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SEAINT Mail Archive 2007 (Jul-Sep)

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: 1061

Sun Jul 01 06:25:04 GMT 2007

• Bluetooth headset for speech recognition, Dennis Wish
• Re: Bluetooth headset for speech recognition, Gerard Madden, SE
• RE: REVIT, Thor Tandy

Mon Jul 02 05:15:44 GMT 2007

• RE: REVIT, Conrad Harrison
• Document Control Systems - Suggestions Requested, John Whitty
• Disastrous Interview, G Vishwanath
• Document Control Systems - Suggestions Requested, Tom . Hunt
• Document Control Systems - Suggestions Requested, TBerair
• Disastrous interview - scanned image, G Vishwanath
• Re: Document Control Systems - Suggestions Requested, Christopher Wright
• RE: Disastrous Interview, Thor Tandy
• Disastrous Interview, Thor Tandy
• Strength Design of Masonry Wall (per UBC), Bill Allen

Tue Jul 03 00:58:26 GMT 2007

• Re: Strength Design of Masonry Wall (per UBC), S. Gordin
• The scanned images -See it to believe it., G Vishwanath
• Ataullah Khan is out of the office., Ataullah . Khan
• Re: Document Control Systems - Suggestions Requested, Ray Pixley
• Re: Document Control Systems - Suggestions Requested, Mark Gilligan
• Re: Document Control Systems - Suggestions Requested, Daryl Richardson
• Re: Strength Design of Masonry Wall (per UBC), Scott Maxwell
• Re: Document Control Systems - Suggestions Requested, Alex C. Nacionales
• RE: Strength Design of Masonry Wall (per UBC), Bill Allen
• Banging Bolts?, Bill Allen
• RE: Banging Bolts?, Casey K. Hemmatyar
• Banging bolts, Bob Freeman
• Re: Banging bolts, Rhkratzse
• Re: Banging Bolts?, Sean Martin
• RE: Banging bolts, Scott Maxwell
• Re: Document Control Systems - Suggestions Requested, Jordan Truesdell, PE

Wed Jul 04 04:55:32 GMT 2007

• Greetings from Vish, G Vishwanath
• RE: Banging Bolts?, Harold Sprague
• RE: Banging bolts, Dennis Wish
• Scott Threewitt is out of the office., SThreewitt
• Vish responds to Prabhu on the subject of Disastrous interview, G Vishwanath
• Disastrous Interview that Did Not Happen, Michel
• Document Control Systems - Suggestions Requested, Eric Tompos
• Re: Document Control Systems - Suggestions Requested, Michel
• RE: Greetings from Vish, David L. Fisher

Thu Jul 05 04:52:13 GMT 2007

• Re: Disastrous Interview, Ashraf Manjappara
• Disastrous Interview that Did Not Happen, Olexandre Bausk
• Document Control Systems - Suggestions Requested, Trib K Mittra
• Re: Disastrous Interview that Did Not Happen, Michel
• PUBLIC APOLOGY FROM VISH, G Vishwanath
• Disastrous Interview that Did Not Happen, Olexandre Bausk
• Re: Banging Bolts?, Olexandre Bausk
• Disastrous Interview, Jim Lutz
• Re: Document Control Systems - Suggestions Requested, Olexandre Bausk
• RE: Disastrous Interview, Michel Blangy
• View proposed ACI 318 revisions, Ward . Malisch
• Re: Disastrous Interview, Christopher Wright
• RE: Disastrous Interview, Donald Bruckman
• RE: Disastrous Interview, Michel Blangy
• disastrous interview-education, Bob Freeman
• Re: Disastrous Interview, Scott E Maxwell
• Re: View proposed ACI 318 revisions, Scott E Maxwell
• RE: disastrous interview-education, Michel Blangy
• Re: View proposed ACI 318 revisions, Jordan Truesdell, PE
• Re: Disastrous Interview, Jordan Truesdell, PE
• RE: Disastrous Interview, David Topete
• Re: Disastrous Interview, Rand W Holtham
• RE: engineering LLC, Gautam Manandhar

Fri Jul 06 13:13:45 GMT 2007

• Re: View proposed ACI 318 revisions, bill
• Design of Stand-Off Anchor Bolts, Gary L. Hodgson and Assoc.
• Re: View proposed ACI 318 revisions, Jordan Truesdell, PE
• RE: Design of Stand-Off Anchor Bolts, Garner, Robert
• Re: View proposed ACI 318 revisions, Bill Cain
• RE: View proposed ACI 318 revisions, Garner, Robert
• RE: View proposed ACI 318 revisions, Padmanabhan Rajendran
• Re: View proposed ACI 318 revisions, Christopher Wright
• Re: View proposed ACI 318 revisions, Gerard Madden, SE
• RE: View proposed ACI 318 revisions, Donald Bruckman
• Re: View proposed ACI 318 revisions, Tarek Mokhtar
• Re: View proposed ACI 318 revisions, Daryl Richardson
• Re: View proposed ACI 318 revisions, Scott E Maxwell
• RE: View proposed ACI 318 revisions, Scott E Maxwell
• RE: View proposed ACI 318 revisions, Scott E Maxwell
• RE: View proposed ACI 318 revisions, Garner, Robert
• Codes for "free", Garner, Robert

Sat Jul 07 00:35:19 GMT 2007

• RE: View proposed ACI 318 revisions, Bill Allen
• Re: View proposed ACI 318 revisions, Gary L. Hodgson and Assoc.
• Code Distribution Cost (was RE: View proposed ACI 318 revisions), Ray Pixley
• Lag Screws in Withdrawal, Thor Tandy
• Re: Code Distribution Cost (was RE: View proposed ACI 318 revisions), Christopher Wright
• RE: Code Distribution Cost (was RE: View proposed ACI 318 revisions), Donald Bruckman
• RE: View proposed ACI 318 revisions, Scott Maxwell
• RE: Code Distribution Cost (was RE: View proposed ACI 318 revisions), Scott Maxwell
• Re: View proposed ACI 318 revisions, S. Gordin
• RE: Code Distribution Cost (was RE: View proposed ACI 318 revisions), Scott Maxwell
• RE: Code Distribution Cost (was RE: View proposed ACI 318 revisions), William.Sherman
• SE Education, Stan Caldwell

Sun Jul 08 03:59:35 GMT 2007

• RE: Code Distribution Cost, Ray Pixley
• Re: Lag Screws in Withdrawal, Olexandre Bausk
• Re: SE Education, erik gibbs
• Re: SE Education, Christopher Wright

Mon Jul 09 00:03:33 GMT 2007

• RE: SE Education, Donald Bruckman
• Re: SE Education, Jordan Truesdell, PE
• Re: SE Education, Gary L. Hodgson and Assoc.
• FrameSolver 2D, Ramy Shameia
• fastframe on vista, David Adie
• SE Education, Michael Hemstad
• RE: Proposed ACI 318 revisions >> Additions >> Cyclic loaded Racking Shear Testing Protocal, Jim Chatterley PE
• Lag Screws in Withdrawal, AWC Info
• RE: Lag Screws in Withdrawal, Thor Tandy
• Mathcad 14, Mark Deardorff
• Why?, Michel Blangy
• Re: Sulphur Pit Roof Emergency, Daryl Richardson
• Problems with software installation in Vista OS., Dennis Wish
• RE: Problems with software installation in Vista OS., Michel Blangy
• Re: Why?, Jordan Truesdell, PE
• RE: Why?, David Fisher
• RE: Why?, Mark Deardorff
• RE: Why?, David Fisher
• RE: REVIT, Barry Welliver
• RE: REVIT, Mark Deardorff

Tue Jul 10 05:28:47 GMT 2007

• Re: REVIT, Michael Stone
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Re: Why?, G Vishwanath
• RE: REVIT, Donald Bruckman
• RE: REVIT, Bill Allen
• 'Epoxy creep' factor in Big Dig death, Paul Blomberg
• RE: Why?, Paul Feather
• RE: Why?, Michel Blangy
• Re: Why?, Daryl Richardson
• Re: Why?, Rhkratzse
• Re: 'Epoxy creep' factor in Big Dig death -- oblivious, Rhkratzse
• RE: 'Epoxy creep' factor in Big Dig death, Donald Bruckman
• Wind Loading, The Best Always
• RE: Wind Loading, Scott, William N
• Re: 'Epoxy creep' factor in Big Dig death -- oblivious, Christopher Wright
• RE: Proposed ACI 318 revisions >> Additions >> Cyclic loaded Racking Shear Testing Protocal, Scott Maxwell
• RE: Why?, Paul Feather
• RE: Why?, Donald Bruckman
• Re: Proposed ACI 318 revisions >> Additions >> Cyclic loaded Racking Shear Testing Protocal, Rhkratzse
• Re: REVIT, Bill Cain

Wed Jul 11 01:45:11 GMT 2007

• RE: 'Epoxy creep' factor in Big Dig death, Josh Plummer
• Re: 'Epoxy creep' factor in Big Dig death, Drew Morris
• Big Dig Roof Collase - NTSB - Board Meetings, Drew Morris
• RE: 'Epoxy creep' factor in Big Dig death, Scott Maxwell
• Re: 'Epoxy creep' factor in Big Dig death, Gary L. Hodgson and Assoc.
• RE: 'Epoxy creep' factor in Big Dig death, David Fisher
• Re: 'Epoxy creep' factor in Big Dig death, Jordan Truesdell, PE
• RE: 'Epoxy creep' factor in Big Dig death, Wesley Werner
• RE: 'Epoxy creep' factor in Big Dig death, David Fisher
• Re: 'Epoxy creep' factor in Big Dig death, Robert Kazanjy
• Florida PE site supervision position, David Fisher
• Re: 'Epoxy creep' factor in Big Dig death, Christopher Wright
• waterstoppers in concrete, Drew Morris

Thu Jul 12 05:40:06 GMT 2007

• RE:waterstoppers in concrete, Mark Gilligan
• Enercalc, again, Padmanabhan Rajendran
• Enercalc, again, Padmanabhan Rajendran
• Offtopic? ACEC, M. David Finley, P.E., P.A.
• RE:waterstoppers in concrete, Kipp Martin
• RE: Offtopic? ACEC, Christopher Banbury
• RE: Enercalc, again, Casey K. Hemmatyar
• Story shear for ramps, Anantha Narayan C.K.
• Re: Story shear for ramps; ramps as braces?, Rhkratzse
• RE: Enercalc, again, Padmanabhan Rajendran
• RE: Enercalc, again, Casey K. Hemmatyar
• RE: Story shear for ramps; ramps as braces?, Kimberley Robinson
• RE: Story shear for ramps; ramps as braces?, Anantha Narayan C.K.

Fri Jul 13 11:21:55 GMT 2007

• RE: Story shear for ramps; ramps as braces?, Jim Getaz
• RE: Enercalc, again, Larry Hauer
• hss post weld on caps, Christopher Banbury
• RE: hss post weld on caps, Donald Bruckman
• RE: Story shear for ramps; ramps as braces?, Anantha Narayan C.K.
• Wood interior wall studs, Andy Heigley
• RE: Wood interior wall studs, David Topete
• RE: Wood interior wall studs, Mark Deardorff
• RE: Wood interior wall studs, Mark Deardorff
• RE: Wood interior wall studs, Meyer, Albert
• RE: Wood interior wall studs, Haan, Scott M POA
• RE: Wood interior wall studs, Wesley Werner
• RE: Wood interior wall studs, Donald Bruckman
• STEEL FAB: QA/QC Procedures, bill
• RE: Wood interior wall studs, Andy Heigley
• RE: Wood interior wall studs, Andy Heigley
• RE: Wood interior wall studs, Marlou Rodriguez
• RE: STEEL FAB: QA/QC Procedures, Garner, Robert
• Re: Wood interior wall studs, Jordan Truesdell, PE
• Re: Wood interior wall studs, Joseph R. Grill
• RE: Wood interior wall studs, Donald Bruckman
• Re: STEEL FAB: QA/QC Procedures, Paul Blomberg
• RE: Wood interior wall studs, Haan, Scott M POA
• Re: Wood interior wall studs, Tarek Mokhtar
• Two-way flat plate hairline cracks radiating from columns, Haan, Scott M POA
• RE: Wood interior wall studs, Andy Heigley
• RE: Wood interior wall studs, Haan, Scott M POA
• Re: Wood interior wall studs, Joseph R. Grill
• RE: Wood interior wall studs, Haan, Scott M POA
• Re: Wood interior wall studs, Joseph R. Grill
• RE: Wood interior wall studs, Haan, Scott M POA
• RE: Wood interior wall studs, Donald Bruckman
• RE: Wood interior wall studs, Andy Heigley
• Re: Wood interior wall studs, Joseph R. Grill
• RE: Wood interior wall studs, Haan, Scott M POA
• RE: Wood interior wall studs, Josh Comfort
• RE: Two-way flat plate hairline cracks radiating from columns, Stuart, Matthew
• RE: Wood interior wall studs, Jason Christensen
• RE: Two-way flat plate hairline cracks radiating from columns, Haan, Scott M POA
• Spectral Acceleration using 2006 IBC, Larry Hauer
• RE: Wood interior wall studs, Donald Bruckman
• RE: Spectral Acceleration using 2006 IBC, David Topete
• RE: Wood interior wall studs, Jason Christensen
• Wall deflection, Mark Deardorff
• RE: Spectral Acceleration using 2006 IBC, John Atilano
• RE: Spectral Acceleration using 2006 IBC, David Topete
• Re: Wood interior wall studs, Bill Cain
• Re: Spectral Acceleration using 2006 IBC, Bill Cain

Sat Jul 14 05:16:59 GMT 2007

• Re: Spectral Acceleration using 2006 IBC, Mark Gilligan
• Re: hss post weld on caps, Gary L. Hodgson and Assoc.
• Re: Wood interior wall studs, Paul Ransom
• Re: Enercalc, again, ASLCSE

Sun Jul 15 00:48:10 GMT 2007

• RE: Wood interior wall studs, Rich Lewis
• RE: Wood interior wall studs, Scott Maxwell
• RE: Story shear for ramps; ramps as braces?, James Getaz

Mon Jul 16 02:00:49 GMT 2007

• RE: Enercalc, again, Michael Brooks
• FW: Enercalc, again, Michael Brooks
• Re: Wood interior wall studs, Jordan Truesdell, PE
• RE: Enercalc, again, Jim Chatterley PE
• Re: STEEL FAB: QA/QC Procedures, Bill Polhemus
• Retaining Wall with Key, William.Sherman
• RE: Retaining Wall with Key, gloomis
• Re: Enercalc, again, Bill Cain
• Re: STEEL FAB: QA/QC Procedures, Robert Kazanjy
• Distribution Width for Concentrated Load on Concrete Wall, Bill Allen
• RE: Distribution Width for Concentrated Load on Concrete Wall, Mark Deardorff
• Re: FW: Enercalc, again, Padmanabhan Rajendran
• RE: Distribution Width for Concentrated Load on Concrete Wall, Bill Allen
• Wall deflection, Mark Deardorff
• RE: Distribution Width for Concentrated Load on Concrete Wall, Scott Maxwell
• Re: Spectral Acceleration using 2006 IBC, Mark Johnson
• Re: STEEL FAB: QA/QC Procedures, Christopher Wright
• Re: Retaining Wall with Key, Jake Watson
• Various Rants Regarding Structural Engineering Practice in the Process Industry, Bill Polhemus
• Re: Spectral Acceleration using 2006 IBC, Ashwin Ranga Swamy
• RE: Spectral Acceleration using 2006 IBC, Jason Christensen

Tue Jul 17 10:21:53 GMT 2007

• Residential Engineering Review/Coordination Process, mail
• Re: Residential Engineering Review/Coordination Process, Jordan Truesdell, PE
• RE: Wood interior wall studs, Andy Heigley
• Maximum Moments in Beams, Mauricio Castro
• RE: Maximum Moments in Beams, Josh Comfort
• RE: Maximum Moments in Beams, Mauricio Castro
• Ground improvement - Stone columns, Kirtesh Gandhi
• masonry development length equations, Christopher Banbury
• Re: Maximum Moments in Beams, Paul Blomberg
• RE: Retaining Wall with Key, William.Sherman
• masonry wall adjustable anchor, Christopher Banbury
• RE: masonry wall adjustable anchor, Michelle Motchos
• RE: Retaining Wall with Key, William.Sherman
• RE: masonry wall adjustable anchor, Scott Maxwell
• RE: masonry development length equations, Scott Maxwell
• Re: Maximum Moments in Beams, Bill Cain
• Retaining wall sliding stability, William.Sherman
• RE: masonry development length equations, William.Sherman
• RE: Retaining Wall with Key, Michel Blangy

Wed Jul 18 02:35:08 GMT 2007

• RE: masonry development length equations, Scott Maxwell
• RE: masonry development length equations, Christopher Banbury
• RE: masonry development length equations, Scott Maxwell
• Re: Ground improvement - Stone columns, Jordan Truesdell, PE
• Re: Ground improvement - Stone columns, Jim Getaz
• RE: Masonry development lengths, Adam Vakiener
• Re: Residential Engineering Review/Coordination Process, Andy Richardson
• Jing, G Vishwanath
• Re: Jing, Rand W Holtham
• UBC-97 and Piperacks, Rand W Holtham
• Invitation to meet (location specific: Toronto/GTA), Alexander Bausk
• Re: UBC-97 and Piperacks, Tom . Hunt
• Backstop Design, Brian K. Smith
• Backstop Design, Brian K. Smith
• Re: Backstop Design, Jordan Truesdell, PE
• RE: Backstop Design, Scott, William N
• Re: Backstop Design, Brian K. Smith
• RE: Jing, Effland, Greg
• Interior Wall Loading, Jim Lutz
• Retaining Wall with Key, Michael Hemstad
• Re: Interior Wall Loading, Dave Handy
• Re: Interior Wall Loading, Jordan Truesdell, PE
• PCA Mat software, Marlou Rodriguez
• Interesting new approach to RC design software, Ahmad Khoury
• Re: Interior Wall Loading, Dave Handy
• Seismic factors by address, Mark Deardorff
• RE: Seismic factors by address, Harris, Brian
• Re: Seismic factors by address, Robert Kazanjy
• sheet numbering conventions, Christopher Banbury
• Eccentric Shear on Screws, Brad Cameron
• RE: sheet numbering conventions, Michelle Motchos
• RE: sheet numbering conventions, Rich Lewis
• RE: Maximum Moments in Beams, Rich Lewis

Thu Jul 19 00:11:58 GMT 2007

• RE: sheet numbering conventions, Mark Johnson
• Re: sheet numbering conventions, Drew Morris
• RE: Maximum Moments in Beams, Mauricio Castro
• Zamzar, G Vishwanath
• Re: Interior Wall Loading, Gary L. Hodgson and Assoc.
• Masonry lap length, Friis, Donna
• RE: Masonry lap length, Scott Maxwell
• nds 05, David Adie
• Re: PCA Mat software, Bill Polhemus
• Project Management Software, Mark Deardorff
• RE: PCA Mat software, Marlou Rodriguez
• Steel drag strut to masonry connection, Jeff Hedman
• Steel drag strut to masonry connection, Tom . Hunt
• RE: Steel drag strut to masonry connection, David Topete
• PCA Mats Software, Jim Lutz
• Re: Project Management Software, Bill Polhemus
• RE: Steel drag strut to masonry connection, Joel Adair
• Re: PCA Mats Software, Gerard Madden, SE
• RE: Steel drag strut to masonry connection, Jeff Hedman
• RE: Steel drag strut to masonry connection, David Topete
• Re: Ground improvement - Stone columns, Ashraf Manjappara
• RE: PCA Mats Software, Marlou Rodriguez
• RE: Steel drag strut to masonry connection, Tom . Hunt
• masonry vertical control joints, Christopher Banbury
• RE: masonry vertical control joints, Scott Maxwell
• Re: PCA Mats Software, Gerard Madden, SE
• RE: masonry vertical control joints, Mark Deardorff

Fri Jul 20 11:12:13 GMT 2007

• Subject: Masonry lap length, Adam Vakiener
• RE: Masonry lap length, Adam Vakiener
• RE: Eccentric Shear on Screws, gloomis
• RE: LENTON Mason Lock, Martin Li
• Re: Eccentric Shear on Screws, Jim Wilson
• Design preference for non-bearing wall connectors, Donald Bruckman
• RE: LENTON Mason Lock, Donald Bruckman
• RE: Design preference for non-bearing wall connectors, David Topete
• RE: Project Management Software, Donald Bruckman
• RE: Residential Engineering Review/Coordination Process, Christopher Banbury
• Re: Residential Engineering Review/Coordination Process, Rhkratzse
• responsibility to retrofit existing structure during renovation, Christopher Banbury
• RE: Steel drag strut to masonry connection, Donald Bruckman
• RE: Design preference for non-bearing wall connectors, Doug Mayer
• RE: Design preference for non-bearing wall connectors, Jim Wilson
• RE: Design preference for non-bearing wall connectors, Donald Bruckman
• PCA Mats Software, Ahmad Khoury

Sat Jul 21 00:09:32 GMT 2007

• Re: Design preference for non-bearing wall connectors, Paul Blomberg
• Re: Eccentric Shear on Screws, Gary L. Hodgson and Assoc.

Sun Jul 22 22:44:31 GMT 2007

• RE: Design preference for non-bearing wall connectors, Harold Sprague

Mon Jul 23 04:05:12 GMT 2007

• Re: Eccentric Shear on Screws, Paul Ransom
• Lime Silo Foundation, Mark McCormick
• RE: Lime Silo Foundation, Jason Christensen
• RE: responsibility to retrofit existing structure during renovation, Barry Welliver
• Re: PCA Mats Software, Bill Polhemus
• Re: Lime Silo Foundation, Bill Polhemus
• RE: responsibility to retrofit existing structure during renovation, Christopher Banbury
• Steel drag strut to masonry connection, Rand W Holtham
• RE: Steel drag strut to masonry connection, Rand W Holtham
• Re: PCA Mats Software, Gerard Madden, SE
• RE: responsibility to retrofit existing structure during renovation, Barry Welliver
• Re: Lime Silo Foundation, Mark McCormick
• Redundancy R-factor and new math, Pinyon Engineering
• Re: Redundancy R-factor and new math, Gerard Madden, SE
• RE: Redundancy R-factor and new math, Tom Skaggs
• RE: LENTON Mason Lock, Martin Li
• Redundancy R-factor and new math, Pinyon Engineering
• RE: Redundancy R-factor and new math, Harold Sprague
• Re: Redundancy R-factor and new math, Gerard Madden, SE

Tue Jul 24 05:39:38 GMT 2007

• RE: responsibility to retrofit existing structure during renovation, Mark Gilligan
• RE: responsibility to retrofit existing structure during renovation, lila haj najafi
• Re: Lime Silo Foundation, Gary L. Hodgson and Assoc.
• Re: responsibility to retrofit existing structure during renovation, Jordan Truesdell, PE
• waterstop for cast in place joints, Christopher Banbury
• Re: waterstop for cast in place joints, Tom . Hunt
• Re: waterstop for cast in place joints, Kipp Martin
• RE: waterstop for cast in place joints, Sanjay Verma

Wed Jul 25 06:33:43 GMT 2007

• Wind Load Combinations, The Best Always
• excavation safety, Christopher Banbury
• RE: excavation safety, Scott, William N
• RE: excavation safety, Dick_Roberts
• RE: excavation safety, Barry Welliver
• RE: excavation safety, David Topete
• excavation, Bob Freeman
• RE: excavation safety, bart
• was excavation, Bob Freeman
• RE: excavation safety, Christopher Banbury
• RE: was excavation, David Topete
• RE: was excavation, David Fisher
• RE: was excavation, Garner, Robert
• RE: was excavation, Christopher Banbury
• RE: was excavation, Michel Blangy
• Re: was excavation, Gerard Madden, SE

Thu Jul 26 07:19:28 GMT 2007

• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Re: was excavation, Rand W Holtham
• RE: was excavation, Mark Deardorff
• RE: was excavation, Alpana Kumar
• Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Lakhani, Sid
• RE: was excavation, Michel Blangy
• Re: excavation, Lloyd Pack
• RE: excavation, Garner, Robert
• RE: excavation, Michel Blangy
• RE: excavation, Michel Blangy
• RE: excavation, Dick_Roberts
• RE: excavation, Garner, Robert
• RE: excavation, Michel Blangy
• RE: excavation, Truitt Vance
• Re: excavation, Bill Cain
• Re: excavation, Bill Cain
• RE: excavation, Lloyd Pack

Fri Jul 27 00:58:20 GMT 2007

• Transmission of Concrete Wall Loads Through Slabs, Daniel Popp
• Out of Plane shearwall Loading, erik gibbs
• RE: Out of Plane shearwall Loading, Robert Jonkman
• RE: Out of Plane shearwall Loading, Casey K. Hemmatyar
• Re: Out of Plane shearwall Loading, Neil Moore
• Re: Out of Plane shearwall Loading, DomDean
• Re: Out of Plane shearwall Loading, Gerard Madden, SE
• APA report on new over existing roof sheathing, David Topete
• RE: APA report on new over existing roof sheathing, Scott Maxwell

Sat Jul 28 14:47:23 GMT 2007

• International Conference - Publicity - Request - Regarding., pillai perumal

Sun Jul 29 06:26:10 GMT 2007

• International Conference - Publicity - Request - Regarding., pillai perumal
• Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Lakhani, Sid

Tue Jul 31 15:56:11 GMT 2007

• Test! Is SEAINT List Server working?, Casey K. Hemmatyar
• RE: Test! Is SEAINT List Server working?, David Fisher
• RE: Test! Is SEAINT List Server working?, David Topete
• RE: Test! Is SEAINT List Server working?, Micayas, Julius
• Z properties, calculations, Jason Christensen
• Wave Action - Connecticut shore line, Micayas, Julius
• RE: Z properties, calculations, David Topete
• Re: Wave Action - Connecticut shore line, bart
• RE: Z properties, calculations, Jason Christensen
• Re: Wave Action - Connecticut shore line, Tom . Hunt
• RE: Wave Action - Connecticut shore line, Micayas, Julius
• Re: Wave Action - Connecticut shore line, Neil Moore

Wed Aug 01 08:29:59 GMT 2007

• PLASTIC BENDING, ASC

Thu Aug 02 01:20:22 GMT 2007

• Bridge collapse in Minnesota, Scott Maxwell
• ACI Minimum AB Spacing, Rand W Holtham
• Re: Bridge collapse in Minnesota, Paul Blomberg
• RE: Bridge collapse in Minnesota, Scott Maxwell
• IBC Wood Frame Shear Wall Table -- panels over gypsum, Tom Skaggs
• RE: Bridge collapse in Minnesota, Rand W Holtham
• RE: IBC Wood Frame Shear Wall Table -- panels over gypsum, Mark Deardorff
• drywall on plywood fire rating, Bob Freeman
• Glu-Lam beam with Steel Channel calc, erik gibbs
• RE: Glu-Lam beam with Steel Channel calc, Garner, Robert
• Re: Glu-Lam beam with Steel Channel calc, Tom . Hunt
• Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Lakhani, Sid
• RE: Glu-Lam beam with Steel Channel calc, Josh Comfort
• RE: Glu-Lam beam with Steel Channel calc, Tarek Mokhtar
• RE: Glu-Lam beam with Steel Channel calc, Jerry Coombs
• Re: IBC Wood Frame Shear Wall Table -- panels over gypsum, Gerard Madden, SE
• Re: Glu-Lam beam with Steel Channel calc, Gerard Madden, SE
• RE: Glu-Lam beam with Steel Channel calc, Garner, Robert
• RE: Bridge collapse in Minnesota, Scott Maxwell
• RE: Glu-Lam beam with Steel Channel calc, Scott Maxwell
• RE: ACI Minimum AB Spacing, Scott Maxwell
• RE: ACI Minimum AB Spacing, William.Sherman
• RE: ACI Minimum AB Spacing, Christopher Banbury
• RE: Bridge collapse in Minnesota, Rand W Holtham
• RE: ACI Minimum AB Spacing, Christopher Banbury
• HSS Framing, Joseph Eribarne

Fri Aug 03 01:28:19 GMT 2007

• Re: Glu-Lam beam with Steel Channel calc, Bill Cain
• RE: HSS Framing, Conrad Harrison
• Re: Glu-Lam beam with Steel Channel calc, erik gibbs
• RE:Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Pinyon Engineering
• RE: Glu-Lam beam with Steel Channel calc, Pinyon Engineering
• Re: Glu-Lam beam with Steel Channel calc, Daryl Richardson
• RE:Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Harold Sprague

Mon Aug 06 00:53:32 GMT 2007

• [no subject], Daryl Richardson
• Deflection of Wood Studs for Brick, Zaitz, Michael
• RE: Deflection of Wood Studs for Brick, Mark Deardorff
• Re: Deflection of Wood Studs for Brick, Rhkratzse
• Re: Deflection of Wood Studs for Brick, Jordan Truesdell, PE
• Re: Deflection of Wood Studs for Brick, Neil Moore
• Masonry exposed to chlorides, Christopher Banbury
• 2007 California Building Code, John Atilano

Tue Aug 07 05:26:54 GMT 2007

• RE: 2007 California Building Code, Mark Gilligan
• FrameSolver 2D, Ramy Shameia
• RE: Glu-Lam beam with Steel Channel calc, Bill Allen
• Re: Glu-Lam beam with Steel Channel calc, Joseph R. Grill
• RE: Glu-Lam beam with Steel Channel calc, Jerry Coombs
• RE: 2007 California Building Code, Ben Yousefi
• Re: Glu-Lam beam with Steel Channel calc, Rhkratzse
• Deflection Limits for Studs Backing Brick Veneer, Harold Sprague
• Prequalified Welds in the AISC Manual, 13th Edition, Garner, Robert
• RE: Prequalified Welds in the AISC Manual, 13th Edition, Garner, Robert
• RE: Prequalified Welds in the AISC Manual, 13th Edition, Scott, William N

Wed Aug 08 06:39:44 GMT 2007

• Re: Deflection of Wood Studs for Brick, Mark Gilligan
• Re: Deflection of Wood Studs for Brick, Jordan Truesdell, PE
• RE: Deflection Limits for Studs Backing Brick Veneer, William.Sherman
• RE: Deflection Limits for Studs Backing Brick Veneer, Harold Sprague

Thu Aug 09 08:08:59 GMT 2007

• Curtis Yokoyama/AV/FD/FluorCorp is out of the office., Curtis . Yokoyama
• RE: Deflection Limits for Studs Backing Brick Veneer, Sean Martin
• dual system, DA ENGINEERING
• RE: dual system, Mark Deardorff

Fri Aug 10 16:52:27 GMT 2007

• Access Hatch, H20 Wheel Loadings for off street and on street, Lakhani, Sid
• RE: Access Hatch, H20 Wheel Loadings for off street and on street, Sanjay Verma
• Re: Access Hatch, H20 Wheel Loadings for off street and on street, bart
• Expansion / control joint, erik gibbs
• RE: Expansion / control joint, Doug Mayer

Sat Aug 11 11:51:22 GMT 2007

• Notched Beam, IRV FRUCHTMAN
• Re: Notched Beam, Gary L. Hodgson and Assoc.
• Re: Notched Beam, Me
• RE: Expansion / control joint, William.Sherman
• Re: Expansion / control joint, erik gibbs

Sun Aug 12 09:34:30 GMT 2007

• RE: Notched Beam, Scott Maxwell
• RE: Notched Beam, IRV FRUCHTMAN
• Horizontal soil spring in foundations, hossein mardanlo

Mon Aug 13 11:42:30 GMT 2007

• RE: Notched Beam, Jim Getaz
• Texas PE, Jeff Chicoine
• Re: Texas PE, Jerry Coombs
• RE: Texas PE, Stuart, Matthew
• RE: Notched Beam, Donald Bruckman
• RetainPro Calcs, Jim Bessley

Tue Aug 14 20:57:18 GMT 2007

• Re: Deflection Limits for Studs Backing Brick Veneer, Dave Handy

Wed Aug 15 08:59:39 GMT 2007

• Scott Threewitt is out of the office., SThreewitt
• Re: Texas PE, Jordan Truesdell, PE
• Re: Texas PE, Jerry Coombs
• flagpole foundation, PFFEI
• Re: flagpole foundation, Kipp Martin
• Re: flagpole foundation, Jerry Coombs
• Re: flagpole foundation, Padmanabhan Rajendran
• UBC 1997, Padmanabhan Rajendran
• Re: UBC 1997, Gerard Madden, SE
• RE: UBC 1997, Mark Deardorff
• Re: UBC 1997, Jerry Coombs
• RE: UBC 1997, Mark Deardorff
• RE: UBC 1997, Jerry Coombs
• RE: UBC 1997, Mark Deardorff
• RE: flagpole foundation, Acharya, Suresh
• Re: Texas PE, Rand W Holtham
• RE: Texas PE, Thor Tandy
• Re: Texas PE, Jerry Coombs
• RE: Texas PE, Jerry Coombs
• Re: Texas PE, Jordan Truesdell, PE
• RE: UBC 1997, Gautam Manandhar
• Re: Texas PE, Daryl Richardson
• RE: Texas PE, Mark Deardorff
• Re: Texas PE, Jnapd

Thu Aug 16 02:46:58 GMT 2007

• Re: Texas PE, Rhkratzse
• Re: Deflection Limits for Studs Backing Brick Veneer, Harold Sprague
• Re: Texas PE -- Multicolored, Rhkratzse
• RE: Texas PE -- Multicolored, Michel Blangy
• RE: Texas PE -- Multicolored, Mark Deardorff
• Re: Texas PE -- Multicolored, Jordan Truesdell, PE
• Brace connection, Micayas, Julius
• RE: Brace connection, David Topete
• RE: Brace connection, David Topete
• RE: Brace connection, Casey K. Hemmatyar
• Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
• Re: Brace connection, bart
• RE: Brace connection, Micayas, Julius

Fri Aug 17 01:03:27 GMT 2007

• Re: Rigid diaphragm with framed shear walls and concrete shear walls, Gerard Madden, SE
• Re: Rigid diaphragm with framed shear walls and concrete shear, Adam Vakiener
• RE: Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
• cutting a window into concrete block wall, Pinyon Engineering
• RE: cutting a window into concrete block wall, Larry Hauer
• RE: cutting a window into concrete block wall, Richard L. Hess
• glulam shrinkage, David Topete

Sat Aug 18 01:02:59 GMT 2007

• Re: glulam shrinkage, Robert Kazanjy
• Re: glulam shrinkage, Daryl Richardson
• Structural Integrity Inspection for onshoreOil&Gas facilities (Civil & Structural), Lakshmana Nukala
• RE: glulam shrinkage, Thor Tandy
• RE: Structural Integrity Inspection for onshoreOil&Gas facilities (Civil & Structural), gloomis
• Re: glulam shrinkage, Daryl Richardson
• Re: glulam shrinkage, Robert Kazanjy
• Re: Structural Integrity Inspection for onshoreOil&Gas facilities (Civil & Structural), Lakshmana Nukala

Sun Aug 19 23:01:50 GMT 2007

• Re: Seismic PE Review, Rhkratzse

Mon Aug 20 04:30:31 GMT 2007

• RE: Seismic PE Review, Scott Maxwell
• Re: Seismic PE Review, Rhkratzse
• RE: glulam shrinkage, AWC Info
• re:glu-lam shrinkage, Peder Golberg
• JV opportunity Laguna Beach and San Diego, David Fisher
• Stack heights, Marlou Rodriguez
• Re: glulam shrinkage, Robert Kazanjy

Tue Aug 21 01:38:59 GMT 2007

• Re: Stack heights, Daryl Richardson
• RE: Stack heights, Marlou Rodriguez
• Re: Rigid diaphragm with framed shear walls and concrete shear walls, Gerard Madden, SE
• Re: Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
• RE: Rigid diaphragm with framed shear walls and concrete shear walls, Mark Deardorff
• Re: Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
• Wind loads for gables >45 degress, Jordan Truesdell, PE
• 10"-12" diameter steel Pile embedement, Micayas, Julius
• RE: 10"-12" diameter steel Pile embedement, Casey K. Hemmatyar

Wed Aug 22 11:40:06 GMT 2007

• RE: 10"-12" diameter steel Pile embedement, Jay Kleven
• RE: Wind loads for gables >45 degress, MICHAEL LeCOMTE
• Job Opportunity, Wesley Werner
• RE: 10"-12" diameter steel Pile embedement, Micayas, Julius
• RE: 10"-12" diameter steel Pile embedement, Micayas, Julius
• Re: Job Opportunity, Bill Polhemus
• RE: Job Opportunity, Jason Christensen
• RE: Job Opportunity, Wesley Werner
• Re: Job Opportunity, Bill Polhemus
• RE: Job Opportunity - OT, Michel Blangy
• RE: Job Opportunity, Jason Christensen
• RE: Job Opportunity, David Fisher
• RE: Job Opportunity, Jason Christensen
• RE: Job Opportunity, Jason Christensen

Thu Aug 23 06:52:16 GMT 2007

• RE: Job Opportunity, Mark Gilligan
• Re: Job Opportunity, Gary L. Hodgson and Assoc.
• RE: Job Opportunity, Michael Stone
• RE: Job Opportunity, Stuart, Matthew
• Re: Job Opportunity, Bill Polhemus
• Re: Job Opportunity, Jordan Truesdell, PE
• 2006 IBC CMU Construction, Larry Hauer
• RE: Job Opportunity - OT, Jerry Coombs
• RE: Job Opportunity, Donald Bruckman
• Re: Job Opportunity, Christopher Wright
• RE: 2006 IBC CMU Construction, Paul Feather
• Re: Job Opportunity, Jerry Coombs
• Re: Job Opportunity, Bill Polhemus
• RE: 2006 IBC CMU Construction, Jerry Coombs
• RE: 2006 IBC CMU Construction, Mark Deardorff
• Grounding rebar, Greene, Al [PTS]
• Re: Grounding rebar, Paul Blomberg
• RE: Grounding rebar, Acharya, Suresh
• Re: Job Opportunity, Daryl Richardson
• RE: Grounding rebar, Scott, William N
• STUD WELDING: Ever Seen This Before?, Bill Polhemus
• Re: Grounding rebar, Robert Kazanjy
• Re: Job Opportunity, Rhkratzse
• RE: Grounding rebar, Dick_Roberts
• Re: STUD WELDING: Ever Seen This Before?, Tom . Hunt
• RE: STUD WELDING: Ever Seen This Before?, Michel, Greg
• Re: Job Opportunity, Bill Polhemus
• RE: 2006 IBC CMU Construction, Scott Maxwell
• Re: Grounding rebar, Daryl Richardson
• RE: Grounding rebar, Acharya, Suresh
• Re: Grounding rebar, Daryl Richardson
• RE: Grounding rebar, Scott, William N
• RE: Grounding rebar, Greene, Al [PTS]
• Re: Grounding rebar, Bill Polhemus
• RE: STUD WELDING: Ever Seen This Before?, Harold Sprague

Fri Aug 24 03:41:08 GMT 2007

• Re: Job Opportunity - OT, erik gibbs
• Re: Job Opportunity - OT, Gerard Madden, SE
• Re: Job Opportunity - OT, Christopher Wright
• RE: Grounding rebar, Mark Gilligan
• Re: Grounding rebar, Gary L. Hodgson and Assoc.
• Re: Job Opportunity - OT, Jordan Truesdell, PE
• Re: Job Opportunity - OT, Jeff Hedman
• Re: Job Opportunity - OT, Bill Polhemus
• RE: Job Opportunity - OT, Micayas, Julius
• RE: Job Opportunity - OT, Scott Maxwell
• Re: Job Opportunity - OT, Jerry Coombs
• Re: Job Opportunity - OT, Michel
• RE: Job Opportunity - OT, Marlou Rodriguez
• Re: Job Opportunity - OT, Rhkratzse
• Re: Job Opportunity - OT Have Faith in the Small Firm!!!!, Me
• RE: Job Opportunity - OT, Acharya, Suresh
• RE: Job Opportunity - OT, Garner, Robert
• RE: Job Opportunity - OT, Casey K. Hemmatyar
• Re: Job Opportunity - OT - AKA "The Good Old Days" (sarcasm), Rhkratzse
• Re: Job Opportunity - OT - AKA "The Good Old Days"  (sarcasm), Rhkratzse
• RE: Job Opportunity - OT, Scott Maxwell
• RE: Job Opportunity - OT, Scott Maxwell
• RE: Job Opportunity - OT, Jeff Hedman
• RE: Job Opportunity - OT, Donald Bruckman
• Re: Job Opportunity - OT Have Faith in the Small Firm!!!!, Christopher Wright
• Re: Job Opportunity - OT, Jordan Truesdell, PE
• RE: Job Opportunity - OT, Scott Maxwell
• RE: Job Opportunity - OT, Marlou Rodriguez
• RE: Job Opportunity - OT, Micayas, Julius
• Stud Wind Load, Zaitz, Michael
• RE: Stud Wind Load, Josh Comfort
• RE: Stud Wind Load, Scott Maxwell
• RE: Stud Wind Load, Zaitz, Michael
• Guano and Bridge Failure, Mark Deardorff
• Re: Guano and Bridge Failure, S. Gordin
• RE: Guano and Bridge Failure, Chance, Acie
• RE: Guano and Bridge Failure, Garner, Robert
• RE: Guano and Bridge Failure, Garner, Robert
• Re: Guano and Bridge Failure, RUSSELL SCHMIDT
• Anchor Bolts, Micayas, Julius
• Re: Guano and Bridge Failure, S. Gordin
• Re: Anchor Bolts, S. Gordin

Sat Aug 25 00:05:49 GMT 2007

• RE: Guano and Bridge Failure, Richard L. Hess
• Re: Guano and Bridge Failure, Christopher Wright
• Re: Job Opportunity - OT, Bill Polhemus
• RE: Anchor Bolts, gloomis

Sun Aug 26 00:38:20 GMT 2007

• Reference needed, Dennis Wish
• FW: Test, Gunnar H. Isleifsson
• 2006 IBC Wind Load question, Dennis Wish
• RE: 2006 IBC Wind Load question, Scott Maxwell
• RE: 2006 IBC Wind Load question, Stuart, Matthew
• RE: 2006 IBC Wind Load question, Scott Maxwell

Mon Aug 27 03:44:33 GMT 2007

• Stud Wind Load, Eric Tompos
• LINGUISTICS, ASC
• new pharmacy shop, Tod Pool
• new pharmacy shop, Efrain Matthews
• new pharmacy shop, Jeremiah London
• Re: Reference needed, IRV FRUCHTMAN
• RE: Anchor Bolts, Micayas, Julius
• RE: 2006 IBC Wind Load question, Barry Welliver
• RE: 2006 IBC Wind Load question, William.Sherman
• Railings on Stairs - OSHA 1910.23 & the Florida Building Code, M. David Finley, P.E., P.A.
• RE: 2006 IBC Wind Load question, William.Sherman
• RE: Railings on Stairs - OSHA 1910.23 & the Florida Building Code, gloomis
• RE: Railings on Stairs - OSHA 1910.23 & the Florida Building Code, William.Sherman
• Re: Railings on Stairs - OSHA 1910.23 & the Florida Building Code, Robert Kazanjy
• RE: Railings on Stairs - OSHA 1910.23 & the Florida Building Code, William.Sherman
• RE: Job Opportunity - OT, David Topete
• Re: Job Opportunity - OT, Paul Ransom
• Re: Job Opportunity - OT, Paul Ransom
• RE: Job Opportunity - OT, bill
• Re: Job Opportunity - OT, bill
• RE: Job Opportunity - OT, Marlou Rodriguez
• Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Dennis Wish

Tue Aug 28 04:15:54 GMT 2007

• Re: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Robert Kazanjy
• Re: Another Reference needed, Gary L. Hodgson and Assoc.
• RE: Another Reference needed, Scott Maxwell
• Conventional Wood Framing, Bill Allen
• RE: 2006 IBC Wind Load question, Garner, Robert
• Re: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Jordan Truesdell, PE
• Re: Another Reference needed, Daryl Richardson
• Re: Conventional Wood Framing, Jordan Truesdell, PE
• RE: Another Reference needed, David Handy
• RE: Conventional Wood Framing, Christopher Haffner
• Re: Conventional Wood Framing, Jerry Coombs
• RE: Conventional Wood Framing, Acharya, Suresh
• Re: Conventional Wood Framing, Jordan Truesdell, PE
• Re: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Jordan Truesdell, PE
• Re: Another Reference needed, Drew Morris
• Re: Conventional Wood Framing, Jim Wilson
• RE: Conventional Wood Framing, Michel Blangy
• RE: Conventional Wood Framing, Christopher Haffner
• Anchor Bolts in Fatigue, Deke Black
• RE: Conventional Wood Framing, Bill Allen
• RE: Conventional Wood Framing, Scott Maxwell
• Re: Anchor Bolts in Fatigue, Daryl Richardson
• Re: Anchor Bolts in Fatigue, Christopher Wright
• overhead epoxy application, David Topete
• Re: overhead epoxy application, Tom . Hunt
• RE: overhead epoxy application, David Topete
• AISC 2005 - Ordinary End Plate Moment Connection, Tom . Hunt

Wed Aug 29 03:59:33 GMT 2007

• Re: overhead epoxy application, Robert Kazanjy
• Look, Dominick Oakley
• New shop, Kenny Wray
• RE: overhead epoxy application, Tom . Hunt
• RE: overhead epoxy application, William.Sherman
• RE: overhead epoxy application, David Topete
• Re: overhead epoxy application, Gerard Madden, SE
• Re: overhead epoxy application, Jordan Truesdell, PE
• Re: Reference needed, Lloyd Pack
• RE: overhead epoxy application, Mark Deardorff
• RE: overhead epoxy application, Thor Tandy
• Re: overhead epoxy application, Jordan Truesdell, PE
• Re: Railings on Stairs - OSHA 1910.23 & the Florida Building Code, John Sieszycki
• Re: overhead epoxy application, Gerard Madden, SE
• You might be a structural engineer, if …, Stan Caldwell
• RE: overhead epoxy application, Thor Tandy
• Re: Railings on Stairs - OSHA 1910.23 & the Florida Building Cod, Robert Kazanjy
• RE: You might be a structural engineer, if ., Garner, Robert
• Re: You might be a structural engineer, if ., Gerard Madden, SE
• RE: You might be a structural engineer, if ., Bill Allen
• Look, Maude Jones
• Pharmacy Shop, Monty Riddle
• Re: You might be a structural engineer, if ., Stan Caldwell
• Re: You might be a structural engineer, if ., Gerard Madden, SE

Thu Aug 30 05:58:04 GMT 2007

• RE: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Dennis Wish
• RE: 2006 IBC Wind Load question, Dennis Wish
• Re: Another Reference needed, Alex C. Nacionales
• Look, Pamela Mayer
• RE: 2006 IBC Wind Load question, Ehrlich, Gary
• Slab connection to Exterior Walls, Donald Bruckman
• Re: Slab connection to Exterior Walls, Gerard Madden, SE
• RE: Railings on Stairs - OSHA 1910.23 & the Florida Building Cod, Donald Bruckman
• RE: Slab connection to Exterior Walls, Donald Bruckman
• RE: Slab connection to Exterior Walls, David Topete
• big box remodeling, Bob Freeman
• RE: You might be a structural engineer, if ., Paul Feather

Fri Aug 31 14:34:52 GMT 2007

• RE: You might be a structural engineer, if ., dfisher
• RE: You might be a structural engineer, if ., Marlou Rodriguez
• Re: You might be a structural engineer, if ., Gerard Madden, SE

Sat Sep 01 12:43:58 GMT 2007

• Re: You might be a structural engineer, if ., Gary L. Hodgson and Assoc.
• Re: Another Reference needed, Gary L. Hodgson and Assoc.

Sun Sep 02 00:03:57 GMT 2007

• RE: Anchor Bolts in Fatigue, Harold Sprague
• RE: You might be a structural engineer, if ., Paul Feather
• RE: You might be a structural engineer, if ., dfisher
• Re: You might be a structural engineer, if ., Bill Polhemus
• Re: You might be a structural engineer, if ., Bill Polhemus
• RE: You might be a structural engineer, if ., Paul Feather

Mon Sep 03 04:44:46 GMT 2007

• RE: You might be a structural engineer, if ., Scott Maxwell
• Re: You might be a structural engineer, if ., Bill Polhemus

Tue Sep 04 14:28:14 GMT 2007

• Re: You might be a structural engineer, if ., dfisher
• Re: You might be a structural engineer, if ., Bill Polhemus
• Re: You might be a structural engineer, if ., dfisher
• Re: You might be a structural engineer, if ., Rhkratzse
• Re: You might be a structural engineer, if ., Jordan Truesdell, PE
• Nevada SE, Brian K. Smith

Wed Sep 05 12:43:38 GMT 2007

• RE: seaint Digest for 4 Sep 2007, Abbott Hilelson
• RE: seaint Digest for 4 Sep 2007, Mark Deardorff
• RE: 2006 IBC Wind Load question, Ehrlich, Gary

Thu Sep 06 20:32:33 GMT 2007

• Lag Bolts in Sht. Metal Straps, Larry Hauer
• Re: Lag Bolts in Sht. Metal Straps, Robert Kazanjy
• RE: Lag Bolts in Sht. Metal Straps, Josh Comfort

Fri Sep 07 04:39:10 GMT 2007

• Re: Lag Bolts in Sht. Metal Straps, Robert Kazanjy
• Re: Lag Bolts in Sht. Metal Straps, Larry Hauer
• Free "Concrete International"s in Dallas, Jay Shilstone
• Re: Lag Bolts in Sht. Metal Straps, Robert Kazanjy
• RE: Lag Bolts in Sht. Metal Straps, Marlou Rodriguez
• Bent Beam/Frame, erik gibbs
• RE: Bent Beam/Frame, William.Sherman
• RE: Bent Beam/Frame, Acharya, Suresh
• RE: Bent Beam/Frame, Josh Comfort
• RE: Bent Beam/Frame, Mark Deardorff
• Re: Bent Beam/Frame, Daryl Richardson
• Re: Bent Beam/Frame, erik gibbs
• RE: Bent Beam/Frame, Casey K. Hemmatyar
• RE: Bent Beam/Frame, William.Sherman
• RE: Lag Bolts in Sht. Metal Straps, Larry Hauer
• RE: Bent Beam/Frame, Scott Maxwell

Sat Sep 08 00:03:12 GMT 2007

• RE: Lag Bolts in Sht. Metal Straps, Marlou Rodriguez
• RE: Lag Bolts in Sht. Metal Straps, Christopher Banbury
• RE: Lag Bolts in Sht. Metal Straps, Marlou Rodriguez
• RE: Lag Bolts in Sht. Metal Straps, Larry Hauer

Sun Sep 09 07:32:10 GMT 2007

• WTC Structural Engineering Studies by Astaneh et al., Abolhassan Astaneh-Asl

Mon Sep 10 07:49:46 GMT 2007

• Re: RE: Bent Beam/Frame, sam2000 . (sam2000)
• Class C of prestressed concrete member (ACI318-05), Wontae Kim
• pressure treated lumber and wet service factor, Christopher Banbury

Tue Sep 11 11:59:03 GMT 2007

• Re: Class C of prestressed concrete member (ACI318-05), Jim Getaz
• Wet service factor for preservative treated floor joists, AWC Info
• RE: 2007 California Building Code, David Topete
• RE: 2007 California Building Code, Mark Deardorff
• RE: 2007 California Building Code, David Topete
• RE: 2007 California Building Code, Marlou Rodriguez
• Re: 2007 California Building Code, Gerard Madden, SE

Wed Sep 12 00:27:37 GMT 2007

• embed plate design, Christopher Banbury
• Re: Embed Plate, Rudra Nevatia
• RE: 2007 California Building Code, Jim Getaz
• RE: Embed Plate, Christopher Banbury
• Re: embed plate design, Tom . Hunt
• Spacing for 36" dia. hollow steel pile, Micayas, Julius
• Re: Spacing for 36" dia. hollow steel pile, Tom . Hunt
• RE: Spacing for 36" dia. hollow steel pile, Micayas, Julius
• RE: 2007 California Building Code, David Topete
• RE: Spacing for 36" dia. hollow steel pile, Tom . Hunt
• Retaining Wall Questions, Jordan Denio

Thu Sep 13 04:27:23 GMT 2007

• Re: Retaining Wall Questions, Gerard Madden, SE
• Re: Retaining Wall Questions, Jnapd
• Re: Spacing for 36" dia. hollow steel pile, Ashraf Manjappara
• WTC Studies-Structural Aspects, Abolhassan Astaneh-Asl
• RE: Embed Plate, Christopher Banbury
• Service Elevator Ramp, bill
• RE: Service Elevator Ramp, Acharya, Suresh
• Re: WTC Studies-Structural Aspects, Christopher Wright
• RE: Embed Plate, Sanjay Verma
• Re:Spacing for 36" dia. hollow steel pile, Thomas Davidson
• RE: Retaining Wall Questions, Jordan Denio
• Re: Service Elevator Ramp, Daryl Richardson
• Re: Retaining Wall Questions, Jnapd
• Re: WTC Studies-Structural Aspects, Mark Johnson
• RE: WTC Studies-Structural Aspects, Paul Feather
• RE: WTC Studies-Structural Aspects, Josh Comfort
• RE: WTC Studies-Structural Aspects, Mark Deardorff
• Re: WTC Studies-Structural Aspects, Gerard Madden, SE
• RE: WTC Studies-Structural Aspects, Paul Feather
• RE: WTC Studies-Structural Aspects, Acharya, Suresh
• Re: embed plate design, Jim Persing
• Heavy or light storage load, Jeff Hedman
• RE: Retaining Wall Questions, Jordan Denio
• RE: WTC Studies-Structural Aspects, Larry Bryant
• RE: Retaining Wall Questions, Wesley Werner
• RE: Retaining Wall Questions, William.Sherman
• RE: Heavy or light storage load, Garner, Robert
• Need some advice for a rafter tie splice, Dennis Wish
• RE: Heavy or light storage load, Jeff Hedman
• Re: Retaining Wall Questions, Daryl Richardson

Fri Sep 14 00:42:22 GMT 2007

• Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Dennis Wish
• Re: Service Elevator Ramp, Bill Polhemus
• Re: Service Elevator Ramp, Bill Polhemus
• ASCE Transactions Paper N. 1835, Gilvan e Marcela
• Re: Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Bill Polhemus
• Re: Service Elevator Ramp, Daryl Richardson
• Re: embed plate design, refugio rochin
• Re: embed plate design, Jim Persing
• Re: embed plate design, Mark Gilligan
• WTC Studies-Structural Aspects, Alexander Bausk
• RE: WTC Studies-Structural Aspects, Mark Gilligan
• RE: WTC Studies-Structural Aspects, Dick_Roberts
• Re: WTC Studies-Structural Aspects, Bill Polhemus
• Re: Service Elevator Ramp, Bill Polhemus
• RE: WTC Studies-Structural Aspects, Ray Pixley
• RE: Service Elevator Ramp, Garner, Robert
• RE: 2007 California Building Code (5th attempt for posting!), Casey K. Hemmatyar
• embedded plate, Jason Atwood
• Re: embedded plate, Daryl Richardson
• Minimum RC column dimension, rebars, Alex C. Nacionales
• RE: Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Casey K. Hemmatyar
• RE: Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Casey K. Hemmatyar
• RE: embedded plate, Christopher Banbury
• RE: Retaining Wall Questions, Lloyd Pack
• ASCE Transactions Paper N. 1835, David Topete

Sat Sep 15 16:54:40 GMT 2007

• Re: Minimum RC column dimension, rebars, Alfonso Quilala

Sun Sep 16 22:46:45 GMT 2007

• RE: Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Dennis Wish

Mon Sep 17 17:46:37 GMT 2007

• RE: Service Elevator Ramp, Acharya, Suresh
• Re: embed plate design, Jim Persing

Tue Sep 18 01:13:55 GMT 2007

• RE: embed plate design, Christopher Banbury
• STEEL: Connection Design Software, Bill Polhemus
• RE: STEEL: Connection Design Software, Mark Deardorff
• RE: STEEL: Connection Design Software, William.Sherman

Wed Sep 19 04:02:12 GMT 2007

• Mac Arthur Maze Fire Collapse in "California Magazine", Abolhassan Astaneh-Asl
• Re: STEEL: Connection Design Software, Gary L. Hodgson and Assoc.
• Swimming pool concrete fill, Jim Wilson
• Re: STEEL: Connection Design Software, Bill Polhemus
• RE: STEEL: Connection Design Software, Dave.Eckrote
• Re: Swimming pool concrete fill, Jordan Truesdell, PE
• RE: Swimming pool concrete fill, Christopher Banbury
• RE: Swimming pool concrete fill, Christopher Banbury
• RE: Swimming pool concrete fill, Thor Tandy
• RE: Swimming pool concrete fill, James Cohen
• RE: Swimming pool concrete fill, Tom . Hunt
• Re: Swimming pool concrete fill, Jordan Truesdell, PE
• Deformed wire anchor (DWA) design, 남윤호
• Deformed wire anchor (DWA) design, Tom . Hunt
• custom steel gussets for timber trusses, Christopher Banbury
• Re: Swimming pool concrete fill, Jim Wilson
• RE: Swimming pool concrete fill, Richard L. Hess
• RE: custom steel gussets for timber trusses, David Topete
• Residual damaged column capacity, James Cohen
• Residual damaged column capacity, Tom . Hunt
• RE: custom steel gussets for timber trusses, Jerry Coombs
• RE: Swimming pool concrete fill, Jerry Coombs
• Re: Deformed wire anchor (DWA) design, Jerry Coombs
• Re: Deformed wire anchor (DWA) design, Jerry Coombs
• RE: Swimming pool concrete fill, Casey K. Hemmatyar
• RE: Swimming pool concrete fill, Garner, Robert
• RE: custom steel gussets for timber trusses, Scott Maxwell

Thu Sep 20 03:12:04 GMT 2007

• Re: Mac Arthur Maze Fire Collapse in "California Magazine", Stan Caldwell
• Re: Mac Arthur Maze Fire Collapse in "California Magazine", Gerard Madden, SE
• RE: Swimming pool concrete fill, TBerair
• PROF ASTANEH AND STRUCTURAL DISASTERS, ASC
• Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Gerard Madden, SE
• RE: Swimming pool concrete fill, Jim Getaz
• RE: Swimming pool concrete fill, Jerry Coombs
• Re: Strengthening Concrete Buildings - A Live Interactive ASCE Web Seminar, David Merrick
• Prescriptive foundation bolt table for CMU, Jordan Truesdell, PE
• RE: Prescriptive foundation bolt table for CMU, David Topete
• RE: Swimming pool concrete fill, Trib K Mittra
• Re: Prescriptive foundation bolt table for CMU, Tarek Mokhtar

Fri Sep 21 01:16:01 GMT 2007

• Gypsum wallboard shearwalls, Drew Morris
• Tarik Berair/TECHNIP is out of the office, TBerair
• Re: Gypsum wallboard shearwalls, Gerard Madden, SE
• FURTHER ON WTC, ASC
• Re: Deformed wire anchor (DWA) design, 강성훈
• Re: Gypsum wallboard shearwalls, Jerry Coombs
• strengthening steel joists for shear, Alden Manipula
• Gypsum wallboard shearwalls, AWC Info
• Wood Design, Zaitz, Michael
• RE: Gypsum wallboard shearwalls, Donald Bruckman
• RE: Wood Design, Brian K. Smith
• RE: Wood Design, James Cohen
• RE: Wood Design, Tom Skaggs
• Re: FURTHER ON WTC, Gerard Madden, SE
• RE: Swimming pool concrete fill, Jim Wilson
• RE: Wood Design, Garner, Robert
• Re: FURTHER ON WTC, Christopher Wright
• Re: FURTHER ON WTC, Daryl Richardson
• RE: Wood Design, Brian K. Smith
• Seminars (was Wood Design), Shaun Dustin

Sat Sep 22 07:24:19 GMT 2007

• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger

Sun Sep 23 03:28:19 GMT 2007

• Re: Tarik Berair/TECHNIP is out of the office, Bill Polhemus
• Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Bill Polhemus
• Re: Strengthening Concrete Buildings - A Live Interactive ASCE Web Seminar, Bill Polhemus
• Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Abolhassan Astaneh-Asl

Mon Sep 24 07:59:51 GMT 2007

• Collapse of Flyover, Parag Bande
• Re: Wood Design, Jordan Truesdell, PE
• Wood Design, AWC Info
• RE: Wood Design, Tom . Hunt
• 2001 NDS column stability coefficient Kf, Christopher Banbury
• RE: 2001 NDS column stability coefficient Kf, David Topete
• Navy manual, DA ENGINEERING
• RE: Navy manual, David Topete
• RE: Navy manual, Scott, William N
• Re: Navy manual, DA ENGINEERING
• RE: Navy manual, Scott, William N
• 3rd floor in UBC97, Truitt Vance
• RE: 3rd floor in UBC97, Ben Yousefi
• Joist girder stabilizer plates in existing building., Haan, Scott M POA

Tue Sep 25 02:58:55 GMT 2007

• RE: Joist girder stabilizer plates in existing building., Harold Sprague
• RE: strengthening steel joists for shear, Gary Loomis
• RE: strengthening steel joists for shear, Micayas, Julius
• RE: Joist girder stabilizer plates in existing building., Gary Loomis
• RE: 3rd floor in UBC97, Tom . Hunt
• RE: 3rd floor in UBC97, Tom . Hunt
• RE: Joist girder stabilizer plates in existing building, Andrew Kester, PE
• RE: 3rd floor in UBC97, Truitt Vance
• RE: Joist girder stabilizer plates in existing building, Harold Sprague
• RE: Joist girder stabilizer plates in existing building, Josh Comfort
• RE: Joist girder stabilizer plates in existing building, Haan, Scott M POA
• Alabama soils, Scott Maxwell
• RE: Alabama soils, David Topete

Wed Sep 26 00:25:41 GMT 2007

• Fw: PROF ASTANEH AND STRUCTURAL DISASTERS, Alfonso Quilala
• Engineered lumber bolt bearing, Paul Feather
• RE: Engineered lumber bolt bearing, Haan, Scott M POA
• RE: Engineered lumber bolt bearing, Tom Skaggs
• RE: Alabama soils, Scott Maxwell
• PROF ASTANEH AND STRUCTURAL DISASTERS, Abolhassan Astaneh-Asl
• STRUCTURAL DISASTERS, ASC
• RE: Alabama soils, Micayas, Julius
• Engineered lumber bolt bearing, AWC Info
• Re: Alabama soils, Jordan Truesdell, PE
• Wood Framed Structures - Software Survey, Bill Allen
• Re: Wood Framed Structures - Software Survey, Jordan Truesdell, PE
• Alabama Soils, Jim Lutz
• RE: Wood Framed Structures - Software Survey, David Topete
• RE: Wood Framed Structures - Software Survey, David Topete
• RE: PROF ASTANEH AND STRUCTURAL DISASTERS, Harold Sprague
• RE: Wood Framed Structures - Software Survey, Robert Jonkman
• Stepped versus Full Height Retaining Walls, Michel Blangy
• no. of anchor bolts, Micayas, Julius
• RE: no. of anchor bolts, Scott, William N
• RE: no. of anchor bolts, David Topete
• RE: no. of anchor bolts, Brian K. Smith
• RE: no. of anchor bolts, Ehrlich, Gary
• RE: no. of anchor bolts, Bill Allen
• RE: Engineered lumber bolt bearing, Paul Feather
• RE: no. of anchor bolts, Harold Sprague
• Out of Plane Wall Anchorage, joseph goldbronn
• RE: Stepped versus Full Height Retaining Walls, Harold Sprague
• RE: no. of anchor bolts, Gary Loomis
• RE: Out of Plane Wall Anchorage, Mark Deardorff
• FW: no. of anchor bolts, Micayas, Julius
• RE: Stepped versus Full Height Retaining Walls, Michel Blangy
• OSHA requirement for remedial inspection after a failure, Haan, Scott M POA
• RE: no. of anchor bolts, Scott, William N

Thu Sep 27 11:18:53 GMT 2007

• Re: OSHA requirement for remedial inspection after a failure, Jim Getaz
• Question on point of fixity, Micayas, Julius
• T1-11 Shear Values, ASLCSE
• RE: Question on point of fixity, Garner, Robert
• RE: T1-11 Shear Values, David Topete
• RE: T1-11 Shear Values, Mark Pemberton
• Re: T1-11 Shear Values, Robert Kazanjy
• RE: T1-11 Shear Values, Tom Skaggs
• Re: T1-11 Shear Values, Drew Morris
• Re: T1-11 Shear Values, ASLCSE
• Re: T1-11 Shear Values, ASLCSE
• Re: T1-11 Shear Values, ASLCSE
• Re: T1-11 Shear Values, ASLCSE
• Epoxy for Wood Repair, ASLCSE
• Blast Resistance of Bridges-Popular Mechanics Article, Abolhassan Astaneh-Asl
• Re: Epoxy for Wood Repair, Tom . Hunt
• Re: Epoxy for Wood Repair, ASLCSE
• Re: Epoxy for Wood Repair, Jerry Coombs
• Lifting Lugs, Lakshmana Nukala
• RE: Lifting Lugs, Scott, William N
• Re: Epoxy for Wood Repair, ASLCSE
• RE: Epoxy for Wood Repair, Douglas Boyd
• Re: Epoxy for Wood Repair, Robert Kazanjy
• RE: Lifting Lugs, Gary Loomis
• PCACOL used in 2006 SEAOC Sesimic Design manual Vol 3, Szuchuan Chang
• Re: Epoxy for Wood Repair, ASLCSE
• RE: Blast Resistance of Bridges-Popular Mechanics Article, Larry Bryant
• Re: Blast Resistance of Bridges-Popular Mechanics Article, Rhkratzse
• RE: PCACOL in 2006 SEAOC Sesimic Design manual Vol 3 “Unified Design Procedure”, Casey K. Hemmatyar
• Core Hole Through PT Slab, FSRahbar
• Re: Core Hole Through PT Slab, ASLCSE
• Composite Steel Beam, Jason Christensen
• Re: Core Hole Through PT Slab, FSRahbar
• RE: Composite Steel Beam, Stuart, Matthew
• RE: Core Hole Through PT Slab, Paul Feather

Fri Sep 28 01:03:26 GMT 2007

• RE: Epoxy for Wood Repair, Dennis Wish
• Re: Epoxy for Wood Repair, ASLCSE
• Re: Epoxy for Wood Repair, Jordan Truesdell, PE
• Re: Epoxy for Wood Repair, ASLCSE
• Re: Epoxy for Wood Repair, Lloyd Pack
• RE: metal stud building design guide, Gautam Manandhar
• RE: metal stud building design guide, Christopher Banbury
• RE: metal stud building design guide, Mark Deardorff
• RE: metal stud building design guide, William.Sherman
• RE: metal stud building design guide, David Topete
• Re: Epoxy for Wood Repair, ASLCSE
• RE: metal stud building design guide, Gautam Manandhar

Sun Sep 30 10:45:38 GMT 2007

• RE:Composite Steel Beam, Mark Gilligan
• Building codes in Dubai, UAE, Anantha Narayan C.K.
• Re: Building codes in Dubai, UAE, First Last

Mon Oct 01 05:10:33 GMT 2007

• Re: Building codes in Dubai, UAE, Ravinath M.

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