SEAINT Mail Archive 2009 (Apr-Jun)
Civil and Structural Engineering discussions by date
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Thread] [Subject] [Author]
Custom Search
Messages: 1066
- RE: Minimum Reinforcing in CMU, Joseph R. Grill
- Re: CHINESE STEEL, Gary L. Hodgson and Assoc.
- Non Engineering question, ken ng
- RE: Non Engineering question, David Fisher
- RE: CHINESE STEEL, Teo, KP
- Re: CHINESE STEEL, Drew Morris
- Re: CHINESE STEEL, Rhkratzse
- Re: CHINESE STEEL, Gerard Madden, SE
- Re: CHINESE STEEL, Rhkratzse
- RE: CHINESE STEEL, David Fisher
- Re: CHINESE STEEL, Gerard Madden, SE
- Re: CHINESE STEEL, Rhkratzse
- Sizing Cable Restraints, Joe Goldbronn
- Sprinkler System Seismic Bracing, FSRahbar
- Re: CHINESE STEEL, Gerard Madden, SE
- Re: CHINESE STEEL, Gerard Madden, SE
- Nonstructural Components - how far to carry Fp?, Gould, Diane
- Re: Nonstructural Components - how far to carry Fp?, David Topete
- looking up seismic accelerations, Rich Kipke
- Chinese Steel, Jim Lutz
- RE: looking up seismic accelerations, Doug Mayer
- RE: looking up seismic accelerations, Thor Tandy
- Re: looking up seismic accelerations, StructuralReview
- RE: looking up seismic accelerations, arturo martinez
- re: looking up seismic accelerations, Casey K. Hemmatyar
- Re: looking up seismic accelerations, Rich Kipke
- Re: looking up seismic accelerations, Rich Kipke
- Re: looking up seismic accelerations, IRV FRUCHTMAN
- Re: looking up seismic accelerations - Wind and Snow Websites, Jeremy White
- 2009 Structural Engineering Review Seminars in Los Angeles and San Francisco, BYA Publications
- steel moment connections, Andrew Kester
- Re: looking up seismic accelerations, Padmanabhan Rajendran
- RE: looking up seismic accelerations, xmy978
- RE: looking up seismic accelerations, xmy978
- RE: looking up seismic accelerations, xmy978
- Arena Guardrail Deflections, Thor Tandy
- RE: Arena Guardrail Deflections, Thor Tandy
- RE: Arena Guardrail Deflections, Alex Nacionales
- RE: Arena Guardrail Deflections, Thor Tandy
- RE: Arena Guardrail Deflections, Garner, Robert
- Re: Arena Guardrail Deflections, Drew Morris
- RE: Arena Guardrail Deflections, Thor Tandy
- Re: Arena Guardrail Deflections, Rhkratzse
- RE: Arena Guardrail Deflections, Thor Tandy
- Off Topic - Good news from Vish, G Vishwanath
- re: guardrails, Andrew Kester
- RE: guardrails, Thor Tandy
- RE: guardrails, Richard Calvert
- Italy quake: L'Aquila's new public hospital was hailed as a state-of-the-art, earthquake-proof building when it opened in 2000...., Acharya, Suresh
- Re: Italy quake: L'Aquila's new public hospital was hailed as a state-of-the-art, earthquake-proof building when it opened in 2000...., Rhkratzse
- RE: guardrails, Tom . Hunt
- RE: guardrails, Thor Tandy
- Cassion Steel Casing check, Dilip Patel
- RE: Italy quake: L'Aquila's new public hospital was hailed as a state-of-the-art, earthquake-proof building when it opened in 2000...., Thor Tandy
- RE: Cassion Steel Casing check, Garner, Robert
- Re: Off Topic - Good news from Vish, raymond shreenan
- RE: Off Topic - Good news from Vish, Bill Cain
- RE: Off Topic - Good news from Vish, David Fisher
- Re: Cassion Steel Casing check, Daryl Richardson
- RE: guardrails, IRV FRUCHTMAN
- OT? "Lie To Me", Rhkratzse
- "It's not in our culture", Rhkratzse
- Re: guardrails, Gerard Madden, SE
- Re: OT? "Lie To Me", David Topete
- RE: guardrails, Thor Tandy
- Tubular Steel Bridge Review, Ashraf Manjappara
- RE: "It's not in our culture", Scott, William N
- RE: "It's not in our culture", Thor Tandy
- Re: "It's not in our culture", David Topete
- Re: "It's not in our culture", Drew Morris
- Re: Tubular Steel Bridge Review, SGE Structural
- Structural Engineering Position in Hawaii, Daniel Popp
- Re: Tubular Steel Bridge Review, SGE Structural
- Re: Tubular Steel Bridge Review, Tom . Hunt
- Re: Tubular Steel Bridge Review, Daryl Richardson
- RE: Tubular Steel Bridge Review, Garner, Robert
- Re: "It's not in our culture", Rhkratzse
- Re: Italy quake: L'Aquila's new public hospital, Paul Ransom
- Re: Italy quake: L'Aquila's new public hospital, Gerard Madden, SE
- Wind Load on Carport, Jerry Coombs
- Re: Wind Load on Carport, Drew Morris
- Re: Italy quake: L'Aquila's new public hospital, SGE Structural
- Re: Wind Load on Carport, Alter Dieter
- Re: Wind Load on Carport, Drew Morris
- RE: Wind Load on Carport, Jeff Smith
- Re: Italy quake: L'Aquila's new public hospital, Gerard Madden, SE
- RE: Wind Load on Carport, Jerry Coombs
- Re: Wind Load on Carport, Jordan Truesdell, PE
- RE: "It's not in our culture", Scott, William N
- Re: "It's not in our culture", David Topete
- RE: Wind Load on Carport, Teo, KP
- RE: "It's not in our culture", Scott, William N
- Re: Tubular Steel Bridge Review, Ashraf Manjappara
- Re: Tubular Steel Bridge Review, Ashraf Manjappara
- Re: Tubular Steel Bridge Review, Ashraf Manjappara
- Re: Tubular Steel Bridge Review, Ashraf Manjappara
- Re: Tubular Steel Bridge Review, Ashraf Manjappara
- Re: "It's not in our culture", SGE Structural
- Re: "It's not in our culture", sscholl2(--nospam--at)juno.com
- Re: Tubular Steel Bridge Review, Christopher Wright
- Re: Wind Load on Carport, Drew Morris
- Retaining wall footing resultant CBC, Jeff Smith
- Re: "It's not in our culture", Drew Morris
- RE: Retaining wall footing resultant CBC, Hugh Brooks
- Re: Retaining wall footing resultant CBC, Gerard Madden, SE
- Re: Retaining wall footing resultant CBC, SGE Structural
- RE: Retaining wall footing resultant CBC, Jeff Smith
- RE: Retaining wall footing resultant CBC, Jeff Smith
- Re: Retaining wall footing resultant CBC, Jnapd
- Beam-column joint details, William.Sherman
- RE: Retaining wall footing resultant, William.Sherman
- RE: Retaining wall footing resultant CBC, Jeff Smith
- Re: Retaining wall footing resultant CBC, Jnapd
- Cassion Steel Casing check, Dilip Patel
- RE: Cassion Steel Casing check, Garner, Robert
- RE: Cassion Steel Casing check, Garner, Robert
- RE: Cassion Steel Casing check, William.Sherman
- RE: Cassion Steel Casing check, Garner, Robert
- RE: Retaining wall footing resultant CBC, Hugh Brooks
- Re: Retaining wall footing resultant CBC, SGE Structural
- Hollow Core Topping and Conduit, William Haynes
- Welding Procedure, ASLCSE
- RE: Hollow Core Topping and Conduit, Harold Sprague
- RE: Welding Procedure, Harold Sprague
- Re: Italy quake: L'Aquila's new public hospital, Paul Ransom
- Retaining wall footing resultant CBC, Michael Hemstad
- Re: Hollow Core Topping and Conduit, Paul Blomberg
- Re: Hollow Core Topping and Conduit, William Haynes
- Re: Retaining wall footing resultant CBC, Rhkratzse
- Re: Italy quake: L'Aquila's new public hospital, David Topete
- Re: Italy quake: L'Aquila's new public hospital, Gerard Madden, SE
- RE: Retaining wall footing resultant CBC, Garner, Robert
- [no subject], Dilip Patel
- RE: Retaining wall footing resultant CBC, Michel Blangy
- RE:, Michel Blangy
- Re:, Dilip Patel
- RE:, Michel Blangy
- RE: Retaining wall footing resultant CBC, William.Sherman
- Re: Retaining wall footing resultant CBC, Daryl Richardson
- RE: Retaining wall footing resultant CBC, William.Sherman
- RE: Beam-column joint details, William.Sherman
- RE: Beam-column joint details, Tarek Mokhtar
- RE: Retaining wall footing resultant CBC, Gautam Manandhar
- Re: Hollow Core Topping and Conduit, Rick Stone
- Re: Hollow Core Topping and Conduit, Will
- SE Internship Program, edmondo san jose
- Re: SE Internship Program, Jim Getaz
- Tilt-up elevator shaft walls, Brian
- FREE STRUCTURAL DESIGN SOFTWARE, Matthew Newton
- Re: UTAH SE, SGE Structural
- Was the "Egineer of Record" defined in 2007 California Building Code?, Szuchuan Chang
- Re: Was the "Egineer of Record" defined in 2007 California Building Code?, Szuchuan Chang
- Plywood Shear wall, Tim Rudolph
- re: tilt elevator panels, Andrew Kester
- plywood, David Topete
- Re: plywood, Paul Guthrie
- Re: Plywood Shear wall, Drew Morris
- RE: Was the "Egineer of Record" defined in 2007 California Building Code?, Harold Sprague
- RE: Plywood Shear wall, Tom Skaggs
- Re: Plywood Shear wall, Chuck Utzman
- RE: Plywood Shear wall, Tom Skaggs
- RE: Plywood Shear wall, Tom Skaggs
- Re: Plywood Shear wall, Chuck Utzman
- Public Works Project & Building Code, xmy978
- RE: Plywood Shear wall, Paul Guthrie
- RE Plywood Shear wall, Tim Rudolph
- Pop-up ad on Subscription page, Jerry Coombs
- RE: Pop-up ad on Subscription page, Jason Emoto
- RE: RE Plywood Shear wall, Bill Allen
- ACI 318 Appendix D, Bill Allen
- Bobcat S220 on existing 4" slab-on-grade, Haan, Scott M POA
- RISA-3D Steel WF Torsion, bill
- RE: ACI 318 Appendix D, Garner, Robert
- RE: RISA-3D Steel WF Torsion, Garner, Robert
- Re: ACI 318 Appendix D, SGE Structural
- RE: ACI 318 Appendix D, Paul Feather
- RE: ACI 318 Appendix D, Bill Allen
- Re: ACI 318 Appendix D, SGE Structural
- RE: ACI 318 Appendix D, Freeman Tang
- Re: ACI 318 Appendix D, SGE Structural
- RE: FREE STRUCTURAL DESIGN SOFTWARE, bill
- RE: ACI 318 Appendix D, Haan, Scott M POA
- RE: ACI 318 Appendix D, Haan, Scott M POA
- RE: ACI 318 Appendix D, bill
- RE: ACI 318 Appendix D, Bill Allen
- RE: ACI 318 Appendix D, Garner, Robert
- Re: Bobcat S220 on existing 4" slab-on-grade, Paul Blomberg
- RE: Bobcat S220 on existing 4" slab-on-grade, Paul Feather
- RE: ACI 318 Appendix D, Gordon Goodell
- RE: ACI 318 Appendix D, Freeman Tang
- Re: ACI 318 Appendix D, Gerard Madden, SE
- RE: ACI 318 Appendix D, Freeman Tang
- RE: ACI 318 Appendix D, Freeman Tang
- Re: ACI 318 Appendix D, bill
- RE: ACI 318 Appendix D, erik_g
- Re: ACI 318 Appendix D, SGE Structural
- RE: ACI 318 Appendix D, Freeman Tang
- RE: Bobcat S220 on existing 4" slab-on-grade, Haan, Scott M POA
- Re: ACI 318 Appendix D, Gerard Madden, SE
- Re: ACI 318 Appendix D, Drew Morris
- RE: RISA-3D Steel WF Torsion, Scott Maxwell
- RE: ACI 318 Appendix D, Freeman Tang
- Re: ACI 318 Appendix D, coengineer
- re: tilt elevator panels, Brian
- RE: tilt elevator panels, Stuart, Matthew
- RE: tilt elevator panels, Brian
- Re: ACI 318 Appendix D, David Topete
- Re: Was the "Egineer of Record" defined in 2007 California Building Code?, Szuchuan Chang
- ACI 318 Appendix D, Michael Hemstad
- RE: ACI 318 Appendix D, Freeman Tang
- Re: ACI 318 Appendix D, Jnapd
- RE: ACI 318 Appendix D, Freeman Tang
- talking Desktop Voice recognition Software, Dennis Wish
- Re: ACI 318 Appendix D, Jules
- Re: talking Desktop Voice recognition Software, Doug Mayer
- Re: talking Desktop Voice recognition Software, Bill Polhemus
- RE: talking Desktop Voice recognition Software, Dennis Wish
- Re: talking Desktop Voice recognition Software, Scott Maxwell
- Re: talking Desktop Voice recognition Software, Mark Johnson
- RE: tilt elevator panels, James Getaz
- RE: ACI 318 Appendix D, Larry Hauer
- Re: ACI 318 Appendix D, Jules
- RE: ACI 318 Appendix D, William.Sherman
- RE: ACI 318 Appendix D, Tarek Mokhtar
- OT: Software For Custom Maps, Bill Polhemus
- Re: OT: Software For Custom Maps, Barry Welliver
- RE: Software For Custom Maps, Daniel Coloski
- Re: ACI 318 Appendix D, jrgrill
- RE: Software For Custom Maps, Conrad Harrison
- RE: Software For Custom Maps, Richard Calvert
- RE: Software For Custom Maps, Tom . Hunt
- Dennis Wish, Michael Hemstad
- test, Joseph R. Grill
- RE: test, David Fisher
- Re: test, jrgrill
- Re: test, David Topete
- RE: test, David Fisher
- RE: ACI 318 Appendix D, Joseph R. Grill
- RE: ACI 318 Appendix D, Nick Fanger
- Dubai Wind Speed requirements, Paul Feather
- Re: Dubai Wind Speed requirements, David Topete
- Re: Dubai Wind Speed requirements, Tom . Hunt
- Safety Factor 1.5, ken ng
- Re: Dubai Wind Speed requirements, Anantha Narayan
- RE: Safety Factor 1.5, Tom Monti
- Light gage boxed header limitations, Jim Wilson
- Re: Light gage boxed header limitations, Jnapd
- ACI 318 Appendix D, Andre Sidler
- Re: Light gage boxed header limitations, Daryl Richardson
- RE: ACI 318 Appendix D, Bill Allen
- Re: ACI 318 Appendix D, Rhkratzse
- RE: ACI 318 Appendix D, Jeff Smith
- Re: ACI 318 Appendix D, Jordan Truesdell, PE
- Steel strsss increase for seismic loads, Larry Hauer
- Re: Steel strsss increase for seismic loads, Tom . Hunt
- RE: Steel strsss increase for seismic loads, David Puskas
- RE: Steel strsss increase for seismic loads, Larry Hauer
- Re: Steel strsss increase for seismic loads, Drew Morris
- RE: Steel strsss increase for seismic loads, Jeff Smith
- Re: Dubai Wind Speed requirements, mariyamma suresh
- Re: Dubai Wind Speed requirements, Rico Harzer
- Re: Light gage boxed header limitations, Jim Wilson
- Re: Dubai Wind Speed requirements, Tom . Hunt
- RE: Steel strsss increase for seismic loads, bill
- Re: Light gage boxed header limitations, Jordan Truesdell, PE
- RE: Steel strsss increase for seismic loads, Scott Maxwell
- L'Aquila Earthquake info, SGE Structural
- Earthquake, SGE Structural
- RE: RISA-3D Steel WF Torsion, Alex Nacionales
- RE: RISA-3D Steel WF Torsion, Bruce Bates
- I Need California SE References, Brian S Bossley
- RE: RISA-3D Steel WF Torsion, Josh Plummer
- RE: ACI 318 Appendix D, Joseph R. Grill
- RE: RISA-3D Steel WF Torsion, Harold Sprague
- RE: ACI 318 Appendix D, Harold Sprague
- CMU California Practice in the 1950's, Harold Sprague
- RE: CMU California Practice in the 1950's, Hugh Brooks
- RE: CMU California Practice in the 1950's, Paul Feather
- RE: CMU California Practice in the 1950's, Bill Allen
- Re: CMU California Practice in the 1950's, SGE Structural
- RE: CMU California Practice in the 1950's, Harold Sprague
- Re: CMU California Practice in the 1950's, sscholl2(--nospam--at)juno.com
- bond behaviour with Atena, Nico Laban
- 2009 Structural Engineering Review Seminars in LA and SF - Last chance to save 10% with early registration, BYA Publications
- RE: CMU California Practice in the 1950's, Garner, Robert
- 2009 Structural Engineering Review Seminars in LA and SF - Last chance to save 10% with early registration, Tom . Hunt
- RE: CMU California Practice in the 1950's, Harold Sprague
- Re: CMU California Practice in the 1950's, SGE Structural
- suspended ceiling / architectural components, Jeff Smith
- RE: CMU California Practice in the 1950's, Harold Sprague
- Push piers foundation systems, Jim Wilson
- SEISMIC: Site-Specific Response Spectrum, bill
- RE: guardrails, Rand W Holtham
- RE: SEISMIC: Site-Specific Response Spectrum, Garner, Robert
- Re: SEISMIC: Site-Specific Response Spectrum, Tom . Hunt
- RE: SEISMIC: Site-Specific Response Spectrum, bill
- Re: CMU California Practice in the 1950's, Thor Matteson
- RE: CMU California Practice in the 1950's, Stuart, Matthew
- RE: Push piers foundation systems, Harold Sprague
- RE: SEISMIC: Site-Specific Response Spectrum, Harold Sprague
- RE: Push piers foundation systems, Gordon Goodell
- Re: SEISMIC: Site-Specific Response Spectrum, Casey K. Hemmatyar
- Sleeve through footing, Bill Allen
- Re: Sleeve through footing, Drew Morris
- RE: Sleeve through footing, Bill Allen
- Re: Sleeve through footing, Chuck Utzman
- RE: Sleeve through footing, Truitt
- RE: Sleeve through footing, Bill Allen
- Re: Sleeve through footing, Drew Morris
- Re: Sleeve through footing, Christopher Wright
- Re: Sleeve through footing, Drew Morris
- Re: Sleeve through footing, Christopher Wright
- Re: Sleeve through footing, Tom . Hunt
- STEEL: Cold Regions Specification of A 992, bill
- RE: STEEL: Cold Regions Specification of A 992, Scott, William N
- RE: Sleeve through footing, Jeff Smith
- Re: STEEL: Cold Regions Specification of A 992, Tom . Hunt
- Re: Push piers foundation systems, Jim Wilson
- RE: Sleeve through footing, Bill Allen
- Re: Sleeve through footing, Jim Getaz
- Westergaard Formula for Point Loads on One-Way Slab, Jeremy White
- RE: Westergaard Formula for Point Loads on One-Way Slab, Garner, Robert
- re: pipe penetrating a ftg, Andrew Kester
- RE: Westergaard Formula for Point Loads on One-Way Slab, Martin Li
- re: garage settlement, Andrew Kester
- Re: Push piers foundation systems, Chuck Utzman
- Re: Sleeve through footing, Chuck Utzman
- Re: garage settlement, Jim Wilson
- Re: garage settlement, Daryl Richardson
- RE: Push piers foundation systems, Glenn Otto
- Palm Simple Structural Analysis Application, Maaz Siddig
- RE: Westergaard Formula for Point Loads on One-Way Slab, Harold Sprague
- Steel Z-section, Jason Christensen
- RE: Steel Z-section, Rich Lewis
- High Mast Light Pole Anchor Bolts, Rich Lewis
- RE: Steel Z-section, Garner, Robert
- Re: Steel Z-section, Mark Johnson
- Re: High Mast Light Pole Anchor Bolts, Daryl Richardson
- RE: High Mast Light Pole Anchor Bolts, Conrad Harrison
- Re: High Mast Light Pole Anchor Bolts, Jim Getaz
- RE: High Mast Light Pole Anchor Bolts, Garner, Robert
- RE: CMU California Practice in the 1950's, Harold Sprague
- Re: High Mast Light Pole Anchor Bolts, seaint04
- ASCE-7-05 Table 6-1, Micayas, Julius
- RE: High Mast Light Pole Anchor Bolts, seaint04
- 2010 - ASCE President Election, Stuart, Matthew
- Re-use of self-drilled holes, Jordan Truesdell, PE
- Re: High Mast Light Pole Anchor Bolts, Jordan Truesdell, PE
- RE: High Mast Light Pole Anchor Bolts, Harold Sprague
- Re: High Mast Light Pole Anchor Bolts, Tom . Hunt
- Masonry Code ACI 530-05 ----CMU California Practice in the 1950's, Acharya, Suresh
- RE: CMU California Practice in the 1950's, Oshin Tosounian
- Re: CMU California Practice in the 1950's, Rhkratzse
- RE: CMU California Practice in the 1950's, Gordon Goodell
- RE: High Mast Light Pole Anchor Bolts, Rich Lewis
- RE: CMU California Practice in the 1950's, Oshin Tosounian
- RE: CMU California Practice in the 1950's, Gordon Goodell
- RE: CMU California Practice in the 1950's, Garner, Robert
- Re: High Mast Light Pole Anchor Bolts, Jordan Truesdell, PE
- Versa Deck SHoring Drawings, Dilip Patel
- re: light poles, Andrew Kester, P.E.
- Re: 2010 - ASCE President Election, Stan Caldwell
- RE: 2010 - ASCE President Election, Bill Allen
- Re: light poles, Daryl Richardson
- Re: 2010 - ASCE President Election, StructuralReview
- RE: ASCE-7-05 Table 6-1, Conrad Harrison
- RE: ASCE-7-05 Table 6-1, Scott Maxwell
- Re: light poles, Jim Getaz
- Dallas Cowboys Roof Collapse, Stan Caldwell
- High Mast Light Pole Anchor Bolts, Stuart, Matthew
- RE: 2010 - ASCE President Election, Stuart, Matthew
- FW: FW: Dallas Cowboys Roof Collapse, Thor Tandy
- Prestressed Concrete, Timothy Hilton
- Re: Prestressed Concrete, FSRahbar
- RE: Prestressed Concrete, Garner, Robert
- concrete reinforcing steel, David Topete
- Re: concrete reinforcing steel, Tom . Hunt
- RE: concrete reinforcing steel, David Puskas
- RE: concrete reinforcing steel, Harold Sprague
- Re: Dallas Cowboys Roof Collapse, Gary L. Hodgson and Assoc.
- RE: Prestressed Concrete, Timothy Hilton
- Re: concrete reinforcing steel, Jim Getaz
- RE: Dallas Cowboys Roof Collapse, Richard Calvert
- Re: Dallas Cowboys Roof Collapse, Stan Caldwell
- RE: Dallas Cowboys Roof Collapse, Tom . Hunt
- RE: concrete reinforcing steel - ASTM A1035, Tom . Hunt
- Re: concrete reinforcing steel, David Topete
- RE: Dallas Cowboys Roof Collapse, Michel Blangy
- Re: Dallas Cowboys Roof Collapse, Paul Ransom
- Re: concrete reinforcing steel, Jnapd
- Re: Dallas Cowboys Roof Collapse, Jnapd
- Re: Dallas Cowboys Roof Collapse, Gerard Madden, SE
- RE: Dallas Cowboys Roof Collapse, Bill Allen
- Re: Dallas Cowboys Roof Collapse, David Topete
- ASCE-7-05 Table 6-1, Micayas, Julius
- wood design programs, PFFEI
- wood design programs-Multi-Lat, Bob Freeman
- RE: concrete reinforcing steel, Scott Maxwell
- Re: Dallas Cowboys Roof Collapse, Gary L. Hodgson and Assoc.
- Re: concrete reinforcing steel, Jim Getaz
- Re: Dallas Cowboys Roof Collapse, Stan Caldwell
- IBC 06 ASD Load Combinations, John Gares
- RE: wood design programs, Bill Allen
- RE: wood design programs, Robert Jonkman
- RE: concrete reinforcing steel, Jared Keyser
- 2010 - ASCE President Elect, Stuart, Matthew
- Re: 2010 - ASCE President Elect, Stan Caldwell
- RE: 2010 - ASCE President Elect, Stuart, Matthew
- RE: concrete reinforcing steel, Scott Maxwell
- RE: wood design programs, Scott Maxwell
- Re: Dallas Cowboys Roof Collapse, Paul Ransom
- Dr. Charles Carter, PhD, Harold Sprague
- Re: Dr. Charles Carter, PhD, Stan Caldwell
- Re: Dallas Cowboys Roof Collapse, Paul Ransom
- RE: Dr. Charles Carter, PhD, bill
- Re: Dr. Charles Carter, PhD, bill
- Subgrade Drag Equation, Mark Puccio
- RE: Subgrade Drag Equation, William.Sherman
- RE: Subgrade Drag Equation, Erickson, Aaron A.
- RE: Subgrade Drag Equation, Gil Brock
- No messages received 5/12/09, rshreenan1
- Re: No messages received 5/12/09, FSRahbar
- Re: No messages received 5/12/09, Liaquat Ally Akhand
- RE: No messages received 5/12/09, Conrad Harrison
- Probabilistic MCE, Teo, KP
- RE: Probabilistic MCE, William.Sherman
- RE: wood design programs, John J. Treff
- RE: wood design programs, Bill Allen
- RE: Dallas Cowboys Roof Collapse, Rand W Holtham
- 1979 UBC Masonry, Paul Feather
- Re: 1979 UBC Masonry, rshreenan1
- pdf file partial printing, ASLCSE
- RE: pdf file partial printing, Thor Tandy
- Re: pdf file partial printing, FSRahbar
- RE: pdf file partial printing, Thor Tandy
- Re: pdf file partial printing, FSRahbar
- Re: pdf file partial printing, Rich Kipke
- RE: pdf file partial printing, Doug Mayer
- Re: pdf file partial printing, t . w . allen
- Re: pdf file partial printing, Gerard Madden, SE
- RE: pdf file partial printing, Thor Tandy
- Re: pdf file partial printing, Doug Mayer
- re: PDFs, Andrew Kester
- RE: PDFs, Bill Allen
- Re: PDFs, Jordan Truesdell, PE
- Re: pdf file partial printing, ASLCSE
- Welding mild steel to stainless?, Rhkratzse
- Re: PDFs, Christopher Wright
- Re: PDFs, Christopher Wright
- RE: PDFs, Gordon Goodell
- RE: PDFs, Jeff Smith
- RE: Welding mild steel to stainless?, Richard Calvert
- RE: PDFs, Richard Calvert
- RE: Welding mild steel to stainless?, Tom . Hunt
- Re: PDFs, Christopher Wright
- RE: PDFs, Tom . Hunt
- AW: Welding mild steel to stainless?, Alfred Müller
- RE: PDFs, Gordon Goodell
- Re: PDFs, Chuck Utzman
- RE: PDFs, Adair, Joel
- Re: PDFs, jrgrill
- Re: PDFs, Tripp Howard
- Re: PDFs, Christopher Wright
- Re: Welding mild steel to stainless?, Christopher Wright
- Re: PDFs, Gerard Madden, SE
- Re: PDFs, Jordan Truesdell, PE
- RE: PDFs, erik_g
- Re: PDFs, Christopher Wright
- RE: Welding mild steel to stainless?, Jim Getaz
- Re: PDFs, Jordan Truesdell, PE
- Re: PDFs, Paul Ransom
- Re: PDFs, Tripp Howard
- Re: PDFs, Jordan Truesdell, PE
- RE: PDFs, Doug Mayer
- RE: PDFs, Richard Calvert
- RE: PDFs, Tom . Hunt
- AISC certification, Drew Morris
- Re: PDFs, Christopher Wright
- Re: AISC certification, Tom . Hunt
- Re: PDFs, Jordan Truesdell, PE
- RE: AISC certification, Harold Sprague
- RE: PDFs, Jeff Smith
- RE: PDFs, Doug Mayer
- Recall: PDFs, Doug Mayer
- DIY Deck Design Software (not spam), Michel Blangy
- Re: DIY Deck Design Software (not spam), Rhkratzse
- Rolling Files, Thor Tandy
- Re: Rolling Files, Rhkratzse
- Re: Rolling Files, Rick
- Re: Rolling Files, Gerard Madden, SE
- RE: Rolling Files, Harold Sprague
- RE: Rolling Files, Scott Maxwell
- RE: Rolling Files, Thor Tandy
- RE: Rolling Files, John L.Smart
- Temporary Bracing Requirements, Richard Calvert
- Foundation Repair - Large Reciprocating Compressor, Daryl Richardson
- Temporary Bracing Requirements, Tom . Hunt
- RE: Temporary Bracing Requirements, Harold Sprague
- RE: Foundation Repair - Large Reciprocating Compressor, Harold Sprague
- RE: "Done Been Laid Off Blues", Stan R. Caldwell
- Re: "Done Been Laid Off Blues", Bill Polhemus
- RE: "Done Been Laid Off Blues", David Fisher
- Re: "Done Been Laid Off Blues", Bill Polhemus
- Anybody Know About Ladders?, Bill Polhemus
- RE: Anybody Know About Ladders?, Richard Calvert
- RE: Anybody Know About Ladders?, Cummings, Thomas J.
- RE: Anybody Know About Ladders?, Kipp Martin
- Re: Anybody Know About Ladders?, Stan Caldwell
- RE: "Done Been Laid Off Blues", Garner, Robert
- Re: "Done Been Laid Off Blues", Bill Polhemus
- Re: Anybody Know About Ladders?, Bill Polhemus
- High Mast Light Pole Design, seaint04
- RE: High Mast Light Pole Design, Scott, William N
- RE: Anybody Know About Ladders?, Tom . Hunt
- Re: High Mast Light Pole Design, Stan Caldwell
- Re: High Mast Light Pole Design, Jnapd
- Re: High Mast Light Pole Design, Drew Morris
- Re: High Mast Light Pole Design, Stan Caldwell
- Re: High Mast Light Pole Design, Drew Morris
- Re: High Mast Light Pole Design, David Topete
- RE: High Mast Light Pole Design, Michel Blangy
- RE: High Mast Light Pole Design, Richard Calvert
- RE: High Mast Light Pole Design, Michel Blangy
- Ladders, Jim Lutz
- Re: High Mast Light Pole Design, Stan Caldwell
- Nailer on Masory Wall, Doug Mayer
- RE: Nailer on Masory Wall, David Puskas
- Re: Nailer on Masory Wall, ron buchko
- Re: Nailer on Masory Wall, Jnapd
- RE: Nailer on Masory Wall, Doug Mayer
- Re: High Mast Light Pole Design, David Topete
- Re: Nailer on Masory Wall, ECVAl3
- RE: Nailer on Masory Wall, Jason Christensen
- Re: Nailer on Masory Wall, Jnapd
- Concrete Bond, Paul Feather
- RE: Nailer on Masory Wall, Oshin Tosounian
- RE: Concrete Bond, Erickson, Aaron A.
- Concrete veneer, erik_g
- Re: Concrete veneer, Chuck Utzman
- Re: Concrete veneer, Rhkratzse
- RE: Concrete veneer, Bill Allen
- Two Updates: Dallas Cowboys Roof Collapse, Stan Caldwell
- Re: Two Updates: Dallas Cowboys Roof Collapse, Gouda, Moustafa
- Re: Two Updates: Dallas Cowboys Roof Collapse, Rhkratzse
- Two Updates: Dallas Cowboys Roof Collapse, Stan Caldwell
- Re: Two Updates: Dallas Cowboys Roof Collapse, Bill Polhemus
- Re: High Mast Light Pole Design, Daryl Richardson
- AUTOCAD: Extracting 2D Section from 3D Frame Model, Bill Polhemus
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Scott Maxwell
- Re: AUTOCAD: Extracting 2D Section from 3D Frame Model, Alexander Bausk
- Re: AUTOCAD: Extracting 2D Section from 3D Frame Model, Bill Polhemus
- Re: AUTOCAD: Extracting 2D Section from 3D Frame Model, Bill Polhemus
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Scott Maxwell
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Conrad Harrison
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Mark Johnson
- Re: AUTOCAD: Extracting 2D Section from 3D Frame Model, Mike Jones
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Richard Calvert
- Re: Two Updates: Dallas Cowboys Roof Collapse, David Topete
- 1995 California Building Code Table 16A-O, FSRahbar
- RE: High Mast Light Pole Design, Tom . Hunt
- RE: AUTOCAD: Extracting 2D Section from 3D Frame Model, Tom . Hunt
- Re: 1995 California Building Code Table 16A-O, Casey K. Hemmatyar
- Re: AUTOCAD: Extracting 2D Section from 3D Frame Model, Mike Jones
- RE: 1995 California Building Code Table 16A-O, Larry Hauer
- Simple Shear tab connection, G Vishwanath
- Re: Simple Shear tab connection, Mark Johnson
- Re: Simple Shear tab connection, Scott A. Dunham, PE
- Re: Simple Shear tab connection, Gerard Madden, SE
- Typo correction in mail on Single shear tab connection., G Vishwanath
- RE: Simple Shear tab connection, John L.Smart
- Pt slab, opening, erik_g
- Re: Pt slab, opening, Gerard Madden, SE
- re: shear tabs, Andrew Kester
- Non-composite floor deck, Drew Morris
- RE: Non-composite floor deck, Michelle Motchos
- Enercalc 6-2D Frame Analysis question, Nguyen, Phuong
- RE: Enercalc 6-2D Frame Analysis question, erik_g
- Enercalc 6-2D Frame Analysis question, Michael Brooks
- Pt slab, opening, Jim Getaz
- RE: Pt slab, opening, Ralph Tavares
- Re: Enercalc 6-2D Frame Analysis question, Bill Polhemus
- Re: Enercalc 6-2D Frame Analysis question, Bill Polhemus
- Re: Pt slab, opening, Liaquat Ally Akhand
- Re: Pt slab, opening, Bill Polhemus
- RE: Pt slab, opening, erik_g
- RE: Pt slab, opening, Jim Getaz
- RE: Pt slab, opening, Pawan_Gupta
- RE: FREE STRUCTURAL DESIGN SOFTWARE, Nathan Petersen
- RE: FREE STRUCTURAL DESIGN SOFTWARE, Richard Calvert
- RE: TEDDS (Was: FREE STRUCTURAL DESIGN SOFTWARE), Jeremy White
- RE: TEDDS (Was: FREE STRUCTURAL DESIGN SOFTWARE), Richard Calvert
- the use of T1-11 Siding Plywood, ken ng
- RE: the use of T1-11 Siding Plywood, erik_g
- Re: FREE STRUCTURAL DESIGN SOFTWARE, Gary L. Hodgson and Assoc.
- RE: FREE STRUCTURAL DESIGN SOFTWARE, Richard Calvert
- RE: the use of T1-11 Siding Plywood, Tom Skaggs
- Re: the use of T1-11 Siding Plywood, David Topete
- Re: the use of T1-11 Siding Plywood, Thor Matteson
- Re: the use of T1-11 Siding Plywood, Chuck Utzman
- galvanized vs electroplate, PFFEI
- SMF connection, Tarek Mokhtar
- RE: SMF connection, Acharya, Suresh
- RE: SMF connection, Tarek Mokhtar
- AISC Design Guide 1, Richard Calvert
- RE: SMF connection, Oshin Tosounian
- Re: FREE STRUCTURAL DESIGN SOFTWARE, Gary L. Hodgson and Assoc.
- RE: AISC Design Guide 1, Richard Calvert
- RE: galvanized vs electroplate, Thor Matteson
- RE: Enercalc 6-2D Frame Analysis question, Nguyen, Phuong
- Re: AISC Design Guide 1, Bill Polhemus
- RE: AISC Design Guide 1, Richard Calvert
- Base Plate Design, Richard Calvert
- test post, ronald_canete
- RE: test post, erik_g
- Engineering Award for Children's TV Program?, Jordan Truesdell, PE
- Recommendation for Special CE Exam, Padmanabhan Rajendran
- RE: galvanized vs electroplate, Ehrlich, Gary
- RE: Recommendation for Special CE Exam, Brian S Bossley
- Re: Engineering Award for Children's TV Program?, David Topete
- Re: Recommendation for Special CE Exam, DA
- RE: Recommendation for Special CE Exam, Scott Maxwell
- Willamette Strucjoist capacitiy, Drew Morris
- Willamette StrucJoist capacity, Drew Morris
- RE: Willamette StrucJoist capacity, Tom Skaggs
- Re: Willamette StrucJoist capacity, Drew Morris
- Re: Willamette StrucJoist capacity, Daryl Richardson
- [no subject], Noy Tiglao
- Srength design Wind Load Factors, lrhauer
- Re: Engineering Award for Children's TV Program?, Gerard Madden, SE
- Re: Srength design Wind Load Factors, J B
- re Journalism Awards, Rbengrguy
- Heavy Timber Construction for Residential Use, Stuart, Matthew
- Re: Heavy Timber Construction for Residential Use, Alexander Bausk
- Re: Heavy Timber Construction for Residential Use, Chuck Utzman
- Nonstructural Component Design in Seismic Design Category B, Sushil Chauhan
- Nonstructural Component Design in Seismic Design Category B, Sushil Chauhan
- RE: Recommendation for Special CE Exam, Padmanabhan Rajendran
- RE: Heavy Timber Construction for Residential Use, Stuart, Matthew
- RE: Srength design Wind Load Factors, Ehrlich, Gary
- Re: Heavy Timber Construction for Residential Use, AWC Info
- Re: Heavy Timber Construction for Residential Use, Chuck Utzman
- RE: Heavy Timber Construction for Residential Use, Bill Allen
- Structural stuff on TV, Scott Maxwell
- RE: Structural stuff on TV, Michel Blangy
- Re: Structural stuff on TV, Gerard Madden, SE
- EMT Properties, rshreenan1
- Re: EMT Properties, Mark Johnson
- Re: EMT Properties, rshreenan1
- Re: EMT Properties, Jim Getaz
- RE: EMT Properties, Garner, Robert
- FRP Retrofit, Timothy Hilton
- RE: FRP Retrofit, Kipp Martin
- Re: FRP Retrofit, Bill Polhemus
- Re: Structural stuff on TV, Bill Polhemus
- RE: FRP Retrofit, Larry Hauer
- Re: EMT Properties, rshreenan1
- Re: FRP Retrofit, sscholl2(--nospam--at)juno.com
- Re: EMT Properties, rshreenan1
- RE: FRP Retrofit, Harold Sprague
- OSHPD Requirements for Surgical Lights, lrhauer
- RE: FRP Retrofit, Nick Horeczko
- Re: EMT Properties, Bill Polhemus
- RE: Structural stuff on TV, Scott Maxwell
- Re: EMT Properties, Gerard Madden, SE
- RE: FRP Retrofit, Frank Hch
- RE: OSHPD Requirements for Surgical Lights, Fix, Keith E.
- Base Plate Design, Rand W Holtham
- RE: Structural stuff on TV, Stuart, Matthew
- ASCE Presidential Election, Stuart, Matthew
- "Standard of Practice" for wood-frame earthquake retrofit tie-downs, Thor Matteson
- Re: "Standard of Practice" for wood-frame earthquake retrofit tie-downs, Rhkratzse
- RE: OSHPD Requirements for Surgical Lights, Donny Harris
- ASCE Presidential Election, Stan Caldwell
- RE: OSHPD Requirements for Surgical Lights, Paul Ransom
- RE: OSHPD Requirements for Surgical Lights, Larry Hauer
- Residential project - New Orleans, David Fisher
- Re: Tie Downs, Ralph Kratz
- Specifications - Welding in Seismic Zone, Refugio Rochin
- Re: Specifications - Welding in Seismic Zone, Tom . Hunt
- Re: Specifications - Welding in Seismic Zone, Refugio Rochin
- Re: Specifications - Welding in Seismic Zone, Jnapd
- Re: Specifications - Welding in Seismic Zone, Mark Gilligan
- RE: OSHPD Requirements for Surgical Lights, Paul Ransom
- Re: FREE STRUCTURAL DESIGN SOFTWARE, Tom Novak
- RE: OSHPD Requirements for Surgical Lights, Larry Hauer
- Re: Specifications - Welding in Seismic Zone, Tom . Hunt
- Re: "Standard of Practice" for wood-frame earthquake retrofit tie-downs, Thor Matteson
- Re: "Standard of Practice" for wood-frame earthquake retrofit tie-downs, Ralph Kratz
- Two way Slab Moment coefficients, Shiraz Shahid
- Re: Specifications - Welding in Seismic Zone, Paul Ransom
- Re: Two way Slab Moment coefficients, Bill Polhemus
- Where is Dennis Wish?, Ralph Kratz
- Two way Slab Moment coefficients, Tom . Hunt
- Re: Specifications - Welding in Seismic Zone, Tom . Hunt
- AutoCAD Clones, Rich Kipke
- AutoCad, Bob Freeman
- RE: AutoCAD Clones, Richard Calvert
- Re: AutoCAD Clones, Alexander Bausk
- Re: AutoCAD Clones, Refugio Rochin
- Re: AutoCAD Clones, Mark Johnson
- Re: AutoCAD Clones, Gerard Madden, SE
- RE: AutoCAD Clones, Thor Tandy
- RE: AutoCAD Clones, Bill Cain
- RE: AutoCAD Clones, Scott Maxwell
- Re: Where is Dennis Wish?, Dennis Wish
- Unreinforced Adobe Brick in California? Really?, Bill Allen
- Re: Unreinforced Adobe Brick in California? Really?, Jnapd
- RE: Unreinforced Adobe Brick in California? Really?, erik_g
- RE: Unreinforced Adobe Brick in California? Really?, Harold Sprague
- RE: Unreinforced Adobe Brick in California? Really?, Richard Calvert
- RE: Unreinforced Adobe Brick in California? Really?, Tom . Hunt
- RE: Unreinforced Adobe Brick in California? Really?, Bill Allen
- Re: Unreinforced Adobe Brick in California? Really?, David Topete
- Weather Structural Steel, ken ng
- Re: Weather Structural Steel, Tom . Hunt
- Re: Unreinforced Adobe Brick in California? Really?, Jnapd
- Re: Weather Structural Steel, Bill Polhemus
- RE: Weather Structural Steel, Melnick, Scott
- Re: Weather Structural Steel, Tom . Hunt
- Re: Weather Structural Steel, Bill Polhemus
- Re: ASCE Presidential Election, Bill Polhemus
- Re: Unreinforced Adobe Brick in California? Really?, Jim Getaz
- design of radiant slabs, Donny Harris
- Re: Unreinforced Adobe Brick in California? Really?, Jnapd
- RE: design of radiant slabs, Jim Chatterley
- RE: Ladders, William.Sherman
- Foster-Wheeler, Bill Polhemus
- Ladders & Platform inside the Pylon, Nittsi
- RE: Foster-Wheeler, Kausik Dutta
- Radius of Gyration, Richard Calvert
- RE: Radius of Gyration, Thor Tandy
- Re: Radius of Gyration, Alexander Bausk
- Re: Radius of Gyration, Christopher Wright
- RE: Radius of Gyration, Bill Allen
- RE: Radius of Gyration, Bill Polhemus
- Re: EMT Properties, Szuchuan Chang
- RE: Radius of Gyration, Richard Calvert
- Re: Radius of Gyration, Christopher Wright
- RE: Radius of Gyration, Richard Calvert
- Starting a partnership, Bill Polhemus
- Re: Radius of Gyration, Christopher Wright
- Re: Radius of Gyration, Liaquat Ally Akhand
- RE: Radius of Gyration, Conrad Harrison
- RE: Radius of Gyration, Conrad Harrison
- re: radius of gyration, Andrew Kester
- RE: Foster-Wheeler, Teo, KP
- recommendations, Teo, KP
- Re: Radius of Gyration, ikond
- Concrete Shearwall Load Combination Question, Brian S Bossley
- Re: Radius of Gyration, Alexander Bausk
- RE: Foster-Wheeler, Tom . Hunt
- Re: Foster-Wheeler, Tom . Hunt
- Radius of Gyration, Tom . Hunt
- Re: recommendations, David Topete
- Re: Concrete Shearwall Load Combination Question, Gerard Madden, SE
- Re: Foster-Wheeler, Bill Polhemus
- Re: recommendations, Bill Polhemus
- Re: Foster-Wheeler, Bill Polhemus
- RE: design of radiant slabs, Donny Harris
- RE: Weather Structural Steel, Harold Sprague
- RE: design of radiant slabs, Harold Sprague
- Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Dennis Wish
- RE: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Kausik Dutta
- Re: Radius of Gyration, G Vishwanath
- Re: Radius of Gyration, Alexander Bausk
- Flexure vs. Cable Action in a solid rod., Michael Gregory
- RE: Flexure vs. Cable Action in a solid rod., Richard Calvert
- Re: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Bill Polhemus
- Re: Flexure vs. Cable Action in a solid rod., SGE Structural
- Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Tom . Hunt
- Re: Radius of Gyration, Bill Polhemus
- RE: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Tom . Hunt
- RE: Flexure vs. Cable Action in a solid rod., Tom . Hunt
- Tank uplift and repair of tank ring foundation, Lakshmana Nukala
- Re: Flexure vs. Cable Action in a solid rod., Bill Polhemus
- Re: Flexure vs. Cable Action in a solid rod., Andy Heigley
- Re: Radius of Gyration, Christopher Wright
- RE: Flexure vs. Cable Action in a solid rod., Richard Calvert
- RE: Flexure vs. Cable Action in a solid rod., Tom . Hunt
- RE: Flexure vs. Cable Action in a solid rod., Thor Tandy
- Re: Flexure vs. Cable Action in a solid rod., Bill Polhemus
- Re: Flexure vs. Cable Action in a solid rod., Christopher Wright
- RE: Flexure vs. Cable Action in a solid rod., Richard Calvert
- RE: Flexure vs. Cable Action in a solid rod., Tom . Hunt
- Re: Flexure vs. Cable Action in a solid rod., Christopher Wright
- Re: Flexure vs. Cable Action in a solid rod., Bill Polhemus
- RE: Flexure vs. Cable Action in a solid rod., Richard Calvert
- RE: Flexure vs. Cable Action in a solid rod., Garner, Robert
- Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), SGE Structural
- RE: Flexure vs. Cable Action in a solid rod., Tom . Hunt
- Re: Anchor rods set too low (again!), Drew Morris
- RE: Flexure vs. Cable Action in a solid rod., John L.Smart
- RE: Flexure vs. Cable Action in a solid rod., William.Sherman
- Hot Tub Loading, Michel Blangy
- RE: Hot Tub Loading, Thor Tandy
- RE: Anchor rods set too low (again!), Joe Goldbronn
- Re: Anchor rods set too low (again!), SGE Structural
- Re: Flexure vs. Cable Action in a solid rod., Bill Polhemus
- Re: Anchor rods set too low (again!), Bill Polhemus
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), Tarek Mokhtar
- RE: Hot Tub Loading, Jason Christensen
- Re: Anchor rods set too low (again!), Dilip Patel
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), SGE Structural
- RE: Anchor rods set too low (again!), Richard Calvert
- RE: Anchor rods set too low (again!), Tom . Hunt
- Re: Anchor rods set too low (again!), SGE Structural
- Re: Anchor rods set too low (again!), SGE Structural
- Re: Anchor rods set too low (again!), Tarek Mokhtar
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Anchor rods set too low (again!), SGE Structural
- Re: Anchor rods set too low (again!), Tarek Mokhtar
- Re: Anchor rods set too low (again!), SGE Structural
- Re: Anchor rods set too low (again!), Drew Morris
- Re: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Rhkratzse
- Re: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Rhkratzse
- RE: Anchor rods set too low (again!), Kausik Dutta
- Re: Flexure vs. Cable Action in a solid rod., Gary L. Hodgson and Assoc.
- ASCE Election, Gouda, Moustafa
- Re: ASCE Election, Bill Polhemus
- RE: ASCE Election, Richard Calvert
- RE: Anchor rods set too low (again!), Tom . Hunt
- RE: ASCE Election, Tom . Hunt
- RE: Anchor rods set too low (again!), Harold Sprague
- RE: Flexure vs. Cable Action in a solid rod., Harold Sprague
- Re: Flexure vs. Cable Action in a solid rod., Christopher Wright
- Re: ASCE Election, Gerard Madden, SE
- RE: ASCE Election, Gautam Manandhar
- Re: ASCE Election, SGE Structural
- Whimsy was: Flexure vs. Cable Action in a solid rod., Harold Sprague
- RE: ASCE Election, Gouda, Moustafa
- RE: Whimsy, Thor Tandy
- Re: Whimsy was: Flexure vs. Cable Action in a solid rod., SGE Structural
- ASCE Needs Your Vote !!, Stan Caldwell
- Re: Whimsy was: Flexure vs. Cable Action in a solid rod., Stan Caldwell
- Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, ken ng
- RE: ASCE Election, Mark Johnson
- Re: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Stan Caldwell
- RE: ASCE Election, David Fisher
- RE: ASCE Election, Peter Maregan
- Re: ASCE Needs Your Vote !!, Peter Maregan
- Re: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, SGE Structural
- Re: ASCE Needs Your Vote !!, SGE Structural
- RE: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, Richard Calvert
- RE: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, Michel Blangy
- Re: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, Drew Morris
- Re: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, ken ng
- RE: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, Bill Allen
- RE: Excel Sheet for Free Standing Frame IBC 2006 Chapter 15, Bill Cain
- Re: ASCE Needs Your Vote !!, Stan Caldwell
- Re: ASCE Needs Your Vote !!, Peter Maregan
- The Economy..., David Fisher
- RE: The Economy..., William.Sherman
- Re: The Economy..., David Topete
- RE: The Economy..., David Fisher
- RE: The Economy..., Barry H. Welliver
- RE: The Economy..., Paul Feather
- RE: The Economy..., Garner, Robert
- seaint spam, Gordon Goodell
- RE: seaint spam, Jason Christensen
- Re: seaint spam, FSRahbar
- Re: The Economy..., Stan Caldwell
- Re: The Economy..., Jnapd
- Re: ASCE Election, Bill Polhemus
- Re: seaint spam, Bill Polhemus
- Re: Flexure vs. Cable Action in a solid rod., Gary L. Hodgson and Assoc.
- Re: ASCE Election, Bill Polhemus
- Re: Found in the desert by Ralph Kratz & are we approaching a 15 year anniversary for the SEAINT List?, Ralph Kratz
- Max. temperature for concrete, Bhavin Shah
- Re: Max. temperature for concrete, Tom . Hunt
- Re: Max. temperature for concrete, Bhavin Shah
- Re: Max. temperature for concrete, Tom . Hunt
- re: Moustafa, Andrew Kester
- Re: Moustafa, Alexander Bausk
- RE: Moustafa, Bill Allen
- Re: Max. temperature for concrete, Daryl Richardson
- Re: Max. temperature for concrete, SGE Structural
- RE: seaint spam, Bill Cain
- Re: Max. temperature for concrete, Daryl Richardson
- Re: seaint spam, Bill Polhemus
- RE: seaint spam, David Fisher
- Re: seaint spam, Bill Polhemus
- Anchor rod washers, Drew Morris
- RE: Max. temperature for concrete, Harold Sprague
- Re: Anchor rod washers, SGE Structural
- RE: Anchor rod washers, William.Sherman
- RE: Anchor rod washers, Michelle Motchos
- Re: Anchor rod washers, SGE Structural
- RE: Anchor rod washers, Melnick, Scott
- Re: Anchor rod washers, Drew Morris
- RE: Anchor rod washers, Harold Sprague
- RE: Max. temperature for concrete, Kausik Dutta
- Re: Max. temperature for concrete, Ralph Kratz
- re: flexure in rods used as handrails, Andrew Kester
- RE: Max. temperature for concrete, Tom . Hunt
- Fw: crimping of aluminum, SGE Structural
- Shrinkage of Concrete Floodwall, Stan Caldwell
- RE: Shrinkage of Concrete Floodwall, William.Sherman
- Re: Shrinkage of Concrete Floodwall, Bill Polhemus
- Stainless Steel, lrhauer
- Re: Stainless Steel, Bill Polhemus
- RE: Stainless Steel, Eric Ober
- Re: Stainless Steel, Jeremy White
- Re: crimping of aluminum and Stainless Steel, James Getaz
- RE: Stainless Steel, Larry Hauer
- Re: Shrinkage of Concrete Floodwall, Ralph Kratz
- Re: Shrinkage of Concrete Floodwall, Stan Caldwell
- Re: Shrinkage of Concrete Floodwall, SGE Structural
- Update: Dallas Cowboys roof Collapse, Stan Caldwell
- Re: Update: Dallas Cowboys roof Collapse, Rhkratzse
- RE: crimping of aluminum, Conrad Harrison
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: crimping of aluminum, SGE Structural
- Re: Update: Dallas Cowboys roof Collapse, Daryl Richardson
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Gary L. Hodgson and Assoc.
- Re: Update: Dallas Cowboys roof Collapse, Stan Caldwell
- Re: Stainless Steel, Paul Blomberg
- re: Dallas Cowboys roof collapse, Andrew Kester
- Re: Dallas Cowboys roof collapse, Jordan Truesdell, PE
- RE: Dallas Cowboys roof collapse, Scott Maxwell
- Re: Update: Dallas Cowboys roof Collapse, Christopher Wright
- Re: Update: Dallas Cowboys roof Collapse, Rhkratzse
- Re: Update: Dallas Cowboys roof Collapse, dfisher
- Re: Update: Dallas Cowboys roof Collapse, Rhkratzse
- Re: Update: Dallas Cowboys roof Collapse, dfisher
- RE: Update: Dallas Cowboys roof Collapse, Bill Allen
- RE: Update: Dallas Cowboys roof Collapse, dfisher
- Re: Update: Dallas Cowboys roof Collapse, jrgrill
- Re: Update: Dallas Cowboys roof Collapse, Rhkratzse
- Re: Dallas Cowboys roof collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Rhkratzse
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, dfisher
- Re: Update: Dallas Cowboys roof Collapse, Daryl Richardson
- RE: Update: Dallas Cowboys roof Collapse, Bill Allen
- RE: Update: Dallas Cowboys roof Collapse, dfisher
- Re: Update: Dallas Cowboys roof Collapse, Daryl Richardson
- RE: Update: Dallas Cowboys roof Collapse, Michel Blangy
- Re: Update: Dallas Cowboys roof Collapse, Chuck Utzman
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- RE: Dallas Cowboys roof collapse, Gil Brock
- RE: Update: Dallas Cowboys roof Collapse, Timothy Hilton
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Dallas Cowboys roof collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Gerard Madden, SE
- Re: Update: Dallas Cowboys roof Collapse, Christopher Wright
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse -- code thread, Rhkratzse
- RE: Update: Dallas Cowboys roof Collapse, Jeff Smith
- Re: Update: Dallas Cowboys roof Collapse, Daryl Richardson
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Re: Dallas Cowboys roof collapse, Daryl Richardson
- BUILDING CODE: Certificate of Occupancy, Bill Polhemus
- Re: Dallas Cowboys roof collapse, Drew Morris
- Re: Dallas Cowboys roof collapse, Bill Polhemus
- Design Charts (was RE: Dallas Cowboys roof collapse), Tom Skaggs
- Re: BUILDING CODE: Certificate of Occupancy, David Topete
- RE: BUILDING CODE: Certificate of Occupancy, Paul Feather
- Re: BUILDING CODE: Certificate of Occupancy, Chuck Utzman
- RE: Design Charts (was RE: Dallas Cowboys roof collapse), David Puskas
- Re: BUILDING CODE: Certificate of Occupancy, sscholl2(--nospam--at)juno.com
- Re: Update: Dallas Cowboys roof Collapse, Daryl Richardson
- Re: Design Charts (was RE: Dallas Cowboys roof collapse), Bill Polhemus
- Re: BUILDING CODE: Certificate of Occupancy, Bill Polhemus
- Re: Design Charts (was RE: Dallas Cowboys roof collapse), Stan Caldwell
- RE: Stainless Steel, Harold Sprague
- Re: Design Charts (was RE: Dallas Cowboys roof collapse), Bill Polhemus
- Re: Update: Dallas Cowboys roof Collapse, Bill Polhemus
- Climate Change - Part 1 of 2, Stan Caldwell
- Re: Update: Dallas Cowboys roof Collapse, Stan Caldwell
- Climate Change - Part 2 of 2, Stan Caldwell
- Re: Climate Change - Part 1 of 2, Bill Polhemus
- Re: Climate Change - Part 1 of 2, Mark Johnson
- Re: Dallas Cowboys roof collapse, Gil Brock
- Re: Design Charts (was RE: Dallas Cowboys roof collapse), Gil Brock
- RE: Design Charts and Regulation, Conrad Harrison
- Re: Climate Change - Part 1 of 2, Stan Caldwell
- RE: Dallas Cowboys roof collapse, Conrad Harrison
- Re: Dallas Cowboys roof collapse, Bill Polhemus
- Re: Climate Change - Part 1 of 2, Bill Polhemus
- Re: seaint Digest for 28 Jun 2009, Paul Ransom
- Re: Update: Dallas Cowboys roof Collapse, Christopher Wright
- Re: Climate Change - Part 1 of 2, Mark Johnson
- Re: BUILDING CODE: Certificate of Occupancy, Gary L. Hodgson and Assoc.
- Autopipe vs. Caesar, Padmanabhan Rajendran
- Re: Autopipe vs. Caesar, Bill Polhemus
- RE: BUILDING CODE: Certificate of Occupancy, xmy978
- RE: Design Charts (was RE: Dallas Cowboys roof collapse), Tom Skaggs
- RE: Autopipe vs. Caesar, Harold Sprague
- RE: Tank uplift and repair of tank ring foundation, Harold Sprague
- Re: Update: Dallas Cowboys roof Collapse, David Topete
- RE: Autopipe vs. Caesar, Jeremy White
- 11x17 Laser Printers, Michel Blangy
- Re: BUILDING CODE: Certificate of Occupancy, Bill Polhemus
- Re: 11x17 Laser Printers, Bill Polhemus
- Re: BUILDING CODE: Certificate of Occupancy, sscholl2(--nospam--at)juno.com
- re: stan's commentary, Andrew Kester
- Re: seaint Digest for 28 Jun 2009, Daryl Richardson
- RE: stan's commentary, David L. Fisher
- re: stan's commentary, ron buchko
- Design for snow loads, Drew Morris
- RE: stan's commentary, Bill Allen
- Re: BUILDING CODE: Certificate of Occupancy, ron buchko
- Re: stan's commentary, Chuck Utzman
- Re: Autopipe vs. Caesar, Milo Zabala
- Re: stan's commentary, Bill Polhemus
- Re: 11x17 Laser Printers, ECVAl3
- RE: Climate Change - Part 1 of 2', Thor Matteson
- RE: Climate Change - Part 1 of 2', Bill Allen
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- Re: BUILDING CODE: Certificate of Occupancy, Bill Polhemus
- RE: Climate Change - Part 1 of 2', David L. Fisher
- RE: BUILDING CODE: Certificate of Occupancy, David L. Fisher
- Bolt to plywood, Nick Fanger
- HP DesignJet 200, Thor Tandy
- Re: Bolt to plywood, David Topete
- Re: stan's commentary, ECVAl3
- RE: Bolt to plywood, Thor Tandy
- Re: stan's commentary, Chuck Utzman
- Re: stan's commentary, sscholl2(--nospam--at)juno.com
- RE: Bolt to plywood, Nick Fanger
- RE: Bolt to plywood, Tom Skaggs
- Re: Bolt to plywood, Drew Morris
- Re: 11x17 Laser Printers, Jim Wilson
- Re: Climate Change - Part 1 of 2', Ralph Kratz
- Re: stan's commentary, J B
- Re: Bolt to plywood, ECVAl3
- Re: Autopipe vs. Caesar, Padmanabhan Rajendran
- Re: BUILDING CODE: Certificate of Occupancy, Bill Polhemus
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- Re: stan's commentary, Bill Polhemus
- Re: stan's commentary, Bill Polhemus
- Re: Autopipe vs. Caesar, Bill Polhemus
- RE: Climate Change - Part 1 of 2', David L. Fisher
- Re: Bolt to plywood, Bill Polhemus
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- RE: Climate Change - Part 1 of 2', David L. Fisher
- Hockey Stick Graphs, Bill Polhemus
- Re: Climate Change - Part 1 of 2', David Topete
- RE: Climate Change - Part 1 of 2', David L. Fisher
- RE: Climate Change - Part 1 of 2', David L. Fisher
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- RE: Climate Change - Part 1 of 2', David L. Fisher
- Re: BUILDING CODE: Certificate of Occupancy, ron buchko
- Re: Climate Change - Part 1 of 2', Bill Polhemus
- Re: Tank uplift and repair of tank ring foundation, Lakshmana Nukala
- Re: Hockey Stick Graphs, Stan Caldwell
- Re: Climate Change - Part 1 of 2', Stan Caldwell
- Re: Hockey Stick Graphs, ECVAl3
- Re: Hockey Stick Graphs, Bill Polhemus
- Re: Tank uplift and repair of tank ring foundation, Bill Polhemus
Mail converted by MHonArc