SEAINT Mail Archive 2007 (Jan-Mar)
Civil and Structural Engineering discussions by thread
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Subject][Author][Date]
Custom Search
Messages: 1225
- RE: Min web thickness, Conrad Harrison
- Re: lateral torsional buckling really happens!,
refugio rochin
- Re: lateral torsional buckling really happens!, Sanjay . Sehdev
- <Possible follow-ups>
- Re: lateral torsional buckling really happens!, Mark Gilligan
- RE: lateral torsional buckling, Conrad Harrison
- RE: seaint Digest for 2 Jan 2007,
Conrad Harrison
- RE: lateral torsional buckling really happens!,
Josh Plummer
- RE: lateral torsional buckling really happens!, Conrad Harrison
- RE: lateral torsional buckling really happens!,
Josh Plummer
- RE: Tilt-up connections (UNCLASSIFIED),
Haan, Scott M POA
- RE: Tilt-up connections (UNCLASSIFIED), Mark E. Deardorff
- RE: Tilt-up connections (UNCLASSIFIED),
Mark E. Deardorff
- RE: Tilt-up connections (UNCLASSIFIED), Haan, Scott M POA
- RE: Tilt-up connections (UNCLASSIFIED), Josh Plummer
- Re: Tilt-up connections (UNCLASSIFIED), Jake Watson
- Re: Tilt-up connections (UNCLASSIFIED), Gerard Madden, SE
- Re: Welded elbows in carbon steel pipes, Paul Blomberg
- Re: Welded elbows in carbon steel pipes,
Daryl Richardson
- RE: Welded elbows in carbon steel pipes,
Javier Encinas
- Re: Welded elbows in carbon steel pipes, Daryl Richardson
- Re: Welded elbows in carbon steel pipes, Christopher Wright
- Re: Welded elbows in carbon steel pipes, Syed A Masroor
- Re: Welded elbows in carbon steel pipes, Gil Brock
- Re: Welded elbows in carbon steel pipes, Robert Kazanjy
- Re: Welded elbows in carbon steel pipes, Gerard Madden, SE
- RE: Welded elbows in carbon steel pipes,
Javier Encinas
- RE: concrete topping on plywood floor sheathing, Mark E. Deardorff
- Re: concrete topping on plywood floor sheathing, Avicpeng
- Re: concrete topping on plywood floor sheathing, MWJohnson
- Message not available
- Re: concrete topping on plywood floor sheathing, Neil Moore
- Re: PE Exam, Rob Chynoweth
- <Possible follow-ups>
- RE: PE Exam, Stuart, Matthew
- RE: PE Exam, Mike Jones
- Re: PE Exam, Tom . Hunt
- Re: PE Exam, Sanjay . Sehdev
- Re: PE Exam, TBerair
- Re: PE Exam, Rand W Holtham
- Re: PE Exam, Trib K Mittra
- Re: Aluminum Rectangular Tubing,
Gerard Madden, SE
- Re: Aluminum Rectangular Tubing,
Jordan Truesdell, PE
- Re: Aluminum Rectangular Tubing, Avicpeng
- Re: Aluminum Rectangular Tubing, Avicpeng
- Re: Aluminum Rectangular Tubing, Christopher Wright
- Re: Aluminum Rectangular Tubing,
Jordan Truesdell, PE
- Re: Aluminum Rectangular Tubing,
Robert Kazanjy
- Re: Aluminum Rectangular Tubing,
Gerard Madden, SE
- Re: Aluminum Rectangular Tubing, Robert Kazanjy
- Re: Aluminum Rectangular Tubing, Gerard Madden, SE
- Message not available
- Re: Aluminum Rectangular Tubing, Neil Moore
- RE: Aluminum Rectangular Tubing, Dave Lowen
- Re: Aluminum Rectangular Tubing, Robert Kazanjy
- Re: Aluminum Rectangular Tubing,
Gerard Madden, SE
- Re: eccentric braced frames, Gerard Madden, SE
- Re: eccentric braced frames, Tom . Hunt
- <Possible follow-ups>
- RE: eccentric braced frames,
Bruce Holcomb
- Re: eccentric braced frames,
Gerard Madden, SE
- Message not available
- Re: eccentric braced frames, Neil Moore
- Re: eccentric braced frames,
Gerard Madden, SE
- Re: Anti Virus Software, Jordan Truesdell, PE
- Re: Anti Virus Software, MTD Ingenieros Asociados, S.A.
- Re: Anti Virus Software,
Stan Caldwell
- RE: Anti Virus Software,
Alden Manipula
- RE: Anti Virus Software, Padmanabhan Rajendran
- RE: Anti Virus Software,
Alden Manipula
- RE: 10-story russian bldg,
Michel Blangy
- Re: 10-story russian bldg, refugio rochin
- RE: Foundation settlement,
Harold Sprague
- RE: Foundation settlement, Conrad Harrison
- Re: Foundation settlement, Aswin Ranga Swamy
- <Possible follow-ups>
- RE: Foundation settlement, Paul Feather
- RE: Foundation settlement, Jimenez, Jorge A.
- RE: Foundation settlement,
Michelle Motchos
- Re: Foundation settlement, bcainse
- <Possible follow-ups>
- re: condo fee proposal, David Merrick
- re: condo fee proposal, David Merrick
- Re: bolts in bending,
Jordan Truesdell, PE
- Re: bolts in bending,
refugio rochin
- Re: bolts in bending, Jordan Truesdell, PE
- Re: bolts in bending,
refugio rochin
- Re: bolts in bending, Sanjay . Sehdev
- Re: bolts in bending, Christopher Wright
- Re: seaint Digest for 9 Jan 2007, Jordan Truesdell, PE
- RE: UBC DRIFT VERSUS CBC DRIFT,
David Topete
- RE: UBC DRIFT VERSUS CBC DRIFT, Tom . Hunt
- Re: UBC DRIFT VERSUS CBC DRIFT,
Gerard Madden, SE
- RE: UBC DRIFT VERSUS CBC DRIFT, David Topete
- Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
- Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
- RE: UBC DRIFT VERSUS CBC DRIFT, David Topete
- Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
- <Possible follow-ups>
- RE: UBC DRIFT VERSUS CBC DRIFT,
Ben Yousefi
- Re: UBC DRIFT VERSUS CBC DRIFT, Gerard Madden, SE
- RE: UBC DRIFT VERSUS CBC DRIFT, Tom . Hunt
- RE: UBC DRIFT VERSUS CBC DRIFT, TBerair
- <Possible follow-ups>
- history, not politics, refugio rochin
- Re: history, not politics,
Rhkratzse
- Re: history, not politics, chuck utzman
- Re: History, Not Politics,
Gary L. Hodgson and Assoc.
- RE: History, Not Politics, Sharon
- RE: History, Not Politics,
Richard L. Hess
- Re: History, Not Politics, bcainse
- Re: History, Not Politics, Bill Polhemus
- history, not politics,
refugio rochin
- Re: history, not politics, Gerard Madden, SE
- Re: history, not politics, Bill Polhemus
- RE: history, not politics,
Garner, Robert
- Re: history, not politics, Bill Polhemus
- RE: history, not politics, Garner, Robert
- RE: history, not politics, Michel Blangy
- RE: SE's in movies and TV, David Topete
- Re: OT: SE's in movies and TV,
Bill Polhemus
- Re: OT: SE's in movies and TV,
Gerard Madden, SE
- RE: OT: SE's in movies and TV, David Topete
- Re: OT: SE's in movies and TV, Scott Maxwell
- Re: OT: SE's in movies and TV, Gerard Madden, SE
- Re: OT: SE's in movies and TV, Scott Maxwell
- Re: OT: SE's in movies and TV, Gary L. Hodgson and Assoc.
- Re: OT: SE's in movies and TV,
Gerard Madden, SE
- <Possible follow-ups>
- RE: OT: SE's in movies and TV,
Mike Jones
- RE: OT: SE's in movies and TV, David Topete
- Re: residential surcharge to Ret. wall, Gerard Madden, SE
- <Possible follow-ups>
- Re: residential surcharge to Ret. wall,
jrgrill(--nospam--at)cableone.net
- Re: residential surcharge to Ret. wall,
Gerard Madden, SE
- Re: residential surcharge to Ret. wall, Gerard Madden, SE
- RE: residential surcharge to Ret. wall, Dennis Wish
- RE: residential surcharge to Ret. wall, Dennis Wish
- Re: residential surcharge to Ret. wall,
Gerard Madden, SE
- Re: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
- RE: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
- RE: residential surcharge to Ret. wall,
jrgrill(--nospam--at)cableone.net
- Re: residential surcharge to Ret. wall, Jordan Truesdell, PE
- Re: residential surcharge to Ret. wall, Rhkratzse
- Re: residential surcharge to Ret. wall, jrgrill(--nospam--at)cableone.net
- RE: residential surcharge to Ret. wall, Adam Vakiener
- RE: building within a building - code separation requirements?????, Mark E. Deardorff
- Re: Bearing Stiffeners,
Gary L. Hodgson and Assoc.
- RE: Bearing Stiffeners,
Dave Lowen
- Re: Bearing Stiffeners, Gary L. Hodgson and Assoc.
- RE: Bearing Stiffeners,
Dave Lowen
- Re: engineers in movies,
Gerard Madden, SE
- RE: engineers in movies, Chance, Acie
- Re: engineers in movies, Gary L. Hodgson and Assoc.
- RE: Existing Buildings,
Nels Roselund
- RE: Existing Buildings,
Stuart, Matthew
- Re: Existing Buildings, Will Haynes
- RE: Existing Buildings,
Stuart, Matthew
- Re: Existing Buildings,
Jordan Truesdell, PE
- Re: Existing Buildings, Will Haynes
- Re: Existing Buildings,
Daryl Richardson
- Re: Existing Buildings, Will Haynes
- Re: Existing Buildings,
Bill Polhemus
- Re: Existing Buildings, Will Haynes
- RE: Existing Buildings, Dennis Wish
- Re: Existing Buildings, Scott Maxwell
- <Possible follow-ups>
- RE: Existing Buildings,
Gary Loomis
- Re: Existing Buildings, bcainse
- Re: Existing Buildings, Will Haynes
- RE:, Marlou B. Rodriguez, S.E.
- <Possible follow-ups>
- RE: Footing design for uplift,
Michael Bryson
- RE: Footing design for uplift, Conrad Harrison
- RE: Footing design for uplift,
Stuart, Matthew
- RE: Footing design for uplift (yield line), Conrad Harrison
- RE: Footing design for uplift,
Jimenez, Jorge A.
- Re: Footing design for uplift, Jordan Truesdell, PE
- RE: Footing design for uplift, Nels Roselund
- Footing design for uplift, Mark L. Puccio
- RE: Footing design for uplift,
Jimenez, Jorge A.
- Re: Footing design for uplift, Jordan Truesdell, PE
- Re: Notched Wood Beam, Jordan Truesdell, PE
- RE: Notched Wood Beam, Bruce Pooley
- <Possible follow-ups>
- Re: Notched Wood Beam, Rhkratzse
- Re: Anchor Bolts with shims, coengineer
- RE: Reliability redundancy factor, David Topete
- <Possible follow-ups>
- RE: reinforcement in topping slabs,
Gary Loomis
- Re: reinforcement in topping slabs, Daryl Richardson
- <Possible follow-ups>
- RE: Isolation joint, Garner, Robert
- <Possible follow-ups>
- RE: Concrete Mechanical Anchors,
Michelle Motchos
- RE: Concrete Mechanical Anchors, Sharon
- <Possible follow-ups>
- RE: history, politics, then shatner, Garner, Robert
- Re: Cracks in Masonry,
Scott Maxwell
- RE: Cracks in Masonry,
M. David Finley, P.E., P.A.
- RE: Cracks in Masonry, Scott Maxwell
- RE: Cracks in Masonry,
M. David Finley, P.E., P.A.
- <Possible follow-ups>
- Re: Cracks in Masonry, Rhkratzse
- <Possible follow-ups>
- RE: current cost per square foot of construction for commercial Home Depot building in Los Angeles area, Donald
- RE: Partial grout CMU shear wall,
Josh Comfort
- RE: Partial grout CMU shear wall, David Topete
- Re: Partial grout CMU shear wall,
Will Haynes
- RE: Partial grout CMU shear wall,
David Topete
- Re: Partial grout CMU shear wall, Gerard Madden, SE
- RE: Partial grout CMU shear wall, David Topete
- Re: Partial grout CMU shear wall, Gerard Madden, SE
- Re: Partial grout CMU shear wall, Will Haynes
- Re: Partial grout CMU shear wall, Scott Maxwell
- RE: Partial grout CMU shear wall,
David Topete
- <Possible follow-ups>
- RE: Partial grout CMU shear wall, Michael Bryson
- <Possible follow-ups>
- The VeRost Anchor Plate the only boltable embed., TBerair
- The VeRost Anchor Plate the only boltable embed., Tom . Hunt
- <Possible follow-ups>
- RE: SEA Meeting Presentation Topics,
Speck, Todd M
- Re: SEA Meeting Presentation Topics, Andy Richardson
- RE: DSA Mech. Roof Equip., (Again),
Doug Mayer
- RE: DSA Mech. Roof Equip., (Again), Larry Hauer
- Re: Leaving Formwork in Place,
Robert Kazanjy
- RE: Leaving Formwork in Place, Michel Blangy
- Re: Leaving Formwork in Place,
Daryl Richardson
- Re: Leaving Formwork in Place,
Syed A Masroor
- Re: Leaving Formwork in Place, Gil Brock
- Re: Leaving Formwork in Place,
Syed A Masroor
- Re: Leaving Formwork in Place, Ravinath M.
- <Possible follow-ups>
- Re: Leaving Formwork in Place, Jesus Gomez
- RE: WT to HSS Out of Plane Moment Connection, Conrad Harrison
- RE: WT to HSS Out of Plane Moment Connection, Conrad Harrison
- Re: WT to HSS Out of Plane Moment Connection,
Scott Maxwell
- RE: WT to HSS Out of Plane Moment Connection (Torsion??),
Conrad Harrison
- Re: WT to HSS Out of Plane Moment Connection (Torsion??), Gary L. Hodgson and Assoc.
- RE: WT to HSS Out of Plane Moment Connection (Torsion??), Conrad Harrison
- Re: WT to HSS Out of Plane Moment Connection, Gary L. Hodgson and Assoc.
- RE: WT to HSS Out of Plane Moment Connection (Torsion??),
Conrad Harrison
- RE: uplift in footings,
David Topete
- stone veneer with thinset,
Truitt Vance
- Re: stone veneer with thinset, Tarek Mokhtar
- RE: stone veneer with thinset, Truitt Vance
- stone veneer with thinset,
Truitt Vance
- Re: uplift in footings,
Gary L. Hodgson and Assoc.
- Re: uplift in footings, Jordan Truesdell, PE
- Re: uplift in footings,
Jim Wilson
- Re: uplift in footings, Jordan Truesdell, PE
- RE: uplift in footings, Conrad Harrison
- <Possible follow-ups>
- RE: uplift in footings,
Wesley Werner
- RE: uplift in footings, Jim Wilson
- RE: Site Class E question, David Topete
- RE: Ordinary Truss Moment Frame, David Topete
- Re: Ordinary Truss Moment Frame, Tom . Hunt
- Re: Ordinary Truss Moment Frame,
Gerard Madden, SE
- Re: Ordinary Truss Moment Frame,
garyg
- Re: Ordinary Truss Moment Frame, Gerard Madden, SE
- Re: Ordinary Truss Moment Frame, garyg
- Re: Ordinary Truss Moment Frame, Gerard Madden, SE
- Re: Ordinary Truss Moment Frame, garyg
- Re: Ordinary Truss Moment Frame,
garyg
- RE: Trus Joist TJ-Shear Panels, David Topete
- Re: Trus Joist TJ-Shear Panels,
Gerard Madden, SE
- Re: Trus Joist TJ-Shear Panels, Robert Kazanjy
- Re: Trus Joist TJ-Shear Panels,
bcainse
- Re: Trus Joist TJ-Shear Panels, Bill Polhemus
- Re: Trus Joist TJ-Shear Panels, Robert Kazanjy
- Re: hollow red clay block, Gary L. Hodgson and Assoc.
- Re: hollow red clay block, Roger Davis
- <Possible follow-ups>
- hollow red clay block,
Robert Freeman
- RE: hollow red clay block,
Dennis Wish
- RE: hollow red clay block, Richard Hess
- RE: hollow red clay block,
Dennis Wish
- Re: Multiple loads on a pad foundation question, Avicpeng
- Re: Multiple loads on a pad foundation question, Raymond Shreenan
- Re: Old Steel Shapes, Bradford_Burton
- Re: Old Steel Shapes, Christopher Wright
- RE: Old Steel Shapes, Marlou B. Rodriguez, S.E.
- <Possible follow-ups>
- Re: Old Steel Shapes, Bradford_Burton
- Old Steel Shapes,
Glenn Otto
- RE: Old Steel Shapes, Dave Lowen
- Re: Old steel shapes, G Vishwanath
- RE: Welding HSS, Dave Lowen
- Re: Welding HSS,
Tom . Hunt
- Re: Welding HSS,
Robert Kazanjy
- Re: Welding HSS, Robert Kazanjy
- RE: Welding HSS, Robert E Shaw Jr
- Re: Welding HSS,
Robert Kazanjy
- Re: Welding HSS, Christopher Wright
- <Possible follow-ups>
- RE: Welding HSS, Jimenez, Jorge A.
- RE: Welding HSS,
Jimenez, Jorge A.
- RE: Welding HSS, Tom . Hunt
- RE: New Simpson Holdowns - Recommendations, Mark E. Deardorff
- RE: New Simpson Holdowns - Recommendations, joseph goldbronn
- <Possible follow-ups>
- RE: New Simpson Holdowns - Recommendations, Ben Yousefi
- RE: New Simpson Holdowns - Recommendations, Tom . Hunt
- RE: New Simpson Holdowns - Recommendations, Rand W Holtham
- RE: New Simpson Holdowns - Recommendations, TBerair
- RE: Drag forces perpendicular to roof trusses and or joists, David Topete
- Re: Drag forces perpendicular to roof trusses and or joists, Tarek Mokhtar
- RE: Drag forces perpendicular to roof trusses and or joists, Michel Blangy
- RE: Drag forces perpendicular to roof trusses and or joists, Tom Skaggs
- <Possible follow-ups>
- RE: Drag forces perpendicular to roof trusses and or joists, Jeff Hedman
- RE: Drag forces perpendicular to roof trusses and or joists,
Jeff Hedman
- RE: Drag forces perpendicular to roof trusses and or joists,
David Topete
- Re: Drag forces perpendicular to roof trusses and or joists, Daryl Richardson
- RE: Drag forces perpendicular to roof trusses and or joists,
David Topete
- RE: ACI 318-05 minimum slab on grade reinforcement spacing,
Stuart, Matthew
- RE: ACI 318-05 minimum slab on grade reinforcement spacing,
Jason Emoto
- RE: ACI 318-05 minimum slab on grade reinforcement spacing, Scott Maxwell
- RE: ACI 318-05 minimum slab on grade reinforcement spacing,
Jason Emoto
- <Possible follow-ups>
- RE: ACI 318-05 minimum slab on grade reinforcement spacing, Stuart, Matthew
- RE: ACI 318-05 minimum slab on grade reinforcement spacing, Gary Loomis
- RE: ACI 318-05 minimum slab on grade reinforcement spacing, Donald
- Re: PE Requirements, Gerard Madden, SE
- Re: PE Requirements, Scott Maxwell
- Re: PE Requirements, TBerair
- Re: Off-Topic (Sources for downloading non-music MP3 files), Gary L. Hodgson and Assoc.
- Re: Off-Topic (Sources for downloading non-music MP3 files),
Gerard Madden, SE
- Re: Off-Topic (Sources for downloading non-music MP3 files), Gary L. Hodgson and Assoc.
- RE: Off-Topic (Sources for downloading non-music MP3 files),
Michel Blangy
- Re: Off-Topic (Sources for downloading non-music MP3 files), Bill Polhemus
- RE: 2006 IBC Wood Sill Plate Washers, Michel, Greg
- Re: WT as Vertical Bracing, Gerard Madden, SE
- Re: WT as Vertical Bracing, Tom . Hunt
- <Possible follow-ups>
- Re: Most Trustworthy Professionals,
Jnapd
- RE: Most Trustworthy Professionals, Dave Lowen
- Re: Most Trustworthy Professionals,
Paul Ransom
- Re: Most Trustworthy Professionals, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- RE: Summing Shear Capacities under the UBC, Paul Feather
- RE: bad science - CSI Miami, Collier, Randy
- RE: bad science - CSI Miami, David Fisher
- Re: bad science - CSI Miami,
Gerard Madden, SE
- RE: bad science - CSI Miami, David Fisher
- RE: bad science - CSI Miami,
David Topete
- Re: bad science - CSI Miami, Gerard Madden, SE
- RE: bad science - CSI Miami, David Topete
- Re: bad science - CSI Miami, Gerard Madden, SE
- Re: bad science - CSI Miami,
Christopher Wright
- RE: bad science - CSI Miami, Conrad Harrison
- Re: bad science - CSI Miami, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- Re: bad science - CSI Miami, sscholl2(--nospam--at)juno.com
- RE: bad science - CSI Miami,
Mike Jones
- Re: bad science - CSI Miami, Christopher Wright
- Re: bad science - CSI Miami,
Paul Ransom
- RE: bad science - CSI Miami, David Fisher
- <Possible follow-ups>
- Re: Web Tapered Members and the 2005 AISC specification,
Paul Ransom
- RE: Web Tapered Members and the 2005 AISC specification, Josh Plummer
- RE: Shake Table Study Tests Wood-Framed Structure, Michel Blangy
- <Possible follow-ups>
- Re: Shake Table Study Tests Wood-Framed Structure, Jnapd
- RE: Shake Table Study Tests Wood-Framed Structure,
Jim Getaz
- Re: Shake Table Study Tests Wood-Framed Structure, Jordan Truesdell, PE
- RE: bad science - CSI Miami/Star Trek,
David Fisher
- Re: bad science - CSI Miami/Star Trek, Bill Polhemus
- <Possible follow-ups>
- RE: "User Note" Single angle bending member, Jimenez, Jorge A.
- Re: steel beam vibration, Jordan Truesdell, PE
- Re: steel beam vibration, Daryl Richardson
- <Possible follow-ups>
- RE: steel beam vibration,
Garner, Robert
- Re: steel beam vibration, Jordan Truesdell, PE
- RE: steel beam vibration,
Mark Gilligan
- Re: steel beam vibration, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Diaphrabm values for screws, jrgrill(--nospam--at)cableone.net
- Re: Pull down stair, Jordan Truesdell, PE
- Re: Metal Plate Wood Trusses, Dik Coates
- Re: Metal Plate Wood Trusses, Bradford_Burton
- Re: Metal Plate Wood Trusses, Gary L. Hodgson and Assoc.
- re: trusses,
Scott Maxwell
- RE: trusses, Dennis Wish
- <Possible follow-ups>
- Re: trusses, Jnapd
- Re: screws in wood diaphgragm,
Robert Kazanjy
- Re: screws in wood diaphgragm,
Joseph R. Grill
- RE: screws in wood diaphgragm, Tom Skaggs
- Re: screws in wood diaphgragm,
Joseph R. Grill
- <Possible follow-ups>
- Re: screws in wood diaphgragm, sscholl2
- Re: Re: screws in wood diaphgragm, bruckmandesign
- FW: screws in wood diaphgragm, David Topete
- Re: screws in wood diaphragm, chuck utzman
- Re: screws in wood diaphragm, Robert Kazanjy
- <Possible follow-ups>
- Re: screws in wood diaphragm, Pinyon Engineering
- <Possible follow-ups>
- Re: OT: Dilbert - I'm affraid I have some bad news..., Jnapd
- RE: seaint Digest for 25 Jan 2007, Martin Li
- <Possible follow-ups>
- Re: seaint Digest for 25 Jan 2007, Trib K Mittra
- Re: Embedded Pole, Robert Kazanjy
- RE: Embedded Pole,
Mark E. Deardorff
- RE: Embedded Pole (UNCLASSIFIED),
Haan, Scott M POA
- RE: Embedded Pole (UNCLASSIFIED), Mark E. Deardorff
- Re: Embedded Pole (UNCLASSIFIED), chuck utzman
- RE: Embedded Pole (UNCLASSIFIED),
Haan, Scott M POA
- Re: Embedded Pole, Daryl Richardson
- Re: Embedded Pole, Neil Moore
- RE: COMPUTER: Compare/Contrast Tekla, PDS, Autoplant, etc., Josh Plummer
- <Possible follow-ups>
- Re: COMPUTER: Compare/Contrast Tekla, PDS, Autoplant, etc., Jim Getaz
- Re: shoring wall design, Tom . Hunt
- RE: High shear diaphragm value,
Doug Mayer
- Re: High shear diaphragm value,
DA ENGINEERING
- Re: High shear diaphragm value, Robert Kazanjy
- Re: High shear diaphragm value,
DA ENGINEERING
- RE: High shear diaphragm value,
Marlou B. Rodriguez, S.E.
- RE: High shear diaphragm value,
Donald Bruckman
- RE: High shear diaphragm value, Tom Skaggs
- Re: High shear diaphragm value, Robert Kazanjy
- RE: High shear diaphragm value,
Donald Bruckman
- Re: Wind Load in Commercial and Residential designs, Dik Coates
- Re: Wind Load in Commercial and Residential designs, Daryl Richardson
- <Possible follow-ups>
- RE: Mass. PE,
Stuart, Matthew
- RE: Mass. PE, Scott Maxwell
- Re: WIRE ROPE ACCESSORIES,
bcainse
- Re: WIRE ROPE ACCESSORIES,
Christopher Wright
- RE: WIRE ROPE ACCESSORIES, Eric Ober
- RE: WIRE ROPE ACCESSORIES, Sharon
- Re: WIRE ROPE ACCESSORIES, Gerard Madden, SE
- RE: WIRE ROPE ACCESSORIES,
Tom Skaggs
- Re: WIRE ROPE ACCESSORIES, Gerard Madden, SE
- Re: WIRE ROPE ACCESSORIES,
Christopher Wright
- Message not available
- Re: WIRE ROPE ACCESSORIES, Neil Moore
- <Possible follow-ups>
- RE: Phillips anchors, Garner, Robert
- Re: aluminum weld,
Christopher Wright
- RE: aluminum weld, William.Sherman
- RE: aluminum weld, Conrad Harrison
- <Possible follow-ups>
- RE: aluminum weld, Mark Gilligan
- Re: New Structuralist Lists, Ravinath M.
- <Possible follow-ups>
- Re: New Structuralist Lists, Adjebli
- Re: New Structuralist Lists, akamili
- RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED),
Haan, Scott M POA
- Re: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED),
Jordan Truesdell, PE
- Re: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), bcainse
- RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
- RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED),
Scott Maxwell
- RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
- Re: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED),
Jordan Truesdell, PE
- <Possible follow-ups>
- Unblaanced snow on 12 in 12 roof,
AWC Info
- RE: Unblaanced snow on 12 in 12 roof (UNCLASSIFIED), Haan, Scott M POA
- Re: Unbalanced snow on 12 in 12 roof, Jordan Truesdell, PE
- Re: Chain or Wire Rope,
Will Haynes
- Re: Chain or Wire Rope, Will Haynes
- Re: Chain or Wire Rope, Christopher Wright
- <Possible follow-ups>
- Re: Chain or Wire Rope, Paul Ransom
- RE: Unbalanced snow on 12 in 12 roof (UNCLASSIFIED), Scott Maxwell
- <Possible follow-ups>
- RE: Unbalanced snow on 12 in 12 roof (UNCLASSIFIED), Jason Christensen
- Re: POLL: Who "Designs" Your Structural Steel Connections?, Tom . Hunt
- RE: POLL: Who "Designs" Your Structural Steel Connections?, David L. Fisher
- Re: POLL: Who "Designs" Your Structural Steel Connections?, garyg
- Re: POLL: Who "Designs" Your Structural Steel Connections?,
Gary L. Hodgson and Assoc.
- Re: POLL: Who "Designs" Your Structural Steel Connections?, Daryl Richardson
- <Possible follow-ups>
- RE: POLL: Who "Designs" Your Structural Steel Connections?, Paul Feather
- RE: POLL: Who "Designs" Your Structural Steel Connections?, Garner, Robert
- RE: RE: POLL: Who "Designs" Your Structural Steel Connections?, bill
- RE: POLL: Who "Designs" Your Structural Steel Connections?,
Michael Bryson
- Re: POLL: Who "Designs" Your Structural Steel Connections?, Jordan Truesdell, PE
- RE: POLL: Who "Designs" Your Structural Steel Connections?, Jimenez, Jorge A.
- RE: POLL: Who "Designs" Your Structural Steel Connections?, G Vishwanath
- RE: RE: POLL: Who "Designs" Your Structural Steel Connections?, Garner, Robert
- RE: virus protection,
Dave Lowen
- Re: virus protection,
Joseph Grill
- RE: virus protection, Dave Lowen
- Re: virus protection,
Joseph Grill
- RE: virus protection, Michel Blangy
- Re: virus protection,
bcainse
- Re: virus protection, Joseph Grill
- Re: virus protection, Bill Polhemus
- Re: Non US Steel Shapes, Drew Morris
- Re: Non US Steel Shapes, Tom . Hunt
- <Possible follow-ups>
- Torsion in Wood Members,
AWC Info
- Re: Torsion in Wood Members, Joseph Grill
- Re: Torsion in Wood Members, AWC Info
- RE: Enclosure of Building,
Scott, William N
- HP 430 plotter,
S. Gordin
- RE: HP 430 plotter, David Topete
- Re: HP 430 plotter, S. Gordin
- RE: HP 430 plotter, David Topete
- RE: HP 430 plotter, Donald Bruckman
- RE: HP 430 plotter, Neil Moore
- Re: HP 430 plotter, Daryl Richardson
- Re: HP 430 plotter, Christopher Wright
- Re: HP 430 plotter, Scott Maxwell
- Re: HP 430 plotter, S. Gordin
- HP 430 plotter,
S. Gordin
- <Possible follow-ups>
- RE: HP 430 plotter, Hans E Boge
- RE: Moment Connection Question, Robert E Shaw Jr
- <Possible follow-ups>
- RE: Moment Connection Question, Mark Gilligan
- RE: 1987 bar joist girder, David Topete
- RE: 1987 bar joist girder, David Fisher
- Re: 1987 bar joist girder, Kyle Delabar
- <Possible follow-ups>
- RE: 1987 bar joist girder, Mike Jones
- Re: 1987 bar joist girder, jrgrill(--nospam--at)cableone.net
- RE: engineer contracts, Mark E. Deardorff
- Re: engineer contracts,
bcainse
- RE: engineer contracts, Michel Blangy
- <Possible follow-ups>
- Re: engineer contracts, sscholl2(--nospam--at)juno.com
- RE: engineer contracts, Christopher Banbury
- RE: engineer contracts, sscholl2(--nospam--at)juno.com
- RE: Definition of a Collector,
David Topete
- Re: Definition of a Collector,
Will Haynes
- Re: Definition of a Collector, bcainse
- Re: Definition of a Collector, Will Haynes
- Colorado license renewal, Tarek Mokhtar
- Re: Colorado license renewal, Drew Morris
- Re: Colorado license renewal, Tarek Mokhtar
- Re: Colorado license renewal, Scott Maxwell
- Re: Definition of a Collector,
Will Haynes
- <Possible follow-ups>
- Re: Definition of a Collector,
Paul Ransom
- Re: Definition of a Collector,
Ganesh Thiagarajan
- bracing suspended ceiling elements, Jeff Smith
- RE: bracing suspended ceiling elements, Marlou B. Rodriguez, S.E.
- RE: bracing suspended ceiling elements, Jeff Smith
- Re: Definition of a Collector,
Ganesh Thiagarajan
- Re: Unofficial Definition of Structural Engineering, Kipp Martin
- Re: Unofficial Definition of Structural Engineering, bcainse
- <Possible follow-ups>
- RE: Unofficial Definition of Structural Engineering, Jimenez, Jorge A.
- RE: Unofficial Definition of Structural Engineering, Michelle Motchos
- Re: Unofficial Definition of Structural Engineering, Daniel Popp
- RE: Unofficial Definition of Structural Engineering,
Garner, Robert
- RE: Unofficial Definition of Structural Engineering,
David Topete
- Re: Unofficial Definition of Structural Engineering, Jordan Truesdell, PE
- Re: Unofficial Definition of Structural Engineering, Kipp Martin
- RE: Unofficial Definition of Structural Engineering,
David Topete
- <Possible follow-ups>
- Re: Defintion of Engineering, G Vishwanath
- <Possible follow-ups>
- RE: Guide for Design of Substation Structures, Garner, Robert
- RE: credit card payments for service,
M. David Finley, P.E., P.A.
- RE: credit card payments for service,
Marlou B. Rodriguez, S.E.
- RE: credit card payments for service, Marlou B. Rodriguez, S.E.
- RE: credit card payments for service,
Marlou B. Rodriguez, S.E.
- Re: credit card payments for service, IRV FRUCHTMAN
- RE: credit card payments for service, Glenn Otto
- RE: credit card payments for service, Conrad Harrison
- <Possible follow-ups>
- RE: credit card payments for service,
Garner, Robert
- Re: credit card payments for service, Jordan Truesdell, PE
- RE: Steel SMRF on Conc. shearwall, David Topete
- Re: Steel SMRF on Conc. shearwall, Gerard Madden, SE
- <Possible follow-ups>
- Re: Steel SMRF on Conc. shearwall,
Casey K. Hemmatyar
- Re: Steel SMRF on Conc. shearwall, Gerard Madden, SE
- Re: Steel SMRF on Conc. shearwall,
Casey K. Hemmatyar
- Re: Steel SMRF on Conc. shearwall,
Gerard Madden, SE
- Invitation to ETABS2000 discussion group., hossein mardanlo
- Re: Steel SMRF on Conc. shearwall,
Gerard Madden, SE
- Re: Steel SMRF on Conc. shearwall, Jnapd
- Re: Masonry Assoc, society and institute, Scott Maxwell
- Re: Masonry Assoc, society and institute, Raymond Shreenan
- <Possible follow-ups>
- RE: Existing Property Line Retaining Wall,
Garner, Robert
- Re: Existing Property Line Retaining Wall,
Gerard Madden, SE
- bridge uplift, S. Gordin
- Re: bridge uplift, Robert Kazanjy
- Re: Existing Property Line Retaining Wall, bcainse
- Re: Existing Property Line Retaining Wall, Daryl Richardson
- Lap splices in retaining wall,
Donald Bruckman
- RE: Lap splices in retaining wall, Truitt Vance
- RE: Lap splices in retaining wall, Donald Bruckman
- Re: Lap splices in retaining wall, Will Haynes
- Re: Lap splices in retaining wall, Robert Kazanjy
- RE: Lap splices in retaining wall, Cummings, Thomas J.
- Re: Lap splices in retaining wall, Gary L. Hodgson and Assoc.
- Re: Existing Property Line Retaining Wall,
Gerard Madden, SE
- RE: Thin composite deck, Conrad Harrison
- RE: Thin composite deck, Harold Sprague
- Re: Concrete Slump,
Jay Shilstone
- Re: Concrete Slump, Lloyd Pack
- <Possible follow-ups>
- RE: Concrete Slump, Harold Sprague
- Re: Concrete Slump,
The Best Always
- RE: Concrete Slump,
Donald Bruckman
- RE: Concrete Slump, Jay Shilstone
- RE: Concrete Slump, Scott Maxwell
- RE: Concrete Slump, Donald Bruckman
- RE: Concrete Slump,
Donald Bruckman
- RE: Hurricane Ties and Light Gauge Steel Framing, Mark E. Deardorff
- Re: Hurricane Ties and Light Gauge Steel Framing, Brian K. Smith
- RE: Hurricane Ties and Light Gauge Steel Framing, Harold Sprague
- RE: Hurricane Ties and Light Gauge Steel Framing, Gautam Manandhar
- Message not available
- RE: Hurricane Ties and Light Gauge Steel Framing, Christopher Banbury
- Re: ASCE/SEI 7-05,
Jordan Truesdell, PE
- Re: ASCE/SEI 7-05, Will Haynes
- <Possible follow-ups>
- RE: ASCE/SEI 7-05, Jimenez, Jorge A.
- RE: Screwed Plywood Diaphragms,
David Topete
- Re: Screwed Plywood Diaphragms,
Joseph Grill
- RE: Screwed Plywood Diaphragms, Will Blanchard
- Re: Screwed Plywood Diaphragms, Joseph Grill
- Re: Screwed Plywood Diaphragms, Tarek Mokhtar
- Re: Screwed Plywood Diaphragms,
Joseph Grill
- RE: Silage, Tom Skaggs
- Re: Silage, Roger Davis
- <Possible follow-ups>
- RE: Silage, Harold Sprague
- <Possible follow-ups>
- RE: bracing suspended ceiling elements, Tom . Hunt
- Re: W21x55, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- Re: W21x55,
Adam Vakiener
- Re: W21x55, Gary L. Hodgson and Assoc.
- RE: W21x55, Michelle Motchos
- Re: W21x55, Paul Ransom
- RE: Non-combustible floor sheathing, Donald Bruckman
- <Possible follow-ups>
- RE: Non-combustible floor sheathing, Garner, Robert
- RE: Non-combustible floor sheathing, Christopher Banbury
- RE: Non-combustible floor sheathing,
Wesley Werner
- RE: Non-combustible floor sheathing, Jim Chatterley PE
- RE: Non-combustible floor sheathing, Tom . Hunt
- RE: Non-combustible floor sheathing, Jared Keyser
- Re: Tilt-Panel Bottom Connections, Bill Polhemus
- RE: Tilt-Panel Bottom Connections, Richard L. Hess
- <Possible follow-ups>
- RE: Tilt-Panel Bottom Connections,
Mark Remmetter
- RE: Tilt-Panel Bottom Connections,
Richard L. Hess
- Re: Tilt-Panel Bottom Connections, Jake Watson
- Re: Tilt-Panel Bottom Connections, bcainse
- RE: Tilt-Panel Bottom Connections,
Richard L. Hess
- <Possible follow-ups>
- Shear Plate connection drag capacity,
Abolhassan Astaneh-Asl
- Re: Shear Plate connection drag capacity, Benjamin Maxwell
- Re: Truss-MWFRS or C & C,
Jordan Truesdell, PE
- RE: Truss-MWFRS or C & C, Josh Comfort
- <Possible follow-ups>
- RE: Truss-MWFRS or C & C, Christopher Banbury
- Truss-MWFRS or C & C, AWC Info
- RE: Tiltup Bottom Connections, Richard L. Hess
- RE: water pressure, Josh Comfort
- Re: water pressure, chuck utzman
- <Possible follow-ups>
- RE: water pressure, Stuart, Matthew
- RE: water pressure, Reza Dashti Asl
- Re: Headed Rebars, Tom . Hunt
- Re: Headed Rebars, Robert Kazanjy
- <Possible follow-ups>
- RE: Headed Rebars,
Michelle Motchos
- Re: Headed Rebars, Jake Watson
- RE: Headed Rebars, Garner, Robert
- <Possible follow-ups>
- Re: Diaphragm Capacities, Mlcse
- Re: Cold weather welding, Tom . Hunt
- Re: Cold weather welding, Christopher Wright
- RE: Cold weather welding,
Scott, William N
- RE: Cold weather welding, Conrad Harrison
- Re: Cold weather welding, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- RE: Cold weather welding, Garner, Robert
- SMRF - Lateral Bracing of Girder,
bpce
- RE: SMRF - Lateral Bracing of Girder, Scott, William N
- RE: din 6914 bolt spec request., Gunnar H. Isleifsson
- Re: Eccentric Load on Drilled Pier, Daryl Richardson
- Re: Eccentric Load on Drilled Pier, Padmanabhan Rajendran
- <Possible follow-ups>
- Re: Eccentric Load on Drilled Pier, Mark D. Anderson PE
- RE: Eccentric Load on Drilled Pier,
Gary Loomis
- Re: Eccentric Load on Drilled Pier,
Jordan Truesdell, PE
- Re: Eccentric Load on Drilled Pier, chuck utzman
- Re: Eccentric Load on Drilled Pier,
Jordan Truesdell, PE
- Re: Eccentric Load on Drilled Pier, Rhkratzse
- Re: Eccentric Load on Drilled Pier, Paul Ransom
- <Possible follow-ups>
- Column tree moment frame, Tom . Hunt
- Column tree moment frame, TBerair
- Column tree moment frame,
Rand W Holtham
- Shear Wall: GWB on Metal Studs,
Bill Allen
- RE: Shear Wall: GWB on Metal Studs, Jason Emoto
- RE: Shear Wall: GWB on Metal Studs, Bill Allen
- Re: Shear Wall: GWB on Metal Studs, Robert Kazanjy
- Shear Wall: GWB on Metal Studs,
Bill Allen
- <Possible follow-ups>
- RE: single plate connection,
Michael Bryson
- SEISMIC ANCHORAGE,
S. Gordin
- RE: SEISMIC ANCHORAGE, Rob Randig
- Re: SEISMIC ANCHORAGE, S. Gordin
- Re: SEISMIC ANCHORAGE, Gerard Madden, SE
- Re: SEISMIC ANCHORAGE, coengineer
- Re: SEISMIC ANCHORAGE, S. Gordin
- SEISMIC ANCHORAGE,
S. Gordin
- RE: aci 350 applicability?, William.Sherman
- Re: SEISMIC ANCHORAGE, S. Gordin
- <Possible follow-ups>
- RE: SEISMIC ANCHORAGE,
Ben Yousefi
- Re: SEISMIC ANCHORAGE,
S. Gordin
- RE: SEISMIC ANCHORAGE, Scott, William N
- Dissimilar Metal Welding Question, Ed Najjarine, SE
- Re: Dissimilar Metal Welding Question, Christopher Wright
- RE: Dissimilar Metal Welding Question, William.Sherman
- RE: SEISMIC ANCHORAGE, Donald Bruckman
- Re: SEISMIC ANCHORAGE,
S. Gordin
- RE: SEISMIC ANCHORAGE, Tom . Hunt
- RE: SEISMIC ANCHORAGE, Jason Christensen
- Re: SEISMIC ANCHORAGE, Cortese Joseph
- RE: SEISMIC ANCHORAGE, TBerair
- Re: Substitute concrete for grout?,
Scott Maxwell
- Re: Substitute concrete for grout?,
Will Haynes
- Re: Substitute concrete for grout?, Jordan Truesdell, PE
- Re: Substitute concrete for grout?, Harold Sprague
- RE: Substitute concrete for grout?, Garner, Robert
- Re: Substitute concrete for grout?, Scott Maxwell
- Re: Substitute concrete for grout?,
Will Haynes
- re: grout vs concrete,
Roger Davis
- Re: grout vs concrete, Will Haynes
- Re: Sloshing, refugio rochin
- <Possible follow-ups>
- Re: Sloshing,
Himat Solanki
- Re: Sloshing, Thor Tandy
- Re: online plan stamper,
refugio rochin
- RE: online plan stamper, Conrad Harrison
- Re: online plan stamper, Benjamin Maxwell
- Re: online plan stamper, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- re: online plan stamper, Andrew Kester, PE
- RE: online plan stamper, Stuart, Matthew
- Re: How to Choose ASCE Rail Size, Gary L. Hodgson and Assoc.
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Scott Maxwell
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Gary L. Hodgson and Assoc.
- RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers,
Harold Sprague
- RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Stuart, Matthew
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers,
Adam Vakiener
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers,
Daryl Richardson
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Dave Handy
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Jordan Truesdell, PE
- Re: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers,
Daryl Richardson
- RE: Allowable Out-of-Plane Lateral Deflections of Masonry Veneers, Stuart, Matthew
- Re: Lumber Moment Frame Connection, S. Gordin
- RE: Lumber Moment Frame Connection, Conrad Harrison
- Re: Lumber Moment Frame Connection,
Robert Kazanjy
- Re: Lumber Moment Frame Connection,
Scott Maxwell
- Re: Lumber Moment Frame Connection, Benjamin Maxwell
- RE: Lumber Moment Frame Connection, Dennis Wish
- Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
- Re: Lumber Moment Frame Connection, Benjamin Maxwell
- Re: Lumber Moment Frame Connection, Robert Kazanjy
- Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
- Re: Lumber Moment Frame Connection, Benjamin Maxwell
- Re: Lumber Moment Frame Connection, Scott Maxwell
- Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
- wind tunnel, S. Gordin
- RE: wind tunnel, Harold Sprague
- Re: wind tunnel, S. Gordin
- Re: wind tunnel, Robert Kazanjy
- Re: Lumber Moment Frame Connection, Lloyd Pack
- Re: Lumber Moment Frame Connection, Robert Kazanjy
- Re: Lumber Moment Frame Connection, Jordan Truesdell, PE
- Re: Lumber Moment Frame Connection, SIMON BATCHELOR
- Re: Lumber Moment Frame Connection,
Scott Maxwell
- RE: Lumber Moment Frame Connection,
Henry Gallart
- Re: Lumber Moment Frame Connection,
Gerard Madden, SE
- RE: Lumber Moment Frame Connection, Bill Allen
- Re: Lumber Moment Frame Connection,
Gerard Madden, SE
- <Possible follow-ups>
- Re: Lumber Moment Frame Connection, Jnapd
- RE: Lumber Moment Frame Connection, TBerair
- RE: Lumber Moment Frame Connection, Tom . Hunt
- RE: Lumber Moment Frame Connection, Rand W Holtham
- <Possible follow-ups>
- RE: AISC 341 reference guides??,
Michelle Motchos
- RE: AISC 341 reference guides??, jerold taylor
- RE: AISC 341 reference guides??, Harold Sprague
- RE: AISC 341 reference guides??, Garner, Robert
- Re: SPECIFICATIONS: "Process Industry Practices", Tom . Hunt
- Re: SPECIFICATIONS: "Process Industry Practices", Neil Moore
- RE: Tapped holes,
Garner, Robert
- RE: Tapped holes,
Marlou B. Rodriguez, S.E.
- RE: Tapped holes, Garner, Robert
- RE: Tapped holes,
Marlou B. Rodriguez, S.E.
- RE: Tapped holes,
Garner, Robert
- Re: Tapped holes, Robert Kazanjy
- <Possible follow-ups>
- RE: Tapped holes,
Paul Feather
- RE: Tapped holes, Marlou B. Rodriguez, S.E.
- RE: Tapped holes, Garner, Robert
- Re: Slab Transition Detail,
Robert Kazanjy
- RE: Slab Transition Detail, Rich Lewis
- RE: Slab Transition Detail, Donald Bruckman
- <Possible follow-ups>
- RE: Slab Transition Detail,
Harold Sprague
- Re: Slab Transition Detail, Robert Kazanjy
- RE: Slab Transition Detail, Harold Sprague
- RE: List Test Message, Randall Moore PE SE
- Re: List Test Message, Thor Tandy
- <Possible follow-ups>
- RE: List Test Message, Garner, Robert
- Re: List Test Message, sscholl2(--nospam--at)juno.com
- RE: Surface Hardener Application, William.Sherman
- <Possible follow-ups>
- RE: Surface Hardener Application, Harold Sprague
- Re: Drop-In Anchors in a Ceiling, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- RE: Shear Wall: GWB on Metal Studs, Jeff Hedman
- RE: Shear Wall: GWB on Metal Studs, Jason Christensen
- RE: Shear Wall: GWB on Metal Studs, Jeff Hedman
- RE: Shear Wall: GWB on Metal Studs,
sutej
- Re: Shear Wall: GWB on Metal Studs, hossein mardanlo
- Re: cold applied galv., Tom . Hunt
- Re: cold applied galv., Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- RE: cold applied galv.,
Garner, Robert
- RE: cold applied galv.,
Michael Laplante
- Re: cold applied galv., Robert Kazanjy
- RE: cold applied galv.,
Michael Laplante
- Re: cold applied galv., Jim Getaz
- Re: Low, Moderate/Intermediate, or High Seismic Risk,
dave brown
- Re: Low, Moderate/Intermediate, or High Seismic Risk,
Scott Maxwell
- RE: Low, Moderate/Intermediate, or High Seismic Risk, William.Sherman
- Re: Low, Moderate/Intermediate, or High Seismic Risk,
Scott Maxwell
- <Possible follow-ups>
- shear wall program,
Robert Jonkman
- RE: shear wall program,
Will Blanchard
- RE: shear wall program, Robert Jonkman
- Invitation to ETABS2000 discussion group, hossein mardanlo
- Re: shear wall program, Jordan Truesdell, PE
- RE: shear wall program, Robert Jonkman
- RE: shear wall program,
Will Blanchard
- RE: shear wall program,
Casey K. Hemmatyar
- RE: shear wall program, Robert Jonkman
- RE: shear wall program,
Casey K. Hemmatyar
- RE: shear wall program, Rich Lewis
- Re: shear wall program,
Alexander (Sasha) Itsekson
- Re: shear wall program, chuck utzman
- RE: shear wall program, Jason Christensen
- Re: shear wall program, TBerair
- FW: shear wall program, Robert Jonkman
- RE: shear wall program, Casey K. Hemmatyar
- Re: shear wall program, ASLCSE
- <Possible follow-ups>
- RE: Brace connection at mid-point,
Harold Sprague
- RE: Brace connection at mid-point,
William.Sherman
- Re: Brace connection at mid-point, mlcse
- RE: Brace connection at mid-point, Harold Sprague
- RE: Brace connection at mid-point, William.Sherman
- RE: Brace connection at mid-point, Harold Sprague
- RE: Brace connection at mid-point,
William.Sherman
- RE: SLAB ON GROUND CONTROL JOINT, Collier, Randy
- Re: SLAB ON GROUND CONTROL JOINT, S. Gordin
- Re: SLAB ON GROUND CONTROL JOINT,
Paul Blomberg
- RE: SLAB ON GROUND CONTROL JOINT,
Rich Lewis
- Re: SLAB ON GROUND CONTROL JOINT, Paul Blomberg
- RE: SLAB ON GROUND CONTROL JOINT, Richard L. Hess
- Re: SLAB ON GROUND CONTROL JOINT, Ganesh Thiagarajan
- RE: SLAB ON GROUND CONTROL JOINT,
Rich Lewis
- RE: Steel floor plate,
Scott, William N
- RE: Steel floor plate,
William.Sherman
- Re: Steel floor plate, Christopher Wright
- Re: Steel floor plate, Jordan Truesdell, PE
- Re: Steel floor plate, Christopher Wright
- RE: Steel floor plate, Scott, William N
- RE: Steel floor plate, William.Sherman
- Re: Steel floor plate, Christopher Wright
- RE: Steel floor plate, William.Sherman
- RE: Steel floor plate, Scott, William N
- RE: Steel floor plate,
William.Sherman
- RE: wood trusses above pool and spa, David Topete
- RE: wood trusses above pool and spa, Garner, Robert
- Re: wood trusses above pool and spa, Ramesh Savaliya
- <Possible follow-ups>
- FW: wood trusses above pool and spa, Christopher Banbury
- re: wood trusses above pool and spa, Christopher Banbury
- Re: wood trusses above pool and spa, Jnapd
- RE: Masonry coating recommendations for car washes?, Donald Bruckman
- <Possible follow-ups>
- RE: Wood trusses over pool,
Christopher Banbury
- Re: Wood trusses over pool, Robert Kazanjy
- <Possible follow-ups>
- Online Engineering,
Ramesh Savaliya
- RE: Online Engineering, Stuart, Matthew
- Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, Neil Moore
- Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, Scott Maxwell
- <Possible follow-ups>
- Re: Concrete Veneer Sandwich Panel: Racking Shear Testing Protocol, sscholl2(--nospam--at)juno.com
- Re: Punching Shear Reinforcing Cutoff Distance,
Kevin Below
- Message not available
- Re: Punching Shear Reinforcing Cutoff Distance, Gil Brock
- Re: Punching Shear Reinforcing Cutoff Distance, Kevin Below
- Message not available
- Re: Re: Punching Shear Reinforcing Cutoff Distance, Gil Brock
- Re: Re: Punching Shear Reinforcing Cutoff Distance, Kevin Below
- Message not available
- Re: Lead-lined plywood, Robert Kazanjy
- RE: Simplified base shear formula in 97 UBC, Gautam Manandhar
- <Possible follow-ups>
- Simplified base shear formula in 97 UBC, TBerair
- <Possible follow-ups>
- Re: Def.: Snug-Fit,
ECVAl3
- RE: Def.: Snug-Fit,
Tom Skaggs
- RE: Def.: Snug-Fit, Doug Mayer
- RE: Def.: Snug-Fit, Michel Blangy
- Circular Plate with Hole at Center, arshad vali
- Re: Circular Plate with Hole at Center, Nancy Tennebaum
- RE: Def.: Snug-Fit, Harold Sprague
- Re: Def.: Snug-Fit, Christopher Wright
- RE: Def.: Snug-Fit,
Tom Skaggs
- Re: Def.: Snug-Fit,
ECVAl3
- RE: Def.: Snug-Fit, Michel Blangy
- RE: Def.: Snug-Fit, Scott, William N
- <Possible follow-ups>
- RE: ICC ES Memo Information From Simpson Strongtie, Cortese Joseph
- RE: (no subject), Conrad Harrison
- Re: 14' Tall concrete Wall, Gerard Madden, SE
- <Possible follow-ups>
- Re: 14' Tall concrete Wall,
Adjebli
- Re: 14' Tall concrete Wall, Gerard Madden, SE
- RE: 14' Tall concrete Wall, Chance, Acie
- Re: 14' Tall concrete Wall, bcainse
- Re: 14' Tall concrete Wall,
Adjebli
- Re: 14' Tall concrete Wall,
bcainse
- Re: 14' Tall concrete Wall, chuck utzman
- Re: 14' Tall concrete Wall,
bcainse
- RE: 14' Tall concrete Wall, Casey K. Hemmatyar
- <Possible follow-ups>
- 20 year wood study question,
AWC Info
- RE: 20 year wood study question,
Dennis Wish
- RE: 20 year wood study question, Scott Maxwell
- Neat Excel Equation Writer,
Neil Moore
- Re: Neat Excel Equation Writer, Joseph Harouni
- RE: Neat Excel Equation Writer, Dennis Wish
- RE: 20 year wood study question,
Dennis Wish
- RE: 20 year wood study question, AWC Info
- Re: Thermal analysis, Daryl Richardson
- Re: 3 inch N deck as shearwalls,
Gerard Madden, SE
- RE: 3 inch N deck as shearwalls, Jim Chatterley PE
- RE: Bracing in a Freezer Building,
Conrad Harrison
- RE: Bracing in a Freezer Building, Stuart, Matthew
- RE: Bracing in a Freezer Building, Rich Lewis
- RE: Bracing in a Freezer Building, Stuart, Matthew
- Re: Bracing in a Freezer Building, Brian K. Smith
- Re: Bracing in a Freezer Building,
Daryl Richardson
- Re: Bracing in a Freezer Building, bcainse
- RE: Bracing in a Freezer Building,
Bruce Pooley
- RE: Bracing in a Freezer Building, Stuart, Matthew
- <Possible follow-ups>
- Re: New Torsion Design Method (PCI Journal), ASLCSE
- Re: New Torsion Design Method (PCI Journal), Xavier V. A.
- RE: Crack next to wall control joint, Stuart, Matthew
- <Possible follow-ups>
- RE: Crack next to wall control joint, Christopher Banbury
- RE: Crack next to wall control joint, sscholl2(--nospam--at)juno.com
- RE: Crack next to wall control joint, Harold Sprague
- RE: ASCE 7-05 rho,
David Topete
- RE: ASCE 7-05 rho, Ehrlich, Gary
- <Possible follow-ups>
- RE: ASCE 7-05 rho, Reza Dashti Asl
- Re: March 31st renewal dates for licenses in California - Delays, Jordan Truesdell, PE
- RE: March 31st renewal dates for licenses in California - Delays, Michel Blangy
- <Possible follow-ups>
- RE: March 31st renewal dates for licenses in California - Delays, sscholl2(--nospam--at)juno.com
- RE: Parking Garages - Cost per Space,
Mike Zaitz
- RE: Parking Garages - Cost per Space, Stuart, Matthew
- <Possible follow-ups>
- Re: Parking Garages - Cost per Space, Derek Beaudoin
- RE: Analysis of Beam in xls format,
Conrad Harrison
- RE: Analysis of Beam in xls format, Robert Jonkman
- <Possible follow-ups>
- RE: Analysis of Beam in xls format,
Parag Bande
- RE: Analysis of Beam in xls format, Conrad Harrison
- Re: AISC Single Plate Connection load tables,
dave brown
- RE: AISC Single Plate Connection load tables, Michelle Motchos
- <Possible follow-ups>
- Re: AISC Single Plate Connection load tables, Jeff Hedman
- Re: AISC Single Plate Connection load tables, Mark Johnson
- Re: AISC Single Plate Connection load tables, Jeff Hedman
- Re: wet signature in CALIF,
Derek Westphal
- RE: wet signature in CALIF,
David Topete
- RE: wet signature in CALIF, David Topete
- Re: wet signature in CALIF, bcainse
- RE: wet signature in CALIF,
David Topete
- RE: wet signature in CALIF, Dennis Wish
- RE: wet signature in CALIF, Bill Allen
- Re: wet signature in CALIF, bcainse
- RE: permanent pen,
Tom Skaggs
- RE: permanent pen, William.Sherman
- RE: permanent pen,
David Topete
- Re: permanent pen, Gerard Madden, SE
- RE: Plan Review Comments IRC versus IBC, Ehrlich, Gary
- RE: Follow-up on License Renewal in California, David Topete
- RE: Follow-up on License Renewal in California, Richard L. Hess
- <Possible follow-ups>
- Re: Follow-up on License Renewal in California, Jnapd
- Re: AISC Single Plate Connection load tables, dave brown
- Re:, Nancy Tennebaum
- RE: welding to existing steel structures, Jason Emoto
- Re: stacked joist members, Drew Morris
- Re: stacked joist members,
Robert Kazanjy
- Re: stacked joist members, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: stacked joist members, Gary Loomis
- stacked joist members, IRV FRUCHTMAN
- Re: Wind Load Questions for AAWA,
Gary L. Hodgson and Assoc.
- Re: Wind Load Questions for AAWA,
Scott Maxwell
- Re: Wind Load Questions for AAWA, Neil Moore
- Re: Wind Load Questions for AAWA, Gary L. Hodgson and Assoc.
- Re: Wind Load Questions for AAWA, Gerard Madden, SE
- Message not available
- RE: Wind Load Questions for AAWA, Christopher Banbury
- Re: Wind Load Questions for AAWA,
Scott Maxwell
- RE: Wind Load Questions for AAWA,
Christopher Banbury
- RE: Wind Load Questions for AAWA, Scott Maxwell
- Re: Metal siding and roofing as a diaphragm,
TBerair
- RE: Metal siding and roofing as a diaphragm,
Eric Ober
- RE: Metal siding and roofing as a diaphragm, Jim Wilson
- RE: Metal siding and roofing as a diaphragm,
Eric Ober
- <Possible follow-ups>
- Re: Metal siding and roofing as a diaphragm, sscholl2(--nospam--at)juno.com
- Metal siding and roofing as a diaphragm, Jared Keyser
- Re: stacked floor joists, bcainse
- Re: stacked floor joists, Drew Morris
- Re: stacked floor joists, Scott Maxwell
- <Possible follow-ups>
- Stacked Floor Joists,
Jim Lutz
- Re: Stacked Floor Joists,
Jordan Truesdell, PE
- Re: Stacked Floor Joists, Daryl Richardson
- Re: Stacked Floor Joists, Jordan Truesdell, PE
- Re: Stacked Floor Joists, Robert Kazanjy
- Re: Stacked Floor Joists, Jordan Truesdell, PE
- Re: Stacked Floor Joists,
Jordan Truesdell, PE
- Re: seaint archives, Robert Kazanjy
- Re: seaint archives, Scott Maxwell
- Re: seaint archives,
Rudra Nevatia
- RE: seaint archives, Michel Blangy
- Message not available
- RE: seaint archives, Christopher Banbury
- Re: quality of works, Daryl Richardson
- Re: quality of works,
Christopher Wright
- Re: quality of works,
Daryl Richardson
- Re: quality of works, Christopher Wright
- Re: quality of works, Radoslav Petrov
- Re: quality of works, Christopher Wright
- Re: quality of works,
Daryl Richardson
- <Possible follow-ups>
- Re: quality of works, Mark Gilligan
- Re: Sharing Neils tip on Neat Excel Equation Writer,
Christopher Wright
- Re: Sharing Neils tip on Neat Excel Equation Writer,
Scott Maxwell
- Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
- RE: Sharing Neils tip on Neat Excel Equation Writer,
Conrad Harrison
- Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
- Re: Sharing Neils tip on Neat Excel Equation Writer,
Scott Maxwell
- <Possible follow-ups>
- Re: Sharing Neils tip on Neat Excel Equation Writer, G Vishwanath
- Re:Sharing Neils tip on Neat Excel Equation Writer,
G Vishwanath
- Re: Sharing Neils tip on Neat Excel Equation Writer, Christopher Wright
- Re: Sharing Neils tip on Neat Excel Equation Writer, MICHAEL LeCOMTE
- Re: Engineering Firm-Project Management, Drew Morris
- RE: Engineering Firm-Project Management, Harold Sprague
- RE: Engineering Firm-Project Management, Speck, Todd M
- <Possible follow-ups>
- RE: Engineering Firm-Project Management, Jesus Gomez
- <Possible follow-ups>
- SEAINT 2.0 (was seaint archives),
Rudra Nevatia
- RE: SEAINT 2.0 (was seaint archives), Conrad Harrison
- RE: Cabinet plywood for strucutral use?, Tom Skaggs
- Re: Ice Melt Mat, Kevin Below
- Re: Ice Melt Mat, Robert Kazanjy
- <Possible follow-ups>
- RE: Ice Melt Mat, Paul Feather
- <Possible follow-ups>
- Bradford Burton is out of the office., Bradford_Burton
- Bradford Burton is out of the office., Bradford_Burton
- Re: cantilever T-beam, dave brown
- RE: cantilever T-beam, Mark E. Deardorff
- Re: cantilever T-beam,
Gary L. Hodgson and Assoc.
- Re: cantilever T-beam,
Kevin Below
- Re: cantilever T-beam, Gary L. Hodgson and Assoc.
- Re: cantilever T-beam,
Kevin Below
- <Possible follow-ups>
- RE: cantilever T-beam,
Jason Atwood
- RE: cantilever T-beam,
Mark E. Deardorff
- RE: cantilever T-beam, Gil Brock
- RE: cantilever T-beam,
Mark E. Deardorff
- Re: Cantilever t-beam, Jason Atwood
- RE: Looking for Concrete Column Design Software, David Fisher
- Re: Looking for Concrete Column Design Software, Ganesh Thiagarajan
- <Possible follow-ups>
- RE: Looking for Concrete Column Design Software, Rudra Nevatia
- Re: OCBF & SCBF warnings.., Gerard Madden, SE
- Re: Suppressed Blueprints of Destroyed World Trade Center Tower, Gerard Madden, SE
- RE: Finally a Little Recognition !!,
David Topete
- RE: Finally a Little Recognition !!, Doug Mayer
- RE: Finally a Little Recognition !!,
Jason Emoto
- RE: Finally a Little Recognition !!,
Scott Maxwell
- Re: Finally a Little Recognition !!, Jordan Truesdell, PE
- RE: Finally a Little Recognition !!, David Topete
- RE: Finally a Little Recognition !!,
Scott Maxwell
- Message not available
- Re: Finally a Little Recognition !!, Neil Moore
- RE: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones,
David Topete
- Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones,
Thor Tandy
- RE: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, David Topete
- Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Thor Tandy
- Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones, Gary L. Hodgson and Assoc.
- Re: ListServer Anomaly: Stacks/Queues:LIFO/FIFO and Timezones,
Thor Tandy
- RE: Geotech reports,
David Fisher
- RE: Geotech reports,
Greene, Al [PTS]
- RE: Geotech reports, Tom . Hunt
- RE: Geotech reports,
Greene, Al [PTS]
- Re: Geotech reports,
Tom . Hunt
- Re: Geotech reports,
bpce
- RE: Geotech reports, William.Sherman
- Re: Geotech reports,
bpce
- Re: Geotech reports, Daryl Richardson
- Re: Geotech reports, Drew Morris
- Re: Geotech reports, bcainse
- <Possible follow-ups>
- RE: Geotech reports, Garner, Robert
- Re: Geotech reports, sscholl2(--nospam--at)juno.com
- Re: Geotech reports,
Mark Gilligan
- Re: Geotech reports,
Gerard Madden, SE
- RE: Geotech reports, Greene, Al [PTS]
- Re: Geotech reports, Gerard Madden, SE
- Re: Geotech reports, Stan Caldwell
- RE: Geotech reports, David Topete
- Re: Geotech reports, Gerard Madden, SE
- Re: Geotech reports, Gerard Madden, SE
- OT: gas price (was Geotech reports), Gunnar H. Isleifsson
- Re: OT: gas price (was Geotech reports), SIMON BATCHELOR
- RE: OT: gas price (was Geotech reports), Gunnar H. Isleifsson
- Re: OT: gas price (was Geotech reports), Jordan Truesdell, PE
- Re: Geotech reports,
Gerard Madden, SE
- Re: Geotech reports, Mark Gilligan
Mail converted by MHonArc