry), Daryl Richardson
• Re: Machine vs. Human [response to Mr. Wright], Suresh Acharya
• RE: Machine vs. Human [response to Mr. Wright], Polhemus, Bill
• RE: retail center lateral system (3 sided masonry), Sherman, William
• Hip Roof Questions (conventional wood framing), Donald R. Bryant, PE
• RE: retail center lateral system (3 sided masonry), Brian
• RE: retail center lateral system (3 sided masonry), David Topete
• Re: Masonry lintel design, Rhkratzse
• Re: Hip Roof Questions (conventional wood framing), Brian K. Smith
• RE: Masonry lintel design, Scott Maxwell
• RE: IBC Outside the U.S., John J. Treff
• VE, S. Gordin
• RE: Hip Roof Questions (conventional wood framing), Dave Adams
• 1960s wind load, Vasu, Ravi
• Re: VE [OT: VME ?], Rhkratzse
• Re: VE [OT: VME ?], S. Gordin
• RE: VE, David Fisher
• Curved Shear Wall, Yi Yang
• RE: VE [OT: VME ?], Chance, Acie
• RE: VE, John Riley
• RE: VE [OT: VME ?], David Fisher
• RE: VE [OT: VME ?], Eli Grassley
• Re: VE          [OT:  VME ?], Rhkratzse
• RE: VE [OT: VME ?], John Riley
• RE: VE [OT: VME ?], John Riley
• Re: VE [OT: VME ?], S. Gordin
• Re: question about ETABS, Daniel Popp
• RE: VE [OT: VME ?], Eli Grassley
• RE: Hip Roof Questions (conventional wood framing), Jim Wilson
• Diaphragm ratio for rigid diaphragm, Joe Grill

Wed May 10 00:20:18 GMT 2006

• Re: VE [OT: VME ?], Christopher Wright
• Re: VE [OT: VME ?], S. Gordin
• Re: VE [OT: VME ?], Christopher Wright
• RE: VE [OT: VME ?], Polhemus, Bill
• RE: question about ETABS, Polhemus, Bill
• RE: 1960s wind load, Scott, William N.
• Re: VE [OT: VME ?], Syed A Masroor
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Re: retail center lateral system (3 sided masonry), Gary Hodgson & Associates
• Re: Hip Roof Questions (conventional wood framing), Jordan Truesdell, PE
• Deck Indentations, Sunil Thengale
• RE: Deck Indentations, David L. fisher
• Re: Curved Shear Wall, w d
• Re: VE [OT: VME ?], S. Gordin
• RE: 1960s wind load, Vasu, Ravi
• RE: 1960s wind load, Mike Jones
• Re: 1960s wind load, S. Gordin
• RE: 1960s wind load, Polhemus, Bill
• RE: 1960s wind load, Neil Moore
• Re: Diaphragm ratio for rigid diaphragm, David Topete
• RE: Diaphragm ratio for rigid diaphragm, Joe Grill
• weld symbol, Joe Grill
• RE: weld symbol, David Fisher
• RE: weld symbol, Tom Skaggs
• Re: weld symbol, Tom . Hunt
• RE: weld symbol, Neil Moore
• RE: weld symbol, Joe Grill
• RE: weld symbol, Collier, Randy
• Re: weld symbol, Jordan Truesdell, PE
• Re: weld symbol, S. Gordin
• RE: weld symbol, Joe Grill
• RE: Curved Shear Wall, Casey K. Hemmatyar
• RE: Selling Spreadsheets, Casey K. Hemmatyar
• RE: weld symbol, Tom . Hunt
• RE: Diaphragm ratio for rigid diaphragm, David Topete
• RE: weld symbol, Ed . Haninger

Thu May 11 00:12:03 GMT 2006

• Re: 1960s wind load, Daryl Richardson
• Re: qustion about ETABS, Structural Engineer
• Welding Symbols Reference - Thanks to Tom Skeggs, G Vishwanath
• Welding nut to anchor rod, Greene, Al [PTS]
• RE: Welding nut to anchor rod, Carter, Charlie
• RE: Welding nut to anchor rod, Sherman, William
• RE: Welding nut to anchor rod, Bill Allen
• RE: Welding nut to anchor rod, Carter, Charlie
• RE: Welding nut to anchor rod, John Riley
• O.T. - 1st Male Engineer.., Michel Blangy
• RE: O.T. - 1st Male Engineer.., Polhemus, Bill
• RE: O.T. - 1st Male Engineer.., Michel Blangy
• RE: O.T. - 1st Male Engineer.., Polhemus, Bill
• RE: O.T. - 1st Male Engineer.., Michel Blangy
• RE: O.T. - 1st Male Engineer.., Polhemus, Bill

Fri May 12 01:01:17 GMT 2006

• Re: retail center lateral system (3 sided masonry), Will Haynes
• stich weld, untung.sirait(--nospam--at)ppgs.ikpt.com
• Re: stich weld, Christopher Wright
• Blast load, Samiappan Srinivasan
• woo shear wall non parrallel about major axes, Eliseo Arellano
• Re: retail center lateral system (3 sided masonry), Brian
• RE: woo shear wall non parrallel about major axes, Michel Blangy
• Column to Column via End Plate, David Maynard
• RE: Column to Column via End Plate, Polhemus, Bill

Sat May 13 05:52:21 GMT 2006

• Nonlinear Static Analysis of RC buildings, Carlos Avila
• RE: Nonlinear Static Analysis of RC buildings, Ashraf, Mohammed \(Qatar\)
• Re: Column to Column via End Plate, Gary Hodgson & Associates
• Re: Nonlinear Static Analysis of RC buildings, Christopher Wright

Mon May 15 02:30:49 GMT 2006

• RE: Nonlinear Static Analysis of RC buildings, Terangue Gillham
• SMRF connection design, Bhairavi
• Software for Deck Properties, Sunil Thengale
• RE: Software for Deck Properties, Polhemus, Bill
• RE: Curved Shear Wall, Yi Yang
• Re: SMRF connection design, Tom . Hunt
• Re: Re: SMRF connection design, Bhairavi
• Re: SMRF connection design, BPCE
• Re: Re: SMRF connection design, Tom . Hunt
• RE: SMRF connection design, Robert E Shaw Jr
• Wind - Effect of Topographic Factor, Padmanabhan Rajendran
• RE: SMRF connection design, Casey K. Hemmatyar

Tue May 16 00:24:08 GMT 2006

• Attic ventilation from fans, Drew Morris
• Re: SMRF connection design, Rhkratzse
• Re: Attic ventilation from fans, Christopher Wright
• Super Note Tab and Tiny Spell, G Vishwanath
• Re: Software for Deck Properties, Gary Hodgson & Associates
• Re: Attic ventilation from fans, Paul Ransom
• Re: Attic ventilation from fans, Christopher Wright
• Steel Tubes Laterally Supporting Glazing, Bill Allen
• RE: Steel Tubes Laterally Supporting Glazing, Mark E. Deardorff
• Attic ventilation from fans - to jet engines, John Riley
• RE: Steel Tubes Laterally Supporting Glazing, Bill Allen
• Re: Steel Tubes Laterally Supporting Glazing, S. Gordin
• RE: Steel Tubes Laterally Supporting Glazing, Mark E. Deardorff
• attic fans, Andrew Kester, PE
• Railings at tops of ladders to roofs, Ken Peoples
• Re: Railings at tops of ladders to roofs, Roger Davis
• Re: Railings at tops of ladders to roofs, Paul Blomberg
• RE: collector design in wood frame structures, LC Engineering
• Re: Attic ventilation from fans - to jet engines, Christopher Wright
• Wood Shear Walls at Skewed lines, Pedro Muñoz
• S.California Oppurtunity, Aswin Rangaswamy
• RE: S. California Oppurtunity, NDS DS
• Re: Attic ventilation from fans - to jet engines, Drew Morris
• Re: Attic ventilation from fans - to jet engines, Christopher Wright
• Bollman Truss, Nels Roselund
• Re: Curved Shear Wall, ASLCSE

Wed May 17 00:08:07 GMT 2006

• RE: Curved Shear Wall, Eli Grassley
• Re: Curved Shear Wall, Robert Kazanjy
• axial braking load for bridges, Haan, Scott M POA
• RE: axial braking load for bridges, Chris Towne
• Grout/Mortar in CMU, Chris Towne
• SEISMIC FORCE -DISCONTINUITY, S. Gordin
• RE: SEISMIC FORCE -DISCONTINUITY, Terangue Gillham
• RE: Grout/Mortar in CMU, Harold Sprague
• Note Tab Light (Old Super Note Tab), G Vishwanath
• Sand bed, Nukala, Lakshmana R
• Re: axial braking load for bridges, Daryl Richardson
• Re: attic fans, Jim Getaz
• Re: attic fans, Roger Davis
• Re: Grout/Mortar in CMU, Roger Davis
• Re: Grout/Mortar in CMU, James Cohen
• Re: Grout/Mortar in CMU, Tom . Hunt
• RE: SEISMIC FORCE -DISCONTINUITY, Tom . Hunt
• Re: Grout/Mortar in CMU, Adam Vakiener
• RE: Bollman Truss, Kestner, James W.
• "Handbook of Structural Steel Connection Design and Details", Rhkratzse
• RE: axial braking load for bridges, Chris Towne
• RE: Grout/Mortar in CMU, Chris Towne
• RE: "Handbook of Structural Steel Connection Design and Details", Robert E Shaw Jr
• Masonry Reference Advice, John J. Treff
• RE: S. California Oppurtunity, Casey K. Hemmatyar
• Re: Grout/Mortar in CMU, Ed . Haninger
• RE: Masonry Reference Advice James E. Amrhein, Casey K. Hemmatyar
• Attic ventilation from fans - to jet engines, John Riley
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Rhkratzse
• Re: Attic ventilation from fans - to jet engines, Christopher Wright
• Re: S. California Oppurtunity, BPCE
• Bow String Truss, Rich Lewis
• RE: Masonry Reference Advice James E. Amrhein, Martin Li
• SEISMIC FORCE -DISCONTINUITY, Eliseo Arellano
• Re: Bow String Truss, Rhkratzse
• Re: axial braking load for bridges, Robert Kazanjy
• Re: Bow String Truss, John Riley
• Re: Wood Shear Walls at Skewed lines, David Merrick
• RE: Sand bed, Harold Sprague
• Re: Bow String Truss, Jordan Truesdell, PE
• Re: SEISMIC FORCE -DISCONTINUITY, Tom . Hunt
• axial braking load for bridges, John Riley
• RE: axial braking load for bridges, Chris Towne
• Re: Masonry Reference Advice, Scott Maxwell
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Christopher Wright
• Re: Bow String Truss, Scott Maxwell
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Christopher Wright
• RE: SEISMIC FORCE -DISCONTINUITY, Terangue Gillham
• Re: axial braking load for bridges, Daryl Richardson
• Re: Bow String Truss, Daryl Richardson
• TEDDS, Terangue Gillham
• RE: Bow String Truss, Joe Grill
• RE: "Handbook of Structural Steel Connection Design and Details", Carlos Avila
• Discontinuous diaphragm?, Joe Grill
• Re: "Handbook of Structural Steel Connection Design and Details", Rhkratzse
• Re: Discontinuous diaphragm?, David Topete
• RE: TEDDS, Will Haynes

Thu May 18 00:46:52 GMT 2006

• Re: Bow String Truss, Scott Maxwell
• Re: Bow String Truss, Jnapd
• Re: TEDDS, Christopher Wright
• RE: Bow String Truss, Nels Roselund
• RE: TEDDS, Nels Roselund
• Re: Bow String Truss, Daryl Richardson
• RE: TEDDS, Gary Loomis
• Re: "Handbook of Structural Steel Connection Design and Details", Gary Hodgson & Associates
• RE: axial braking load for bridges, Chris Towne
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), John Riley
• RE: TEDDS, Bill Allen
• Re: TEDDS, Brian K. Smith
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Christopher Wright
• RE: Attic ventilation from fans - to jet engines -- to steam locomotives :), Michael Zhang \(Toronto\)
• Fiberglass, M. David Finley, P.E., P.A.
• 18 ga steel roof decking, Bruce Holcomb
• [Fwd: Help! -- structural engineers needed to save NOLA buildings], rwh(--nospam--at)codeconsult.com
• Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Neil Moore
• Re: TEDDS, David Merrick
• RE: TEDDS, Mike Jones
• Re: Fiberglass, Christopher Wright
• Re: axial braking load for bridges, Robert Kazanjy
• Flexural reinforcement "Ad Libitum", Jesus Gomez
• RE: Flexural reinforcement "Ad Libitum", Joe Grill
• RE: Flexural reinforcement "Ad Libitum", Jesus Gomez
• RE: Flexural reinforcement "Ad Libitum", Joe Grill
• RE: Flexural reinforcement "Ad Libitum", Eric Ober
• TEDDS, Terangue Gillham
• hold downs at perforated shear wall, Joe Grill
• RE: hold downs at perforated shear wall, Eli Grassley
• Re: 18 ga steel roof decking, sscholl2(--nospam--at)juno.com

Fri May 19 00:37:20 GMT 2006

• identity theft / was: hold downs at perforated shear wall, Haan, Scott M POA
• Re: identity theft /  was:  hold downs at perforated shear wall, Rhkratzse
• Re: RE: hold downs at perforated shear wall, Joseph Grill
• Re: Flexural reinforcement "Ad Libitum", Syed A Masroor
• Re: Flexural reinforcement "Ad Libitum", Rhkratzse
• Re: flexural reinforcement "ad libitum" [ OT BS ], Rhkratzse
• RE: TEDDS, Harold Sprague
• Re: Flexural reinforcement "Ad Libitum", Scott Maxwell
• Re: Flexural reinforcement "Ad Libitum", Syed A Masroor
• Re: Bow String Truss, Gary Hodgson & Associates
• RE: TEDDS, Polhemus, Bill
• Re: Flexural reinforcement "Ad Libitum", Padmanabhan Rajendran
• Re: Flexural reinforcement "Ad Libitum", Padmanabhan Rajendran
• Linux (was TEDDS), Mark McCormick
• RE: TEDDS, Gary Hodgson & Associates
• RE: Linux (was TEDDS), Polhemus, Bill
• hold downs at perforated shear wall, AWC Info
• Re: Linux (was TEDDS), Anantha Narayan C.K.
• Re: Flexural reinforcement "Ad Libitum", Scott Maxwell
• Re: Bow String Truss, Scott Maxwell
• RE: Linux (was TEDDS), Scott Maxwell
• RE: Linux (was TEDDS), Polhemus, Bill
• External strengthening of reinforced concrete beam, Jesus Gomez

Sat May 20 04:36:45 GMT 2006

• Re: Flexural reinforcement "Ad Libitum", Syed A Masroor
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Concrete column and steel beams, Ashraf Manjappara
• Re: Linux (was TEDDS), Jordan Truesdell, PE
• Re: hold downs at perforated shear wall, ASLCSE
• Re: Flexural reinforcement "Ad Libitum", Scott Maxwell

Sun May 21 07:13:48 GMT 2006

• WT versus Double angles, G Vishwanath
• RE: Linux (was TEDDS), Polhemus, Bill

Mon May 22 14:46:37 GMT 2006

• RE: hold downs at perforated shear wall, Joe Grill
• was: attic fans, Andrew Kester, PE
• PDF to Excel, John Riley
• RE: PDF to Excel, Gerard Madden, SE
• RE: PDF to Excel, Mike Jones
• RE: PDF to Excel, Mark E. Deardorff
• Re: PDF to Excel, Aswin Rangaswamy
• Re: PDF to Excel, Christopher Wright
• Re: PDF to Excel, S. Gordin
• RE: Any file to Excel (was PDF to Excel), Casey K. Hemmatyar
• Re: PDF to Excel, John Riley
• RE: Any file to Excel (was PDF to Excel), Eli Grassley
• Re: PDF to Excel, Mark Johnson

Tue May 23 07:12:46 GMT 2006

• Effect of Two Grade of Concrete on Flexural Reinforcement, The Best Always
• Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Daryl Richardson
• Seismic Response Spectrum, Rich Lewis
• Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Kipp Martin
• RE: Effect of Two Grade of Concrete on Flexural Reinforcement, Casey K. Hemmatyar
• RE: PDF to Excel, Mueller, Oliver
• Re: Seismic Response Spectrum, Christopher Wright
• Re: Seismic Response Spectrum, Arturo Martinez
• Re: Seismic Response Spectrum, bcainse
• Re: Seismic Response Spectrum, bcainse
• Staad loading, Joe Grill
• RE: Staad loading, John Whitty
• RE: Staad loading, Joe Grill
• RE: Staad loading, Collier, Randy
• RE: Staad loading, David Topete
• RE: Staad loading, Martin Li
• RE: Staad loading, Ed . Haninger
• RE: Staad loading, Tom . Hunt
• "Hydrovac" for pier construction, Padmanabhan Rajendran
• RE: "Hydrovac" for pier construction, Garner, Robert
• RE: "Hydrovac" for pier construction, Tripp Howard
• RE: "Hydrovac" for pier construction, Padmanabhan Rajendran
• RE: Staad loading, David Maynard
• RE: "Hydrovac" for pier construction, Neil Moore
• RE: Staad loading, Joe Grill
• RE: Staad loading, Garner, Robert
• Re: "Hydrovac" for pier construction, Daryl Richardson
• Fwd: Braced Basement Wall with Composite Floor, Will Haynes
• RE: Staad loading, Joe Grill
• RE: Braced Basement Wall with Composite Floor, Stuart, Matthew
• Re: Staad loading, Christopher Wright
• Re: Braced Basement Wall with Composite Floor, Will Haynes

Wed May 24 02:14:53 GMT 2006

• Re: "Hydrovac" for pier construction, Tripp Howard
• Sag-rod effectiveness?, Sunil Thengale
• Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Syed A Masroor
• Re: "Hydrovac" for pier construction, Padmanabhan Rajendran
• Re: Sag-rod effectiveness?, Padmanabhan Rajendran
• RE: "Hydrovac" for pier construction, Polhemus, Bill
• RE: Seismic Response Spectrum, Rich Lewis
• Re: "Hydrovac" for pier construction, Daryl Richardson
• RE: "Hydrovac" for pier construction, Padmanabhan Rajendran
• RE: "Hydrovac" for pier construction, Padmanabhan Rajendran
• Wind Loads World Wide, Gray Hodge
• Re: Sag-rod effectiveness?, rakamaka
• RE: Seismic Response Spectrum, seaint03
• Re: Braced Basement Wall with Composite Floor, gtg740p
• RE: Wind Loads World Wide, Gunnar H. Isleifsson
• Evaluating Damaged Box Girder, Peterson Brian A PSNS C900
• Re: Evaluating Damaged Box Girder, Christopher Wright
• RE: Sag-rod effectiveness?, dave lowen
• Re: "Hydrovac" for pier construction, Daryl Richardson

Thu May 25 00:42:48 GMT 2006

• Thermal ranges for expansion, David Merrick
• Purlin- which one is better?, Sunil Thengale
• DENTED BOX GIRDER, ASC
• RE: Thermal ranges for expansion, Nels Roselund
• Re: Sag-rod effectiveness?, Paul Ransom
• RE: Purlin- which one is better?, Conrad
• Re: Sag-rod effectiveness?, Paul Ransom
• Plated Wood Truss Responsibilities, Dennis Wish
• Re: Thermal ranges for expansion, epsdryair
• RE: DENTED BOX GIRDER, Huffman, Sharlie TRAN:EX
• Re: Plated Wood Truss Responsibilities, Jordan Truesdell, PE
• Re: Plated Wood Truss Responsibilities, bcainse
• RE: DENTED BOX GIRDER, Sharlie . Huffman
• Re: Plated Wood Truss Responsibilities, Jordan Truesdell, PE
• Re: Plated Wood Truss Responsibilities, David Smith
• Re: Thermal ranges for expansion, Robert Kazanjy
• 1950's structural steel strength and rivet capacity, jerold taylor

Fri May 26 00:25:19 GMT 2006

• RE: 1950's structural steel strength and rivet capacity, dave lowen
• Re: 1950's structural steel strength and rivet capacity, Neil Moore
• Re: Plated Wood Truss Responsibilities, Raymond Shreenan
• Request, AYUB ELAHI
• Re: Plated Wood Truss Responsibilities, Gary Hodgson & Associates
• RE: Request, Casey K. Hemmatyar
• termperature range resourse, David Merrick
• RE: Request, Deardorff, Mark
• FL PE Required, John Whitty
• Request, John Riley
• Re: Request, bcainse

Sat May 27 06:15:30 GMT 2006

• Diaphragm, Ashraf, Mohammed \(Qatar\)
• RE: Diaphragm, Gerard Madden, SE
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Plated Wood Truss Responsibilities, Dennis Wish
• RE: RE: Diaphragm, Chung-Soo Doo
• RE: Diaphragm, Harold Sprague

Sun May 28 00:10:54 GMT 2006

• RE: Diaphragm, Gerard Madden, SE
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Diaphragm, Stanley E Scholl
• RE: Diaphragm, Gerard Madden, SE
• RE: termperature range resourse, Conrad
• Re: termperature range resourse, Rhkratzse
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Plated Wood Truss Responsibilities, Paul Ransom

Mon May 29 08:20:27 GMT 2006

• Use of Stair Tower, The Best Always
• Re: Sag-rod effectiveness?, Gary L. Hodgson and Assoc.
• Re: Diaphragm, Gary L. Hodgson and Assoc.
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Plated Wood Truss Responsibilities, Gary L. Hodgson and Assoc.
• Re: Diaphragm, Gary L. Hodgson and Assoc.
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Diaphragm, Daryl Richardson
• 0ne pill brings l0ads 0f pleasure, Myron
• Aff0rdable medicine directly fr0m manufacturer, Natalia
• Cheap pils - lots of satisfaction!, David
• Doctor recommendations, Blair
• 0nline pharmaceutics consultations, Jean
• Never better cant be f0und., Rosanne
• I fOund nice meds(--nospam--at)pills.by, Jessie
• L00king health?, Marcelino
• save your wallet use ch3ap qual1ty meds and p i1ls, Rolland
• cheap medicine - wOrthy effect, Brady
• Want tO please yOur woman? u can dO it!, Tasha
• WOman wants man is able, Elias
• b4d health - I knOw how tO help, Lorrie
• Spring Acti0n! Prices as l0wer as never! pills(--nospam--at)meds.org, Lynda
• save your wallet use ch3ap qual1ty meds and p i1ls, Fred
• The cheapest medicine there!, Jill
• Stop smoke! Here is the way for healthy life, Burl
• Never better cant be found., Olen
• Make yOur girlfriend happy, man health Offers fOr a lOw price., Mona
• PeOple are different; we care fOr all Of them, Carole
• Cheap tabs - lOts of satisfaction!, Laura
• N0w 40% cheaper, buy tabs and y0ur woman will be happy, Gabriel
• Take advantag3 0f cheap pills, Garrett
• Drift Criteria / Cracking - Wind Loads, Anantha Narayan C.K.
• Importance Factor, Lakhani, Sid

Tue May 30 03:32:50 GMT 2006

• Re: Drift Criteria / Cracking - Wind Loads, Scott Maxwell
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• AASHTHO, Ashraf, Mohammed \(Qatar\)
• Re: Drift Criteria / Cracking - Wind Loads, Anantha Narayan C.K.
• Re: Diaphragm, Gary L. Hodgson and Assoc.
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Re: Plated Wood Truss Responsibilities, Paul Ransom
• USGS Website, J. Smart
• Re: Diaphragm, Daryl Richardson
• RE: USGS Website, amanipula
• RE: Use of Stair Tower, David Maynard
• Re: Diaphragm, Drew Morris
• special inspector, eglcivilengineer
• Re: Diaphragm, Jnapd
• Lag screws in Microlam and Paralam, jascopac
• Lag screws in Microlam and Paralam, Ed . Haninger
• OT: Acrophobia, Michel Blangy
• Re: special inspector, S. Gordin
• RE: Acrophobia, Mark E. Deardorff
• RE: Acrophobia, David Fisher
• Re: Acrophobia, S. Gordin
• Re: Lag screws in Microlam and Paralam, Daryl Richardson
• "Decoration Day" [WAS: Lag screws...], Polhemus, Bill
• Re: Lag screws in Microlam and Paralam, Jordan Truesdell, PE
• Re: Lag screws in Microlam and Paralam, bcainse
• Re: Acrophobia, bcainse
• RE: "Decoration Day" [WAS: Lag screws...], David Fisher
• RE: Acrophobia, Michel Blangy
• RE: Lag screws in Microlam and Paralam, Paul Feather
• Lag screws in Microlam and Paralam, Tom . Hunt
• FW: "Decoration Day" [WAS: Lag screws...], David Fisher
• RE: [SPAM] Re: Column to Column via End Plate, David Maynard
• Typical Day for a Sith Lord, Polhemus, Bill
• Re: Drift Criteria / Cracking - Wind Loads, Scott Maxwell

Wed May 31 01:03:02 GMT 2006

• RE: [SPAM] Re: Column to Column via End Plate, Bill Allen
• Re: [SPAM] Re: Column to Column via End Plate, BCainse
• Re: Column to Column via End Plate, Nels Roselund
• Re: [SPAM] Re: Column to Column via End Plate, Rhkratzse
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• RE: Adoption of 1997 UBC (was: [SPAM] Re: Column to Column via End Plate), Bill Allen
• Engineers Required, Vineet Aggarwal
• Re: Use of Stair Tower, Syed A Masroor
• Re: Diaphragm, Gary L. Hodgson and Assoc.
• Re: Plated Wood Truss Responsibilities, Gary L. Hodgson and Assoc.
• RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
• Fw: [TV-Tech] Engineering Opening, James Cohen
• Fw: [TV-Tech] Engineering Opening, rortizr
• RE: [TV-Tech] Engineering Opening, Polhemus, Bill
• Fw: [TV-Tech] Engineering Opening, Tom . Hunt
• Is ASCE Competing Against Us?, Polhemus, Bill
• Fw: [TV-Tech] Engineering Opening, Ed . Haninger
• RE: Drift Criteria / Cracking - Wind Loads, Harold Sprague
• Re: Is ASCE Competing Against Us?, hotmail.com
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• Re: Is ASCE Competing Against Us?, James Cohen
• Re: Is ASCE Competing Against Us?, hotmail.com
• Re: Is ASCE Competing Against Us?, rortizr
• RE: Is ASCE Competing Against Us?, Sherman, William
• Re: Is ASCE Competing Against Us?, Tom . Hunt
• RE: Staad loading, Trib K Mittra
• Re: Is ASCE Competing Against Us?, Ed . Haninger
• Spring ActiOn! Prices as lOwer as never! pills(--nospam--at)meds.info, Sterling

Thu Jun 01 14:51:12 GMT 2006

• RE: [TV-Tech] Engineering Opening, Xin, Yuxiang \(UMR-Student\)
• Not a Structural Question, but maybe someone on this list can help, Bill Allen
• canopy wind uplift, Joe Grill
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• RE: Not a Structural Question, but maybe someone on this list can help, Ben Yousefi
• RE: Not a Structural Question, but maybe someone on this list can help, rortizr
• Ph.D. Candidate (Structural), Seeking Employment, Xin, Yuxiang \(UMR-Student\)
• RE: canopy wind uplift, Michelle Motchos
• RE: Not a Structural Question, but maybe someone on this list can help, Ed . Haninger
• Re: canopy wind uplift, Padmanabhan Rajendran
• ipe wood, Mark D. Baker
• RE: Is ASCE Competing Against Us?, Scott Maxwell
• Re: ipe wood, Tripp Howard
• Re: ipe wood, Scott Maxwell
• RE: ipe wood, Mark D. Baker
• New Mech, Units on Existing Joist Roof, Rich Lewis
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• Re: Is ASCE Competing Against Us?, Jordan Truesdell, PE
• Re: ipe wood, Jordan Truesdell, PE
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• RE: Is ASCE Competing Against Us?, Caldwell, Stan
• RE: Is ASCE Competing Against Us?, Michel Blangy
• RE: Is ASCE Competing Against Us?, Scott Maxwell
• RE: New Mech, Units on Existing Joist Roof, Nuttall, Davin J.
• Re: Is ASCE Competing Against Us?, bcainse
• Re: Is ASCE Competing Against Us?, Scott Maxwell
• RE: New Mech, Units on Existing Joist Roof, Ed . Haninger
• RE: Is ASCE Competing Against Us?, Mark E. Deardorff
• RE: Is ASCE Competing Against Us?, Josh Comfort
• RE: Is ASCE Competing Against Us?, Deardorff, Mark
• RE: Is ASCE Competing Against Us?, Neil Moore
• RE: Is ASCE Competing Against Us?, Mark E. Deardorff
• Steel Plate, Tom Skaggs
• [no subject], Avicpeng
• Re: (no subject), Jnapd

Fri Jun 02 00:24:43 GMT 2006

• Re: (no subject), Avicpeng
• Re: (no subject), Jnapd
• Re: Is ASCE Competing Against Us?, Rhkratzse
• RE: Is ASCE Competing Against Us?, Scott Maxwell
• Re: Is ASCE Competing Against Us? [Masters or not], Rhkratzse
• RE: Is ASCE Competing Against Us?, Scott Maxwell
• RE:, Nels Roselund
• Re:, Avicpeng
• Re: (no subject), Avicpeng
• Re: Steel Plate, Christopher Wright
• Re: Is ASCE Competing Against Us? [Masters or not], Jordan Truesdell, PE
• Seas0n sales! Cheap tabs!, Roberta
• Re: Engineers Required, Mr sadanand ojha
• Try 0ur pills. Interesting offers, Tracy
• RE: Is ASCE Competing Against Us?, Jim Getaz
• Take advantag3 of cheap pills, Raphael
• b4d health - I knOw how tO help, Jill
• Take advantag3 0f cheap pills, Chuck
• Aff0rdable medicine directly fr0m manufacturer, Constance
• Now 40% cheaper, buy tabs and your woman will be happy, Carlos
• Spring Acti0n! Prices as l0wer as never! pills(--nospam--at)meds.info, Agustin
• Cheap pils - l0ts of satisfaction!, Diann
• Take advantag3 of cheap pills, Joseph
• f0und affordable medication prices, Summer
• Never better cant be f0und., Monte
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• StOp waste yOur mOney nOw cheap pills same result, Madelyn
• Never better cant be found., Elsie
• Aff0rdable medicine directly from manufacturer, Margret
• save yOur wallet use ch3ap qual1ty meds and p i1ls, Marty
• SPAM, Stuart, Matthew
• RE: SPAM, Jason Christensen
• RE: SPAM, Gerard Madden, SE
• RE: SPAM, Mark E. Deardorff
• RE: SPAM, Stuart, Matthew
• Want to please your woman? Buy pils!, Erik
• RE: SPAM, Mark E. Deardorff
• G00d c0nditi0ns f0r pills purchase, Kris
• RE: SPAM, Michelle Motchos
• Seas0n sales! Cheap tabs!, Eileen
• The best tabs for men health by lower prices!, Cory
• WOman wants man is able, Savannah
• found aff0rdable medicati0n prices, Cameron
• f0und affOrdable medicatiOn prices, Harvey
• Cheap tabs - lOts of satisfaction!, Verna
• Affordable medicine directly from manufacturer, Autumn
• RE: canopy wind uplift, Joe Grill
• RE: SPAM, Casey K. Hemmatyar
• Re: SPAM, Gerard Madden, SE
• RE: SPAM, Michel Blangy
• RE: SPAM, Mark E. Deardorff
• Re: Take advantag3 0f cheap pills, Jnapd
• RE: SPAM, Scott Maxwell
• RE: Take advantag3 0f cheap pills, Michel, Greg
• RE: SPAM, Randy Vogelgesang S.E.
• RE: Not a Structural Question, but maybe someone on this list can help, Joe Grill
• Re: SPAM, Jordan Truesdell, PE
• Re: SPAM, bcainse
• GL beam strengthening, Joe Grill
• RE: Not a Structural Question, but maybe someone on this list can help, Bill Allen
• Re: GL beam strengthening, Stanley E Scholl
• RE: GL beam strengthening, Joe Grill
• Re: GL beam strengthening, Dave Gaines

Sat Jun 03 00:48:54 GMT 2006

• Re: SPAM, Scott Maxwell
• Re: GL beam strengthening, Scott Maxwell
• RE: SPAM Yahoo filter, Jim Wilson
• Re: SPAM, Jnapd
• Re: GL beam strengthening, Joseph Grill
• Re: GL beam strengthening, Scott Maxwell
• Re: GL beam strengthening, Gerard Madden, SE
• Re: Take advantag3 0f cheap pills, Robert Kazanjy
• Re: Grout/Mortar in CMU, Rand W Holtham
• Re: GL beam strengthening, IRV FRUCHTMAN
• RE: GL beam strengthening, Bill Allen
• Re: SPAM, ECVAl3
• Re: SPAM, Robert Kazanjy
• Re: GL beam strengthening, Dave Gaines
• Spam, Jared Keyser
• Re: SPAM, Paul Ransom
• Re: SPAM, Dennis Wish
• RE: SPAM, David L. Fisher

Sun Jun 04 06:45:22 GMT 2006

• Test, Dennis Wish

Mon Jun 05 22:06:17 GMT 2006

• RE: Spam, Polhemus, Bill
• Re: built-up wood beam, Gary L. Hodgson and Assoc.
• Re: Ph.D. Candidate (Structural), Seeking Employment, Jun Navaro
• RC Shearwall for Highrise Building, The Best Always
• Test, Mark E. Deardorff
• URM Sesimic Retrofit Construction Notes, Alfonso Quilala
• Wind loading with axial forces on steel studs, Drew Morris
• GL beam strengthening, AWC Info
• RE: SPAM, dave lowen
• RE: Wind loading with axial forces on steel studs, Terangue Gillham
• RE: Test (fwd), Scott Maxwell
• Re: built-up wood beam, bcainse
• RE: Wind loading with axial forces on steel studs, Haan, Scott M POA
• Re: Wind loading with axial forces on steel studs, Drew Morris
• Re: FW: built-up wood beam, Timothy Allison
• RE: Wind loading with axial forces on steel studs, Garner, Robert
• Replace built-up wood beam, Dave Gaines
• RE: Wind loading with axial forces on steel studs, Terangue Gillham

Tue Jun 06 04:09:36 GMT 2006

• Re: built-up wood beam, Stanley E Scholl
• Re: built-up wood beam, Daryl Richardson
• column sway, Ravinath M.
• RE: column sway, Ashraf, Mohammed \(Qatar\)
• Column sway, Ravinath M.
• Re: built-up wood beam, Gary L. Hodgson and Assoc.
• Re: FW: built-up wood beam, Gary L. Hodgson and Assoc.
• RE: built-up wood beam, Kevin Below
• Re: Bulldog Grip built-up wood beam, Dave Gaines
• Signing for built-up wood beam, Dave Gaines
• RE: built-up wood beam, Scott Maxwell
• RE: Replace built-up wood beam, Bill Allen
• RE: Bulldog Grip built-up wood beam, Chuck Ritter
• Kung-Fu Grip built-up wood beam, Polhemus, Bill
• RE: Test (fwd), Polhemus, Bill
• Re: FW: FW: built-up wood beam, Timothy Allison
• Re: built-up wood beam, James Cohen
• Re: built-up wood beam, bcainse
• Re: GL beam strengthening, ENGRLAINES
• RE: GL beam strengthening, Eli Grassley
• Lag bolt value from NDS Report 12, Joe Grill
• RE: GL beam strengthening, Bill Allen
• Re: GL beam strengthening, Neil Moore
• Re: built-up wood beam, rortizr
• Re: GL beam strengthening, Jnapd
• RE: Lag bolt value from NDS Report 12, Nels Roselund
• Wanted: Structural Engineers/Designers, Casey K. Hemmatyar

Wed Jun 07 11:51:22 GMT 2006

• Re: Signing for built-up wood beam, Gary L. Hodgson and Assoc.
• Help! URM Notes, Alfonso Quilala
• RE: Stage lighting Support Structure, Sklar, Mitch
• RE: Stage lighting Support Structure, rortizr
• RE: GL beam strengthening, AWC Info
• Re: Stage lighting Support Structure, James Cohen
• Re: Stage lighting Support Structure, James Cohen
• Re: Stage lighting Support Structure, Ed . Haninger
• Re: Stage lighting Support Structure, Ed . Haninger
• Re: Stage lighting Support Structure, rortizr
• RE: Stage lighting Support Structure, Sklar, Mitch
• Good to hear from you Joe, Dave Gaines
• RE: Stage lighting Support Structure, Ed . Haninger
• RE: Stage lighting Support Structure, Ed . Haninger
• Re: Good to hear from you Joe, Jnapd
• Re: Good to hear from you Joe, Jordan Truesdell, PE
• RE: Good to hear from you Joe, amanipula
• RE: Good to hear from you Joe, David Fisher
• RE: Good to hear from you Joe, Dave and...., Casey K. Hemmatyar
• Re: Good to hear from you Joe, Rhkratzse
• Fw: Imminent landslide risk in Kashmir, James Cohen
• Fw: Imminent landslide risk in Kashmir, Ed . Haninger
• Re: Strengthening existing glulam, Dan Morrow
• HSS column splice, Joe Grill
• Re: Good to hear from you Joe, Dave Gaines
• Re: FPW - HSS column splice, Dave Gaines
• RE: FPW - HSS column splice, Joe Grill
• RE: HSS column splice, Bill Allen
• RE: HSS column splice, Joe Grill
• RE: HSS column splice, dave lowen
• RE: HSS column splice, Harold Sprague
• RE: HSS column splice, Bill Allen
• RE: HSS column splice, Bill Allen
• RE: HSS column splice, dave lowen

Thu Jun 08 00:16:55 GMT 2006

• ASCE / IBC wind, Paul Feather
• RE: ASCE / IBC wind, Barry H. Welliver
• Re: ASCE / IBC wind, Rhkratzse
• Re: Strengthening existing glulam, Ganesh Thiagarajan
• Re: HSS column splice, Gary L. Hodgson and Assoc.
• RE: ASCE / IBC wind, David Adie
• Re: HSS column splice, Will Haynes
• RE: HSS column splice, Joe Grill
• Re: HSS column splice, Daryl Richardson
• RE: HSS column splice, Joe Grill
• Re: HSS column splice, Will Haynes
• RE: ASCE / IBC wind, Richard L. Hess
• RE: ASCE / IBC wind, Dave Adams
• RE: ASCE / IBC wind, Ben Yousefi
• RE: ASCE / IBC wind, Chance, Acie
• RE: ASCE / IBC wind, Ed . Haninger
• RE: ASCE / IBC wind, Paul Feather
• HSS column splice, Michael Hemstad
• RE: ASCE / IBC wind, Mark E. Deardorff
• RE: ASCE / IBC wind, Neil Moore
• OOPS !!, Caldwell, Stan
• RE: OOPS !!, Garner, Robert
• Torsion due to wind, Anantha Narayan C.K.
• Re: OOPS !!, Rhkratzse
• RE: OOPS !!, Chance, Acie
• notes in general notes, Joe Grill
• Re: ASCE / IBC wind, Daryl Richardson
• RE: notes in general notes, Barry Welliver
• RE: notes in general notes, Joe Grill
• RE: notes in general notes, Wesley Werner
• RE: ASCE / IBC wind, Barry Welliver
• RE: notes in general notes, Ed . Haninger
• Re: OOPS !!, Rhkratzse
• RE: OOPS !!, dave lowen
• Re: OOPS !!, bcainse

Fri Jun 09 01:46:21 GMT 2006

• NCEES Struc II Exam, Eric Tompos
• RE: notes in general notes, Mark Gilligan
• Re: notes in general notes, Scott Maxwell
• Re: NCEES Struc II Exam, Scott Maxwell
• RE: notes in general notes, Scott Maxwell
• Rebar Shop Drawings, Adam Vakiener
• Re: Rebar Shop Drawings, Will Haynes
• RE: Rebar Shop Drawings, David L. Fisher
• RE: ASCE / IBC wind, Robert Jonkman
• Dallas to Calatrava: Redesign within the Budget, Caldwell, Stan
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
• ACI Code 318 in PDF-CD to Members ???, Pedro Muñoz
• RE: ACI Code 318 in PDF-CD to Members ???, Carter, Charlie
• Ivany Block, CanitzCF
• Re: ACI Code 318 in PDF-CD to Members ???, Jordan Truesdell, PE
• RE: ACI Code 318 in PDF-CD to Members ???, Polhemus, Bill
• RE: Dallas to Calatrava: Redesign within the Budget, Barry Welliver
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• holdown at sherwall intersection, Eliseo Arellano
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
• Re: Ivany Block, Jordan Truesdell, PE
• Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
• RE: holdown at sherwall intersection, Eli Grassley
• Re: Dallas to Calatrava: Redesign within the Budget, Suresh Acharya
• RE: Dallas to Calatrava: Redesign within the Budget, Paul Feather
• Re: ASCE / IBC wind, Scott Maxwell
• RE: Dallas to Calatrava: Redesign within the Budget, David Fisher
• Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
• RE: Dallas to Calatrava: Redesign within the Budget, David Fisher
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• waterstops in slab, Joe Grill
• RE: Dallas to Calatrava: Redesign within the Budget, David Fisher
• Partition Load in UBC 1970, Bhairavi
• Re: Partition Load in UBC 1970, hotmail.com
• Re: Re: Partition Load in UBC 1970, Bhairavi
• Re: Partition Load in UBC 1970, bcainse
• Fwd: Partition Load in UBC 1970, bcainse
• Re: RE: holdown at sherwall intersection, bruckmandesign
• Re: Fwd: Partition Load in UBC 1970, Bhairavi
• RE: Dallas to Calatrava: Redesign within the Budget, dave lowen

Sat Jun 10 00:06:35 GMT 2006

• RE: Dallas to Calatrava: Redesign within the Budget, Josh Comfort
• RE: Dallas to Calatrava: Redesign within the Budget, dave lowen
• Re: Dallas to Calatrava: Redesign within the Budget, Drew Morris
• RE: Dallas to Calatrava: Redesign within the Budget, David L. Fisher
• Subject: Re: HSS column splice, Pinyon Engineering
• RE: Bulldog Grip built-up wood beam, Kevin Below

Sun Jun 11 01:36:13 GMT 2006

• ASCE / IBC wind, John Riley
• Re: Partition Load in UBC 1970, John Riley
• Re: Dallas to Calatrava: Redesign within the Budget, Gerard Madden, SE
• Re: Dallas to Calatrava: Redesign within the Budget, Gerard Madden, SE
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• Natural Frequency of a Noncomposite Floor System, Brian S Bossley
• RE: built-up wood beam, j1
• RE: Natural Frequency of a Noncomposite Floor System, Carter, Charlie
• Strengthening existing glulam, j1
• Re: Strengthening existing glulam, SIMON BATCHELOR
• Re: Strengthening existing glulam, SIMON BATCHELOR
• RE: Natural Frequency of a Noncomposite Floor System, John Riley
• RE: waterstops in slab, Gary Loomis

Mon Jun 12 02:31:05 GMT 2006

• RE: holdown at sherwall intersection, Eliseo Arellano
• Composite structure nat'l frequency, ASC
• RE: Natural Frequency of a Noncomposite Floor System, Brian S Bossley
• RE: Dallas to Calatrava: Redesign within the Budget - Now Way OT, Jim Getaz
• RE: waterstops in slab, Sherman, William
• Re: Ivany Block, Kipp Martin
• RE: Natural Frequency of a Noncomposite Floor System, Carter, Charlie
• RE: waterstops in slab, Joe Grill
• Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Drew Morris
• RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, dfisher(--nospam--at)fpse.com
• RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
• RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Michel Blangy
• RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, dfisher(--nospam--at)fpse.com
• Re: First Stripes reference on Seaint was re:Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
• OT. Excel for 2006 FIFA World CUP, Casey K. Hemmatyar
• RE: OT. Excel for 2006 FIFA World CUP, Casey K. Hemmatyar
• Re: First Stripes reference on Seaint was re:Dan Quayle was Re: Dallasto Calatrava: Redesign within the Budget, dfisher(--nospam--at)fpse.com
• Re: OT. Excel for 2006 FIFA World CUP, John Riley
• RE: OT. Excel for 2006 FIFA World CUP, John Riley
• RE: Strengthening existing glulam, Michel Blangy
• Re: OT. Excel for 2006 FIFA World CUP, bcainse
• RE: OT. Excel for 2006 FIFA World CUP, Michel Blangy

Tue Jun 13 00:50:46 GMT 2006

• RE: Natural Frequency of a Noncomposite Floor System, Ashraf, Mohammed \(Qatar\)
• Wood Truss and Purlin Connections, Terangue Gillham
• Slab column stiffness, Anantha Narayan C.K.
• Nailed Wood Truss and Purlin Connections, Dave Gaines
• Vish's jottings, G Vishwanath
• RE: Vish's jottings, Ashraf, Mohammed \(Qatar\)
• RE: Nailed Wood Truss and Purlin Connections, Terangue Gillham
• RE: Vish's jottings, Polhemus, Bill
• RE: Vish's jottings, Polhemus, Bill
• RE: OT. Excel for 2006 FIFA World CUP, Casey K. Hemmatyar
• Re: Nailed Wood Truss and Purlin Connections, Dave Gaines
• Re: Re: Nailed Wood Truss and Purlin Connections, bruckmandesign
• RE: Tack-welding nuts of high strength bolts, Cummings, Thomas J.
• Re: Tack-welding nuts of high strength bolts, S. Gordin
• Tack-welding nuts of high strength bolts, Garner, Robert
• Re: Tack-welding nuts of high strength bolts, Christopher Wright
• RE: Nailed Wood Truss and Purlin Connections, Michel Blangy
• Double nut, high strength bolts, Dave Gaines
• Tension rod bracing, Drew Morris
• Tension rod bracing displacment, Dave Gaines
• Tack Welding of Nuts, Garner, Robert
• Re: Tack Welding of Nuts, Christopher Wright
• RE: OT. Excel for 2006 FIFA World CUP, Polhemus, Bill
• 2006 FIFA World Cup: Who Cares?, Caldwell, Stan
• Re: 2006 FIFA World Cup: Who Cares?, Anantha Narayan C.K.
• RE: Nailed Wood Truss and Purlin Connections, Terangue Gillham
• Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
• Calatrava is Spanish for "Over Budget", Caldwell, Stan
• Re: FW: 2006 FIFA World Cup: Who Cares?, Timothy Allison
• RE: FW: 2006 FIFA World Cup: Who Cares?, Josh Comfort
• Re: FW: FW: 2006 FIFA World Cup: Who Cares?, Timothy Allison
• RE: FW: FW: 2006 FIFA World Cup: Who Cares?, Josh Comfort

Wed Jun 14 00:04:57 GMT 2006

• Re: FW: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
• Re: 2006 FIFA World Cup: Who Cares?, Gary L. Hodgson and Assoc.
• RE: 2006 FIFA World Cup: Who Cares?, Polhemus, Bill
• Snow Drift and Importance Factor, Wesley Werner
• Strengthening Existing glulam, j1
• Re: 2006 FIFA World Cup: Who Cares?, Jordan Truesdell, PE
• Active Pressure Coefficient of..., Polhemus, Bill
• RE: 2006 FIFA World Cup: Who Cares?, Polhemus, Bill
• Re: Active Pressure Coefficient of..., Jordan Truesdell, PE
• RE: Active Pressure Coefficient of..., Stefan Reumers
• RE: Active Pressure Coefficient of..., Polhemus, Bill
• Re: Active Pressure Coefficient of..., Neil Moore
• RE: Active Pressure Coefficient of..., Polhemus, Bill
• RE: 2006 FIFA World Cup: Who Cares?, David Topete
• Re: Active Pressure Coefficient of..., S. Gordin
• RE: 2006 FIFA World Cup: Who Cares?, Polhemus, Bill
• RE: Active Pressure Coefficient of..., Polhemus, Bill
• Re: Active Pressure Coefficient of..., bcainse
• Re: Snow Drift and Importance Factor, Drew Morris
• RE: 2006 FIFA World Cup: Who Cares?, David Topete
• RE: 2006 FIFA World Cup: Who Cares?, David Topete
• Re: Active Pressure Coefficient of..., Jordan Truesdell, PE
• Metal Building Expert, Stuart, Matthew
• Virginia Tech Short Course - 10/18 thru 10/20 - Advance Design of Wood Structures, Dennis Wish
• RE: Tack-welding nuts of high strength bolts, Harold Sprague

Thu Jun 15 00:22:17 GMT 2006

• RE: Tension rod bracing, Harold Sprague
• Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
• Re: 2006 FIFA World Cup: Who Cares?, Gary L. Hodgson and Assoc.
• RE: 2006 FIFA World Cup: Who Cares?, dave lowen
• Vish's jottings sent to those who asked., G Vishwanath
• RE: 2006 FIFA World Cup: Who Cares?, Polhemus, Bill
• RE: Tension rod bracing, Haan, Scott M POA
• Re: 2006 FIFA World Cup: Who Cares?, S. Gordin
• Re: 2006 FIFA World Cup: Who Cares?, David Topete
• Keynote reference standards - classification numbers, Dennis Wish
• Re: 2006 FIFA World Cup: Who Cares?, Padmanabhan Rajendran
• Reducing ACAD file size, Dennis Wish
• Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
• RE: Tension rod bracing, Harold Sprague
• Re: Reducing ACAD file size, Mlcse
• RE: Reducing ACAD file size, Eli Grassley
• RE: Reducing ACAD file size, Barry Welliver
• RE: Reducing ACAD file size, Barry Welliver

Fri Jun 16 08:00:30 GMT 2006

• Re: Tension rod bracing, Syed A Masroor
• Re: Tension rod bracing, Ganesh Thiagarajan
• Hurricane and Multi-batch, G Vishwanath
• Re: Hurricane and Multi-batch, Jordan Truesdell, PE
• Cricket Explained, Kipp Martin
• f0und affordable medication prices, Melisa
• Re: Tension rod bracing, Himat Solanki
• double angle vs starred (cruciform) angle, raincat1
• Re: Cricket Explained, Anantha Narayan C.K.
• Re: Cricket Explained, Gerard Madden, SE
• FIFA World Cup: Who Cares, Craig Hawe
• Concrete water damage, Paul Feather
• Re: Cricket Explained, Anantha Narayan C.K.
• Re: Concrete water damage, sscholl2(--nospam--at)juno.com
• Re: Concrete water damage, bcainse
• Re: Concrete water damage, James Cohen
• Re: Concrete water damage, Ed . Haninger
• welding nuts follow-up, S. Gordin
• RE: double angle vs starred (cruciform) angle, Harold Sprague
• Re: welding nuts follow-up, Paul Blomberg
• Re: built-up wood beam, Ed . Haninger

Sat Jun 17 00:22:38 GMT 2006

• Re: Cricket Explained, Gerard Madden, SE
• Re: Cricket Explained, Anantha Narayan C.K.
• Back in times- 1st concrete Skyscrapers, Ddumba Nathan
• Re: Cricket Explained, Christopher Wright
• RE: double angle vs starred (cruciform) angle, Neil Moore
• Re: Cricket Explained, Neil Moore
• Re: double angle vs starred (cruciform) angle, Christopher Wright
• Re: Cricket Explained, Christopher Wright
• Re: double angle vs starred (cruciform) angle, Syed A Masroor
• Re: double angle vs starred (cruciform) angle, John Riley
• Re: Concrete water damage, John Riley
• Re: double angle vs starred (cruciform) angle, G Vishwanath
• Re: double angle vs starred (cruciform) angle, Padmanabhan Rajendran
• Re: FIFA World Cup: Who Cares, Gary L. Hodgson and Assoc.
• Re: Cricket Explained, Gary L. Hodgson and Assoc.
• RE: Cricket Explained, Polhemus, Bill
• RE: Cricket Explained, Polhemus, Bill
• Re: Cricket Explained, Aswin Rangaswamy
• ISO-2394, G. Bunkers
• RE: Cricket Explained, Polhemus, Bill
• Re: Cricket Explained, Gerard Madden, SE
• RE: Cricket Explained, Polhemus, Bill
• Re: Cricket Explained, Gerard Madden, SE
• RE: Cricket Explained, dave lowen
• Re: Cricket Explained, Gerard Madden, SE

Sun Jun 18 00:02:22 GMT 2006

• RE: Cricket Explained, Padmanabhan Rajendran
• RE: Cricket Explained, Polhemus, Bill
• Re: Cricket Explained, Ray Pixley
• Re: Cricket Explained, Daryl Richardson
• Re: Tension rod bracing, Rhkratzse
• MBMA, Ravinath M.
• Re: Tension rod bracing, Ganesh Thiagarajan
• Re: MBMA, Paul Ransom
• WOman wants man is able, Raymond
• Make yOur girlfriend happy, man health Offers fOr a lOw price., Shirley
• Take advantag3 0f cheap pills, Desiree
• Try Our pills. Interesting offers, Ismael
• one pill brings loads of pleasure, Winston
• L00king health?, Molly
• Y0ur medicine is ready and waiting f0r y0u, Ian
• cheap medicine - w0rthy effect, Lacy
• I found nice meds(--nospam--at)pills.info, Randi
• Deck Ledger, Pinyon Engineering
• Make your girlfriend happy, man health offers for a low price., Vince
• The cheapest medicine there!, Pat
• Re: Tension rod bracing, Christopher Wright
• StOp waste yOur mOney nOw cheap pills same result, Rosa
• Amazing and cheap 0nline pharm(--nospam--at)cy.edu, Benny
• one pill brings loads of pleasure, Roxanne
• Save your money, buy pills there!, Javier
• NOw 40% cheaper, buy pils and yOur woman will be happy, Timmy
• Take advantag3 of cheap pills, Laurence
• Simple things review., Cary
• PeOple are different; we care fOr all Of them, Dominique
• Simple things review., Latoya
• Re: Tension rod bracing, Ganesh Thiagarajan
• Simple things review., Joesph
• PeOple are different; we care fOr all Of them, Jonathan
• L00king health?, Bianca
• Fw: The VeRost Boltable Anchor Plate, Russell VeRost
• Re: Confirm: `Fw: The VeRost Boltable Anchor Plate' received, RVEROST

Mon Jun 19 11:16:30 GMT 2006

• RES: FIFA World Cup: Who Cares, Mario Velez Nauer
• Re: Cricket Explained, Gary L. Hodgson and Assoc.
• Re: Cricket Explained, Gary L. Hodgson and Assoc.
• Re: Cricket Explained Again and Again, Gary L. Hodgson and Assoc.
• RE: Cricket Explained, Polhemus, Bill
• Fw: The VeRost Boltable Anchor Plate, Tom . Hunt
• RE: Cricket Explained Again and Again, Polhemus, Bill
• Deck Ledger, AWC Info
• Re: welding nuts follow-up, Roberts, Karen
• Fw: The VeRost Boltable Anchor Plate, Ed . Haninger
• Re: Fw: The VeRost Boltable Anchor Plate, chuck utzman
• Re: Fw: The VeRost Boltable Anchor Plate, S. Gordin
• Re: welding nuts follow-up, S. Gordin
• Re: Cricket Explained, Drew Morris
• RE: Cricket Explained, Reza Dashti Asl

Tue Jun 20 02:30:20 GMT 2006

• think you can beat me?, clintcpu
• Re: welding nuts follow-up, Jim Getaz
• RE: Cricket Explained, Polhemus, Bill
• Welding nuts follow-up, Nick Bassar
• Re: welding nuts follow-up, Daryl Richardson
• non structural - sports and that other football, akester
• Small office use of Autodesk Revit Structural, Dennis Wish
• RE: Active Pressure Coefficient of..., Joe Grill
• Re: welding nuts follow-up, chuck utzman
• RE: Cricket Explained, Anantha Narayan C.K.
• Re: welding nuts follow-up, Daryl Richardson
• Re: welding nuts follow-up, chuck utzman
• Re: welding nuts follow-up, Robert Kazanjy
• RE: Cricket Explained, Polhemus, Bill
• Welding Nuts, Garner, Robert
• Open building with pitched roof, Joe Grill
• RE: welding nuts follow-up, Mike Jones
• Maps of Known Active Fault Near-Source Zones in CA, Michel Blangy
• Re: Maps of Known Active Fault Near-Source Zones in CA, bcainse
• Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Michel Blangy
• RE: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Garner, Robert
• Re: Open building with pitched roof, Dave Gaines
• RE: Open building with pitched roof, Joe Grill
• Re: Maps of Known Active Fault Near-Source Zones in CA, Eliseo Arellano
• Re: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, bcainse
• Re: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, bcainse
• RE: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Mark E. Deardorff
• RE: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Mark E. Deardorff
• Re: Maps of Known Active Fault Near-Source Zones in CA, bcainse
• Re: Open building with pitched roof, Roger Davis
• RE: Open building with pitched roof, Joe Grill
• Re: Open building with pitched roof, Scott Maxwell
• RE: Open building with pitched roof, Joe Grill
• RE: Open building with pitched roof, Nels Roselund

Wed Jun 21 01:23:17 GMT 2006

• RE: Cricket Explained, Reza Dashti Asl
• Re: welding nuts follow-up, Robert Kazanjy
• RE: Cricket Explained, Neil Moore
• Re: Nut Keepers, or Welding Nuts, Jim Getaz
• RE: Cricket Explained, Polhemus, Bill
• RE: Cricket Explained ('cause we can't explain what happened to the Mavs), Polhemus, Bill
• Exposed Beam Roof Design, Dennis Wish
• Elocone nuts, Kevin Below
• Re: Exposed Beam Roof Design, Scott Maxwell
• RE: Nut Keepers, or Welding Nuts, Garner, Robert
• RE: Exposed Beam Roof Design, Polhemus, Bill
• RE: Open building with pitched roof, Joe Grill
• RE: Open building with pitched roof, Polhemus, Bill
• RE: Exposed Beam Roof Design, Dennis Wish
• RE: Small office use of Autodesk Revit Structural, Rich Lewis
• Another Canopy Wind Question, Joe Grill
• Another Canopy Wind Question, Joe Grill
• RE: Exposed Beam Roof Design, Scott Maxwell
• Results of National Student CE Competitions, Caldwell, Stan
• RE: Small office use of Autodesk Revit Structural, Mark Johnson
• RE: Results of National Student CE Competitions, dfisher(--nospam--at)fpse.com
• SeasOn sales! Cheap tabs!, Brigitte
• Re: Results of National Student CE Competitions, Neil Moore
• Re: Results of National Student CE Competitions, bcainse

Thu Jun 22 07:17:48 GMT 2006

• OT: E mail ids, G Vishwanath
• RE: wind loads on canopies, akester
• RE: Results of National Student CE Competitions, Kent Carlson - SHEARMAX
• Fire Resistance Ratings, gskwy
• Re: Fire Resistance Ratings, Jnapd
• Re: Fire Resistance Ratings, Daryl Richardson
• RE: Fire Resistance Ratings, Kestner, James W.
• Slab floor damage, ENGRLAINES
• RE: Results of National Student CE Competitions, Polhemus, Bill
• RE: Slab floor damage, Stuart, Matthew
• Re: Slab floor damage, S. Gordin
• RE: Slab floor damage, Joe Grill
• Re: Fire Resistance Ratings, Violeta Tihova
• RE: Slab floor damage, Stuart, Matthew

Fri Jun 23 01:18:51 GMT 2006

• Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Charley Hamilton
• RE: Exposed Beam Roof Design, Scott Maxwell
• Everyb0dy w0rking with sales, but we are w0rking with pe0ple, Caitlin
• YOur medicine is ready and waiting fOr yOu, Charity
• D0ct0r rec0mmendati0ns, Billy
• Cheap tabs - l0ts of satisfaction!, Christi
• cheap medicine - wOrthy effect, Reinaldo
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Stanley E Scholl
• RE: your pi11z r3quest, Robert
• One pill brings lOads Of pleasure, Keri
• cheap medicine - worthy effect, Marquis
• save y0ur wallet use ch3ap qual1ty meds and p i1ls, Scott
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Mlcse
• Pdf to dwg converter, G Vishwanath
• STUCCO AND WALLBOARD IN E-QUAKE, ASC
• The cheapest medicine there!, Lucien
• Amazing and cheap Online pharm(--nospam--at)cy.co, Josue
• N0w 40% cheaper, buy pils and y0ur woman will be happy, Aline
• Take advantag3 0f cheap pills, Scotty
• Being r1ch and healthy, much b3tter than poor and sick., Verna
• good meds solutiond firectly from manufacturer, Peggy
• Your medicine is ready and waiting for you, Kirby
• Good conditions for pills purchase, Cara
• EverybOdy wOrking with sales, but we are wOrking with peOple, Frieda
• b4d health - I kn0w how t0 help, Vaughn
• Looking health?, Jorge
• Save yOur mOney, buy pills there!, Camille
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: STUCCO AND WALLBOARD IN E-QUAKE, Bill Allen
• tile buckling- cracking, akester
• RE: Exposed Beam Roof Design, Chuck Ritter
• Re: RE: STUCCO AND WALLBOARD IN E-QUAKE, bruckmandesign
• Re: tile buckling- cracking, ENGRLAINES
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Dave Gaines
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Suresh Acharya
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), David Topete
• Frisco Highline Bridge burned, Bruce Holcomb
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Truitt Vance
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Stanley E Scholl
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Dave Adams
• Re: STUCCO AND WALLBOARD IN E-QUAKE, Stanley E Scholl
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), bcainse
• RE: STUCCO AND WALLBOARD IN E-QUAKE, T . W . Allen
• STUCCO AND WALLBOARD IN E-QUAKE, ggg
• Re: STUCCO AND WALLBOARD IN E-QUAKE, sscholl2
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), AmerRescue
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Rhkratzse
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: RE: STUCCO AND WALLBOARD IN E-QUAKE, Bill Allen
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
• SIMPLIFIED BASE SHEAR DESIGN, Eliseo Arellano
• RE: SIMPLIFIED BASE SHEAR DESIGN, Gustavo Franco
• RE: SIMPLIFIED BASE SHEAR DESIGN, Eli Grassley
• RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Truitt Vance
• RE: Small office use of Autodesk Revit Structural, Dennis Wish
• RE: Slab floor damage, Dennis Wish
• RE: Exposed Beam Roof Design, Dennis Wish
• RE: SIMPLIFIED BASE SHEAR DESIGN, Gustavo Franco
• RE: Frisco Highline Bridge burned, Robert E Shaw Jr

Sat Jun 24 00:04:35 GMT 2006

• Timber floor framing, Brian
• SIMPLIFIED BASE SHEAR DESIGN, Eliseo Arellano
• Re: RE: Small office use of Autodesk Revit Structural, bruckmandesign
• RE: SIMPLIFIED BASE SHEAR DESIGN, Ing. Jose Larrea
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), AmerRescue
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Gerard Madden, SE
• Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Robert Kazanjy
• Re: Slab floor damage, ENGRLAINES
• Heavy equipment on roof, Ashraf, Mohammed \(Qatar\)
• RE: RE: Small office use of Autodesk Revit Structural, Barry H. Welliver
• Retaining Wall for Fertilizer, Mark McCormick
• Re: RE: RE: Small office use of Autodesk Revit Structural, bruckmandesign
• Re: Heavy equipment on roof, Neil Moore
• Re: Retaining Wall for Fertilizer, Robert Kazanjy
• RE: RE: Small office use of Autodesk Revit Structural, Dennis Wish

Sun Jun 25 01:16:42 GMT 2006

• Re: SIMPLIFIED BASE SHEAR DESIGN, Jnapd
• RE: RE: Small office use of Autodesk Revit Structural, Barry H. Welliver
• Re: Heavy equipment on roof, Jnapd
• RE: Slab floor damage, Dennis Wish
• RE: Heavy equipment on roof, Ashraf, Mohammed \(Qatar\)
• Re: RE: RE: Small office use of Autodesk Revit Structural, bruckmandesign
• Dead+Seismic for heavy equipment on roof, Dave Gaines
• RE: wood floor framing, akester
• RE: Dead+Seismic for heavy equipment on roof, Michael Bryson

Mon Jun 26 01:35:25 GMT 2006

• PE Exam results, Bernard, Scott C.
• Re: Timber floor framing, Scott Maxwell
• RE: Dead+Seismic for heavy equipment on roof, Ashraf, Mohammed \(Qatar\)
• Re: Dead+Seismic for heavy equipment on roof, Mlcse
• Re: STUCCO AND WALLBOARD IN E-QUAKE, Stanley E Scholl
• Re: STUCCO AND WALLBOARD IN E-QUAKE, Robert Kazanjy
• RE: Exposed Beam Roof Design (fwd), Scott Maxwell
• re: wood deck flooring, akester
• property line situation, S. Gordin
• Re: Timber floor framing, Daryl Richardson
• Re: property line situation, Daryl Richardson
• RE: property line situation, Polhemus, Bill
• Re: property line situation, Jordan Truesdell, PE
• RE: wood floor framing, David Topete
• RE: property line situation, Mark E. Deardorff
• SIMPLIFIED BASE SHEAR DESIGN, Eliseo Arellano
• Re: property line situation, Robert Kazanjy
• Re: property line situation, Jordan Truesdell, PE
• Re: property line situation, S. Gordin
• RE: property line situation, Polhemus, Bill
• Re: property line situation, Tarek Mokhtar
• RE: SIMPLIFIED BASE SHEAR DESIGN, Eli Grassley
• Re: property line situation, bcainse
• RE: SIMPLIFIED BASE SHEAR DESIGN, Gary Grinstead
• RE: RE: Small office use of Autodesk Revit Structural, Yi Yang
• Re:Property line situation, S. Gordin
• Re: property line situation, S. Gordin
• Terror!, ECVAl3
• Re: Small office use of Autodesk Revit Structural, Jordan Truesdell, PE
• Pressure treated wood lagging, Raymond Shreenan
• convictions abroad..., David Topete
• RE: Pressure treated wood lagging, Nels Roselund
• RE: convictions abroad..., Polhemus, Bill
• Re: Terror!, S. Gordin
• San Bernadino wind speed, Sharon

Tue Jun 27 00:07:51 GMT 2006

• Re: Pressure treated wood lagging, Raymond Shreenan
• RE: San Bernadino wind speed, Paul Feather
• Re: Pressure treated wood lagging, Jordan Truesdell, PE
• Re: Terror!, Christopher Wright
• Re: San Bernadino wind speed, Lloyd Pack
• Re: San Bernadino wind speed, Jnapd
• ANSI/TIA-222-G-2005, G. Bunkers
• Re: Timber floor framing, Lloyd Pack
• RE: San Bernadino wind speed, Sharon
• RE: Timber floor framing, Joe Grill
• Re: ANSI/TIA-222-G-2005, Padmanabhan Rajendran
• RE: convictions abroad..., David Topete
• RE: Timber floor framing, David Topete
• Re: Timber floor framing, chuck utzman
• RE: Small office use of Autodesk Revit Structural, bruckmandesign
• Full height stud requirements in IRC2000/2003, Jordan Truesdell, PE
• RE: Timber floor framing, Lloyd Pack
• RE: SIMPLIFIED BASE SHEAR DESIGN, Pinyon Engineering
• Re: ANSI/TIA-222-G-2005, Drew Morris
• RE: Timber floor framing, Joe Grill
• Log Strucutres - IS-LOG document, Jordan Truesdell, PE
• Re: ANSI/TIA-222-G-2005, Ed . Haninger
• RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
• RE: Full height stud requirements in IRC2000/2003, Haan, Scott M POA
• Re: Full height stud requirements in IRC2000/2003, Daryl Richardson
• Re: ANSI/TIA-222-G-2005, Daryl Richardson
• Re: Re: Small office use of Autodesk Revit Structural, bruckmandesign
• RE: Small office use of Autodesk Revit Structural, Barry Welliver
• Re: RE: Small office use of Autodesk Revit Structural, bruckmandesign
• RE: Timber floor framing, Lloyd Pack
• Re: ANSI/TIA-222-G-2005, Scott Maxwell
• positive connection for wood beams to columns, Drew Morris

Wed Jun 28 02:34:38 GMT 2006

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• RE: positive connection for wood beams to columns, Michael Bryson
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• Spring ActiOn! Prices as lOwer as never! pills(--nospam--at)meds.co, Amber
• St0p sm0ke! Here is the way f0r healthy life, Lourdes
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• Re: Log Strucutres - IS-LOG document, Jordan Truesdell, PE
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• Wire web Steel Studs, Matt Melcher
• RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
• RE: positive connection for wood beams to columns, Haan, Scott M POA
• spam, S. Gordin
• Re: Log Strucutres - IS-LOG document, Jordan Truesdell, PE
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• Revision !!, Caldwell, Stan
• Re: Log Strucutres - IS-LOG document, Jordan Truesdell, PE
• RE: Dead+Seismic for heavy equipment on roof, Michael Bryson
• RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
• Re: spam, S. Gordin
• Town homes project pricing, Alexander \(Sasha\) Itsekson
• RE: Town homes project pricing, Joe Grill
• Town homes project pricing, Ed . Haninger
• Moment of Gyration, Caldwell, Stan
• Town homes project pricing, Tom . Hunt
• RE: Moment of Gyration, Collier, Randy
• Lateral Pressure by Fertilizer, hugh nicholl
• RE: Moment of Gyration, Tom . Hunt
• Re: Town homes project pricing, Neil Moore
• RE: Moment of Gyration, Ed . Haninger

Thu Jun 29 01:51:39 GMT 2006

• RE: Moment of Gyration, Markajohn
• Minimum spacing between water tanks on ground, Ashraf, Mohammed \(Qatar\)
• Town homes project pricing, Rand W Holtham
• RE: Moment of Gyration, Rand W Holtham
• Town homes project pricing, Trib K Mittra
• Re: Town homes project pricing, IRV FRUCHTMAN
• Did you know this?, G Vishwanath
• Re: Town homes project pricing, Jordan Truesdell, PE
• Re: Did you know this?, Jordan Truesdell, PE
• Re: Minimum spacing between water tanks on ground, bcainse
• Re: Town homes project pricing, bcainse
• Re: Did you know this?, bcainse
• Re: Did you know this?, Avicpeng
• Moment Connections, refugio rochin
• moment connections, refugio rochin
• Re: Town homes project pricing, Daryl Richardson
• RE: Did you know this?, Dean Briggs
• Re: Did you know this?, Kipp Martin
• Re: Did you know this?, refugio rochin
• Re: Did you know this?, Christopher Wright
• RE: Moment Connections, Chris Towne
• RE: Moment Connections, Michelle Motchos
• Re: Moment Connections, refugio rochin
• Re: Town homes project pricing, chuck utzman
• RE: Moment Connections, Chris Towne
• Re: Did you know this?, Padmanabhan Rajendran
• RE: Did you know this?, Garner, Robert
• Re: Did you know this?, refugio rochin
• RE: Moment of Gyration, Yang, Frank

Fri Jun 30 04:01:39 GMT 2006

• Re: Did you know this?, Scott Maxwell
• Re: Moment Connections, Scott Maxwell
• More on " Did you know this?", G Vishwanath
• RE: More on " Did you know this?", Polhemus, Bill
• RE: Moment of Gyration, Polhemus, Bill
• RE: Did you know this?, Polhemus, Bill
• RE: Town homes project pricing, Polhemus, Bill
• RE: Town homes project pricing, Polhemus, Bill
• RE: San Bernadino wind speed, Polhemus, Bill
• Re: Steel-Detail: More on " Did you know this?", G Vishwanath
• RE: Moment of Gyration, Polhemus, Bill
• RE: San Bernadino wind speed, Sharon
• Want t0 plEasE y0ur woman? u can d0 it!, Rickie
• RE: Town homes project pricing, Joe Grill
• RE: San Bernadino wind speed, Joe Grill
• EvErybody working with salEs, but wE arE working with pEoplE, Paul
• EvEryb0dy w0rking with salEs, but wE arE w0rking with pE0plE, Hilario
• online pharmaceutics consultations, Weston
• MakE y0ur girlfriEnd happy, man hEalth 0ffers f0r a l0w price., Sylvia
• Want to pl3as3 your woman? u can do it!, Cleo
• RE: Town homes project pricing, Garner, Robert
• Amazing and ch3ap 0nlin3 pharm(--nospam--at)cy.org, Clinton
• SavE yOur mOnEy, buy pills there!, Jerold
• Never better cant be found., Neal
• b4d health - I kn0w how t0 help, Corey
• Re: San Bernadino wind speed, Jnapd
• AffOrdablE mEdicinE dirEctly from manufacturEr, Brain
• Re: Town homes project pricing, Jnapd
• Re: More on " Did you know this?", Jnapd
• Your medicine is ready and waiting for you, Diego
• I tEst thEsE p1lls it's amazing!, Mauricio
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• Make yOur girlfriend happy, man health Offers fOr a lOw price., Ashley
• Good conditions for pills purchasE, Lavern
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• Re: More on " Did you know this?", refugio rochin
• The best pils f0r men health by l0wer prices!, Christian
• Re: More on " Did you know this?", ESG Design
• probl3ms with m3ds 3xp3nci3s, you Ar3 on right way, Kim
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• G00d c0nditi0ns f0r pills purchase, Deon
• I test these p1lls it's amazing!, Becky
• Make your girlfriend happy, man health offers for a low price., Gregory
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• Good conditions for pills purchase, Octavio
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• RE: San Bernadino wind speed, Paul Feather
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• ThE bEst pils f0r mEn hEalth by l0wEr pricEs!, Margery
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• RE: San Bernadino wind speed, Doug Mayer
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• Winos, was San Bernardino wind speed, Sharon
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• RE: Winos, was San Bernardino wind speed, Sharon
• Save y0ur budget, p0werful medicine for a l0w price., Norris
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• Re: Winos, was San Bernardino wind speed, Gerard Madden, SE
• Professional liability insurance (again), Ed . Haninger
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• Re: Winos, was San Bernardino wind speed, ECVAl3
• Re: Winos, was San Bernardino wind speed, Jnapd

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