SEAINT

 

INTRO

 

SEARCH
ARCHIVE

 

NEED
A BOOK?

 

2012
Jan-Dec

 

2011
Jan-Dec

 

2010
Jan-Dec

 

2009
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2008
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2007
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2006
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2005
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2004
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2003
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2002
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2001
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

2000
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

1999
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

1998
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

1997
Jan-Jun
Jul-Sep
Oct-Dec

1996
Jan-Jun
Jul-Dec

 

1995
Jul-Dec

 

HOME

Some recommendations...
 
 

 
 

---

SEAINT Mail Archive 2007 (Oct-Dec)

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...
 

---

Messages: 1389

Mon Oct 01 07:45:55 GMT 2007

• RE: Building codes in Dubai, UAE, Sunil Thengale
• Announcement of a Seminar on Blast Protection of Bridges, Abolhassan Astaneh-Asl
• RE: seaint Digest for 30 Sep 2007, ZhangMichael
• Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, seaint04
• RE: Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, Brian K. Smith
• RE: Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, Mark Remmetter
• RE: Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, Tom . Hunt
• SEISMIC: Seismic Factors for Qatar, bill
• Re: SEISMIC: Seismic Factors for Qatar, Neil Moore
• Re: SEISMIC: Seismic Factors for Qatar, bill
• RE: SEISMIC: Seismic Factors for Qatar, David Topete
• RE: SEISMIC: Seismic Factors for Qatar, Micayas, Julius

Tue Oct 02 02:48:19 GMT 2007

• Seminar on Blast Protection of Bridges, Abolhassan Astaneh-Asl
• re: tilt-up + PEMB, Andrew Kester, PE
• Stresscore, James Cohen
• Stresscore, Tom . Hunt
• Re: Stresscore, arshad vali

Wed Oct 03 03:13:48 GMT 2007

• Strenth and Stiffness of 1x diagonal floor sheathing??, Bill Allen
• Re: Strenth and Stiffness of 1x diagonal floor sheathing??, Robert Kazanjy
• Re: Strenth and Stiffness of 1x diagonal floor sheathing??, Chuck Utzman
• RE: Strenth and Stiffness of 1x diagonal floor sheathing??, Ehrlich, Gary
• RE: Strenth and Stiffness of 1x diagonal floor sheathing??, Bill Allen
• Re: Strenth and Stiffness of 1x diagonal floor sheathing??, IRV FRUCHTMAN
• Strenth and Stiffness of 1x diagonal floor sheathing??, AWC Info
• Good reference or explanatory notes/example on Seismic Load Calculation based on ASCE 7-05 for building as well as non building structures, Sanjay Verma
• Re: Good reference or explanatory notes/example on Seismic Load Calculation based on ASCE 7-05 for building as well as non building structures, Tom . Hunt
• RE: Good reference or explanatory notes/example on Seismic Load Calculation based on ASCE 7-05 for building as well as non building structures, Mark Deardorff
• RE: Strenth and Stiffness of 1x diagonal floor sheathing??, Bill Allen

Thu Oct 04 00:36:34 GMT 2007

• metal siding screwed to steel, Drew Morris
• UBC 1630.8.2.2.1.7 Bracing Load, Bill Allen
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Conrad Harrison
• RE: UBC 1630.8.2.2.1.7 Bracing Load, David Topete
• metal siding, Bob Freeman
• Re: tilt-up + PEMB, Paul Ransom
• RE: metal siding screwed to steel, Marlou Rodriguez
• RE: metal siding screwed to steel, Scott, William N
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Ed Najjarine, SE
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Wesley Werner
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Jim Lutz
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Bill Allen
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Paul Blomberg
• S1 and Ss by address, Mark Deardorff
• Re: S1 and Ss by address, Paul Blomberg
• RE: S1 and Ss by address (handy-dandy link), Casey K. Hemmatyar
• RE: S1 and Ss by address, John Atilano
• RE: S1 and Ss by address, Scott Maxwell
• Radiused angle ledger, Gerard Madden, SE

Fri Oct 05 00:37:47 GMT 2007

• RE: Radiused angle ledger, Conrad Harrison
• Re: Radiused angle ledger, Gary L. Hodgson and Assoc.
• Invitation to Dr. Charles H. Thornton's Seminar on UC Campus-Oct 8-2007, 1:00-2:00 Sibley Aud., Abolhassan Astaneh-Asl
• 8" COLUMNS, refugio rochin
• 8" Columns, refugio rochin
• Re: 8" Columns, Gerard Madden, SE
• Re: Radiused angle ledger, Gerard Madden, SE
• Re: 8" Columns, refugio rochin
• RE: 8" Columns, David Fisher
• AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Bill Allen
• RE: 8" Columns, Scott Maxwell
• RE: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Mark Deardorff
• Re: 8" Columns, Alex C. Nacionales
• Re: 8" Columns, Alex C. Nacionales

Sat Oct 06 06:23:04 GMT 2007

• Re: 8" Columns, Gerard Madden, SE
• Re: 8" Columns, Daniel Popp
• Re: 8" Columns, Alex C. Nacionales

Sun Oct 07 06:41:27 GMT 2007

• Interior Door Forces, ENGRLAINES

Mon Oct 08 02:27:51 GMT 2007

• Foundations for a 3-pinned arch stadium, Kevin Below
• Re: Interior Door Forces, Alex C. Nacionales
• AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Abolhassan Astaneh-Asl
• Re: Interior Door Forces, Jerry Coombs
• Re: Foundations for a 3-pinned arch stadium, Jordan Truesdell, PE
• Re: Interior Door Forces, Alex C. Nacionales
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Jim Persing
• RE: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Bill Allen
• Re: Foundations for a 3-pinned arch stadium, Paul Ransom
• Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Sanjay Verma
• Re: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Tom . Hunt
• RE: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Garner, Robert
• RE: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Gary Loomis
• RE: Choice between intermittent and continuous fillet weld in Crane girder( I beam with channel top), William.Sherman
• Re: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Christopher Wright
• Re: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Christopher Wright
• 3D model with metal deck diaphragm, William.Sherman
• Re: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Gerard Madden, SE
• Re: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Gerard Madden, SE

Tue Oct 09 03:25:03 GMT 2007

• Re: Foundations for a 3-pinned arch stadium, Kevin Below
• RE: Foundations for a 3-pinned arch stadium, Harold Sprague
• AW: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), alfred mueller
• Re: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), G Vishwanath
• INTERMITTENT VS CONTINUOUS WELDS, ASC
• Re: Foundations for a 3-pinned arch stadium, Gary L. Hodgson and Assoc.
• Re: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Gary L. Hodgson and Assoc.
• RE: Foundations for a 3-pinned arch stadium, Gary Loomis
• Re: Foundations for a 3-pinned arch stadium, Paul Ransom
• Steel Shapes Booklet, Joseph R. Grill
• concrete drop panels, refugio rochin
• Re: Steel Shapes Booklet, Tom . Hunt
• RE: concrete drop panels, Mark Deardorff
• Re: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Kipp Martin
• Re: concrete drop panels, refugio rochin
• RE: concrete drop panels, Mark Deardorff
• RE: Foundations for a 3-pinned arch stadium, David Topete
• Re: concrete drop panels, bart
• Re: concrete drop panels, bart
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Reza Dashti Asl
• RE: concrete drop panels, Scott Maxwell
• Re: concrete drop panels, refugio rochin

Wed Oct 10 00:41:14 GMT 2007

• Re: Foundations for a 3-pinned arch stadium, Kevin Below
• Re: Foundations for a 3-pinned arch stadium, Kevin Below
• Re: Foundations for a 3-pinned arch stadium, Kevin Below
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Kevin Below
• Re: 3D model with metal deck diaphragm, Alex C. Nacionales
• Re: concrete drop panels, Joseph R. Grill
• Re: Foundations for a 3-pinned arch stadium, Jerry Coombs
• Re: Steel Shapes Booklet, Joseph R. Grill
• MFR home foundations, Andrew Kester, P.E.
• RE: MFR home foundations, David Fisher
• Live Load for residential home gym, David Topete
• Re: MFR home foundations, Joseph R. Grill
• RE: Live Load for residential home gym, Doug Mayer
• Mfr home foundations, Bob Freeman
• RE: MFR home foundations, Haan, Scott M POA

Thu Oct 11 01:10:47 GMT 2007

• Re: MFR home foundations, Jordan Truesdell, PE
• Re: Live Load for residential home gym, Jordan Truesdell, PE
• RE: MFR home foundations, Gary Loomis
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Paul Ransom
• Re: Foundations for a 3-pinned arch stadium, Paul Ransom
• RE: MFR home foundations, M. David Finley, P.E., P.A.
• Re: MFR home foundations, Jerry Coombs
• RE: Live Load for residential home gym, Micayas, Julius
• RE: Live Load for residential home gym, Jerry Coombs
• RE: Live Load for residential home gym, Jerry Coombs
• RE: Live Load for residential home gym, Jerry Coombs
• RE: Live Load for residential home gym, Micayas, Julius
• RE: Live Load for residential home gym, Mike Jones
• RE: Live Load for residential home gym, Michel Blangy
• Re: Steel Shapes Booklet, ASLCSE
• Re: MFR home foundations, Jeff Hedman
• Re: Live Load for residential home gym, Gerard Madden, SE
• RE: Steel Shapes Booklet, Scott, William N
• RE: Live Load for residential home gym, David Topete
• Re: Steel Shapes Booklet, Alexander Bausk
• RE: Live Load for residential home gym, Christopher Banbury
• Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), Sanjay Verma
• Re: Live Load for residential home gym, Gerard Madden, SE
• Re: Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), Gerard Madden, SE
• RE: Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), Sanjay Verma
• Re: Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), bart
• Re: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Jim Persing
• Re: AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Gerard Madden, SE
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Jim Persing
• RE: Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), Sanjay Verma

Fri Oct 12 01:01:30 GMT 2007

• Re: Foundations for a 3-pinned arch stadium, Paul Ransom
• Re: Foundations for a 3-pinned arch stadium, Kevin Below
• RE: UBC 1630.8.2.2.1.7 Bracing Load, Reza Dashti Asl
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Kevin Below
• Light Framing Wood - Room Addition Lateral question, Dennis Wish
• Ahkam Syahril is out of the office., Ahkam Syahril
• Re: MFR home foundations, Gary L. Hodgson and Assoc.
• Re: MFR home foundations, Jeff Hedman
• RE: MFR home foundations, Harold Sprague
• Re: UBC 1630.8.2.2.1.7 Bracing Load, Jim Persing
• Expansive Foundation, Gautam Manandhar
• Re: Expansive Foundation, Chuck Utzman
• Re: Expansive Foundation, Adjebli

Sat Oct 13 01:19:19 GMT 2007

• Re: Expansive Foundation, Chuck Utzman
• Re: Expansive Foundation, Adjebli
• Re: Expansive Foundation, rowyz
• Re: MFR home foundations, Gary L. Hodgson and Assoc.
• Re: Light Framing Wood - Room Addition Lateral question, ECVAl3
• RE: Expansive Foundation, Harold Sprague

Sun Oct 14 00:09:11 GMT 2007

• Autocad Bold Chisel Hand Lettering Font, Dennis Wish
• RE: Light Framing Wood - Room Addition Lateral question, Dennis Wish

Tue Oct 16 07:25:45 GMT 2007

• Wood column with steel flitch plate, Scott Maxwell
• Re: Wood column with steel flitch plate, Jerry Coombs
• Re: Wood column with steel flitch plate, Gary L. Hodgson and Assoc.
• Re: Wood column with steel flitch plate, Jordan Truesdell, PE
• RE: Wood column with steel flitch plate, Bill Allen
• RE: Wood column with steel flitch plate, Scott Maxwell
• RE: 3D model with metal deck diaphragm, SE California
• RE: 3D model with metal deck diaphragm, Stuart, Matthew
• SE books/references available, SE California
• RE: Expansive Foundation, Gautam Manandhar
• 2006 IBC vs 2003 NEHRP, Mark Johnson
• Re: Expansive Foundation, rowyz
• RE: Expansive Foundation, Garner, Robert
• RE: 2006 IBC vs 2003 NEHRP, Scott Maxwell
• [Fwd: VisualAnalysis 6.0 FREE Training Sessions], Bill Polhemus
• CAD: AutoCAD Revit Structure Suite 2008, Bill Polhemus
• RE: 2006 IBC vs 2003 NEHRP, Tom . Hunt
• Re: CAD: AutoCAD Revit Structure Suite 2008, Jeremy White

Wed Oct 17 01:49:06 GMT 2007

• Re: MFR home foundations, Jim Wilson
• RE: 2006 IBC vs 2003 NEHRP, Mark Johnson
• Re: Expansive Foundation, Gerard Madden, SE
• Tongue & Groove Deck Diaphragm Capacities using horizontal Steel Spikes, Stuart, Matthew
• Re: Expansive Foundation, bill
• Re: Expansive Foundation, Jerry Coombs
• IBC Conventional Light Framed Construction, Andy Heigley
• RE: IBC Conventional Light Framed Construction, Tom Skaggs
• RE: IBC Conventional Light Framed Construction, Ehrlich, Gary
• RE: IBC Conventional Light Framed Construction, Andy Heigley
• RE: CAD: AutoCAD Revit Structure Suite 2008, Donald Bruckman
• Re: IBC Conventional Light Framed Construction, Guadalupe Rivera
• RE: IBC Conventional Light Framed Construction, Tom Skaggs
• RE: IBC Conventional Light Framed Construction, Ehrlich, Gary
• RE: CAD: AutoCAD Revit Structure Suite 2008, Jeremy White
• RE: CAD: AutoCAD Revit Structure Suite 2008, t.w.allen
• re: steel flitch plate, Andrew Kester, P.E.
• RE: 2006 IBC vs 2003 NEHRP, Harold Sprague

Thu Oct 18 08:50:37 GMT 2007

• RE: steel flitch plate, Scott Maxwell
• Shear Connector Design in Precast Sandwich Panel., Wontae Kim
• DSTV and Peddimat, G Vishwanath
• Steel Shape Availability, Gerard Madden, SE
• Re: Steel Shape Availability, Alexander Bausk
• RE: 2006 IBC vs 2003 NEHRP, Mark Johnson

Fri Oct 19 16:35:44 GMT 2007

• ASCE 7-05, Mark Deardorff
• RE: ASCE 7-05, Mark Deardorff
• RE: ASCE 7-05, Garner, Robert
• RE: ASCE 7-05, Mark Deardorff
• RE: Steel Shape Availability, Charles R. Ashley Jr.
• Conventional Light Framed Construction Vs. Engineered Building, Guadalupe Rivera

Sat Oct 20 13:24:26 GMT 2007

• Re: ASCE 7-05, Gary L. Hodgson and Assoc.
• Re: ASCE 7-05, Paul Ransom
• Re: ASCE 7-05, Christopher Wright

Sun Oct 21 00:17:32 GMT 2007

• Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Dennis Wish

Mon Oct 22 12:03:34 GMT 2007

• Re: ASCE 7-05, Gary L. Hodgson and Assoc.
• RE: Conventional Light Framed Construction Vs. Engineered Building, Andy Heigley
• RE: Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Larry Hauer
• RE: Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Garner, Robert
• RE: ASCE 7-05, Garner, Robert
• Re: Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Alexander Bausk
• Re: ASCE 7-05, Christopher Wright
• RE: Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Christopher Banbury
• Re: Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Alexander Bausk
• Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Rhkratzse
• Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Christopher Wright
• RE: ASCE 7-05, Scott, William N
• Re: Conventional Light Framed Construction Vs. Engineered Building  [Another View], Rhkratzse
• Re: ASCE 7-05, Rhkratzse
• Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Chuck Utzman
• Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Rhkratzse
• paid for release of CAD files to subs..., David Fisher
• TEDDS Software, Garner, Robert
• RE: TEDDS Software, Brian K. Smith
• RE: TEDDS Software, Shaun Dustin
• RE: TEDDS Software, Brian K. Smith
• RE: [SPAM] paid for release of CAD files to subs..., Donald Bruckman
• Foundation for large tanks, Padmanabhan Rajendran
• RE: ASCE 7-05, smaxwell
• RE: ASCE 7-05, smaxwell
• RE: ASCE 7-05, Haan, Scott M POA
• Re: ASCE 7-05, Scott Maxwell
• RE: ASCE 7-05, Haan, Scott M POA

Tue Oct 23 00:41:23 GMT 2007

• IBC06 / CBC07 Stone veneer on metal studs, Yi Yang
• RE: Foundation for large tanks, Richard L. Hess
• RE: paid for release of CAD files to subs..., Adam Vakiener
• Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Gary L. Hodgson and Assoc.
• Re: paid for release of CAD files to subs..., Gary L. Hodgson and Assoc.
• Re: TEDDS Software, Gary L. Hodgson and Assoc.
• Re: TEDDS Software, Gary L. Hodgson and Assoc.
• RE: paid for release of CAD files to subs..., Jerry Coombs
• RE: paid for release of CAD files to subs..., Bill Allen
• RE: paid for release of CAD files to subs..., Jerry Coombs
• RE: ASCE 7-05, Charles R. Ashley Jr.
• RE: paid for release of CAD files to subs..., Bill Allen
• Re: ASCE 7-05, refugio rochin
• RE: ASCE 7-05, Brian K. Smith
• Re: ASCE 7-05, Christopher Wright
• RE: TEDDS Software, Marlou Rodriguez
• RE: TEDDS Software, Brian K. Smith
• RE: ASCE 7-05, Haan, Scott M POA
• RE: ASCE 7-05, Scott, William N
• RE: TEDDS Software, Micayas, Julius
• RE: ASCE 7-05, Haan, Scott M POA
• RE: TEDDS Software, Micayas, Julius
• RE: ASCE 7-05, Mike Jones
• RE: TEDDS Software, Brian K. Smith
• RE: TEDDS Software, Bill Allen
• RE: ASCE 7-05, Scott, William N
• RE: Foundation for large tanks, Rob Randig
• Steel Plate Shear Walls, David Merrick
• RE: ASCE 7-05, Freeman Tang
• RE: TEDDS Software, Brian K. Smith
• RE: ASCE 7-05, Doug Mayer
• RE: ASCE 7-05, Haan, Scott M POA
• Re: ASCE 7-05, Scott Maxwell
• Re: ASCE 7-05, Drew Morris
• FW: ASCE 7-05, Freeman Tang
• RE: ASCE 7-05, Freeman Tang
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
• Re: Steel Plate Shear Walls, Gerard Madden, SE
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
• RE: I am unavailable to respond to your email. If you need immediate assistance or would like, Bill Allen
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
• RE: I am unavailable to respond to your email. If you need immediate assistance or would like, Garner, Robert
• RE: I am unavailable to respond to your email. If you need immediate assistance or would like, David Fisher
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray

Wed Oct 24 01:45:59 GMT 2007

• Re: Conventional Light Framed Construction ... an aside, Paul Ransom
• I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
• Re: ASCE 7-05, Gary L. Hodgson and Assoc.
• RE: I am unavailable to respond to your email. If you need immediate assistance or would like, Jimenez, Jorge A.
• Indiana Engineer, Brian K. Smith
• RE: Indiana Engineer, David Fisher
• RE: Indiana Engineer, Brian K. Smith
• wind uplift + lateral loads, Andrew Kester, P.E.
• RE: CAD files, Rick Stone
• RE: wind uplift + lateral loads, Brian K. Smith
• Frost Line, Micayas, Julius
• Re: Frost Line, Ralph Kratz
• Re: Frost Line, Alexander Bausk
• RE: Frost Line, Micayas, Julius
• RE: Frost Line, Garner, Robert
• Kama Modular Systems, Thor Tandy
• Re: Frost Line, Alexander Bausk
• RE: wind uplift + lateral loads, Mark Deardorff
• Re: Frost Line, Alexander Bausk
• RE: Frost Line, Harold Sprague
• Re: Frost Line, Daryl Richardson

Thu Oct 25 01:05:12 GMT 2007

• Job at The University of Sydney, Sandra Klinke
• Try to archive SEAINT mail at Google Groups, A. J. Young
• RE: Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, A. J. Young
• Steel Plate Shear Walls, Abolhassan Astaneh-Asl
• Re: Try to archive SEAINT mail at Google Groups, A. J. Young
• Try to archive SEAINT mail at Google Groups, Tom . Hunt
• Re: Try to archive SEAINT mail at Google Groups, Tom . Hunt
• RE: Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, Tom . Hunt
• California PE/SE References, Brian S Bossley
• RE: California PE/SE References, Mark Deardorff
• Re: California PE/SE References, Steve Gordin
• RE: Frost Line, Ehrlich, Gary
• RE: ASCE 7-05, Ehrlich, Gary
• RE: ASCE 7-05, Ehrlich, Gary
• RE: ASCE 7-05, Ehrlich, Gary
• Tool for calculation of Sesimic Design Categoty (SDC) per 2006 IB C / ASCE7-05, Acharya, Suresh
• Re: Try to archive SEAINT mail at Google Groups, Trib K Mittra
• RE: Tool for calculation of Sesimic Design Categoty (SDC) per 2006 IBC / ASCE7-05, Casey K. Hemmatyar

Fri Oct 26 01:28:20 GMT 2007

• RE: California PE/SE References, Scott Maxwell
• RE: IBC06 / CBC07 Stone veneer on metal studs, Ehrlich, Gary

Sat Oct 27 05:34:29 GMT 2007

• Hot Rolled Vs Cold formed steel properties, Lakshmana Nukala
• Hot Rolled Vs Cold formed steel properties, alfred mueller

Sun Oct 28 01:28:08 GMT 2007

• RE: California PE/SE References, Brian S Bossley

Mon Oct 29 05:15:57 GMT 2007

• Re: ASCE 7-05, ndz28
• Re: ASCE 7-05, Jerry Coombs
• slabs on grade..., David Fisher
• Re: slabs on grade..., Jerry Coombs
• Re: slabs on grade..., Rhkratzse
• RE: IBC06 / CBC07 Stone veneer on metal studs, Yi Yang
• 64 bit computers systems, Jason Christensen
• RE: slabs on grade..., Scott Maxwell
• RE: IBC06 / CBC07 Stone veneer on metal studs, Casey K. Hemmatyar
• RE: slabs on grade..., Jerry Coombs
• RE: Tool for calculation of Sesimic Design Categoty (SDC) per 200 6 IBC / ASCE7-05, Acharya, Suresh
• Re: 64 bit computers systems, Bill Polhemus
• RE: 64 bit computers systems, Jason Christensen
• RE: Tool for calculation of Sesimic Design Categoty (SDC) per 2006 IBC / ASCE7-05, Bill Allen
• RE: 64 bit computers systems, Scott Maxwell
• cold form steel truss fire damage, Christopher Banbury
• RE: slabs on grade..., Richard L. Hess
• RE: 64 bit computers systems, Jason Christensen
• Anchor Shear Shear Capacity in Reinforced Concrete, M. David Finley, P.E., P.A.
• RE: Anchor Shear Shear Capacity in Reinforced Concrete, Haan, Scott M POA
• Re: Anchor Shear Shear Capacity in Reinforced Concrete, Tom . Hunt
• RE: 64 bit computers systems, Bill Allen
• RE: 64 bit computers systems, Jason Christensen
• Re: 64 bit computers systems, Bill Polhemus
• RE: Anchor Shear Shear Capacity in Reinforced Concrete, Gary Loomis
• Re: 64 bit computers systems, Bill Polhemus
• Re: 64 bit computers systems, Bill Polhemus
• RE: 64 bit computers systems, Scott Maxwell
• Fw: Anchor Shear Shear Capacity in Reinforced Concrete, Tom . Hunt
• RE: 64 bit computers systems, Jason Christensen
• RE: Anchor Shear Shear Capacity in Reinforced Concrete, Scott Maxwell

Tue Oct 30 00:31:05 GMT 2007

• Re: 64 bit computers systems, Bill Polhemus
• RE: 64 bit computers systems, Josh Plummer
• Re: 64 bit computers systems, Bill Polhemus
• RE: slabs on grade..., Mark L. Puccio
• RE: 64 bit computers systems, Josh Plummer
• RE: 64 bit computers systems, Jason Christensen
• DESIGN PROGRAMS FOR NEW CODE, DA
• RE: DESIGN PROGRAMS FOR NEW CODE, Bill Allen
• RE: slabs on grade..., Richard L. Hess
• 12 x 18 printers, Jeff Smith
• RE: slabs on grade..., Mark Deardorff
• Re: 12 x 18 printers, FSRahbar
• Re: DESIGN PROGRAMS FOR NEW CODE, Bill Polhemus
• AISC Seismic Provisions, Mark Deardorff
• RE: AISC Seismic Provisions, Ben Yousefi
• RE: AISC Seismic Provisions, Tom . Hunt
• RE: 12 x 18 printers, Shaun Dustin
• Re: 64 bit computers systems, Bill Polhemus
• RE: DESIGN PROGRAMS FOR NEW CODE, Scott Maxwell

Wed Oct 31 00:18:11 GMT 2007

• RE: 12 x 18 printers, Bill Allen
• Re: 11 x 17 copiers / scanners (was 12 x 18 printers), jerold taylor
• RE: 12 x 18 printers, Jeff Smith
• RE: 12 x 18 printers, Shaun Dustin
• Re: 12 x 18 printers, Gary L. Hodgson and Assoc.
• Re: 11 x 17 copiers / scanners (was 12 x 18 printers), Gary L. Hodgson and Assoc.
• PEMB Foundation - Foundation Resistance to Uplift, mail
• Re: FW: 11 x 17 copiers / scanners (was 12 x 18 printers), jerold taylor
• RE: DESIGN PROGRAMS FOR NEW CODE, Robert Jonkman
• 8" Columns, refugio rochin
• Re: 8" Columns, Tom . Hunt
• AISC Prequalified Connection Provisions, Mark Deardorff
• RE: 64 bit computers systems, Truitt Vance
• Re: AISC Prequalified Connection Provisions, Tom . Hunt
• RE: AISC Prequalified Connection Provisions, Mark Deardorff
• RE: AISC Prequalified Connection Provisions, Tom . Hunt
• Re: 12 x 18 printers, Jerry Coombs
• Re: 12 x 18 printers, Daryl Richardson
• printers/ wood software, Andrew Kester, P.E.
• Re: DESIGN PROGRAMS FOR NEW CODE, Michael Brooks
• LGS Framing Details, Gerard Madden, SE
• Re: DESIGN PROGRAMS FOR NEW CODE, Gerard Madden, SE
• UBC Wind Uplift on Fabric Shade Cover, Bill Allen
• RE: UBC Wind Uplift on Fabric Shade Cover, Acharya, Suresh
• Re: UBC Wind Uplift on Fabric Shade Cover, DRPFLY
• Is ASCE desperate for cash flow?, Dennis Wish
• Re: Is ASCE desperate for cash flow?, Gerard Madden, SE
• Re: Is ASCE desperate for cash flow?, Jnapd
• RE: Is ASCE desperate for cash flow?, Jason Christensen
• RE: Is ASCE desperate for cash flow?, Shaun Dustin
• RE: Is ASCE desperate for cash flow?, Mark Deardorff
• Re: Is ASCE desperate for cash flow?, Drew Morris
• Re: Is ASCE desperate for cash flow?, Christopher Wright
• Re: Is ASCE desperate for cash flow?, Gerard Madden, SE
• RE: Is ASCE desperate for cash flow?, David Fisher
• Re: Is ASCE desperate for cash flow?, Christopher Wright

Thu Nov 01 03:47:08 GMT 2007

• Re: Is ASCE desperate for cash flow?, Bill Polhemus
• Re: Is ASCE desperate for cash flow?, Bill Polhemus
• Re: Is ASCE desperate for cash flow?, Bill Polhemus
• Bill Polhemus, that was a cheap shot, Shaun Dustin
• Re: Bill Polhemus, that was a cheap shot, Michel
• Re: Bill Polhemus, that was a cheap shot, Bill Polhemus
• Re: FW: 11 x 17 copiers / scanners (was 12 x 18 printers), Gary L. Hodgson and Assoc.
• Re: 12 x 18 printers, Gary L. Hodgson and Assoc.
• Job in the UAE, John Nader
• RE: Job in the UAE, Micayas, Julius
• RE: 64 bit computers systems, Josh Plummer
• RE: Bill Polhemus, that was a cheap shot, Scott Maxwell
• RE: Bill Polhemus, that was a cheap shot, Jimenez, Jorge A.
• RE: Is ASCE desperate for cash flow?, David Topete
• Biofuels, Shaun Dustin
• AW: cold form steel truss fire damage, alfred mueller
• Re: Bill Polhemus, that was a cheap shot, Robert Kazanjy
• Re: Bill Polhemus, that was a cheap shot, Daryl Richardson
• Re: Job in the UAE, Christopher Wright
• Re: Biofuels, Christopher Wright
• CODE: Wind Loading at Lower Wind Speeds?, Bill Polhemus
• RE: CODE: Wind Loading at Lower Wind Speeds?, Scott, William N
• Re: Bill Polhemus, that was a cheap shot, Bill Polhemus
• RE: Bill Polhemus, that was a cheap shot, Truitt Vance
• Re: Biofuels, Bill Polhemus
• RE: Bill Polhemus, that was a cheap shot, Scott Maxwell
• RE: Bill Polhemus, that was a cheap shot, Haan, Scott M POA
• Mathcad vs. Matlab, Haan, Scott M POA
• RE: Bill Polhemus, that was a cheap shot, David Fisher
• biofuels and further off-topic, Bob Freeman
• RE: Mathcad vs. Matlab, Mark Deardorff
• Re: Bill Polhemus, that was a cheap shot, Robert Kazanjy
• RE: biofuels and further off-topic, Haan, Scott M POA
• RE: Mathcad vs. Matlab, Micayas, Julius
• Re: Mathcad vs. Matlab, Alexander Bausk
• RE: Bill Polhemus, that was a cheap shot, Haan, Scott M POA
• Re: Bill Polhemus, that was a cheap shot, Bill Polhemus
• RE: Mathcad vs. Matlab, Scott Maxwell
• RE: Mathcad, Gautam Manandhar
• RE: Bill Polhemus, that was a cheap shot, David Fisher
• Re: biofuels and further offfffff-topic, Rhkratzse
• Re: biofuels and further off-topic, Drew Morris
• RE: biofuels and further offfffff-topic, M. David Finley, P.E., P.A.
• Re: biofuels and further offfffff-topic, Gerard Madden, SE
• Re: biofuels and further offfffff-topic, Rhkratzse
• Re: biofuels and further offfffff-topic, Bill Polhemus
• Re: biofuels and further off-topic, Bill Polhemus
• RE: biofuels and further offfffff-topic, Bill Allen
• RE: biofuels and further off-topic, Haan, Scott M POA
• RE: biofuels and further off-topic, Haan, Scott M POA
• RE: biofuels and further off-topic, David Topete
• Dynamic earth pressure increment in a Concrete box Structure 40 ft below grade, Sanjay Verma
• RE: biofuels and further off-topic, Scott Maxwell
• RE: biofuels and further off-topic, Haan, Scott M POA
• RE: biofuels and further off-topic, David Topete
• biofuels and off-topic, Bob Freeman
• Wind drift, Mark Deardorff
• Re: Wind drift, Drew Morris
• RE: biofuels and further off-topic, Larry Bryant
• RE: Wind drift, Jeff Smith
• RE: Wind drift, Haan, Scott M POA
• RE: Wind drift, Casey K. Hemmatyar

Fri Nov 02 00:49:36 GMT 2007

• Re: Mathcad vs. Matlab, Kevin Below
• RE: biofuels and further off-topic, Scott Maxwell
• RE: Wind drift, Scott Maxwell
• SE Practice Act, Jake Watson
• Re: DESIGN PROGRAMS FOR NEW CODE, erik gibbs
• Re: Mathcad, Alex C. Nacionales
• RE: SE Practice Act, Scott Maxwell
• RE: DESIGN PROGRAMS FOR NEW CODE, Scott Maxwell
• RE: Wind drift, Jerry Coombs
• RE: SE Practice Act, Jerry Coombs
• Structural Engineering Spreadsheets, Andre Sidler
• RE: Wind drift, Brian K. Smith
• RE: Bill Polhemus, that was a cheap shot, David Fisher
• RE: Structural Engineering Spreadsheets, Christopher Banbury
• RE: SE Practice Act, Scott Maxwell
• RE: Mathcad, Acharya, Suresh
• RE: Mathcad, William.Sherman
• Earthquake-Proof Design, Donald Bruckman
• Re: Earthquake-Proof Design, Rhkratzse
• Precast manhole design, Sanjay Verma
• Re: Earthquake-Proof Design, Neil Moore
• RE: Structural Engineering Spreadsheets, Shaun Dustin
• RE: Earthquake-Proof Design, Donald Bruckman
• RE: Earthquake-Proof Design, Neil Moore
• earthquake-resistant design, Bob Freeman
• Re: Earthquake-Proof Design, Tom . Hunt
• RE: Earthquake-Proof Design, Bill Allen
• Re: CODE: Wind Loading at Lower Wind Speeds?, ECVAl3
• RE: SE Practice Act, Tom Skaggs
• RE: Earthquake-Proof Design, Donald Bruckman
• RE: Earthquake-Proof Design, Shaun Dustin
• Re: Earthquake-Proof Design, Steve Gordin
• Re: SE Practice Act, Jnapd
• RE: Earthquake-Proof Design, Bill Allen
• RE: Mathcad, Acharya, Suresh
• Re: Structural Engineering Spreadsheets, Jnapd
• Re: Structural Engineering Spreadsheets, Harouni Joseph
• Re: Structural Engineering Spreadsheets, Alexander Bausk
• alternative energy - non-political but off topic, Andrew Kester, P.E.
• RE: Mathcad, William.Sherman
• RE:OT- Scanners, Gautam Manandhar
• Re: Structural Engineering Spreadsheets, Jnapd
• Re: RE:OT- Scanners, Rhkratzse
• RE: OT- Scanners, Christopher Banbury
• RE: Earthquake-Proof Design, Donald Bruckman
• Modeling and results, refugio rochin
• RE: Earthquake-Proof Design, Donald Bruckman
• RE: Earthquake-Proof Design, Mark Deardorff
• RE: Precast manhole design, Mark Deardorff
• RE: Earthquake-Proof Design, Tom . Hunt
• Re: Precast manhole design, Rhkratzse
• RE: Mathcad - Converting Excel to Mathcad: Best Practices, Acharya, Suresh
• footings look too big, Haan, Scott M POA
• RE: footings look too big, David Topete
• RE: footings look too big, Haan, Scott M POA
• RE: footings look too big, David Topete

Sat Nov 03 00:23:17 GMT 2007

• RE: footings look too big, Donald Bruckman
• RE: footings look too big, Jason Emoto
• RE: footings look too big, Haan, Scott M POA
• RE: footings look too big, Bill Allen
• Re: footings look too big, Michel
• RE: footings look too big, Donald Bruckman
• RE: footings look too big, Neil Moore
• RE: footings look too big, Marlou Rodriguez
• Beam End Condition- When rests on Shear wall., Samiappan Srinivasan
• AW: footings look too big, alfred mueller
• RE: footings look too big, Larry Hauer
• Re: OT- Scanners, Paul Ransom
• Re: footings look too big, Paul Ransom
• Re: printers/ wood software, Paul Ransom
• Re: seaint Digest for 2 Nov 2007, Paul Ransom
• question my authority???!, Andrew Kester, PE
• Re: footings look too big, ECVAl3
• RE: footings look too big, Bill Allen
• CO Snow Loads, Eric Tompos
• Re: footings look too big, Gerard Madden, SE
• Re: CO Snow Loads, Adjebli
• Re: footings look too big, Drew Morris
• Re: footings look too big, hadiprawira djohan

Sun Nov 04 12:35:09 GMT 2007

• Re: footings look too big, Bill Polhemus
• Re: footings look too big, Christopher Wright
• A3 Laser printers, Shiraz Shahid
• Re: footings look too big, Jnapd
• AW: footings look too big, alfred mueller
• Metal Beam Guard Railing Section -Queation, Lakhani, Sid
• Re: A3 Laser printers, Jordan Truesdell, PE
• RE: footings look too big, Donald Bruckman
• Re: A3 Laser printers, Christopher Wright
• RE: question my authority???!, Donald Bruckman

Mon Nov 05 00:27:30 GMT 2007

• Re: A3 Laser printers, rowyz
• Structural Failure, Gary Loomis
• Re: Structural Failure, Jordan Truesdell, PE
• Re: AW: footings look too big, Christopher Wright
• Re: Metal Beam Guard Railing Section -Queation, Bill Polhemus
• Re: alternative energy - non-political but off topic, Bill Polhemus
• Re: Structural Failure, Bill Polhemus
• MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Bill Polhemus
• Re: alternative energy - non-political but off topic, Christopher Wright
• RE: alternative energy - non-political but off topic, Bill Allen
• Cantilevered Retaining Wall - Rule of Thumb, Michel
• RE: Cantilevered Retaining Wall - Rule of Thumb, Lakhani, Sid
• RE: Cantilevered Retaining Wall - Rule of Thumb, Jeff Smith
• RE: Structural Failure, Gary Loomis
• AW: AW: footings look too big, alfred mueller
• FAILURE, ASC
• Re: question my authority???!, Gary L. Hodgson and Assoc.
• Re: Cantilevered Retaining Wall - Rule of Thumb, Jordan Truesdell, PE
• Re: Structural Failure, Gary L. Hodgson and Assoc.
• Anyone have SAG10, or know someone?, Jordan Truesdell, PE
• AW: question my authority???!, alfred mueller
• RE: question my authority???!, Gary Loomis
• RE: Structural Engineering Spreadsheets, Garner, Robert
• RE: Structural Engineering Spreadsheets, Shaun Dustin
• RE: Structural Engineering Spreadsheets, Christopher Banbury
• Frost footings - whats the big deal?, Jim Wilson
• RE: question my authority???!, David Fisher
• RE: Frost footings - whats the big deal?, Micayas, Julius
• RE: Frost footings - whats the big deal?, David Fisher
• Re: Cantilevered Retaining Wall - Rule of Thumb, Daryl Richardson
• RE: Cantilevered Retaining Wall - Rule of Thumb, Garner, Robert
• RE: A3 Laser printers, Shiraz Shahid
• Re: Structural Engineering Spreadsheets, Alexander Bausk
• Re: question my authority???!, Drew Morris
• RE: question my authority???!, David Topete
• water proof, DA ENGINEERING
• RE: footings look too big, Larry Hauer
• RE: footings look too big, Scott Maxwell

Tue Nov 06 00:35:45 GMT 2007

• Re: Frost footings - whats the big deal?, Daryl Richardson
• Re: question my authority???!, Bill Polhemus
• Re: question my authority???! (AKA Who is Eric Cartman?), Rhkratzse
• Re: question my authority???! (AKA Who is Eric Cartman?), Robert Kazanjy
• Re: question my authority???! (AKA Who is Eric Cartman?), Rhkratzse
• RE: Frost footings - whats the big deal?, Harold Sprague
• Detailing, Gdrafting gdrafting
• Re: question my authority???!, Gerard Madden, SE
• Re: water proof, Gerard Madden, SE
• Re: footings look too big, G Vishwanath
• WG: footings look too big, alfred mueller
• Re: question my authority???!, Gary L. Hodgson and Assoc.
• Re: Structural Engineering Spreadsheets, Gary L. Hodgson and Assoc.
• Re: question my authority???! Getting way OT, Jim Getaz
• Re: water proof, Jerry Coombs
• Re: Structural Engineering Spreadsheets, Alexander Bausk
• Re: question my authority???! (AKA Who is Eric Cartman?), Jerry Coombs
• Re: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Neil Moore
• RE: water proof, Martin Li
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Tom Skaggs
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Neil Moore
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Wesley Werner
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Douglas Boyd
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX!, Neil Moore
• Re: water proof, Chuck Utzman
• waterproofing retaining wall at the beach and scouring, Bob Freeman
• RE: Inexperienced engineers (was Structural Engineering Spreadsheets), Casey K. Hemmatyar
• Re: waterproofing retaining wall at the beach and scouring, DA ENGINEERING
• Re: Structural Engineering Spreadsheets, Drew Morris
• waterproofing, Bob Freeman
• Re: question my authority???! Getting way OT, Bill Polhemus
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX! - thanks Microsoft, Haan, Scott M POA
• RE: Structural Engineering Spreadsheets - new Excel Version with XLSX! - thanks Microsoft, David Fisher
• October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Haan, Scott M POA
• RE: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Jeff Smith
• RE: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Jeff Smith
• RE: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Mark Deardorff
• Self-straining Force, Mark Deardorff
• RE: Structural Engineering Spreadsheets, David Merrick
• RE: Self-straining Force, Acharya, Suresh
• RE: Self-straining Force, Mark Deardorff
• California Building Code and the 2006 IBC, Andre Sidler
• RE: California Building Code and the 2006 IBC, Donald Bruckman
• Re: California Building Code and the 2006 IBC, Tom . Hunt
• RE: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Marlou Rodriguez
• RE: California Building Code and the 2006 IBC, Jeff Smith
• RE: California Building Code and the 2006 IBC, Acharya, Suresh

Wed Nov 07 01:39:01 GMT 2007

• Cantilevered Retaining Wall - Footings are Definately Too Big, Michel
• Re: Frost footings - whats the big deal?, Jim Wilson
• Re: Cantilevered Retaining Wall - Footings are Definately Too Big, Jordan Truesdell, PE
• RE: Frost footings - whats the big deal?, Richard L. Hess
• Re: Frost footings - whats the big deal?, Jordan Truesdell, PE
• Re: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Robert Kazanjy
• Re: question my authority???! (AKA Who is Eric Cartman?), Robert Kazanjy
• Re: October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Jordan Truesdell, PE
• RE: Wind drift, Charles R. Ashley Jr.
• Anchorage to concrete, John Buchanan
• Re: Wind drift, Rhkratzse
• Los Angeles City 2007 building codes., ndz28
• RE: Los Angeles City 2007 building codes., David Topete
• RE: Wind drift, Scott Maxwell
• Re: Wind drift, Rhkratzse
• RE: Wind drift, Scott Maxwell

Thu Nov 08 01:07:22 GMT 2007

• Re: Frost footings - whats the big deal?, Daryl Richardson
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Bill Polhemus
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Christopher Wright
• Re: Is ASCE desperate for cash flow?, sscholl2(--nospam--at)juno.com
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Rhkratzse
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Christopher Wright
• Re: Anchorage to concrete, Jim Persing
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Jerry Coombs
• lifting preassemble structures, Rand W Holtham
• Re: lifting preassemble structures, Tom . Hunt
• Re: lifting preassemble structures, Jordan Truesdell, PE
• Re: lifting preassemble structures, Christopher Wright
• RE: Wind drift, Harold Sprague
• Fiber Reinforced slab, Jason Christensen
• RE: Fiber Reinforced slab, Christopher Banbury
• Fiber reinforced slab, Bob Freeman
• Re: Fiber Reinforced slab, Jordan Truesdell, PE
• Re: Fiber Reinforced slab, Jerry Coombs
• snow drift and adjacent buildings, Alden Manipula
• RE: snow drift and adjacent buildings, Martin Li

Fri Nov 09 01:00:33 GMT 2007

• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Bill Polhemus
• RE: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PT C?, Acharya, Suresh
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Jordan Truesdell, PE
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PT C?, Bill Polhemus
• RE: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PT C?, Acharya, Suresh
• Re:MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Paul Ransom
• RE: snow drift and adjacent buildings, Alden Manipula
• RE: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Donald Bruckman
• Hilti powder-actu fasteners, David Topete
• RE: Hilti powder-actu fasteners, Michel Blangy
• RE: Hilti powder-actu fasteners, David Topete
• Free 2007 CBC code seminars including the LA regional amendments, Ben Yousefi
• Re: Free 2007 CBC code seminars including the LA regional amendments, raymond shreenan

Sat Nov 10 00:04:29 GMT 2007

• Re: A3 Laser printers, Jordan Truesdell, PE
• Sustainable companies, erik gibbs
• Re: Sustainable companies, Christopher Wright
• Equivallent Frame Method for RC shear walls, m.labafzadeh
• Re: Sustainable companies, Gerard Madden, SE
• Re: Sustainable companies, Jordan Truesdell, PE
• virus found in SE files, David Merrick
• RE: Sustainable companies, Robert Jonkman
• RE: Hilti powder-actu fasteners, Donald Bruckman
• [no subject], hossein mardanlo
• [no subject], hossein mardanlo

Sun Nov 11 13:33:29 GMT 2007

• Re: Sustainable companies, Bill Polhemus
• Re: Sustainable companies, Bill Polhemus
• RE: Hilti powder-actu fasteners, James Getaz
• Re: Sustainable companies, erik gibbs
• Re: Hilti powder-actu fasteners, Jordan Truesdell, PE
• Re: Sustainable companies, Jordan Truesdell, PE
• Re: Sustainable companies, Bill Polhemus
• Re: Sustainable companies, Bill Polhemus
• Re: Sustainable companies/global warming, Michel

Mon Nov 12 01:21:52 GMT 2007

• Re: Sustainable companies, erik gibbs
• Transfer force of large tie beam, Rich Lewis
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Scott Maxwell
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Christopher Wright
• Re: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Scott Maxwell
• Re: Sustainable companies, Gary L. Hodgson and Assoc.
• Re: Sustainable companies, Bill Polhemus
• Re: Sustainable companies, Bill Polhemus
• Re: Structural Engineering Spreadsheets, Gary L. Hodgson and Assoc.
• Re: Transfer force of large tie beam, Jordan Truesdell, PE
• RE: Sustainable companies, Micayas, Julius
• RE: snow drift and adjacent buildings, Alden Manipula
• Free 2007 CBC code seminars including the LA regional amendments, Tom . Hunt
• Re: Transfer force of large tie beam, seaint04
• Re: Transfer force of large tie beam, Jordan Truesdell, PE
• RE: Free 2007 CBC code seminars including the LA regional amendments, Ben Yousefi
• RE: Equivallent Frame Method for RC shear walls, Casey K. Hemmatyar
• Re: Transfer force of large tie beam, seaint04
• RE: Sustainable companies, Michel Blangy
• RE: Free 2007 CBC code seminars including the LA regional amendments, Tom . Hunt
• RE: Sustainable companies, Shaun Dustin
• Re: Sustainable companies, Rhkratzse
• RE: Transfer force of large tie beam, Andrew Kester, P.E.
• RE: Transfer force of large tie beam, seaint04
• re: sustainable companies, Andrew Kester, P.E.
• Re: Sustainable companies, erik gibbs
• Re: sustainable companies, erik gibbs
• Re: sustainable companies, David Topete
• Re: sustainable companies, Gerard Madden, SE
• RE: sustainable companies, Mark Deardorff
• Re: sustainable companies, erik gibbs
• Re: sustainable companies, Scott Maxwell
• Construction Per Square Foot Cost, Michel Blangy
• RE: Construction Per Square Foot Cost, Mark Deardorff
• RE: Construction Per Square Foot Cost, Michel Blangy
• Re: Construction Per Square Foot Cost, Gerard Madden, SE

Tue Nov 13 03:11:44 GMT 2007

• Re: sustainable companies, Bill Polhemus
• Re: Sustainable companies, Bill Polhemus
• RE: Transfer force of large tie beam, Harold Sprague
• Re: Transfer force of large tie beam, James Hannah
• Sustainable companies, Mark D. Webster
• RE: Transfer force of large tie beam, Donald Bruckman
• Re: sustainable companies, Drew Morris
• Re: Free 2007 CBC code seminars including the LA regional amendments, Steve Gordin
• re: sustainable companies, Andrew Kester, P.E.
• Cofar metal decking, Drew Morris
• gypsum suspended ceiling detail, Haan, Scott M POA
• RE: gypsum suspended ceiling detail, Jeff Smith
• RE: gypsum suspended ceiling detail, Donald Bruckman
• RE: gypsum suspended ceiling detail, Jeff Smith

Wed Nov 14 00:43:13 GMT 2007

• RE: Transfer force of large tie beam, Harold Sprague
• Adding Storefront to Existing CMU Wall, Rich Lewis
• Circa 80's Walmart construction, Rich Lewis
• USGS Web address for determining IBC SDC and Base Shear, WISH DENNIS
• Re: USGS Web address for determining IBC SDC and Base Shear, DA
• Re: USGS Web address for determining IBC SDC and Base Shear, Mark Gilligan
• Transfer Girder Design having more Depth, Samiappan Srinivasan
• Re: USGS Web address for determining IBC SDC and Base Shear, Bill Polhemus
• Re: Circa 80's Walmart construction, Bill Polhemus
• Re: Transfer force of large tie beam, Bill Polhemus
• RE: USGS Web address for determining IBC SDC and Base Shear, Garner, Robert
• Re: Transfer Girder Design having more Depth, Scott Maxwell
• Re: USGS Web address for determining IBC SDC and Base Shear, David Topete
• RE: Adding Storefront to Existing CMU Wall, Donald Bruckman
• Re: Adding Storefront to Existing CMU Wall, Jerry Coombs
• RE: USGS Web address for determining IBC SDC and Base Shear, Mark Deardorff
• RE: USGS Web address for determining IBC SDC and Base Shear, Jason Emoto
• RE: Cofar metal decking, Harold Sprague
• RE: Slide Rule Era (Cofar metal decking ), Casey K. Hemmatyar

Thu Nov 15 00:25:21 GMT 2007

• RE: Slide Rule Era, Larry Bryant
• RE: Transfer Girder Design having more Depth, Josh Plummer
• Re: Transfer Girder Design having more Depth, Gil Brock
• Revit Structural, Rick
• RE: Revit Structural, David Fisher
• RE: Slide Rule Era (Cofar metal decking ), Harold Sprague
• Re: Transfer Girder Design having more Depth, Josh Plummer
• Reclaim Concrete Tunnel, Micayas, Julius
• QUESTION REGARDING GLB REINFORCING?, Mike Hokama
• Re: UBC Wind Uplift on Fabric Shade Cover, Jeff Coronado
• RE: Revit Structural, Rick
• Online archive of old Uniform Building Codes?, Gould, Diane
• Fire Rated Assembly Consultants >> One Hour Floor / Ceiling Assembly UL - G525 & G531, Jim Chatterley PE
• RE: Fire Rated Assembly Consultants >> One Hour Floor / Ceiling Assembly UL - G525 & G531, Ben Yousefi
• RE: Revit Structural, Bill Allen
• RE: Online archive of old Uniform Building Codes?, Harold Sprague
• Re: Revit Structural, Christopher Wright
• RE: Reclaim Concrete Tunnel, Harold Sprague
• RE: Fire Rated Assembly Consultants >> One Hour Floor / Ceiling Assembly UL - G525 & G531, Tom . Hunt
• RE: Revit Structural, Mark Deardorff
• Re: Revit Structural, domdean
• RE: Revit Structural, Bill Allen
• RE: Revit Structural, Mark Deardorff
• Re: Revit Structural, Bill Polhemus
• RE: Revit Structural, Garner, Robert
• Re: QUESTION REGARDING GLB REINFORCING?, Tarek Mokhtar
• RE: QUESTION REGARDING GLB REINFORCING?, Bill Allen
• Snow load in Stowe VT?, Rhkratzse

Fri Nov 16 01:31:44 GMT 2007

• Subject: Re: sustainable companies, Pinyon Engineering
• Re: Subject: Re: sustainable companies, Jnapd
• Re: USGS Web address for determining IBC SDC and Base Shear, WISH DENNIS
• RE: USGS Web address for determining IBC SDC and Base Shear, Larry Hauer
• Re: USGS Web address for determining IBC SDC and Base Shear, Paul Blomberg
• RE: QUESTION REGARDING GLB REINFORCING?, Donald Bruckman
• RE: Subject: Re: sustainable companies, Richard L. Hess
• 2006 IBC WIND ANALYSIS Question, Ed Najjarine, SE
• RE: 2006 IBC WIND ANALYSIS Question, Jason Christensen
• New IBC Structural Notes, erik gibbs
• re: straw bale homes, Andrew Kester, P.E.
• ADAPT or POSTEN ??, Stan Caldwell
• Re: DESIGN PROGRAMS FOR NEW CODE, ASLCSE
• Re: Structural Engineering Spreadsheets, ASLCSE

Sat Nov 17 00:04:43 GMT 2007

• Re: California Building Code and the 2006 IBC, ASLCSE
• Re: ADAPT or POSTEN ??, Daniel Popp
• Subject: re: straw bale homes, Pinyon Engineering
• Post-tensioned or reinforced ?, Kevin Below
• Wind tower design, Kevin Below
• Re: Post-tensioned or reinforced ?, Daniel Popp
• Strawbale engineering (was: sust. engr), Jordan Truesdell, PE
• RE: ADAPT or POSTEN ??, Paul Feather
• RE: 2006 IBC WIND ANALYSIS Question, Ed Najjarine, SE

Sun Nov 18 05:54:27 GMT 2007

• Re: Revit Structural, Bill Polhemus
• RE: Revit Structural, Scott Maxwell
• Re: Revit Structural (vista/xp), Jordan Truesdell, PE
• Re: ADAPT or POSTEN ??, Gil Brock

Mon Nov 19 00:07:17 GMT 2007

• Re: Revit Structural, Bill Polhemus
• RE: Subject: Re: sustainable companies, Conrad Harrison
• Re: Strawbale engineering (was: sust. engr), sscholl2(--nospam--at)juno.com
• Re: Strawbale engineering, Gary L. Hodgson and Assoc.
• Hay and Straw, was Re: sustainable companies, Jim Getaz
• RE: Hay and Straw, was Re: sustainable companies, Gary Loomis
• re: straw bale homes, Andrew Kester, PE
• Re: 2006 IBC WIND ANALYSIS Question, David Topete
• RE: Wind tower design, Harold Sprague
• Re: Wind tower design, Kevin Below
• Re: straw bale homes, Daryl Richardson
• Re: Wind tower design, Daryl Richardson
• Re: Wind tower design, Daryl Richardson
• New IBC conversion and Structural notes, erik gibbs

Tue Nov 20 00:58:59 GMT 2007

• RE: Hay and Straw, was Re: sustainable companies, Conrad Harrison
• Re: Wind tower design, Kevin Below
• Re: Revit Structural, Scott Maxwell
• RE: Hay and Straw, was Re: sustainable companies, Jeff Smith
• Expansion Joint in Tunnel, Samiappan Srinivasan
• Re: Wind tower design, Ashraf Manjappara
• Re: Expansion Joint in Tunnel, Bill Polhemus
• Re: Expansion Joint in Tunnel, Daryl Richardson
• Re: Strawbale engineering, Thor Matteson, SE
• Wind Uplift on Footings, Bill Allen
• Re: Wind Uplift on Footings, Steve Gordin
• Re: Wind Uplift on Footings, Neil Moore
• RE: Wind Uplift on Footings, Garner, Robert
• SEAW's Handbook of a Rapid-Solutions Methodology for Wind Design, WISH DENNIS
• Strap and Tie-Down Systems Part 2 by Alfred Commins, WISH DENNIS
• Re: Expansion Joint in Tunnel, Gil Brock

Wed Nov 21 01:05:07 GMT 2007

• RE: Wind Uplift on Footings, Bill Allen
• Re: 64 bit computers systems, Bill Polhemus
• Embarrassingly dumb question, WISH DENNIS
• Re: Wind Uplift on Footings, WISH DENNIS
• RE: Wind Uplift on Footings, Bill Allen
• Re: Embarrassingly dumb question, Jnapd
• ASCE 7-05 Wind, Doug Mayer
• Re: Embarrassingly dumb question, WISH DENNIS
• Re: Embarrassingly dumb question, Bill Polhemus
• Re: ASCE 7-05 Wind, Bill Polhemus
• Re: ASCE 7-05 Wind, WISH DENNIS
• Re: ASCE 7-05 Wind, WISH DENNIS
• Responsiblity for local conditions, WISH DENNIS
• Re: ASCE 7-05 Wind, Ralph Kratz
• Re: Responsiblity for local conditions, sscholl2(--nospam--at)juno.com
• RE: Wind Uplift on Footings, Marlou Rodriguez
• Re: Strawbale engineering, sscholl2(--nospam--at)juno.com
• RE: Responsiblity for local conditions, Scott Maxwell
• RE: Responsiblity for local conditions, Marlou Rodriguez
• RE: ASCE 7-05 Wind, Scott Maxwell
• RE: Wind Uplift on Footings, Mark Gilligan
• Wind Speeds in California, Mark Gilligan
• Uplift on Footings: Superior Foundation Walls, Eric Tompos
• Re: Responsiblity for local conditions, David Topete
• RE: Wind tower design, Harold Sprague
• Re: ASCE 7-05 Wind, Jordan Truesdell, PE
• RE: Responsiblity for local conditions, Scott Maxwell
• RE: Expansion Joint in Tunnel, Harold Sprague
• Re: Responsiblity for local conditions, Jordan Truesdell, PE
• Re: Uplift on Footings: Superior Foundation Walls, Jordan Truesdell, PE
• RE: Wind Speeds in California, Paul Feather
• Re: Responsiblity for local conditions, WISH DENNIS
• RE: Wind Uplift on Footings, Harold Sprague
• RE: Wind Uplift on Footings, Javier Encinas
• RE: Wind Uplift on Footings, Bill Allen
• Re: Responsiblity for local conditions, WISH DENNIS
• Re: Responsiblity for local conditions, WISH DENNIS
• Re: ASCE 7-05 Wind, WISH DENNIS
• Re: Wind Uplift on Footings, Drew Morris
• Re: ASCE 7-05 Wind, Neil Moore

Thu Nov 22 00:46:50 GMT 2007

• Steel SMRF beam connection, OSCAR HENRIQUEZ
• Re: ASCE 7-05 Wind, WISH DENNIS
• PEMB foundation uplift, Truitt Vance
• Re: Responsiblity for local conditions, Daryl Richardson
• Re: ASCE 7-05 Wind, Jordan Truesdell, PE
• Re: PEMB foundation uplift, Jordan Truesdell, PE
• Re: Wind tower design, Kevin Below
• RE: Wind tower design, Conrad Harrison
• Re: PEMB foundation uplift, Jim Persing
• Re: Wind tower design, Kevin Below
• Re: Wind Uplift on Footings, James Hannah
• Re: PEMB foundation uplift, Gary L. Hodgson and Assoc.
• Re: Wind tower design, Gary L. Hodgson and Assoc.
• RE: ASCE 7-05 Wind, Scott Maxwell
• RE: Strap and Tie-Down Systems Part 2 by Alfred Commins, Donald Bruckman
• Re: Strap and Tie-Down Systems Part 2 by Alfred Commins, Chuck Utzman
• RE: Strap and Tie-Down Systems Part 2 by Alfred Commins, Donald Bruckman

Fri Nov 23 14:50:51 GMT 2007

• CA & WA SE reciprocity, Sushil Chauhan
• Re: CA & WA SE reciprocity, Jake Watson
• MODELING: Accounting for a 'Black Box' Supported Structure, Bill Polhemus

Sat Nov 24 18:36:16 GMT 2007

• RE: CA & WA SE reciprocity, Scott Maxwell
• RE: Wind tower design, Harold Sprague
• Re: CA & WA SE reciprocity, Jake Watson
• BLACK BOX SUPPORTED STRUCTURE, ASC

Sun Nov 25 01:10:18 GMT 2007

• Re: Wind tower design, Robert Kazanjy
• RE: BLACK BOX SUPPORTED STRUCTURE, Nels Roselund
• RE: CA & WA SE reciprocity, Scott Maxwell
• RE: MODELING: Accounting for a 'Black Box' Supported Structure, Shaun Dustin
• RE: Steel SMRF beam connection, Shaun Dustin
• Offer to the SEAINT List, Bill Allen
• RE: Steel SMRF beam connection, Jeff Smith
• Why are my messages showing up twice?, Jeff Smith
• Re: Steel SMRF beam connection, Gerard Madden, SE
• Re: Why are my messages showing up twice?, Gerard Madden, SE

Mon Nov 26 01:58:13 GMT 2007

• RE: Why are my messages showing up twice?, Thor Tandy
• RE: Wind tower design, Harold Sprague
• RE: Wind tower design, Conrad Harrison
• Re: Responsiblity for local conditions, sscholl2(--nospam--at)juno.com
• RE: Steel SMRF beam connection, Shaun Dustin
• Re: Wind tower design, Robert Kazanjy
• RE: CA & WA SE reciprocity, Garner, Robert
• RE: ASCE 7-05 Wind (Regular & Orthogonal), Christopher Banbury
• Re: Cantilevered Retaining Wall - Rule of Thumb, Roger Davis
• RE: Cantilevered Retaining Wall - Rule of Thumb, Bill Allen
• Re: Cantilevered Retaining Wall - Rule of Thumb, Jordan Truesdell, PE
• Re: CA & WA SE reciprocity, Brad Connelly
• RE: CA & WA SE reciprocity, Scott Maxwell
• Re: Cantilevered Retaining Wall - Rule of Thumb, Roger Davis
• OOP Wall Anchorage - min. size of wood framing member, sutej
• Wide flange bearing connection, Jason Christensen
• Re: OOP Wall Anchorage - min. size of wood framing member, WISH DENNIS
• RE: Wide flange bearing connection, Paul Feather

Tue Nov 27 00:02:53 GMT 2007

• RE: Wide flange bearing connection, Jason Christensen
• RE: Wide flange bearing connection, Stuart, Matthew
• Re: Wide flange bearing connection, Jeremy White
• Re: OOP Wall Anchorage - min. size of wood framing member, Gerard Madden, SE
• Re: Cantilevered Retaining Wall - Rule of Thumb, Christopher Wright
• RE: Cantilevered Retaining Wall - Rule of Thumb, Conrad Harrison
• Re: Cantilevered Retaining Wall - Rule of Thumb, Christopher Wright
• RE: Cantilevered Retaining Wall - Rule of Thumb, Conrad Harrison
• Re: Cantilevered Retaining Wall - Rule of Thumb, Christopher Wright
• RE: Cantilevered Retaining Wall - Rule of Thumb, Bill Allen
• RE: Wide flange bearing connection, Jason Christensen
• RE: Wide flange bearing connection, Jason Christensen
• Re: Cantilevered Retaining Wall - Rule of Thumb, Daryl Richardson
• Re: Cantilevered Retaining Wall - Rule of Thumb, Drew Morris
• Another Wind Question, Doug Mayer
• Re: Cantilevered Retaining Wall - Rule of Thumb, Christopher Wright
• RE: I may have made a huge mistake..., David Fisher
• Re: CA & WA SE reciprocity, Kipp Martin
• RE: I may have made a huge mistake..., Garner, Robert
• Re: Another Wind Question, Mark Pemberton
• RE: I may have made a huge mistake..., Bill Allen
• Re: I may have made a huge mistake..., Jnapd
• Re: I may have made a huge mistake..., Joseph Harouni

Wed Nov 28 00:05:11 GMT 2007

• RE: I may have made a huge mistake..., Bill Allen
• Freezer Building Roof Snow Load, Steve Mallett
• RE: Freezer Building Roof Snow Load, Stuart, Matthew
• RE: I may have made a huge mistake..., Donald Bruckman
• RE: wide flange beam to jst girder, Andrew Kester, P.E.
• RE: wide flange beam to jst girder, Gary Loomis
• Concrete seminar in southern California, Ben Yousefi

Thu Nov 29 00:16:16 GMT 2007

• Concrete seminar in southern California, Tom . Hunt
• Re: Freezer Building Roof Snow Load, Gary L. Hodgson and Assoc.
• underground house, Christopher Banbury
• Re: underground house, Rhkratzse
• Re: Cantilevered Retaining Wall - Rule of Thumb, Roger Davis
• RE: ASCE 7-05 Wind example, Neil Moore
• threaded rod couplers, Christopher Banbury
• Re: threaded rod couplers, Tom . Hunt
• Re: underground house, Jerry Coombs
• Re: underground house, Jerry Coombs
• Re: underground house, Rhkratzse
• Re: underground house, Jerry Coombs
• Re: threaded rod couplers, Robert Kazanjy
• weld symbols, Jerry Coombs
• RE: weld symbols, Doug Mayer
• Re: weld symbols, Tom . Hunt
• R value UBC97, Jeff Smith
• RE: underground house, Jeff Smith
• Re: R value UBC97, David Topete
• RE: underground house, Richard L. Hess
• Re: underground house [gettin' pretty OT now], Rhkratzse
• RE: underground house, Bill Allen
• Re: underground house [gettin' pretty OT now], Chuck Utzman

Fri Nov 30 02:07:41 GMT 2007

• RE: underground house [gettin' pretty OT now], Richard L. Hess
• RE: underground house [gettin' pretty OT now], Jeff Smith
• RE: weld symbols, Conrad Harrison
• Re: weld symbols, Gary L. Hodgson and Assoc.
• Re: underground house, Jordan Truesdell, PE
• Re: underground house, Chuck Utzman
• RE: underground house, Garner, Robert
• RE: underground house, Jeff Smith
• re: HSS welds & HSS in general, Andrew Kester, P.E.
• re: waterproofing, etc, Andrew Kester, P.E.
• Prestressing strands 1958..., David Fisher
• RE: underground house, Richard L. Hess
• RE: underground house, Donald Bruckman

Sat Dec 01 04:07:20 GMT 2007

• Re: HSS welds & HSS in general, Joseph R. Grill
• Re: HSS welds & HSS in general, Paul Ransom

Mon Dec 03 04:08:18 GMT 2007

• RE: underground house, sscholl2(--nospam--at)juno.com
• Re: underground house, Chuck Utzman
• Re: Prestressing strands 1958..., Bill Polhemus
• Great ASCE7 spreadsheet, Mark Johnson
• RE: R value UBC97, Jeff Smith
• RE: R value UBC97, Paul Feather
• Elongation of ASTM A496, 남윤호
• Elongation of ASTM A496, Tom . Hunt
• RE: underground house, Richard L. Hess
• RE: Great ASCE7 spreadsheet, Wesley Werner
• RE: Great ASCE7 spreadsheet, Tom . Hunt
• EnerCalc 6, Yi Yang
• RE: EnerCalc 6, Wesley Werner
• RE: EnerCalc 6, Haan, Scott M POA
• Re: EnerCalc 6, Gerard Madden, SE

Tue Dec 04 00:33:16 GMT 2007

• ENERCALC 6, Michael Brooks
• CBC 2007 Seminar (free), Joseph Harouni
• Re: ENERCALC 6, HBAP
• Re: ENERCALC 6, erik gibbs
• Re: Great ASCE7 spreadsheet, Mark Johnson
• Re: ENERCALC 6, David Topete
• Elongation of ASTM A496, Trib K Mittra
• Free 2007 CBC code seminars including the LA regional amendments, Trib K Mittra
• Sloped Rafter Bearing, Doug Mayer
• Re: Sloped Rafter Bearing, Rhkratzse
• RE: Sloped Rafter Bearing, Doug Mayer
• Re: Sloped Rafter Bearing, Rhkratzse
• Re: ENERCALC 6, HBAP
• Re: Sloped Rafter Bearing, Jnapd

Wed Dec 05 01:08:53 GMT 2007

• RE: Sloped Rafter Bearing, Doug Mayer
• Re: Sloped Rafter Bearing, Jnapd
• RE: Great ASCE7 spreadsheet, Conrad Harrison
• RE: Great ASCE7 spreadsheet, Bill Allen
• RE: Sloped Rafter Bearing, Doug Mayer
• RE: Sloped Rafter Bearing, Conrad Harrison
• Why 0.2 and 1 sec for Ss and S1?, Wontae Kim
• re: variable pitch connectors, Andrew Kester, P.E.
• Roof Diaphragm Analysis, mail
• RE: Great ASCE7 spreadsheet, Dmitri Wright
• RE: Great ASCE7 spreadsheet, Bill Allen
• Re: Sloped Rafter Bearing, Jnapd
• Staggered Plywood roof sheathing, WISH DENNIS
• Re: Staggered Plywood roof sheathing, David Topete

Thu Dec 06 02:36:26 GMT 2007

• Re: EnerCalc 6, ASLCSE
• Re: Staggered Plywood roof sheathing, ASLCSE
• Re: ENERCALC 6, ASLCSE
• RE: Why 0.2 and 1 sec for Ss and S1?, Harold Sprague

Fri Dec 07 00:10:57 GMT 2007

• Perforated shear walls, Jeff Smith
• RE: Perforated shear walls, Doug Mayer
• RE: Perforated shear walls, Bill Allen
• RE: Perforated shear walls, Jason Christensen
• Re: Perforated shear walls, Jnapd
• RE: Perforated shear walls, Doug Mayer
• RE: Perforated shear walls, Jeff Smith
• RE: Perforated shear walls, Jeff Smith
• RE: Perforated shear walls, Truitt Vance
• RE: Perforated shear walls, Bill Allen
• RE: Perforated shear walls, Doug Mayer
• Re: Perforated shear walls, Chuck Utzman
• CA Licensure, Jeremy Salmon
• RE: Great ASCE7 spreadsheet / ComboBoxes, Conrad Harrison
• Re: Perforated shear walls, Gerard Madden, SE
• Re: CA Licensure, Gerard Madden, SE
• Re: CA Licensure, Scott Maxwell
• Re: Perforated shear walls, Jeff Hedman
• RE: Great ASCE7 spreadsheet / ComboBoxes, Bill Allen
• RE: Perforated shear walls, Jason Christensen
• RE: CA Licensure, Scott, William N
• Re: Perforated shear walls, Jeff Hedman
• RE: Great ASCE7 spreadsheet / ComboBoxes, Doug Mayer
• RE: Perforated shear walls, Jason Christensen
• RE: Great ASCE7 spreadsheet / ComboBoxes, Bill Allen
• RE: Perforated shear walls, Jason Christensen
• RE: Perforated shear walls, Jason Christensen
• Re: Perforated shear walls, Chuck Utzman
• RE: Perforated shear walls, Jeff Hedman
• RE: Perforated shear walls, Jeff Hedman
• Openings in concrete beams, Gaines, David
• RE: Openings in concrete beams, Stuart, Matthew
• RE: Openings in concrete beams, Casey K. Hemmatyar
• RE: Perforated shear walls, Jason Christensen
• RE: Perforated shear walls, Jason Christensen
• Re: sustainable companies, Rhkratzse
• Re: Perforated shear walls, Chuck Utzman

Sat Dec 08 05:50:58 GMT 2007

• Live and Dead Load Spreadsheet, WISH DENNIS
• Re: Openings in concrete beams, Gil Brock
• AW: Openings in concrete beams, alfred mueller
• Re: Live and Dead Load Spreadsheet, Bill Lehmer
• Re: Great ASCE7 spreadsheet / ComboBoxes, Padmanabhan Rajendran
• Boring through GLBs, Donald Bruckman
• RE: Boring through GLBs, Jeff Smith
• RE: Openings in concrete beams, Scott, William N

Sun Dec 09 00:08:54 GMT 2007

• Alternate Braced Walls and SDC D, garyg
• AW: Boring through GLBs, alfred mueller
• Re: Boring through GLBs, sscholl2(--nospam--at)juno.com
• Re: AW: Boring through GLBs, IRV FRUCHTMAN

Mon Dec 10 00:48:57 GMT 2007

• RE: Great ASCE7 spreadsheet / ComboBoxes, Conrad Harrison
• Re: Boring through GLBs, Jerry Coombs
• Stair stringer design for continuous kinked stringer, Jim Wilson
• RE: Alternate Braced Walls and SDC D, Acharya, Suresh
• RE: Live and Dead Load Spreadsheet, John Gobster
• F1554 and Fatigue, Jake Watson
• welded wire fabric for columns, David Topete

Tue Dec 11 04:29:46 GMT 2007

• Connections between timber batterns/purlins with concrete slab, Murvin Ragaven
• RE: Stair stringer design for continuous kinked stringer, Conrad Harrison
• RE: Connections between timber batterns/purlins with concrete slab, Conrad Harrison
• RE: Connections between timber batterns/purlins with concrete slab, Murvin Ragaven
• Re: welded wire fabric for columns, Jim Getaz
• Re: Stair stringer design for continuous kinked stringer, Gary L. Hodgson and Assoc.
• Re: Stair stringer design for continuous kinked stringer, Jim Wilson
• RE: Great ASCE7 spreadsheet / ComboBoxes, Bill Allen
• RE: Stair stringer design for continuous kinked stringer, Bill Allen
• Re: welded wire fabric for columns, David Topete
• Re: Great ASCE7 spreadsheet / ComboBoxes, Padmanabhan Rajendran
• Re: welded wire fabric for columns, Jnapd
• Profis Software was RE: Great ASCE7 spreadsheet / ComboBoxes, Jeff Smith
• Re: welded wire fabric for columns, David Topete
• Re: welded wire fabric for columns, Jnapd

Wed Dec 12 13:09:50 GMT 2007

• Re: welded wire fabric for columns, Jim Getaz
• Bethlehem Steel Building Case Histories, Stuart, Matthew
• Re: Openings in concrete beams, JC Wish L
• FW: Bethlehem Steel Building Case Histories, Stuart, Matthew
• Architects!, Bill Allen
• RE: Profis Software, Christopher Banbury
• RE: Architects!, David Fisher
• Removing yourself as EOR, Lloyd Pack
• RE: Profis Software, Bill Allen
• RE: Architects!, Donald Bruckman
• Re: welded wire fabric for columns, Jnapd
• Uplift on Roof Sheathing - "Pull Through" Resistance, jerold taylor
• RE: Uplift on Roof Sheathing - "Pull Through" Resistance, Gaines, David
• Re: Architects!, ASLCSE
• Re: Uplift on Roof Sheathing - "Pull Through" Resistance, Daryl Richardson
• Re: Profis Software was RE: Great ASCE7 spreadsheet / ComboBoxes, Padmanabhan Rajendran
• RE: Uplift on Roof Sheathing - "Pull Through" Resistance, Donald Bruckman
• Re: Removing yourself as EOR, Daryl Richardson
• RE: Uplift on Roof Sheathing - "Pull Through" Resistance, Tom Skaggs
• RE: Removing yourself as EOR, Garner, Robert
• Re: Removing yourself as EOR, Chuck Utzman
• RE: Removing yourself as EOR, David Fisher
• New and hopefully useful web site, Chris Slater
• RE: New and hopefully useful web site, Garner, Robert
• Re: Removing yourself as EOR, Rhkratzse
• Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Freeman C. Tang
• Re: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Gerard Madden, SE
• RE: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Gaines, David
• RE: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Freeman Tang
• Re: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appe..., Jnapd
• RE: Profis Software, Jeff Smith
• RE: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Freeman Tang
• RE: Removing yourself as EOR, Jeff Smith
• Re: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appe..., Freeman C. Tang
• Re: Removing yourself as EOR, Jnapd
• RE: Architects!, jascopac
• RE: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Bill Allen

Thu Dec 13 00:20:54 GMT 2007

• RE: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Freeman Tang
• Re: Removing yourself as EOR, Lloyd Pack
• RE: Removing yourself as EOR, Bill Allen
• Wood Framed 2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D Requirements ?, Freeman C. Tang
• Re: New and hopefully useful web site, Mark Johnson
• Re: New and hopefully useful web site, Joseph R. Grill
• Re: New and hopefully useful web site, Chris Slater
• RE: Architects!, GRUPO CG
• RE: New and hopefully useful web site, Casey K. Hemmatyar
• ASCE7-05 redundancy factor and wall design for Out-of-plane forces, OSCAR HENRIQUEZ
• RE: Wood Framed 2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D Requirements ?, Jeff Smith
• RE: ASCE7-05 redundancy factor and wall design for Out-of-plane forces, Paul Feather
• RE: ASCE7-05 redundancy factor and wall design for Out-of-plane f orces, Acharya, Suresh
• RE: New and hopefully useful web site, Micayas, Julius
• RE: Architects!, David Fisher
• RE: New and hopefully useful web site, Richard L. Hess
• RE: New and hopefully useful web site, Bill Allen

Fri Dec 14 03:00:11 GMT 2007

• Tilt-Up Wall Submittal Review, Rich Lewis
• Re: Tilt-Up Wall Submittal Review, Jake Watson
• Re: Uplift on Roof Sheathing - "Pull Through" Resistance, Thor Matteson
• RE: New and hopefully useful web site, Jerry Coombs
• Re: Tilt-Up Wall Submittal Review, Jerry Coombs
• RE: New and hopefully useful website, Jerry Coombs
• RE: New and hopefully useful web site, Chris Slater
• RE: Tilt-Up Wall Submittal Review, Bill Allen
• RE: Tilt-Up Wall Submittal Review, Christopher Banbury
• RE: New and hopefully useful website, Mark Johnson
• Re: Tilt-Up Wall Submittal Review, Mark Gilligan
• Shamefully Off-Topic: Carbon Christmas, Stan Caldwell
• RE: New and hopefully useful web site, Gaines, David
• RE: Shamefully Off-Topic: Carbon Christmas, Cummings, Thomas J.
• ASCE and its New Orleans Levees Failure Investigation, Abolhassan Astaneh-Asl
• Holiday wishes, Cummings, Thomas J.
• Re: Shamefully Off-Topic: Carbon Christmas, Christopher Wright
• RE: Shamefully Off-Topic: Carbon Christmas, Garner, Robert
• RE: New and hopefully useful web site, Bill Allen

Sat Dec 15 02:09:06 GMT 2007

• RE: Shamefully Off-Topic: Carbon Christmas, Jeff Smith
• Santa Monica Seminar, Steve Gordin

Sun Dec 16 04:11:20 GMT 2007

• Re: Santa Monica Seminar, ndz28
• Santa Monica Seminar, Abolhassan Astaneh-Asl

Mon Dec 17 10:49:30 GMT 2007

• AVAILABILITY OF DISTANCE LEARNING COURSES, ASC
• Re: Bethlehem Steel Building Case Histories, Jim Wilson
• RE: Bethlehem Steel Building Case Histories, Stuart, Matthew
• Re: Santa Monica Seminar, Paul Blomberg
• IBC Code Enforcement, raincat1
• Re: IBC Code Enforcement, Chuck Utzman
• Re: IBC Code Enforcement, Mark Pemberton
• Re: IBC Code Enforcement, Rhkratzse
• Re: IBC Code Enforcement, Mark Pemberton
• Re: IBC Code Enforcement, Gerard Madden, SE
• Re: IBC Code Enforcement, Mark Pemberton
• Basic Roof Diaph. Question, Andrew Kester, P.E.
• RE: Basic Roof Diaph. Question, Stuart, Matthew
• Re: Basic Roof Diaph. Question, Gerard Madden, SE

Tue Dec 18 01:07:22 GMT 2007

• RE: AVAILABILITY OF DISTANCE LEARNING COURSES, Conrad Harrison
• RE: Santa Monica Seminar, Yi Yang
• Re: Basic Roof Diaph. Question, Kevin Below
• RE: Basic Roof Diaph. Question, Haan, Scott M POA
• RE: Basic Roof Diaph. Question, Conrad Harrison
• RE: Alternate Braced Walls and SDC D, Ehrlich, Gary
• RE:Basic Roof Diaph. Question, Dmitri Wright
• Snow drift, Wesley Werner
• jailbreak through CMU, Christopher Banbury
• RE: Snow drift, Stuart, Matthew
• FW: Purdue University Co-Op Days Gift Donations, David Fisher
• RE: jailbreak through CMU, Garner, Robert
• RE: Snow drift, Wesley Werner
• RE: jailbreak through CMU, Jerry Coombs
• RE: Snow drift, Jason Christensen
• RE: jailbreak through CMU, Paul Feather
• Re: jailbreak through CMU, Gerard Madden, SE
• RE: jailbreak through CMU, Haan, Scott M POA
• horizontal roof bracing 2, Andrew Kester, PE
• RE: jailbreak through CMU, Christopher Banbury
• Re: Snow drift, Drew Morris
• RE: Santa Monica Seminar, Ben Yousefi
• RE: Santa Monica Seminar, Tom . Hunt
• Re: jailbreak through CMU, Jordan Truesdell, PE
• RE: Santa Monica Seminar, Casey K. Hemmatyar
• RE: Snow drift, Harold Sprague
• RE: EnerCalc 6, Haan, Scott M POA

Wed Dec 19 00:48:51 GMT 2007

• CBC 2007 Wind Load, Gerard Madden, SE
• RE: CBC 2007 Wind Load, Conrad Harrison
• RE: jailbreak through CMU, Josh Plummer
• Re: EnerCalc 6, Jim Wilson
• Re: jailbreak through CMU, Daryl Richardson
• RE: jailbreak through CMU, Conrad Harrison
• Re: EnerCalc 6, Chuck Utzman
• Re: CBC 2007 Wind Load, Scott Maxwell
• Re: CBC 2007 Wind Load, Gerard Madden, SE
• RE: EnerCalc 6, Wesley Werner
• Re: CBC 2007 Wind Load, Scott Maxwell
• Re: EnerCalc 6, bpce
• Re: CBC 2007 Wind Load, Jim Getaz
• Re: CBC 2007 Wind Load, Dmitri Wright
• Snow drift, Dmitri Wright
• Re: CBC 2007 Wind Load, Gerard Madden, SE
• ASCE7 Question, Alden Manipula
• RE: ASCE7 Question, Micayas, Julius

Thu Dec 20 04:30:21 GMT 2007

• Special CMU walls, Jason Christensen
• RE: AVAILABILITY OF DISTANCE LEARNING COURSES, Conrad Harrison
• AVAILABILITY OF DISTANCE LEARNING COURSES, AWC Info
• Re: Santa Monica Seminar, ASLCSE
• Re: Special CMU walls, Jeff Hedman
• Re: Special CMU walls, Jnapd
• Address to Lat/Long Converter, Mark Johnson
• RE: Address to Lat/Long Converter, Thor Tandy
• Design of Pavement Section, Bill Allen
• Re: Design of Pavement Section, Jnapd
• RE: Design of Pavement Section, Bill Allen
• Re: Design of Pavement Section, Jnapd
• Re: Design of Pavement Section, Tom . Hunt
• RE: Design of Pavement Section, Gary Loomis
• RE: Design of Pavement Section, Scott, William N
• timber pedestrian bridge, Christopher Banbury

Fri Dec 21 02:01:17 GMT 2007

• RE: timber pedestrian bridge, Scott Maxwell
• Re: Design of Pavement Section, sscholl2(--nospam--at)juno.com
• timber pedestrian bridge, AWC Info
• RE: Design of Pavement Section, Bill Allen
• Re: Design of Pavement Section, Lloyd Pack
• technical References and Advice of CMU Wall Cracking, jerold taylor
• Re: CBC 2007 Wind Load, Adam Vakiener
• Re: CBC 2007 Wind Load, David Topete
• Re: CBC 2007 Wind Load, Jerry Coombs
• RE: technical References and Advice of CMU Wall Cracking, Richard L. Hess
• RE: CBC 2007 Wind Load, Scott Maxwell
• RE: technical References and Advice of CMU Wall Cracking, Scott Maxwell

Sat Dec 22 01:00:42 GMT 2007

• Re: Shamefully Off-Topic: Carbon Christmas, Michel
• Re: FW: RE: technical References and Advice of CMU Wall Cracking, jerold taylor
• RE: technical References and Advice of CMU Wall Cracking, jerold taylor
• RE: FW: RE: technical References and Advice of CMU Wall Cracking, Scott Maxwell
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Scott Threewitt is out of the office., SThreewitt
• HSS welds, Mark Johnson
• RE: FW: RE: technical References and Advice of CMU Wall Cracking, Richard Hess
• Best Wishes, Daryl Richardson
• Re: HSS welds, Gerard Madden, SE
• RE: FW: RE: technical References and Advice of CMU Wall Cracking, sscholl2(--nospam--at)juno.com
• Re: FW: RE: technical References and Advice of CMU Wall Cracking, jerold taylor

Sun Dec 23 11:14:58 GMT 2007

• AW: Best Wishes, Alfred Müller

Mon Dec 24 17:51:14 GMT 2007

• wind load calc's progrm, DA ENGINEERING

Tue Dec 25 00:29:11 GMT 2007

• Merry Christmas, raymond shreenan
• RE: wind load calc's progrm, Rich Lewis

Wed Dec 26 15:39:18 GMT 2007

• 2008 Los Angeles Building Code, Paul Blomberg
• Design Examples, Dave Adams
• RE: Design Examples, Harold Sprague
• Re: 2008 Los Angeles Building Code, Paul Blomberg
• Re: 2008 Los Angeles Building Code, DA ENGINEERING

Thu Dec 27 12:54:44 GMT 2007

• RE: Design Examples, Jim Getaz
• E-Defense Blind Analysis Contest Results, Harold Sprague
• Fundamental period of tanks, Dave Adams
• Re: Fundamental period of tanks, Tom . Hunt
• Procedures, Gary Loomis
• RE: Fundamental period of tanks, Harold Sprague
• RE: Fundamental period of tanks, Dave Adams

Fri Dec 28 00:02:29 GMT 2007

• RE: Procedures, Donald Bruckman
• RE: Procedures, Mark Gilligan
• RE: Procedures, Bill Allen
• Re: Procedures, Jordan Truesdell, PE
• Re: Design Examples, Jordan Truesdell, PE
• Re: Procedures, Jim Getaz
• RE: Fundamental period of tanks, Dave Adams
• Re: Design Examples, Mark Johnson
• Contec AAC, Chris Slater
• Re: Fundamental period of tanks, Kipp Martin
• Re: Contec AAC, Ralph Kratz
• Re: Design Examples, Ralph Kratz
• RE: Contec AAC, Scott, William N
• Re: Procedures, Daryl Richardson
• Re: Contec AAC, Daryl Richardson
• RE: Fundamental period of tanks, Tom . Hunt
• Re: Procedures, Gerard Madden, SE
• Re: Design Examples, Mark Johnson
• RE: Procedures, Gary Loomis
• RE: Contec AAC, Harold Sprague
• Re: Design of Pavement Section, Henry Fairbairn
• RE: Contec AAC, Nels Roselund

Sat Dec 29 08:25:02 GMT 2007

• Off Topic: Wimax in Bangalore, G Vishwanath
• RE: Design Examples, Scott Maxwell
• RE: Contec AAC, Scott Maxwell

Sun Dec 30 14:32:24 GMT 2007

• Re: Off Topic: Wimax in Bangalore, Bill Polhemus
• Stability of highrise buildings for seismic loads, Brijbhushan J. Gupta

Mon Dec 31 13:13:06 GMT 2007

• Happy New Year, Gary L. Hodgson and Assoc.
• Re: Happy New Year, Jnapd
• HIGH SEISMIC LOADS, ASC
• Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), Bill Allen

Tue Jan 01 05:32:28 GMT 2008

• Re: HIGH SEISMIC LOADS, Christopher Wright
• RE: Stability of highrise buildings for seismic loads, Scott Maxwell

---

Mail converted by MHonArc