SEAINT Mail Archive 2007 (Jul-Sep)
Civil and Structural Engineering discussions by thread
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Messages: 1061
- <Possible follow-ups>
- Re: Bluetooth headset for speech recognition, Gerard Madden, SE
- Re: Document Control Systems - Suggestions Requested, Christopher Wright
- Re: Document Control Systems - Suggestions Requested, Alex C. Nacionales
- <Possible follow-ups>
- Document Control Systems - Suggestions Requested, Tom . Hunt
- Document Control Systems - Suggestions Requested, TBerair
- 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: Document Control Systems - Suggestions Requested, Jordan Truesdell, PE
- Re: Document Control Systems - Suggestions Requested, Olexandre Bausk
- Re: Document Control Systems - Suggestions Requested,
Daryl Richardson
- Document Control Systems - Suggestions Requested, Eric Tompos
- Document Control Systems - Suggestions Requested, Trib K Mittra
- RE: Disastrous Interview, Thor Tandy
- Re: Disastrous Interview, Ashraf Manjappara
- <Possible follow-ups>
- Disastrous Interview,
Thor Tandy
- Strength Design of Masonry Wall (per UBC), Bill Allen
- Disastrous Interview,
Jim Lutz
- Re: Disastrous Interview,
Christopher Wright
- RE: Disastrous Interview, Michel Blangy
- Re: Disastrous Interview, Scott E Maxwell
- Re: Disastrous Interview,
Christopher Wright
- RE: Disastrous Interview,
Michel Blangy
- RE: Disastrous Interview, Donald Bruckman
- Re: Disastrous Interview,
Jordan Truesdell, PE
- RE: Disastrous Interview, David Topete
- Re: Disastrous Interview, Rand W Holtham
- RE: Strength Design of Masonry Wall (per UBC), Bill Allen
- Banging Bolts?,
Bill Allen
- RE: Banging Bolts?, Harold Sprague
- Re: Banging Bolts?, Olexandre Bausk
- Re: Banging Bolts?, Sean Martin
- RE: Banging bolts, Scott Maxwell
- RE: Banging bolts, Dennis Wish
- <Possible follow-ups>
- Re: Banging bolts, Rhkratzse
- RE: Greetings from Vish, David L. Fisher
- <Possible follow-ups>
- Scott Threewitt is out of the office., SThreewitt
- Disastrous Interview that Did Not Happen,
Michel
- Disastrous Interview that Did Not Happen,
Olexandre Bausk
- Re: Disastrous Interview that Did Not Happen, Michel
- Disastrous Interview that Did Not Happen, Olexandre Bausk
- Disastrous Interview that Did Not Happen,
Olexandre Bausk
- Re: View proposed ACI 318 revisions,
Scott E Maxwell
- Re: View proposed ACI 318 revisions,
Jordan Truesdell, PE
- RE: engineering LLC, Gautam Manandhar
- Re: View proposed ACI 318 revisions,
Jordan Truesdell, PE
- RE: Proposed ACI 318 revisions >> Additions >> Cyclic loaded Racking Shear Testing Protocal, Jim Chatterley PE
- <Possible follow-ups>
- Re: View proposed ACI 318 revisions,
bill
- Re: View proposed ACI 318 revisions,
Jordan Truesdell, PE
- Re: View proposed ACI 318 revisions, Gerard Madden, SE
- Re: View proposed ACI 318 revisions, Scott E Maxwell
- 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, Donald Bruckman
- RE: View proposed ACI 318 revisions, Scott E Maxwell
- Re: View proposed ACI 318 revisions, Gary L. Hodgson and Assoc.
- RE: View proposed ACI 318 revisions, Scott Maxwell
- Re: View proposed ACI 318 revisions, S. Gordin
- RE: View proposed ACI 318 revisions, Scott E Maxwell
- RE: View proposed ACI 318 revisions, Garner, Robert
- Re: View proposed ACI 318 revisions,
Jordan Truesdell, PE
- Re: View proposed ACI 318 revisions,
Tarek Mokhtar
- Re: View proposed ACI 318 revisions, Daryl Richardson
- RE: View proposed ACI 318 revisions, Bill Allen
- RE: disastrous interview-education, Michel Blangy
- RE: Design of Stand-Off Anchor Bolts, Garner, Robert
- 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: Code Distribution Cost (was RE: View proposed ACI 318 revisions), Scott Maxwell
- Re: Lag Screws in Withdrawal, Olexandre Bausk
- <Possible follow-ups>
- Lag Screws in Withdrawal,
AWC Info
- RE: Lag Screws in Withdrawal, Thor Tandy
- Re: SE Education,
erik gibbs
- Re: SE Education,
Christopher Wright
- RE: SE Education, Donald Bruckman
- Re: SE Education, Jordan Truesdell, PE
- Re: SE Education,
Christopher Wright
- Re: SE Education, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- SE Education, Michael Hemstad
- <Possible follow-ups>
- FrameSolver 2D, Ramy Shameia
- RE: Problems with software installation in Vista OS., Michel Blangy
- <Possible follow-ups>
- Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
- Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
- RE: 'Epoxy creep' factor in Big Dig death,
Donald Bruckman
- RE: 'Epoxy creep' factor in Big Dig death,
Josh Plummer
- Re: 'Epoxy creep' factor in Big Dig death, 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, Robert Kazanjy
- 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, Christopher Wright
- RE: 'Epoxy creep' factor in Big Dig death,
Josh Plummer
- Re: 'Epoxy creep' factor in Big Dig death -- oblivious, Christopher Wright
- RE: Wind Loading, Scott, William N
- <Possible follow-ups>
- RE:waterstoppers in concrete,
Mark Gilligan
- RE:waterstoppers in concrete, Kipp Martin
- <Possible follow-ups>
- Enercalc, again,
Padmanabhan Rajendran
- RE: Enercalc, again, Larry Hauer
- RE: Enercalc, again,
Casey K. Hemmatyar
- RE: Enercalc, again,
Padmanabhan Rajendran
- RE: Enercalc, again, Michael Brooks
- RE: Enercalc, again,
Padmanabhan Rajendran
- RE: Enercalc, again, Casey K. Hemmatyar
- Re: Enercalc, again, ASLCSE
- FW: Enercalc, again,
Michael Brooks
- RE: Enercalc, again,
Jim Chatterley PE
- Re: Enercalc, again, Bill Cain
- Distribution Width for Concentrated Load on Concrete Wall, Bill Allen
- RE: Distribution Width for Concentrated Load on Concrete Wall, Mark Deardorff
- RE: Distribution Width for Concentrated Load on Concrete Wall, Bill Allen
- RE: Distribution Width for Concentrated Load on Concrete Wall, Scott Maxwell
- Re: FW: Enercalc, again, Padmanabhan Rajendran
- RE: Enercalc, again,
Jim Chatterley PE
- <Possible follow-ups>
- RE: Offtopic? ACEC, Christopher Banbury
- RE: Story shear for ramps; ramps as braces?,
Kimberley Robinson
- RE: Story shear for ramps; ramps as braces?, Anantha Narayan C.K.
- <Possible follow-ups>
- RE: Story shear for ramps; ramps as braces?,
Jim Getaz
- RE: Story shear for ramps; ramps as braces?, Anantha Narayan C.K.
- RE: Story shear for ramps; ramps as braces?, James Getaz
- RE: hss post weld on caps, Donald Bruckman
- Re: hss post weld on caps, Gary L. Hodgson and Assoc.
- RE: Wood interior wall studs,
David Topete
- RE: Wood interior wall studs,
Mark Deardorff
- RE: Wood interior wall studs, Meyer, Albert
- RE: Wood interior wall studs,
Mark Deardorff
- RE: Wood interior wall studs, Mark Deardorff
- RE: Wood interior wall studs, Haan, Scott M POA
- RE: Wood interior wall studs, Wesley Werner
- RE: Wood interior wall studs,
Donald Bruckman
- RE: Wood interior wall studs,
Andy Heigley
- RE: Wood interior wall studs, Andy Heigley
- RE: Wood interior wall studs, Marlou Rodriguez
- Re: Wood interior wall studs, Jordan Truesdell, PE
- Re: Wood interior wall studs, Joseph R. Grill
- RE: Wood interior wall studs, Donald Bruckman
- RE: Wood interior wall studs, 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, 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: 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, Bill Cain
- Re: Wood interior wall studs, Tarek Mokhtar
- RE: Wood interior wall studs, Donald Bruckman
- RE: Wood interior wall studs, Rich Lewis
- RE: Wood interior wall studs, Scott Maxwell
- RE: Wood interior wall studs,
Andy Heigley
- <Possible follow-ups>
- RE: Wood interior wall studs,
Jason Christensen
- RE: Wood interior wall studs, Donald Bruckman
- RE: Wood interior wall studs, Jason Christensen
- Re: Wood interior wall studs,
Paul Ransom
- Re: Wood interior wall studs,
Jordan Truesdell, PE
- RE: Wood interior wall studs, Andy Heigley
- Re: Wood interior wall studs,
Jordan Truesdell, PE
- RE: STEEL FAB: QA/QC Procedures, Garner, Robert
- Re: STEEL FAB: QA/QC Procedures,
Paul Blomberg
- Re: STEEL FAB: QA/QC Procedures,
Bill Polhemus
- Re: STEEL FAB: QA/QC Procedures, Robert Kazanjy
- Re: STEEL FAB: QA/QC Procedures, Christopher Wright
- Re: STEEL FAB: QA/QC Procedures,
Bill Polhemus
- RE: Two-way flat plate hairline cracks radiating from columns,
Stuart, Matthew
- RE: Two-way flat plate hairline cracks radiating from columns, Haan, Scott M POA
- RE: Spectral Acceleration using 2006 IBC, David Topete
- Re: Spectral Acceleration using 2006 IBC, Bill Cain
- <Possible follow-ups>
- RE: Spectral Acceleration using 2006 IBC,
John Atilano
- RE: Spectral Acceleration using 2006 IBC, David Topete
- Re: Spectral Acceleration using 2006 IBC, Mark Gilligan
- Re: Spectral Acceleration using 2006 IBC,
Mark Johnson
- Re: Spectral Acceleration using 2006 IBC, Ashwin Ranga Swamy
- RE: Spectral Acceleration using 2006 IBC, Jason Christensen
- <Possible follow-ups>
- Wall deflection, Mark Deardorff
- Re: Retaining Wall with Key,
Jake Watson
- RE: Retaining Wall with Key, William.Sherman
- RE: Retaining Wall with Key, Michel Blangy
- <Possible follow-ups>
- RE: Retaining Wall with Key,
gloomis
- RE: Retaining Wall with Key, William.Sherman
- Retaining Wall with Key, Michael Hemstad
- Re: Residential Engineering Review/Coordination Process, Jordan Truesdell, PE
- Re: Residential Engineering Review/Coordination Process, Andy Richardson
- <Possible follow-ups>
- RE: Residential Engineering Review/Coordination Process, Christopher Banbury
- Re: Residential Engineering Review/Coordination Process, Rhkratzse
- RE: Maximum Moments in Beams,
Josh Comfort
- RE: Maximum Moments in Beams,
Mauricio Castro
- Re: Maximum Moments in Beams, Paul Blomberg
- RE: Maximum Moments in Beams,
Mauricio Castro
- Re: Maximum Moments in Beams, Bill Cain
- RE: Maximum Moments in Beams,
Rich Lewis
- RE: Maximum Moments in Beams, Mauricio Castro
- Re: Ground improvement - Stone columns, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Ground improvement - Stone columns,
Jim Getaz
- Re: Ground improvement - Stone columns, Ashraf Manjappara
- RE: masonry development length equations,
Scott Maxwell
- RE: masonry development length equations,
William.Sherman
- RE: masonry development length equations, Scott Maxwell
- Message not available
- RE: masonry development length equations, Christopher Banbury
- RE: masonry development length equations, Scott Maxwell
- RE: masonry development length equations,
William.Sherman
- RE: masonry wall adjustable anchor, Michelle Motchos
- RE: masonry wall adjustable anchor, Scott Maxwell
- Re: UBC-97 and Piperacks, Tom . Hunt
- RE: Backstop Design, Scott, William N
- <Possible follow-ups>
- Backstop Design,
Brian K. Smith
- Re: Backstop Design,
Jordan Truesdell, PE
- Re: Backstop Design, Brian K. Smith
- Re: Backstop Design,
Jordan Truesdell, PE
- Re: Interior Wall Loading,
Dave Handy
- Re: Interior Wall Loading,
Jordan Truesdell, PE
- Re: Interior Wall Loading, Dave Handy
- Seismic factors by address, Mark Deardorff
- Re: Seismic factors by address, Robert Kazanjy
- Re: Interior Wall Loading,
Jordan Truesdell, PE
- Re: Interior Wall Loading, Gary L. Hodgson and Assoc.
- Re: PCA Mat software,
Bill Polhemus
- RE: PCA Mat software, Marlou Rodriguez
- Project Management Software,
Mark Deardorff
- Re: Project Management Software,
Bill Polhemus
- RE: Project Management Software, Donald Bruckman
- Re: Project Management Software,
Bill Polhemus
- RE: sheet numbering conventions, Michelle Motchos
- RE: sheet numbering conventions, Rich Lewis
- <Possible follow-ups>
- RE: sheet numbering conventions,
Mark Johnson
- Re: sheet numbering conventions, Drew Morris
- Re: Eccentric Shear on Screws,
Jim Wilson
- Re: Eccentric Shear on Screws, Gary L. Hodgson and Assoc.
- Design preference for non-bearing wall connectors,
Donald Bruckman
- RE: Design preference for non-bearing wall connectors,
David Topete
- RE: Design preference for non-bearing wall connectors, Doug Mayer
- RE: Design preference for non-bearing wall connectors, Harold Sprague
- RE: Design preference for non-bearing wall connectors, Jim Wilson
- RE: Design preference for non-bearing wall connectors, Donald Bruckman
- Re: Design preference for non-bearing wall connectors, Paul Blomberg
- RE: Design preference for non-bearing wall connectors,
David Topete
- <Possible follow-ups>
- RE: Eccentric Shear on Screws, gloomis
- Re: Eccentric Shear on Screws, Paul Ransom
- RE: Masonry lap length, Scott Maxwell
- <Possible follow-ups>
- RE: Masonry lap length,
Adam Vakiener
- RE: LENTON Mason Lock,
Martin Li
- RE: LENTON Mason Lock, Donald Bruckman
- RE: LENTON Mason Lock, Martin Li
- RE: LENTON Mason Lock,
Martin Li
- RE: Steel drag strut to masonry connection,
David Topete
- RE: Steel drag strut to masonry connection, Joel Adair
- <Possible follow-ups>
- Steel drag strut to masonry connection, Tom . Hunt
- RE: Steel drag strut to masonry connection,
Jeff Hedman
- RE: Steel drag strut to masonry connection,
David Topete
- RE: Steel drag strut to masonry connection, Donald Bruckman
- RE: Steel drag strut to masonry connection,
David Topete
- RE: Steel drag strut to masonry connection, Tom . Hunt
- 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: PCA Mats Software,
Marlou Rodriguez
- Re: PCA Mats Software, Gerard Madden, SE
- Re: PCA Mats Software, Bill Polhemus
- Re: PCA Mats Software, Gerard Madden, SE
- RE: PCA Mats Software,
Marlou Rodriguez
- <Possible follow-ups>
- PCA Mats Software, Ahmad Khoury
- RE: masonry vertical control joints, Scott Maxwell
- RE: masonry vertical control joints, Mark Deardorff
- RE: responsibility to retrofit existing structure during renovation,
Barry Welliver
- RE: responsibility to retrofit existing structure during renovation, lila haj najafi
- Message not available
- RE: responsibility to retrofit existing structure during renovation, Christopher Banbury
- Re: responsibility to retrofit existing structure during renovation, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: Lime Silo Foundation,
Jason Christensen
- Re: Lime Silo Foundation,
Bill Polhemus
- Re: Lime Silo Foundation, Mark McCormick
- Re: Lime Silo Foundation, Gary L. Hodgson and Assoc.
- Re: Lime Silo Foundation,
Bill Polhemus
- Re: Redundancy R-factor and new math, Gerard Madden, SE
- RE: Redundancy R-factor and new math, Tom Skaggs
- RE: Redundancy R-factor and new math, Harold Sprague
- <Possible follow-ups>
- Redundancy R-factor and new math,
Pinyon Engineering
- Re: Redundancy R-factor and new math, Gerard Madden, SE
- 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
- RE: excavation safety, Scott, William N
- RE: excavation safety,
Dick_Roberts
- RE: excavation safety, David Topete
- Message not available
- RE: excavation safety, Christopher Banbury
- Re: excavation,
Lloyd Pack
- RE: excavation,
Garner, Robert
- RE: excavation, Michel Blangy
- RE: excavation, Dick_Roberts
- RE: excavation, Michel Blangy
- Re: excavation, Bill Cain
- RE: excavation, Garner, Robert
- RE: excavation, Truitt Vance
- Re: excavation, Bill Cain
- RE: excavation,
Michel Blangy
- RE: excavation, Lloyd Pack
- RE: excavation,
Garner, Robert
- RE: was excavation,
David Topete
- RE: was excavation,
David Fisher
- RE: was excavation, Garner, Robert
- RE: was excavation, Michel Blangy
- Re: was excavation, Gerard Madden, SE
- Re: was excavation, Rand W Holtham
- RE: was excavation, Michel Blangy
- RE: was excavation,
David Fisher
- <Possible follow-ups>
- RE: was excavation,
Christopher Banbury
- RE: was excavation,
Mark Deardorff
- RE: was excavation, Alpana Kumar
- RE: was excavation,
Mark Deardorff
- <Possible follow-ups>
- Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Lakhani, Sid
- Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Lakhani, Sid
- RE:Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison,
Pinyon Engineering
- RE:Aluminum, Stainless Steel, and Fiber Glass-Cost Comparison, Harold Sprague
- RE: Out of Plane shearwall Loading, Robert Jonkman
- Message not available
- Re: Out of Plane shearwall Loading, Neil Moore
- Re: Out of Plane shearwall Loading, Gerard Madden, SE
- RE: APA report on new over existing roof sheathing, Scott Maxwell
- <Possible follow-ups>
- International Conference - Publicity - Request - Regarding., pillai perumal
- RE: Test! Is SEAINT List Server working?,
David Fisher
- RE: Test! Is SEAINT List Server working?, Micayas, Julius
- RE: Test! Is SEAINT List Server working?, David Topete
- RE: Z properties, calculations, David Topete
- <Possible follow-ups>
- RE: Z properties, calculations, Jason Christensen
- Re: Wave Action - Connecticut shore line, Tom . Hunt
- Message not available
- Re: Wave Action - Connecticut shore line, Neil Moore
- RE: Wave Action - Connecticut shore line, Micayas, Julius
- Re: Bridge collapse in Minnesota,
Paul Blomberg
- RE: Bridge collapse in Minnesota,
Scott Maxwell
- RE: Bridge collapse in Minnesota, Rand W Holtham
- RE: Bridge collapse in Minnesota, Scott Maxwell
- RE: Bridge collapse in Minnesota, Rand W Holtham
- RE: Bridge collapse in Minnesota,
Scott Maxwell
- RE: ACI Minimum AB Spacing,
Scott Maxwell
- RE: ACI Minimum AB Spacing, William.Sherman
- Message not available
- RE: ACI Minimum AB Spacing, Christopher Banbury
- Message not available
- RE: ACI Minimum AB Spacing, Christopher Banbury
- RE: IBC Wood Frame Shear Wall Table -- panels over gypsum,
Mark Deardorff
- Re: IBC Wood Frame Shear Wall Table -- panels over gypsum, Gerard Madden, SE
- RE: Glu-Lam beam with Steel Channel calc, Garner, Robert
- Re: Glu-Lam beam with Steel Channel calc, Tom . Hunt
- 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, Bill Cain
- Re: Glu-Lam beam with Steel Channel calc, erik gibbs
- 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: Glu-Lam beam with Steel Channel calc,
Jerry Coombs
- Re: Glu-Lam beam with Steel Channel calc, Gerard Madden, SE
- RE: Glu-Lam beam with Steel Channel calc, Scott Maxwell
- RE: Glu-Lam beam with Steel Channel calc,
Tarek Mokhtar
- RE: Glu-Lam beam with Steel Channel calc, Garner, Robert
- <Possible follow-ups>
- RE: Glu-Lam beam with Steel Channel calc,
Pinyon Engineering
- Re: Glu-Lam beam with Steel Channel calc, Daryl Richardson
- Re: Glu-Lam beam with Steel Channel calc, Rhkratzse
- RE: HSS Framing, Conrad Harrison
- RE: Deflection of Wood Studs for Brick,
Mark Deardorff
- Re: Deflection of Wood Studs for Brick, Jordan Truesdell, PE
- Message not available
- Re: Deflection of Wood Studs for Brick, Neil Moore
- Re: Deflection of Wood Studs for Brick, Jordan Truesdell, PE
- RE: 2007 California Building Code,
Ben Yousefi
- 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
- RE: 2007 California Building Code,
David Topete
- <Possible follow-ups>
- RE: 2007 California Building Code, Mark Gilligan
- RE: 2007 California Building Code,
Jim Getaz
- RE: 2007 California Building Code, David Topete
- RE: Deflection Limits for Studs Backing Brick Veneer,
William.Sherman
- RE: Deflection Limits for Studs Backing Brick Veneer,
Harold Sprague
- RE: Deflection Limits for Studs Backing Brick Veneer, Sean Martin
- Re: Deflection Limits for Studs Backing Brick Veneer, Dave Handy
- Re: Deflection Limits for Studs Backing Brick Veneer, Harold Sprague
- RE: Deflection Limits for Studs Backing Brick Veneer,
Harold Sprague
- RE: Prequalified Welds in the AISC Manual, 13th Edition,
Garner, Robert
- RE: Prequalified Welds in the AISC Manual, 13th Edition, Scott, William N
- RE: dual system, Mark Deardorff
- RE: Access Hatch, H20 Wheel Loadings for off street and on street, Sanjay Verma
- <Possible follow-ups>
- Re: Access Hatch, H20 Wheel Loadings for off street and on street, bart
- RE: Expansion / control joint,
Doug Mayer
- Horizontal soil spring in foundations, hossein mardanlo
- RE: Expansion / control joint,
William.Sherman
- Re: Expansion / control joint, erik gibbs
- Re: Notched Beam, Gary L. Hodgson and Assoc.
- Re: Notched Beam, Me
- RE: Notched Beam,
Scott Maxwell
- RE: Notched Beam,
IRV FRUCHTMAN
- RE: Notched Beam, Donald Bruckman
- RE: Notched Beam,
IRV FRUCHTMAN
- <Possible follow-ups>
- RE: Notched Beam, Jim Getaz
- Re: Texas PE,
Jerry Coombs
- RE: Texas PE, Stuart, Matthew
- Re: Texas PE,
Jordan Truesdell, PE
- Re: Texas PE, Jerry Coombs
- Re: Texas PE, Rand W Holtham
- RE: Texas PE, Thor Tandy
- RE: Texas PE, Jerry Coombs
- Re: Texas PE, Daryl Richardson
- RE: Texas PE, Mark Deardorff
- Re: Texas PE, Jerry Coombs
- Re: Texas PE, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Texas PE, Jnapd
- Re: Texas PE, Rhkratzse
- Re: flagpole foundation,
Kipp Martin
- Re: flagpole foundation, Jerry Coombs
- Re: flagpole foundation, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: flagpole foundation, Acharya, Suresh
- 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: UBC 1997, Gautam Manandhar
- RE: UBC 1997,
Mark Deardorff
- RE: Texas PE -- Multicolored,
Michel Blangy
- Re: Texas PE -- Multicolored, Jordan Truesdell, PE
- RE: Texas PE -- Multicolored, Mark Deardorff
- RE: Brace connection,
David Topete
- RE: Brace connection, David Topete
- <Possible follow-ups>
- RE: Brace connection, Casey K. Hemmatyar
- Re: Brace connection,
bart
- RE: Brace connection, Micayas, Julius
- 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, Gerard Madden, SE
- <Possible follow-ups>
- Re: Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
- Re: Rigid diaphragm with framed shear walls and concrete shear walls, Jeff Hedman
- RE: cutting a window into concrete block wall, Larry Hauer
- RE: cutting a window into concrete block wall, Richard L. Hess
- Re: glulam shrinkage,
Robert Kazanjy
- Re: glulam shrinkage,
Daryl Richardson
- RE: glulam shrinkage, Thor Tandy
- Re: glulam shrinkage, Daryl Richardson
- Re: glulam shrinkage, Robert Kazanjy
- Re: glulam shrinkage,
Daryl Richardson
- <Possible follow-ups>
- RE: glulam shrinkage,
AWC Info
- Re: glulam shrinkage, Robert Kazanjy
- <Possible follow-ups>
- RE: Structural Integrity Inspection for onshoreOil&Gas facilities (Civil & Structural), gloomis
- RE: Seismic PE Review, Scott Maxwell
- <Possible follow-ups>
- Re: Seismic PE Review, Rhkratzse
- Re: Stack heights,
Daryl Richardson
- RE: Stack heights, Marlou Rodriguez
- <Possible follow-ups>
- RE: Wind loads for gables >45 degress, MICHAEL LeCOMTE
- <Possible follow-ups>
- RE: 10"-12" diameter steel Pile embedement,
Casey K. Hemmatyar
- RE: 10"-12" diameter steel Pile embedement, Micayas, Julius
- RE: 10"-12" diameter steel Pile embedement,
Jay Kleven
- RE: 10"-12" diameter steel Pile embedement, Micayas, Julius
- Re: Job Opportunity,
Bill Polhemus
- RE: Job Opportunity,
Wesley Werner
- RE: Job Opportunity - OT, Michel Blangy
- RE: Job Opportunity - OT, Jerry Coombs
- Re: Job Opportunity - OT, erik gibbs
- Re: Job Opportunity - OT, Gerard Madden, SE
- Re: Job Opportunity - OT, Christopher Wright
- Re: Job Opportunity - OT, Jordan Truesdell, PE
- Re: Job Opportunity - OT, Bill Polhemus
- Re: Job Opportunity - OT, Jerry Coombs
- Re: Job Opportunity - OT Have Faith in the Small Firm!!!!, Me
- Re: Job Opportunity - OT Have Faith in the Small Firm!!!!, Christopher Wright
- RE: Job Opportunity,
Wesley Werner
- <Possible follow-ups>
- RE: Job Opportunity,
Jason Christensen
- Re: Job Opportunity, Bill Polhemus
- RE: Job Opportunity,
Jason Christensen
- RE: Job Opportunity,
David Fisher
- Re: Job Opportunity, Gary L. Hodgson and Assoc.
- RE: Job Opportunity,
David Fisher
- RE: Job Opportunity, Jason Christensen
- RE: Job Opportunity, Jason Christensen
- RE: Job Opportunity,
Mark Gilligan
- Re: Job Opportunity,
Christopher Wright
- Re: Job Opportunity, Jerry Coombs
- Re: Job Opportunity, Daryl Richardson
- Re: Job Opportunity,
Christopher Wright
- RE: Job Opportunity,
Michael Stone
- RE: Job Opportunity,
Stuart, Matthew
- Re: Job Opportunity, Jordan Truesdell, PE
- RE: Job Opportunity, Donald Bruckman
- Re: Job Opportunity, Bill Polhemus
- Re: Job Opportunity, Bill Polhemus
- RE: Job Opportunity,
Stuart, Matthew
- Re: Job Opportunity,
Rhkratzse
- Re: Job Opportunity,
Bill Polhemus
- Stud Wind Load, Zaitz, Michael
- RE: Stud Wind Load, Josh Comfort
- 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
- Re: Guano and Bridge Failure, S. Gordin
- RE: Guano and Bridge Failure, Richard L. Hess
- Re: Guano and Bridge Failure, Christopher Wright
- RE: Stud Wind Load, Scott Maxwell
- Re: Job Opportunity,
Bill Polhemus
- <Possible follow-ups>
- RE: 2006 IBC CMU Construction,
Paul Feather
- RE: 2006 IBC CMU Construction,
Jerry Coombs
- RE: 2006 IBC CMU Construction, Mark Deardorff
- RE: 2006 IBC CMU Construction, Scott Maxwell
- RE: 2006 IBC CMU Construction,
Jerry Coombs
- Re: Grounding rebar,
Paul Blomberg
- Re: Grounding rebar, Robert Kazanjy
- RE: Grounding rebar,
Scott, William N
- Re: Grounding rebar,
Daryl Richardson
- RE: Grounding rebar, Scott, William N
- Re: Grounding rebar, Bill Polhemus
- Re: Grounding rebar,
Daryl Richardson
- RE: Grounding rebar, Greene, Al [PTS]
- Re: Grounding rebar, Gary L. Hodgson and Assoc.
- Re: Grounding rebar,
Daryl Richardson
- <Possible follow-ups>
- RE: Grounding rebar,
Acharya, Suresh
- RE: Grounding rebar, Dick_Roberts
- RE: Grounding rebar, Acharya, Suresh
- RE: Grounding rebar, Mark Gilligan
- Re: STUD WELDING: Ever Seen This Before?, Tom . Hunt
- RE: STUD WELDING: Ever Seen This Before?, Michel, Greg
- <Possible follow-ups>
- RE: STUD WELDING: Ever Seen This Before?, Harold Sprague
- RE: Job Opportunity - OT, Micayas, Julius
- RE: Job Opportunity - OT,
Scott Maxwell
- Re: Job Opportunity - OT,
Michel
- RE: Job Opportunity - OT, Scott Maxwell
- Re: Job Opportunity - OT, Jordan Truesdell, PE
- RE: Job Opportunity - OT,
Marlou Rodriguez
- RE: Job Opportunity - OT, Scott Maxwell
- RE: Job Opportunity - OT, Donald Bruckman
- RE: Job Opportunity - OT, Scott Maxwell
- RE: Job Opportunity - OT, Marlou Rodriguez
- RE: Job Opportunity - OT, Micayas, Julius
- Re: Job Opportunity - OT, Bill Polhemus
- RE: Job Opportunity - OT, David Topete
- Re: Job Opportunity - OT,
Michel
- <Possible follow-ups>
- Re: Job Opportunity - OT,
Rhkratzse
- RE: Job Opportunity - OT, Garner, Robert
- RE: Job Opportunity - OT, Acharya, Suresh
- RE: Job Opportunity - OT, Casey K. Hemmatyar
- RE: Job Opportunity - OT, Jeff Hedman
- Re: Job Opportunity - OT, Paul Ransom
- Re: Job Opportunity - OT, Paul Ransom
- RE: Job Opportunity - OT,
bill
- RE: Job Opportunity - OT, Marlou Rodriguez
- Re: Job Opportunity - OT, bill
- Re: Anchor Bolts, S. Gordin
- <Possible follow-ups>
- RE: Anchor Bolts,
gloomis
- RE: Anchor Bolts, Micayas, Julius
- Re: Reference needed,
IRV FRUCHTMAN
- Re: Another Reference needed,
Gary L. Hodgson and Assoc.
- RE: Another Reference needed, Scott Maxwell
- Re: Another Reference needed, Daryl Richardson
- RE: Another Reference needed, David Handy
- Re: Another Reference needed, Drew Morris
- Slab connection to Exterior Walls, Donald Bruckman
- Re: Slab connection to Exterior Walls, Gerard Madden, SE
- RE: Slab connection to Exterior Walls, Donald Bruckman
- RE: Slab connection to Exterior Walls, David Topete
- Re: Another Reference needed, Alex C. Nacionales
- Re: Another Reference needed, Gary L. Hodgson and Assoc.
- Re: Another Reference needed,
Gary L. Hodgson and Assoc.
- Re: Reference needed, Lloyd Pack
- RE: 2006 IBC Wind Load question,
Scott Maxwell
- RE: 2006 IBC Wind Load question,
Stuart, Matthew
- RE: 2006 IBC Wind Load question, Scott Maxwell
- RE: 2006 IBC Wind Load question, William.Sherman
- RE: 2006 IBC Wind Load question, Ehrlich, Gary
- RE: 2006 IBC Wind Load question, William.Sherman
- RE: 2006 IBC Wind Load question,
Stuart, Matthew
- RE: 2006 IBC Wind Load question, Barry Welliver
- RE: 2006 IBC Wind Load question,
Garner, Robert
- RE: 2006 IBC Wind Load question, Dennis Wish
- RE: 2006 IBC Wind Load question, Ehrlich, Gary
- <Possible follow-ups>
- new pharmacy shop, Efrain Matthews
- new pharmacy shop, Jeremiah London
- 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,
John Sieszycki
- Re: Railings on Stairs - OSHA 1910.23 & the Florida Building Cod, Robert Kazanjy
- RE: Railings on Stairs - OSHA 1910.23 & the Florida Building Cod, Donald Bruckman
- Re: Railings on Stairs - OSHA 1910.23 & the Florida Building Code,
John Sieszycki
- <Possible follow-ups>
- 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: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Jordan Truesdell, PE
- Re: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Hold Down Question - Using a bent (22-1/2 degree) A307 Rod,
Robert Kazanjy
- Conventional Wood Framing,
Bill Allen
- Re: Conventional Wood Framing, Jordan Truesdell, PE
- RE: Conventional Wood Framing, Christopher Haffner
- Re: Conventional Wood Framing, Jerry Coombs
- Re: Conventional Wood Framing, Jordan Truesdell, PE
- RE: Conventional Wood Framing, Michel Blangy
- RE: Conventional Wood Framing, Bill Allen
- RE: Conventional Wood Framing, Scott Maxwell
- Re: Conventional Wood Framing, Jim Wilson
- RE: Conventional Wood Framing, Christopher Haffner
- Conventional Wood Framing,
Bill Allen
- Re: Anchor Bolts in Fatigue,
Daryl Richardson
- Re: Anchor Bolts in Fatigue, Christopher Wright
- RE: Anchor Bolts in Fatigue, Harold Sprague
- Re: overhead epoxy application,
Tom . Hunt
- RE: overhead epoxy application,
David Topete
- 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: overhead epoxy application, Mark Deardorff
- RE: overhead epoxy application, Thor Tandy
- Re: overhead epoxy application, Jordan Truesdell, PE
- RE: overhead epoxy application, Thor Tandy
- Re: overhead epoxy application, Gerard Madden, SE
- RE: overhead epoxy application,
David Topete
- Re: overhead epoxy application, 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
- Re: You might be a structural engineer, if ., Stan Caldwell
- Re: You might be a structural engineer, if ., Gerard Madden, SE
- Re: You might be a structural engineer, if ., Bill Polhemus
- RE: You might be a structural engineer, if ., Scott Maxwell
- Re: You might be a structural engineer, if ., Bill Polhemus
- Re: You might be a structural engineer, if .,
Gerard Madden, SE
- 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
- Re: You might be a structural engineer, if ., Gary L. Hodgson and Assoc.
- RE: You might be a structural engineer, if .,
Marlou Rodriguez
- <Possible follow-ups>
- 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 ., 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 ., Jordan Truesdell, PE
- RE: You might be a structural engineer, if .,
dfisher
- RE: You might be a structural engineer, if ., Paul Feather
- Re: You might be a structural engineer, if ., Rhkratzse
- RE: seaint Digest for 4 Sep 2007, Mark Deardorff
- Re: Lag Bolts in Sht. Metal Straps, Robert Kazanjy
- RE: Lag Bolts in Sht. Metal Straps,
Josh Comfort
- Re: Lag Bolts in Sht. Metal Straps,
Robert Kazanjy
- Re: Lag Bolts in Sht. Metal Straps, Larry Hauer
- Re: Lag Bolts in Sht. Metal Straps, Robert Kazanjy
- RE: Lag Bolts in Sht. Metal Straps, Marlou Rodriguez
- RE: Lag Bolts in Sht. Metal Straps, Larry Hauer
- RE: Lag Bolts in Sht. Metal Straps, Marlou Rodriguez
- Message not available
- 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
- Message not available
- Free "Concrete International"s in Dallas, Jay Shilstone
- Re: Lag Bolts in Sht. Metal Straps,
Robert Kazanjy
- RE: Bent Beam/Frame,
William.Sherman
- RE: Bent Beam/Frame,
Josh Comfort
- Re: Bent Beam/Frame, Daryl Richardson
- Re: Bent Beam/Frame, erik gibbs
- RE: Bent Beam/Frame,
William.Sherman
- Re: RE: Bent Beam/Frame, sam2000 . (sam2000)
- RE: Bent Beam/Frame,
Josh Comfort
- RE: Bent Beam/Frame,
Mark Deardorff
- RE: Bent Beam/Frame, Scott Maxwell
- <Possible follow-ups>
- RE: Bent Beam/Frame, Acharya, Suresh
- RE: Bent Beam/Frame, Casey K. Hemmatyar
- <Possible follow-ups>
- Re: Class C of prestressed concrete member (ACI318-05), Jim Getaz
- Re: embed plate design,
Tom . Hunt
- Re: embed plate design,
Jim Persing
- Re: embed plate design, refugio rochin
- Re: embed plate design, Jim Persing
- Re: embed plate design,
Jim Persing
- <Possible follow-ups>
- Re: embed plate design,
Mark Gilligan
- Re: embed plate design, Jim Persing
- Message not available
- RE: embed plate design, Christopher Banbury
- <Possible follow-ups>
- RE: Embed Plate, Christopher Banbury
- RE: Embed Plate,
Christopher Banbury
- RE: Embed Plate, Sanjay Verma
- Re: Spacing for 36" dia. hollow steel pile,
Tom . Hunt
- RE: 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: Spacing for 36" dia. hollow steel pile, Ashraf Manjappara
- <Possible follow-ups>
- Re:Spacing for 36" dia. hollow steel pile, Thomas Davidson
- Re: Retaining Wall Questions, Gerard Madden, SE
- <Possible follow-ups>
- Re: Retaining Wall Questions,
Jnapd
- RE: Retaining Wall Questions,
Jordan Denio
- RE: Retaining Wall Questions, William.Sherman
- RE: Retaining Wall Questions,
Jordan Denio
- Re: Retaining Wall Questions,
Jnapd
- RE: Retaining Wall Questions,
Jordan Denio
- RE: Retaining Wall Questions, Wesley Werner
- Re: Retaining Wall Questions, Daryl Richardson
- RE: Retaining Wall Questions, Lloyd Pack
- RE: Retaining Wall Questions,
Jordan Denio
- Re: WTC Studies-Structural Aspects, Christopher Wright
- <Possible follow-ups>
- 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, Larry Bryant
- RE: WTC Studies-Structural Aspects,
Josh Comfort
- RE: WTC Studies-Structural Aspects,
Paul Feather
- WTC Studies-Structural Aspects,
Alexander Bausk
- RE: WTC Studies-Structural Aspects, Ray Pixley
- WTC Studies-Structural Aspects,
Alexander Bausk
- RE: WTC Studies-Structural Aspects,
Acharya, Suresh
- RE: WTC Studies-Structural Aspects,
Dick_Roberts
- Re: WTC Studies-Structural Aspects, Bill Polhemus
- RE: WTC Studies-Structural Aspects,
Dick_Roberts
- RE: WTC Studies-Structural Aspects, Mark Gilligan
- Re: Service Elevator Ramp,
Daryl Richardson
- Re: Service Elevator Ramp,
Bill Polhemus
- Re: Service Elevator Ramp, Daryl Richardson
- Re: Service Elevator Ramp, Bill Polhemus
- RE: Service Elevator Ramp, Garner, Robert
- Re: Service Elevator Ramp,
Bill Polhemus
- <Possible follow-ups>
- RE: Service Elevator Ramp,
Acharya, Suresh
- Re: Service Elevator Ramp, Bill Polhemus
- RE: Service Elevator Ramp, Acharya, Suresh
- RE: Heavy or light storage load, Garner, Robert
- <Possible follow-ups>
- RE: Heavy or light storage load, Jeff Hedman
- Re: Practical Example of wind design for multi-story residential wood framed analysis needed for 2006 IBC and ASCE 7-05, Bill Polhemus
- <Possible follow-ups>
- 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
- <Possible follow-ups>
- ASCE Transactions Paper N. 1835, David Topete
- Re: embedded plate, Daryl Richardson
- <Possible follow-ups>
- RE: embedded plate, Christopher Banbury
- <Possible follow-ups>
- Re: Minimum RC column dimension, rebars, Alfonso Quilala
- RE: STEEL: Connection Design Software,
Mark Deardorff
- RE: STEEL: Connection Design Software, William.Sherman
- Re: STEEL: Connection Design Software,
Bill Polhemus
- RE: STEEL: Connection Design Software, Dave.Eckrote
- Re: STEEL: Connection Design Software, Gary L. Hodgson and Assoc.
- 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,
Jordan Truesdell, PE
- Re: Swimming pool concrete fill,
Jim Wilson
- RE: Swimming pool concrete fill, Garner, Robert
- RE: Swimming pool concrete fill, Jerry Coombs
- Re: Swimming pool concrete fill,
Jim Wilson
- RE: Swimming pool concrete fill,
Richard L. Hess
- RE: Swimming pool concrete fill, Jerry Coombs
- <Possible follow-ups>
- RE: Swimming pool concrete fill,
Christopher Banbury
- RE: Swimming pool concrete fill, Jim Wilson
- 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, Jordan Truesdell, PE
- RE: Swimming pool concrete fill, Tom . Hunt
- RE: Swimming pool concrete fill, Casey K. Hemmatyar
- RE: Swimming pool concrete fill, TBerair
- RE: Swimming pool concrete fill, Jim Getaz
- RE: Swimming pool concrete fill, Trib K Mittra
- Re: Deformed wire anchor (DWA) design, Jerry Coombs
- Re: Deformed wire anchor (DWA) design, Jerry Coombs
- Re: Deformed wire anchor (DWA) design, 강성훈
- <Possible follow-ups>
- Deformed wire anchor (DWA) design, Tom . Hunt
- RE: custom steel gussets for timber trusses,
David Topete
- RE: custom steel gussets for timber trusses, Jerry Coombs
- RE: custom steel gussets for timber trusses, Scott Maxwell
- <Possible follow-ups>
- Residual damaged column capacity, Tom . Hunt
- Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Gerard Madden, SE
- Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Bill Polhemus
- <Possible follow-ups>
- Re: PROF ASTANEH AND STRUCTURAL DISASTERS, Abolhassan Astaneh-Asl
- Fw: PROF ASTANEH AND STRUCTURAL DISASTERS, Alfonso Quilala
- PROF ASTANEH AND STRUCTURAL DISASTERS, Abolhassan Astaneh-Asl
- RE: PROF ASTANEH AND STRUCTURAL DISASTERS, Harold Sprague
- RE: Prescriptive foundation bolt table for CMU, David Topete
- <Possible follow-ups>
- Re: Prescriptive foundation bolt table for CMU, Tarek Mokhtar
- Re: Gypsum wallboard shearwalls, Gerard Madden, SE
- Re: Gypsum wallboard shearwalls, Jerry Coombs
- RE: Gypsum wallboard shearwalls, Donald Bruckman
- <Possible follow-ups>
- Gypsum wallboard shearwalls, AWC Info
- Re: Tarik Berair/TECHNIP is out of the office, Bill Polhemus
- Re: FURTHER ON WTC,
Gerard Madden, SE
- Re: FURTHER ON WTC,
Christopher Wright
- Re: FURTHER ON WTC, Daryl Richardson
- Re: FURTHER ON WTC,
Christopher Wright
- <Possible follow-ups>
- RE: strengthening steel joists for shear,
Gary Loomis
- RE: strengthening steel joists for shear, Micayas, Julius
- RE: Wood Design,
Brian K. Smith
- RE: Wood Design,
James Cohen
- RE: Wood Design, Brian K. Smith
- Seminars (was Wood Design), Shaun Dustin
- RE: Wood Design,
James Cohen
- RE: Wood Design,
Tom Skaggs
- Re: Wood Design, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: Wood Design, Garner, Robert
- Wood Design, AWC Info
- RE: Wood Design, Tom . Hunt
- RE: 2001 NDS column stability coefficient Kf, David Topete
- RE: Navy manual, David Topete
- RE: Navy manual,
Scott, William N
- Re: Navy manual,
DA ENGINEERING
- RE: Navy manual, Scott, William N
- Re: Navy manual,
DA ENGINEERING
- RE: 3rd floor in UBC97,
Ben Yousefi
- RE: 3rd floor in UBC97, Truitt Vance
- <Possible follow-ups>
- RE: 3rd floor in UBC97, Tom . Hunt
- RE: 3rd floor in UBC97, Tom . Hunt
- RE: Joist girder stabilizer plates in existing building., Harold Sprague
- <Possible follow-ups>
- RE: Joist girder stabilizer plates in existing building., Gary Loomis
- <Possible follow-ups>
- 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
- RE: Alabama soils,
David Topete
- RE: Alabama soils, Scott Maxwell
- RE: Alabama soils,
Micayas, Julius
- Re: Alabama soils,
Jordan Truesdell, PE
- Wood Framed Structures - Software Survey, Bill Allen
- Re: Wood Framed Structures - Software Survey, Jordan Truesdell, PE
- RE: Wood Framed Structures - Software Survey, David Topete
- RE: Wood Framed Structures - Software Survey, David Topete
- RE: Wood Framed Structures - Software Survey, Robert Jonkman
- Re: Alabama soils,
Jordan Truesdell, PE
- <Possible follow-ups>
- Alabama Soils, Jim Lutz
- RE: Engineered lumber bolt bearing, Haan, Scott M POA
- RE: Engineered lumber bolt bearing, Tom Skaggs
- <Possible follow-ups>
- Engineered lumber bolt bearing, AWC Info
- RE: Engineered lumber bolt bearing, Paul Feather
- RE: Stepped versus Full Height Retaining Walls,
Harold Sprague
- RE: Stepped versus Full Height Retaining Walls, Michel Blangy
- RE: metal stud building design guide,
Gautam Manandhar
- RE: metal stud building design guide, Mark Deardorff
- RE: metal stud building design guide,
David Topete
- RE: metal stud building design guide, Gautam Manandhar
- Message not available
- RE: metal stud building design guide,
Christopher Banbury
- RE: metal stud building design guide, William.Sherman
- RE: metal stud building design guide,
Christopher Banbury
- RE: no. of anchor bolts,
Scott, William N
- RE: no. of anchor bolts,
Bill Allen
- RE: no. of anchor bolts, Scott, William N
- RE: no. of anchor bolts,
Bill Allen
- 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, Harold Sprague
- <Possible follow-ups>
- RE: no. of anchor bolts, Gary Loomis
- FW: no. of anchor bolts, Micayas, Julius
- RE: Out of Plane Wall Anchorage, Mark Deardorff
- <Possible follow-ups>
- Re: OSHA requirement for remedial inspection after a failure, Jim Getaz
- <Possible follow-ups>
- 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, Drew Morris
- RE: T1-11 Shear Values, Tom Skaggs
- <Possible follow-ups>
- Re: T1-11 Shear Values, ASLCSE
- Re: T1-11 Shear Values, ASLCSE
- Re: T1-11 Shear Values, ASLCSE
- Re: T1-11 Shear Values, ASLCSE
- Re: Epoxy for Wood Repair,
Tom . Hunt
- RE: Epoxy for Wood Repair, Dennis Wish
- Re: Epoxy for Wood Repair, Lloyd Pack
- RE: Epoxy for Wood Repair, Douglas Boyd
- Re: Epoxy for Wood Repair, Robert Kazanjy
- Re: Epoxy for Wood Repair, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Epoxy for Wood Repair,
ASLCSE
- Re: Epoxy for Wood Repair, Jerry Coombs
- Re: Epoxy for Wood Repair, ASLCSE
- Re: Epoxy for Wood Repair, ASLCSE
- Re: Epoxy for Wood Repair, ASLCSE
- Re: Epoxy for Wood Repair, ASLCSE
- Re: Epoxy for Wood Repair, ASLCSE
- RE: Blast Resistance of Bridges-Popular Mechanics Article, Larry Bryant
- <Possible follow-ups>
- Re: Blast Resistance of Bridges-Popular Mechanics Article, Rhkratzse
- RE: Lifting Lugs, Scott, William N
- <Possible follow-ups>
- RE: Lifting Lugs, Gary Loomis
- <Possible follow-ups>
- Re: Core Hole Through PT Slab, ASLCSE
- Re: Core Hole Through PT Slab, FSRahbar
- RE: Core Hole Through PT Slab, Paul Feather
- RE: Composite Steel Beam, Stuart, Matthew
- <Possible follow-ups>
- RE:Composite Steel Beam, Mark Gilligan
- Re: Building codes in Dubai, UAE, First Last
- Re: Building codes in Dubai, UAE, Ravinath M.
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