SEAINT Mail Archive 2008 (Apr-Jun)
Civil and Structural Engineering discussions by thread
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Messages: 1239
- Re: request, David Topete
- RE: request,
David Fisher
- Re: request,
Bill Polhemus
- Re: request, dfisher
- Re: request,
Bill Polhemus
- Re: condition assessment, Jordan Truesdell, PE
- RE: condition assessment, Rich Lewis
- <Possible follow-ups>
- Re: condition assessment, Rhkratzse
- RE: House Leveling,
Gaines, David
- Re: House Leveling,
Gerard Madden, SE
- Re: House Leveling, Bill Polhemus
- RE: House Leveling, Donald Bruckman
- Re: House Leveling, Jerry Coombs
- Re: House Leveling,
Gerard Madden, SE
- Re: House Leveling, Jerry Coombs
- <Possible follow-ups>
- Re: House Leveling,
ECVAl3
- Re: House Leveling,
Bill Polhemus
- Re: Climate Change, sam2000 . (sam2000)
- RE: Climate Change, David Fisher
- RE: Climate Change, Bill Allen
- RE: Climate Change, David Fisher
- RE: Climate Change, Joseph R. Grill
- RE: Climate Change, Bill Allen
- RE: Climate Change, Jerry Coombs
- RE: Climate Change, Bill Allen
- Re: Climate Change, Mike Jones
- RE: Climate Change, Bill Allen
- Re: House Leveling,
Bill Polhemus
- Re: House Leveling, sscholl2(--nospam--at)juno.com
- RE: Mechanical Engineer wants me to stamp his M sheets,
Gaines, David
- Re: Mechanical Engineer wants me to stamp his M sheets, Jordan Truesdell, PE
- RE: Mechanical Engineer wants me to stamp his M sheets,
Conrad Harrison
- Re: Mechanical Engineer wants me to stamp his M sheets,
Gerard Madden, SE
- RE: Mechanical Engineer wants me to stamp his M sheets, Conrad Harrison
- RE: Mechanical Engineer wants me to stamp his M sheets, Terry Weatherby
- RE: Mechanical Engineer wants me to stamp his M sheets, Terry Weatherby
- RE: Mechanical Engineer wants me to stamp his M sheets, Conrad Harrison
- Re: Mechanical Engineer wants me to stamp his M sheets,
Gerard Madden, SE
- RE: Mechanical Engineer wants me to stamp his M sheets, Marlou Rodriguez
- 3x min for conc/mas wall anch to flex diaph?,
Gould, Diane
- Re: 3x min for conc/mas wall anch to flex diaph?, Gerard Madden, SE
- <Possible follow-ups>
- Mechanical Engineer wants me to stamp his M sheets, Mark Gilligan
- RE: Is list server down?, Conrad Harrison
- <Possible follow-ups>
- RE: home evaluation, Christopher Banbury
- Re: Steel slides for quick reference,
Szuchuan Chang
- RE: Steel slides for quick reference,
Conrad Harrison
- Re: Steel slides for quick reference, Christopher Wright
- Design Aids? ( RE: Steel slides for quick reference), Conrad Harrison
- RE: Steel slides for quick reference,
Conrad Harrison
- <Possible follow-ups>
- Re: Steel slides for quick reference,
G Vishwanath
- RE: Steel slides for quick reference, Conrad Harrison
- RE: Steel slides for quick reference, Garner, Robert
- Re: Steel slides for quick reference,
G Vishwanath
- RE: Steel slides for quick reference, Conrad Harrison
- RE: Steel Stairs and Railing Design, Conrad Harrison
- <Possible follow-ups>
- RE: Steel Stairs and Railing Design, Gary Loomis
- steel stairs, Terry Weatherby
- Re: Concentrated Loads on Plywood Floors..., Drew Morris
- RE: Concentrated Loads on Plywood Floors..., Harold Sprague
- Re: Concentrated Loads on Plywood Floors..., Daryl Richardson
- RE: Concentrated Loads on Plywood Floors...,
Conrad Harrison
- RE: Concentrated Loads on Plywood Floors...,
Benjamin Maxwell
- Re: Concentrated Loads on Plywood Floors..., Drew Morris
- RE: Concentrated Loads on Plywood Floors...,
Benjamin Maxwell
- Re: Water Heater Bracing Guidelines,
Chris Slater
- Re: Water Heater Bracing Guidelines, Paul Blomberg
- RE: ASCE 7 errata,
Scott Maxwell
- Re: ASCE 7 errata,
Gerard Madden, SE
- RE: ASCE 7 errata, Scott Maxwell
- Re: ASCE 7 errata,
Gerard Madden, SE
- RE: Aluminum and Stainless Steel Design guides,
Conrad Harrison
- RE: Aluminum and Stainless Steel Design guides, Joseph R. Grill
- Re: Aluminum and Stainless Steel Design guides,
Christopher Wright
- RE: Aluminum and Stainless Steel Design guides, Conrad Harrison
- <Possible follow-ups>
- Unreinforced masonry testing, Tom . Hunt
- Re: Take a look at jaxtr!, Bill Polhemus
- Re: ASCE7-05 240 ft ordinary braced frames in seismic design category D?,
Gerard Madden, SE
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?,
Haan, Scott M POA
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Doug Mayer
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Haan, Scott M POA
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Haan, Scott M POA
- Re: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Gerard Madden, SE
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?,
Haan, Scott M POA
- Re: ASCE7-05 240 ft ordinary braced frames in seismic design category D?,
Will Haynes
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Haan, Scott M POA
- <Possible follow-ups>
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?,
Harold Sprague
- RE: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Haan, Scott M POA
- <Possible follow-ups>
- The Boltable Embed Plate, Abolhassan Astaneh-Asl
- The Boltable Embed Plate, Trib K Mittra
- The Boltable Embed Plate, Tom . Hunt
- The Boltable Embed Plate, Russell VeRost
- Fw: The Boltable Embed Plate, Russell VeRost
- RE: The Boltable Embed Plate, Swami Raviraj (Mumbai - Civil)
- RE: The Boltable Embed Plate, Swami Raviraj (Mumbai - Civil)
- The Boltable Embed Plate, Tom . Hunt
- Fw: The Boltable Embed Plate, Tom . Hunt
- The Boltable Embed Plate, Rand W Holtham
- Re: Existing Beam: Repair or O.K.?, Chris Slater
- Re: Existing Beam: Repair or O.K.?,
Gary L. Hodgson and Assoc.
- Re: Existing Beam: Repair or O.K.?, IRV FRUCHTMAN
- Re: Existing Beam: Repair or O.K.?,
Gerard Madden, SE
- Re: Existing Beam: Repair or O.K.?, David Topete
- <Possible follow-ups>
- Re: Existing Beam: Repair or O.K.?, Jnapd
- Existing Beam: Repair or O.K.?,
Abolhassan Astaneh-Asl
- RE: Existing Beam: Repair or O.K.?, Joseph R. Grill
- RE: Existing Beam: Repair or O.K.?,
Scott Maxwell
- RE: Existing Beam: Repair or O.K.?, Bill Allen
- RE: Existing Beam: Repair or O.K.?, Scott Maxwell
- Re: Existing Beam: Repair or O.K.?, Gary L. Hodgson and Assoc.
- Re: Existing Beam: Repair or O.K.?, ECVAl3
- Re: Concrete Specs for Composite HSS, Tom . Hunt
- Re: Safety factor=4 for anchors, Jerry Coombs
- RE: Safety factor=4 for anchors, Harold Sprague
- <Possible follow-ups>
- RE: Safety factor=4 for anchors, Mark Gilligan
- Re: Period of rigid non building structure, Christopher Wright
- Re: Period of rigid non building structure,
Jordan Truesdell, PE
- Re: Period of rigid non building structure, Benjamin Maxwell
- RE: Thermal break in conc. wall, Harold Sprague
- Re: Seismic Equation Misprint?,
David Adie
- RE: Seismic Equation Misprint?, Joseph R. Grill
- RE: Seismic Equation Misprint?,
Dennis Wish
- RE: Seismic Equation Misprint?, Joseph R. Grill
- <Possible follow-ups>
- Re: Seismic Equation Misprint?, ECVAl3
- RE: Lord of the Revits: Fellowship of the Bim,
Garner, Robert
- Re: Lord of the Revits: Fellowship of the Bim, Gerard Madden, SE
- RE: Lord of the Revits: Fellowship of the Bim,
Jeff Smith
- RE: Lord of the Revits: Fellowship of the Bim, Bill Allen
- RE: Lord of the Revits: Fellowship of the Bim,
Gordon Goodell
- Re: Lord of the Revits: Fellowship of the Bim, Jordan Truesdell, PE
- Re: Lord of the Revits: Fellowship of the Bim, Jerry Coombs
- <Possible follow-ups>
- Re: Lord of the Revits: Fellowship of the Bim,
bill
- Re: Lord of the Revits: Fellowship of the Bim, Phuong Nguyen
- Re: AISC minimum number of bolts,
jatech
- Re: AISC minimum number of bolts, Drew Morris
- RE: AISC minimum number of bolts,
Bill Allen
- RE: AISC minimum number of bolts, Conrad Harrison
- Re: AISC minimum number of bolts, Will Haynes
- <Possible follow-ups>
- Re: AISC minimum number of bolts, Daniel Popp
- Re: DSTV-what do the letters signify?, Alexander Bausk
- Re: DSTV-what do the letters signify?, Bill Polhemus
- Field Grading of Existing Wood Framing,
Jeff Smith
- RE: Field Grading of Existing Wood Framing,
Terry Weatherby
- RE: Field Grading of Existing Wood Framing, Jeff Smith
- RE: Field Grading of Existing Wood Framing,
Gaines, David
- RE: Field Grading of Existing Wood Framing, Jeff Smith
- RE: Field Grading of Existing Wood Framing, Gaines, David
- RE: Field Grading of Existing Wood Framing,
Terry Weatherby
- RE: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths,
Doug Mayer
- Re: Weak Rivets of Titanic..., Jordan Truesdell, PE
- Re: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths, Steve Gordin
- RE: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths, Glenn Otto
- RE: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths, Conrad Harrison
- RE: Back to ACI App D and Punching Shear, Haan, Scott M POA
- RE: DSTV-Deutsher Stahlbau Verband, Conrad Harrison
- RE: DStV again, Conrad Harrison
- Re: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak,Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths,
jatech
- Re: Weak Rivets...etc.,
Benjamin Maxwell
- Re: Weak Rivets...etc., Christopher Wright
- Re: Weak Rivets...etc., Benjamin Maxwell
- RE: Weak Rivets...etc., Conrad Harrison
- Re: Weak Rivets...etc.,
Benjamin Maxwell
- RE: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak,Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths, Donald Bruckman
- Re: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak,Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths,
Abolhassan Astaneh-Asl
- RE: Climate Change,
Terry Weatherby
- RE: Climate Change, Harold Sprague
- RE: Climate Change, Haan, Scott M POA
- RE: Climate Change, Richard L. Hess
- Re: Climate Change, Christopher Wright
- Re: Climate Change, Stan Caldwell
- RE: Climate Change, Shaun Dustin
- RE: Climate Change, Benjamin Maxwell
- RE: Climate Change, Richard Hess
- Re: Climate Change, Stan Caldwell
- Re: Climate Change, Chris Slater
- RE: Climate Change, Richard Hess
- Re: Climate Change, Christopher Wright
- Re: Weak Rivets of Titanic, Weak Steel Bearing Walls of WTC, Weak,Levees of New Orleans- Weak Gussets of I-35W Bridge= 6000 deaths, Abolhassan Astaneh-Asl
- RE: Climate Change,
Terry Weatherby
- Re: Building Expansion Joint, David Topete
- RE: Field Grading of Existing Wood Framing,
Jeff Smith
- RE: Field Grading of Existing Wood Framing, Jeff Smith
- <Possible follow-ups>
- RE: Field Grading of Existing Wood Framing, AWC Info
- RE: Slab-on-grade sloped for sprinkler drainage under access floor,
Harold Sprague
- RE: Slab-on-grade sloped for sprinkler drainage under access floor, Haan, Scott M POA
- Re: A Programming Question, Alexander Bausk
- RE: A Programming Question, Harold Sprague
- Re: A Programming Question,
Christopher Wright
- RE: A Programming Question,
Scott Maxwell
- Re: A Programming Question, Alexander Bausk
- Re: A Programming Question, Christopher Wright
- RE: A Programming Question,
Scott Maxwell
- Re: A Programming Question, Alex C. Nacionales
- <Possible follow-ups>
- RE: A Programming Question, Acharya, Suresh
- RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Thor Tandy
- RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Martin Li
- RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Marlou Rodriguez
- RE: Concrete-filled steel piles, Haan, Scott M POA
- <Possible follow-ups>
- Concrete-filled steel piles,
Abolhassan Astaneh-Asl
- Re: Concrete-filled steel piles,
Abolhassan Astaneh-Asl
- Re: Concrete-filled steel piles, Kevin Below
- Re: Concrete-filled steel piles,
Abolhassan Astaneh-Asl
- Concrete-filled steel piles, Abolhassan Astaneh-Asl
- <Possible follow-ups>
- Re: Distribution of Wind Loads to diaphragm in Spreadsheets, Jnapd
- Re: Distribution of Wind Loads to diaphragm in Spreadsheets, Jnapd
- <Possible follow-ups>
- test, Chuck Utzman
- RE: Testing Connection >> I have not been receiving messages during the past weeks?, Dennis Wish
- <Possible follow-ups>
- RE: Testing Connection >> I have not been receiving messages during the past weeks?, Jim Getaz
- SE Review Seminars based on 2006 IBC and 2007 CBC in LA & SF, structuralreview
- RE: Structural Irregularity, Michel Blangy
- RE: Climate Change,
Jerry Coombs
- RE: Climate Change, Gordon Goodell
- RE: Climate Change,
Richard L. Hess
- RE: Climate Change, David Fisher
- RE: Climate Change, Scott Maxwell
- <Possible follow-ups>
- RE: Climate Change,
bill
- Re: Climate Change, Chris Slater
- Re: Climate Change, bill
- RE: Climate Change, sscholl2(--nospam--at)juno.com
- RE: Climate Change, bill
- RE: Climate Change, bill
- RE: Climate Change,
bill
- RE: Climate Change, David Fisher
- RE: Climate Change,
David Fisher
- Re: Climate Change, Bill Polhemus
- Re: Climate Change, David Topete
- RE: Climate Change,
bill
- RE: Climate Change,
Scott Maxwell
- Re: Climate Change, Bill Polhemus
- RE: Climate Change,
Haan, Scott M POA
- Re: Climate Change, Bill Polhemus
- RE: Climate Change,
Scott Maxwell
- FW: Climate Change, David Fisher
- RE: ASCE 7-05 Diaphragm Design, Dennis Wish
- <Possible follow-ups>
- RE: ASCE 7-05 Diaphragm Design,
Paul Feather
- RE: ASCE 7-05 Diaphragm Design, Dennis Wish
- RE: ASCE 7-05 Diaphragm Design, Dennis Wish
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views,
David Fisher
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Haan, Scott M POA
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views,
Gary L. Hodgson and Assoc.
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, David Fisher
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, David Fisher
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Michel Blangy
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, David Fisher
- Re: RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, sam2000 . (sam2000)
- Re: RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, dfisher
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Conrad Harrison
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Jerry Coombs
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, dfisher
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, satya prasad
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Conrad Harrison
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Gary L. Hodgson and Assoc.
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Gary L. Hodgson and Assoc.
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Scott Maxwell
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views,
Scott Maxwell
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Haan, Scott M POA
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Scott Maxwell
- <Possible follow-ups>
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views,
Jnapd
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Gerard Madden, SE
- Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
- RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, sscholl2(--nospam--at)juno.com
- Re: Earth Day, Then and Now ...,
Jordan Truesdell, PE
- RE: Earth Day, Then and Now ...,
David Fisher
- Re: Earth Day, Then and Now ..., Jordan Truesdell, PE
- RE: Earth Day, Then and Now ..., David Fisher
- Re: Earth Day, Then and Now ..., Bill Polhemus
- RE: Earth Day, Then and Now ...,
David Fisher
- RE: Earth Day, Then and Now ...,
Donald Bruckman
- Re: Earth Day, Then and Now ..., Bill Polhemus
- <Possible follow-ups>
- Scott Threewitt is out of the office., SThreewitt
- RE: knocked off again,
Scott Maxwell
- Re: knocked off again,
Gerard Madden, SE
- RE: knocked off again, Michel Blangy
- RE: knocked off again, Dennis Wish
- Message not available
- Re: knocked off again, Stan Caldwell
- Re: knocked off again,
Gerard Madden, SE
- Hazus Earthquake Survivability Study, Terry Weatherby
- RE: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry, Scott Maxwell
- <Possible follow-ups>
- Re: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry, Peter Maregan
- Re: Vibration Problem, Alexander Bausk
- Re: Vibration Problem, Jordan Truesdell, PE
- Re: Vibration Problem, Lakshmana Nukala
- Re: Vibration Problem, Christopher Wright
- <Possible follow-ups>
- RE: Vibration Problem, Swami Raviraj (Mumbai - Civil)
- <Possible follow-ups>
- Re: Seismic on restrained retaining walls,
Gerard Madden, SE
- Re: Seismic on restrained retaining walls,
Tarek Mokhtar
- RE: Seismic on restrained retaining walls, Jeff Smith
- Re: Seismic on restrained retaining walls,
Tarek Mokhtar
- Re: Seismic on restrained retaining walls,
ECVAl3
- Re: Seismic on restrained retaining walls, Tarek Mokhtar
- <Possible follow-ups>
- Re: corrosion at weld points, Jim Getaz
- RE: corrosion at weld points, Harold Sprague
- Re: Can special concrete shear walls be precast in ASCE7-05?,
Gerard Madden, SE
- RE: Can special concrete shear walls be precast in ASCE7-05?, Haan, Scott M POA
- RE: Can special concrete shear walls be precast in ASCE7-05?, Scott Maxwell
- <Possible follow-ups>
- RE: Can special concrete shear walls be precast in ASCE7-05?, Harold Sprague
- RE: Alternate Wind Provision,
Martin Li
- RE: Alternate Wind Provision,
Joseph R. Grill
- RE: Alternate Wind Provision, Yousefi, Ben
- RE: Alternate Wind Provision, Joseph R. Grill
- RE: Alternate Wind Provision, Gordon Goodell
- RE: Alternate Wind Provision, Joseph R. Grill
- RE: Alternate Wind Provision, Yousefi, Ben
- RE: Alternate Wind Provision,
Joseph R. Grill
- <Possible follow-ups>
- RE: Alternate Wind Provision, Tom . Hunt
- Re: Alternate Wind Provision, Jnapd
- Re: Alternate Wind Provision,
Jnapd
- RE: Alternate Wind Provision,
Joseph R. Grill
- RE: Alternate Wind Provision, Ehrlich, Gary
- RE: Alternate Wind Provision,
Joseph R. Grill
- RE: Alternate Wind Provision, Tom . Hunt
- RE: Free-Fall of Concrete,
Garner, Robert
- RE: Free-Fall of Concrete, Harold Sprague
- RE: Free-Fall of Concrete,
William.Sherman
- RE: Free-Fall of Concrete, Jerry Coombs
- RE: Free-Fall of Concrete, Garner, Robert
- Re: Free-Fall of Concrete, Will Haynes
- RE: Free-Fall of Concrete, Harold Sprague
- <Possible follow-ups>
- RE: Free-Fall of Concrete,
Harold Sprague
- RE: Free-Fall of Concrete,
Jerry Coombs
- RE: Free-Fall of Concrete, Tom . Hunt
- RE: Free-Fall of Concrete,
Jerry Coombs
- RE: Slab dowels - plate v. square v. round,
Harold Sprague
- RE: Slab dowels - plate v. square v. round,
Michelle Motchos
- RE: Slab dowels - plate v. square v. round, Donald Bruckman
- RE: Slab dowels - plate v. square v. round, Harold Sprague
- RE: Slab dowels - plate v. square v. round,
Michelle Motchos
- Re: COLD FORMED TUBES, Jerry Coombs
- <Possible follow-ups>
- RE: COLD FORMED TUBES,
Harold Sprague
- RE: COLD FORMED TUBES,
Hewitt, Chris
- RE: COLD FORMED TUBES, Garner, Robert
- RE: COLD FORMED TUBES, Jerry Coombs
- RE: COLD FORMED TUBES, Mark Johnson
- RE: COLD FORMED TUBES, Harold Sprague
- RE: COLD FORMED TUBES,
Hewitt, Chris
- RE: Alternate Wind Provision [AKA Ronald Reagan],
David Fisher
- RE: Alternate Wind Provision [AKA Ronald Reagan], Josh Comfort
- Re: Alternate Wind Provision [AKA Ronald Reagan], Bill Polhemus
- RE: Hilly Billy Polhimus, Conrad Harrison
- RE: Hilly Billy Polhimus, Douglas Boyd
- RE: was "Climatologist", now beer,
Michel Blangy
- Re: was "Climatologist", now beer,
David Topete
- Welcome to the beer forum, Gaines, David
- RE: Welcome to the beer forum, Harold Sprague
- RE: Welcome to the beer forum, Tarek Mokhtar
- Message not available
- Re: Welcome to the beer forum, David Topete
- Re: Welcome to the beer forum, Jerry Coombs
- Re: Welcome to the beer forum, Gary L. Hodgson and Assoc.
- Re: Welcome to the beer forum, David Topete
- RE: Welcome to the beer forum, Douglas Boyd
- RE: Welcome to the beer forum, Stuart, Matthew
- Re: Welcome to the beer forum, Christopher Wright
- Re: Welcome to the beer forum, Ken Peoples
- RE: Welcome to the beer forum, Haan, Scott M POA
- RE: Welcome to the beer forum, Douglas Boyd
- Re: Welcome to the beer forum, David Topete
- RE: Welcome to the beer forum, Scott Maxwell
- Re: Welcome to the beer forum, Jordan Truesdell, PE
- RE: Welcome to the beer forum, Scott Maxwell
- Re: Welcome to the beer forum, Christopher Wright
- Re: was "Climatologist", now beer,
David Topete
- RE: Retaining Wall Surcharge, Stuart, Matthew
- RE: Retaining Wall Surcharge,
William.Sherman
- Re: Retaining Wall Surcharge,
Ken Peoples
- Re: Retaining Wall Surcharge, Lloyd Pack
- RE: Retaining Wall Surcharge, Lloyd Pack
- Re: Retaining Wall Surcharge,
Ken Peoples
- RE: Welcome to the beer forum, Garner, Robert
- RE: ASCE 7-05 Wind (again),
Conrad Harrison
- Re: ASCE 7-05 Wind (again), Daryl Richardson
- <Possible follow-ups>
- Re: ASCE 7-05 Wind (again), sscholl2(--nospam--at)juno.com
- Re: CNN Reports Low Quality Steel Imported From China, Jordan Truesdell, PE
- RE: CNN Reports Low Quality Steel Imported From China, Conrad Harrison
- Re: CNN Reports Low Quality Steel Imported From China, Bill Polhemus
- Re: CNN Reports Low Quality Steel Imported From China,
Christopher Wright
- RE: CNN Reports Low Quality Steel Imported From China,
Conrad Harrison
- Re: CNN Reports Low Quality Steel Imported From China, Christopher Wright
- RE: CNN Reports Low Quality Steel Imported From China,
Conrad Harrison
- <Possible follow-ups>
- Re: CNN Reports Low Quality Steel Imported From China, Paul Ransom
- RE: CBO (Certified Building Official), Yousefi, Ben
- <Possible follow-ups>
- RE: CBO (Certified Building Official), Tom . Hunt
- Re: CBO (Certified Building Official), ASLCSE
- Message not available
- Re: Imported Steel News Story by Reuter,
Abolhassan Astaneh-Asl
- RE: Imported Steel News Story by Reuter, Conrad Harrison
- Re: Imported Steel News Story by Reuter,
Abolhassan Astaneh-Asl
- RE: 85mph overhang pressures, Doug Mayer
- Re: 85mph overhang pressures, Daryl Richardson
- <Possible follow-ups>
- Re: 85mph overhang pressures,
Jnapd
- Re: 85mph overhang pressures, Daryl Richardson
- Wind Uplift on Awning,
Bill Allen
- Re: Wind Uplift on Awning, Scott Maxwell
- RE: Wind Uplift on Awning, Bill Allen
- RE: Wind Uplift on Awning, Scott Maxwell
- MWFRS and C&C wind loading, Conrad Harrison
- RE: Wind Uplift on Awning, Conrad Harrison
- RE: Wind Uplift on Awning, Scott Maxwell
- RE: Wind Uplift on Awning, Donald Bruckman
- RE: Wind Uplift on Awning, Garner, Robert
- RE: Wind Uplift on Awning, Donald Bruckman
- RE: Wind Uplift on Awning (venting), Conrad Harrison
- RE: Wind Uplift on Awning (venting), Donald Bruckman
- RE: Wind Uplift on Awning (venting), Conrad Harrison
- Re: Wind Uplift on Awning, Drew Morris
- RE: Wind Uplift on Awning, Bill Allen
- Re: Seismic Foundation Loading, Will Haynes
- Re: 1937 VA job- rebar and concrete strength, Tom . Hunt
- Re: 1937 VA job- rebar and concrete strength,
Roger Davis
- Re: 1937 VA job- rebar and concrete strength, Daryl Richardson
- Re: 1937 VA job- rebar and concrete strength, Tom . Hunt
- RE: When is Flame Bending Acceptable?, Conrad Harrison
- RE: When is Flame Bending Acceptable?, Harold Sprague
- Re: A325 Bolts, Drew Morris
- Re: A325 Bolts, Christopher Wright
- <Possible follow-ups>
- RE: A325 Bolts, Harold Sprague
- Re: A325 Bolts, Alfonso Quilala
- A325 Bolts, Abolhassan Astaneh-Asl
- Re: A325 Bolts,
James Getaz
- Re: A325 Bolts, Christopher Wright
- Re: A325 Bolts,
Rhkratzse
- Re: A325 Bolts, Christopher Wright
- RE: A325 Bolts, Harold Sprague
- RE: Snow Loads, Terry Weatherby
- RE: Snow Loads,
Ehrlich, Gary
- RE: Snow Loads, Reza Dashti Asl
- Re: Swimming Pool Engineers in Orange County,
Tarek Mokhtar
- RE: Swimming Pool Engineers in Orange County, Bill Allen
- Re: UBC 1958, Drew Morris
- RE: UBC 1958, Yousefi, Ben
- RE: UBC 1958, Richard L. Hess
- <Possible follow-ups>
- UBC 1958, Abolhassan Astaneh-Asl
- RE: UBC 1958, Tom . Hunt
- Re: 1 hour exterior wall,
DA
- RE: 1 hour exterior wall, Donald Bruckman
- RE: bill IS sometimes right...,
Michel Blangy
- RE: bill IS sometimes right..., David Fisher
- <Possible follow-ups>
- RE: Structural Bolts in Opened Kegs, Harold Sprague
- Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Jules
- Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Scott Maxwell
- <Possible follow-ups>
- Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Rhkratzse
- RE: Wind Uplift on Awning, Bill Allen
- RE: Must read..., Harold Sprague
- Re: Shear Wall Strength Reduction,
Tarek Mokhtar
- RE: Shear Wall Strength Reduction, Yousefi, Ben
- <Possible follow-ups>
- RE: Shear Wall Strength Reduction, Tom . Hunt
- Re: Shear Wall Strength Reduction,
bart
- RE: Shear Wall Strength Reduction, Donald Bruckman
- Re: Conical washers, Tom . Hunt
- <Possible follow-ups>
- Conical washers, mrkgp
- RE: foundation settling,
Harold Sprague
- RE: foundation settling, Terry Weatherby
- RE: foundation settling,
Gordon Goodell
- RE: foundation settling, Josh Comfort
- RE: foundation settling, Joseph R. Grill
- Re: foundation settling, IRV FRUCHTMAN
- <Possible follow-ups>
- RE: foundation settling,
Harold Sprague
- Re:Trout Fishing, - - Was foundation settling, Daryl Richardson
- Re: Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Abolhassan Astaneh-Asl
- <Possible follow-ups>
- Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Abolhassan Astaneh-Asl
- Re: HAS Weld Symbol, Tom . Hunt
- RE: HAS Weld Symbol, Harold Sprague
- Re: HAS Weld Symbol,
jatech
- RE: HAS Weld Symbol,
Harold Sprague
- RE: HAS Weld Symbol, Gordon Goodell
- RE: HAS Weld Symbol, Garner, Robert
- RE: HAS Weld Symbol, Harold Sprague
- RE: HAS Weld Symbol,
Harold Sprague
- <Possible follow-ups>
- Re: HAS Weld Symbol, Jim Getaz
- RE: HAS Weld Symbol, Harold Sprague
- RE: Carbonation, Harold Sprague
- Re: Carbonation, Tom . Hunt
- <Possible follow-ups>
- Carbonation, Tom . Hunt
- RE: Post Tensioned Masonry Walls,
Harold Sprague
- RE: Post Tensioned Masonry Walls, Joseph R. Grill
- RE: Post Tensioned Masonry Walls,
Scott Maxwell
- RE: Post Tensioned Masonry Walls,
Joseph R. Grill
- RE: Post Tensioned Masonry Walls, Scott Maxwell
- soft story, sam2000 . (sam2000)
- Re: soft story, Gerard Madden, SE
- RE: soft story, Terangue Gillham
- RE: Post Tensioned Masonry Walls,
Joseph R. Grill
- <Possible follow-ups>
- RE: What to do?,
Mark Gilligan
- RE: What to do?, Bill Allen
- RE: What to do?, Terry Weatherby
- <Possible follow-ups>
- RE: hitting things (was:HAS Weld Symbol), Harold Sprague
- RE: Retaining Wall Poured Flush with Soldier Piles,
Gaines, David
- RE: Retaining Wall Poured Flush with Soldier Piles, Michel Blangy
- RE: MacArthur Maze Fire Collapse and Reconstruction-, Conrad Harrison
- RE: C and C wind loading, Scott Maxwell
- Residential Foundation Tipping,
David Maynard
- RE: Residential Foundation Tipping, Donald Bruckman
- RE: Residential Foundation Tipping, Michel Blangy
- Re: Residential Foundation Tipping, Drew Morris
- Re: Residential Foundation Tipping, Jordan Truesdell, PE
- RE: Congratulations to Charlie Carter,
Michel Blangy
- RE: Congratulations to Charlie Carter, David Fisher
- RE: Congratulations to Charlie Carter, jatech
- <Possible follow-ups>
- RE: Congratulations to Charlie Carter, James Getaz
- Re: Hold Downs With No Plywood Ductility,
Jordan Truesdell, PE
- RE: Hold Downs With No Plywood Ductility,
Ehrlich, Gary
- RE: Hold Downs With No Plywood Ductility, Tom Skaggs
- RE: Hold Downs With No Plywood Ductility, SE California
- Message not available
- RE: Hold Downs With No Plywood Ductility, Christopher Banbury
- RE: Hold Downs With No Plywood Ductility,
Ehrlich, Gary
- RE: Wind Uplift on Awning [OT: Embers in attic, etc.], Conrad Harrison
- RE: Kneebraced Post Design,
Michel Blangy
- Re: Kneebraced Post Design,
Chris Slater
- RE: Kneebraced Post Design, Michel Blangy
- Re: Kneebraced Post Design, Kevin Below
- Re: Kneebraced Post Design, Chris Slater
- Re: Kneebraced Post Design,
Chris Slater
- RE: Kneebraced Post Design, Scott Maxwell
- <Possible follow-ups>
- Re: Kneebraced Post Design, milo zabala
- Re: Kneebraced Post Design, Rhkratzse
- Re: Kneebraced Post Design,
ASLCSE
- Re: Kneebraced Post Design, Drew Morris
- <Possible follow-ups>
- Re: Enercalc, ASLCSE
- Re:,
truitt
- Re:, truitt
- RE: Tennis court LL, Harold Sprague
- RE: Damaged Calculator, Terry Weatherby
- <Possible follow-ups>
- Re:Damaged Calculator,
G Vishwanath
- RE: Damaged Calculator,
Michel Blangy
- RE: Damaged Calculator, Garner, Robert
- Re: Damaged Calculator, Gerard Madden, SE
- RE: Damaged Calculator, Chance, Acie
- RE: Damaged Calculator, Michel Blangy
- RE: Damaged Calculator, David Fisher
- Re: Damaged Calculator, Christopher Wright
- Re: Damaged Calculator, Daryl Richardson
- Re: Damaged Calculator, Phuong Nguyen
- RE: Damaged Calculator,
Michel Blangy
- Re: Damaged Calculator, Jnapd
- Re: C & C pressures, trusses, Chris Slater
- Message not available
- RE: C & C pressures, trusses,
Christopher Banbury
- RE: C & C pressures, trusses, Harold Sprague
- RE: C & C pressures, trusses, Conrad Harrison
- Re: C & C pressures, trusses, David Topete
- RE: C & C pressures, trusses, Conrad Harrison
- RE: C & C pressures, trusses, Scott Maxwell
- RE: C & C pressures, trusses, Conrad Harrison
- Alterations Chapter 34 2007 CBC, Jeff Smith
- RE: Alterations Chapter 34 2007 CBC, Scott Maxwell
- RE: Alterations Chapter 34 2007 CBC, Jeff Smith
- RE: Alterations Chapter 34 2007 CBC, Scott Maxwell
- RE: C & C pressures, trusses, Scott Maxwell
- RE: C & C pressures, trusses, Conrad Harrison
- RE: C & C pressures, trusses, Scott Maxwell
- Message not available
- RE: C&C vs MWFRS pressures, Christopher Banbury
- RE: C&C vs MWFRS pressures, Conrad Harrison
- Telemarketing calls, Christopher Wright
- RE: Telemarketing calls, Scott Maxwell
- Re: Telemarketing calls, Christopher Wright
- RE: Telemarketing calls, Douglas Boyd
- RE: Telemarketing calls, Scott Maxwell
- RE: Telemarketing calls, David Fisher
- Tension only brace frames, Jason Christensen
- RE: Tension only brace frames, Yousefi, Ben
- RE: Telemarketing calls, Scott Maxwell
- RE: Telemarketing calls, Bill Allen
- RE: Telemarketing calls, Scott Maxwell
- RE: Telemarketing calls, Bill Allen
- RE: C & C pressures, trusses,
Christopher Banbury
- Re: Open Builiding with mesh tarp roof - Ref. Air Permeable Cladding ASCE 7-05 6.4.3 and 6.5.2.2, David Topete
- RE: Open Builiding with mesh tarp roof - Ref. Air Permeable Cladding ASCE 7-05 6.4.3 and 6.5.2.2, Harold Sprague
- RE: Open Builiding with mesh tarp roof - Ref. Air Permeable Cladding ASCE 7-05 6.4.3 and 6.5.2.2, Conrad Harrison
- <Possible follow-ups>
- SCBF Uniform Force Method,
Abolhassan Astaneh-Asl
- California SE Manager 160K/year, SE California
- RE: SEAOC Structural Design Manual Seminar, Bill Allen
- RE: SEAOC Structural Design Manual Seminar, William.Sherman
- <Possible follow-ups>
- RE: SEAOC Structural Design Manual Seminar, Oshin Tosounian
- Re: SEAOC Structural Design Manual Seminar, ASLCSE
- <Possible follow-ups>
- RE: Crib wall, Gary Loomis
- RE: Testing >> Structural Engineers Association - International, Cummings, Thomas J.
- <Possible follow-ups>
- porches in seismic areas, Bob Freeman
- Re: porches in seismic areas,
Jnapd
- RE: porches in seismic areas,
Joseph R. Grill
- Re: porches in seismic areas, Chris Slater
- RE: porches in seismic areas, Joseph R. Grill
- Re: porches in seismic areas, Chris Slater
- RE: porches in seismic areas, Joseph R. Grill
- Re: porches in seismic areas, Drew Morris
- RE: porches in seismic areas,
Joseph R. Grill
- Re: porches in seismic areas, Jnapd
- Re: porches in seismic areas, Rhkratzse
- <Possible follow-ups>
- RE: Alterations Chapter 34 2007 CBC, Larry Hauer
- RE: Alterations Chapter 34 2007 CBC, David Merrick, SE
- RE: enercalc 6 - 2d frame, Michel Blangy
- RE: Stamping Calcs,
Doug Mayer
- RE: Stamping Calcs,
Chance, Acie
- RE: Stamping Calcs, Doug Mayer
- RE: Stamping Calcs,
Chance, Acie
- RE: Stamping Calcs,
Gaines, David
- Re: Stamping Calcs, Gerard Madden, SE
- Re: Stamping Calcs, Christopher Wright
- RE: Stamping Calcs,
Terry Weatherby
- RE: Stamping Calcs,
Michel Blangy
- RE: Stamping Calcs - designs, Gaines, David
- Re: Stamping Calcs, David Topete
- RE: Stamping Calcs,
Michel Blangy
- <Possible follow-ups>
- Stamping Calcs, Michel Blangy
- Re: Stamping Calcs, Jnapd
- Re: Stamping Calcs, ASLCSE
- RE: [CONCRETE] When Is Concrete "Cracked"?,
Richard L. Hess
- RE: [CONCRETE] When Is Concrete "Cracked"?,
Ehrlich, Gary
- RE: [CONCRETE] When Is Concrete "Cracked"?, Joel Adair
- RE: [CONCRETE] When Is Concrete "Cracked"?,
Ehrlich, Gary
- RE: [CONCRETE] When Is Concrete "Cracked"?, William.Sherman
- RE: [CONCRETE] When Is Concrete "Cracked"?, Scott Maxwell
- Re: OT--Beer - Since when is beer off topic?,
Christopher Wright
- Re: OT--Beer - Since when is beer off topic?, Ray Pixley
- <Possible follow-ups>
- Gusset Plates in Steel Bridges, Design, Evaluation and Retrofit, Abolhassan Astaneh-Asl
- RE: ACI - Z cracking,
Scott Maxwell
- RE: ACI - Z cracking,
William.Sherman
- RE: ACI - Z cracking, Scott Maxwell
- RE: ACI - Z cracking,
William.Sherman
- Re: Minimum footing steel,
Gerard Madden, SE
- Re: Minimum footing steel, Will Haynes
- RE: Minimum footing steel, Yousefi, Ben
- RE: Minimum footing steel,
Jason Christensen
- Re: Minimum footing steel, Gerard Madden, SE
- <Possible follow-ups>
- Re: Minimum footing steel, FSRahbar
- RE: Minimum footing steel,
David Merrick, SE
- RE: Minimum footing steel, Scott Maxwell
- RE: Code for Beam Analysis, Garner, Robert
- Re: Code for Beam Analysis, ali yehia
- Re: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A,
David Topete
- RE: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A, Terry Weatherby
- <Possible follow-ups>
- RE: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A,
Michel
- Re: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A, Gerard Madden, SE
- RE: How do you embed an image into your text in an email message?, Scott Maxwell
- Re: How do you embed an image into your text in an email message?, Daryl Richardson
- RE: Caifornia IR16-7,
Brian Gerving
- RE: Caifornia IR16-7, Larry Hauer
- Re: China EQ - Anybody see any rebar?, IRV FRUCHTMAN
- <Possible follow-ups>
- Re: China EQ - Anybody see any rebar?, Jnapd
- RE: China EQ - Anybody see any rebar?, Glen Underwood
- RE: WTC tech article,
David Fisher
- RE: WTC tech article, Harold Sprague
- RE: WTC tech article,
Michel Blangy
- RE: WTC tech article, David Fisher
- <Possible follow-ups>
- Re: WTC tech article, ECVAl3
- <Possible follow-ups>
- Re: Steel-Detail: How do you embed an image into your text in an email message?, Jnapd
- RE: Screw Anchors,
David Maynard
- Re: Screw Anchors,
Gerard Madden, SE
- RE: Screw Anchors, Doug Mayer
- Re: Screw Anchors,
Gerard Madden, SE
- <Possible follow-ups>
- Re: Screw Anchors, Jnapd
- Re: Screw Anchors, Rhkratzse
- RE: CMU Spec, Scott Maxwell
- RE: CMU Spec,
Terry Weatherby
- RE: CMU Spec, Scott Maxwell
- <Possible follow-ups>
- Re: CMU Spec,
Jnapd
- RE: CMU Spec, Scott Maxwell
- Re: CMU Spec,
Jnapd
- RE: CMU Spec, Scott Maxwell
- Re: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Will Haynes
- <Possible follow-ups>
- Re: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method",
AWC Info
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method",
Scott Maxwell
- Re: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", William Haynes
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Joseph R. Grill
- Re: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", William Haynes
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Gordon Goodell
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Scott Maxwell
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method",
Scott Maxwell
- RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", AWC Info
- Resident Engineer Manual,
Harold Sprague
- RE: Resident Engineer Manual, Ehrlich, Gary
- RE: CBC Ch 17,
Scott Maxwell
- RE: CBC Ch 17, Michel Blangy
- RE: Special Inspections was: CBC Ch 17, Harold Sprague
- <Possible follow-ups>
- RE: CBC Ch 17, Mark Gilligan
- RE: Concrete Assessment after Fire, Harold Sprague
- Re: Concrete Assessment after Fire, Steve Gordin
- Re: Was embedded timber post (80 Tons trailer impact on Structure), William Haynes
- Re: Was embedded timber post (80 Tons trailer impact on Structure), David Topete
- Re: Was embedded timber post (80 Tons trailer impact on Structure), Christopher Wright
- <Possible follow-ups>
- RE: Was embedded timber post (80 Tons trailer impact on Structure), Casey K. Hemmatyar
- RE: Was embedded timber post (80 Tons trailer impact on Structure),
Casey K. Hemmatyar
- Re: Was embedded timber post (80 Tons trailer impact on Structure), Christopher Wright
- Re: Was embedded timber post (80 Tons trailer impact on Structure), Jnapd
- Re: Was embedded timber post (80 Tons trailer impact on Structure), Casey K. Hemmatyar
- RE: Aluminum Exposed To Seawater,
Harold Sprague
- Re: Aluminum Exposed To Seawater, canitzcf
- RE:, phanikrishnab
- RE: bullet proof concrete?,
Harold Sprague
- RE: bullet proof concrete?,
Thor Tandy
- RE: bullet proof concrete?, Harold Sprague
- RE: bullet proof concrete?, Thor Tandy
- RE: bullet proof concrete?,
Thor Tandy
- Re: bullet proof concrete?, Jerry Coombs
- <Possible follow-ups>
- RE: bullet proof concrete?,
G Vishwanath
- Re: bullet proof concrete?, JC Wish L
- Re: Pages from AASHTO,
Steve Gordin
- RE: Pages from AASHTO, Joseph R. Grill
- <Possible follow-ups>
- RE: Special Inspections was: CBC Ch 17, Harold Sprague
- RE: Steel beam connection detail,
Harold Sprague
- Re: Steel beam connection detail,
Kevin Below
- Re: Steel beam connection detail, Kevin Below
- Re: Steel beam connection detail,
Kevin Below
- Re: 2007 cbc special seismic load combinations, David Topete
- RE: 2007 CBC special seismic load combinations,
Yousefi, Ben
- Re: 2007 CBC special seismic load combinations,
William Haynes
- RE: 2007 CBC special seismic load combinations, Mark D. Baker
- RE: 2007 CBC special seismic load combinations, Mark D. Baker
- Re: 2007 CBC special seismic load combinations, William Haynes
- RE: 2007 CBC special seismic load combinations, Scott Maxwell
- Re: 2007 CBC special seismic load combinations,
William Haynes
- <Possible follow-ups>
- RE: 2007 CBC special seismic load combinations,
Glen Underwood
- RE: 2007 CBC special seismic load combinations, Dennis Wish
- Message not available
- Re: Dubai building code, Gil Brock
- RE: Wind vs. Seismic Research for future job growth,
Scott Maxwell
- Re: Wind vs. Seismic Research for future job growth, David Topete
- RE: Wind vs. Seismic Research for future job growth,
Richard L. Hess
- Re: Wind vs. Seismic Research for future job growth,
David Topete
- Re: Wind vs. Seismic Research for future job growth, Michael Stone
- Re: Wind vs. Seismic Research for future job growth,
David Topete
- RE: non engineering building, Dennis Wish
- RE: non engineering building, Conrad Harrison
- Re: Concrete Filled HSS Section, Tom . Hunt
- RE: Concrete Filled HSS Section,
Scott Maxwell
- RE: Concrete Filled HSS Section, David Maynard
- Re: Concrete Filled HSS Section,
Gerard Madden, SE
- RE: Concrete Filled HSS Section, Joseph R. Grill
- Re: Concrete Filled HSS Section, Gerard Madden, SE
- RE: Concrete Filled HSS Section, Scott Maxwell
- RE: Concrete Filled HSS Section, Tom . Hunt
- RE: Concrete Filled HSS Section, Harold Sprague
- RE: Landslides and Earthquake, Harold Sprague
- Re: Landslides and Earthquake, David Topete
- RE: Building Code in Ohio, Scott Maxwell
- RE: Building Code in Ohio, John L. Smart
- Re: Building Code in Ohio, David Topete
- RE: Protection of Drain Pipe Under Mat Foundation,
Scott Maxwell
- RE: Protection of Drain Pipe Under Mat Foundation,
Bill Allen
- RE: Protection of Drain Pipe Under Mat Foundation, Scott Maxwell
- Re: Protection of Drain Pipe Under Mat Foundation, Daryl Richardson
- RE: Protection of Drain Pipe Under Mat Foundation,
Bill Allen
- RE: Protection of Drain Pipe Under Mat Foundation, Gaines, David
- Re: Protection of Drain Pipe Under Mat Foundation,
Steve Gordin
- Re: Protection of Drain Pipe Under Mat Foundation,
Gerard Madden, SE
- RE: Protection of Drain Pipe Under Mat Foundation, Bill Allen
- Re: Protection of Drain Pipe Under Mat Foundation, Gerard Madden, SE
- Re: Protection of Drain Pipe Under Mat Foundation, D E
- RE: Protection of Drain Pipe Under Mat Foundation, Bill Allen
- Re: Protection of Drain Pipe Under Mat Foundation, D E
- Re: Protection of Drain Pipe Under Mat Foundation,
Gerard Madden, SE
- Re: Pin Connected Members,
Christopher Wright
- Re: Pin Connected Members,
Jordan Truesdell, PE
- Re: Pin Connected Members, Christopher Wright
- Re: Pin Connected Members,
Jordan Truesdell, PE
- RE: Power Plants, Harold Sprague
- Re: Tale 6-1 of ASCE 7-05,
Chris Slater
- RE: Tale 6-1 of ASCE 7-05,
Scott Maxwell
- RE: Tale 6-1 of ASCE 7-05, Ehrlich, Gary
- RE: Tale 6-1 of ASCE 7-05, Scott Maxwell
- RE: Tale 6-1 of ASCE 7-05,
Scott Maxwell
- Re: 22H7 Joists, canitzcf
- Re: Utility Poles for Electric Power Distribution,
David Topete
- RE: Utility Poles for Electric Power Distribution, Micayas, Julius
- Re: Utility Poles for Electric Power Distribution,
Mark Johnson
- Re: Utility Poles for Electric Power Distribution, raincat1
- Re: Utility Poles for Electric Power Distribution, Jerry Coombs
- RE: Utility Poles for Electric Power Distribution,
David Finley
- RE: Utility Poles for Electric Power Distribution, Garner, Robert
- Re: Intermediate Moment Frame Connection, Tom . Hunt
- Re: ATS-109, Christopher Wright
- <Possible follow-ups>
- RE: ATS-109, Casey K. Hemmatyar
- Re: TMS 402/ASCE 4/ACI 530 Pilaster Question,
David Topete
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question,
Scott Maxwell
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question, Bill Allen
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question, Scott Maxwell
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question,
Scott Maxwell
- Re: TMS 402/ASCE 4/ACI 530 Pilaster Question, Steve Gordin
- Message not available
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question,
Christopher Banbury
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question, Bill Allen
- RE: TMS 402/ASCE 4/ACI 530 Pilaster Question,
Christopher Banbury
- Re: STEEL BOOK, jatech
- RE: STEEL BOOK, Garner, Robert
- RE: STEEL BOOK,
Marlou Rodriguez
- RE: STEEL BOOK, Dave Adams
- RE: STEEL BOOK, Scott Maxwell
- <Possible follow-ups>
- RE: STEEL BOOK, Acharya, Suresh
- Re: wind continued...,
Chris Slater
- RE: wind continued...,
David Fisher
- Re: wind continued..., Chris Slater
- RE: wind continued...,
David Fisher
- Re: 12" Hollow Core Plank Span, Gil Brock
- RE: 12" Hollow Core Plank Span, phanikrishnab
- Re: 12" Hollow Core Plank Span,
David Topete
- Earth/Paving to Wood Separation, Dave Adams
- Re: Truck Impact Load on the Wall, Jake Watson
- <Possible follow-ups>
- RE: Truck Impact Load on the Wall, Harold Sprague
- Re: Truck Impact Load on the Wall, Rhkratzse
- Re: structual observation, David Topete
- RE: Pile cap plate to pile connection, Harold Sprague
- RE: Seismic loads using ASCE 7, Doug Mayer
- Re: Seismic loads using ASCE 7, Chris Slater
- RE: Seismic loads using ASCE 7, Terry Weatherby
- <Possible follow-ups>
- Re: Seismic loads using ASCE 7, Jnapd
- Re: Seismic loads using ASCE 7, ASLCSE
- Re: structural observation, Chris Slater
- <Possible follow-ups>
- RE: structural observation, Christopher Banbury
- Re: Tornado Alley construction, Jerry Coombs
- RE: Tornado Alley construction,
Dave Adams
- Re: Tornado Alley construction, David Topete
- RE: Tornado Alley construction,
Scott Maxwell
- Re: Tornado Alley construction,
David Topete
- RE: Tornado Alley construction, Scott Maxwell
- RE: Tornado Alley construction, Jerry Coombs
- Re: Tornado Alley construction,
David Topete
- <Possible follow-ups>
- Re: Tornado Alley construction, Jnapd
- Re: Tornado Alley construction,
Jnapd
- RE: Tornado Alley construction, Scott Maxwell
- Re: Tornado Alley construction,
Jnapd
- RE: Tornado Alley construction, Scott Maxwell
- RE: Tornado Alley construction, Jerry Coombs
- Re: Story Drift - Cracked or Uncracked Section Properties,
Tom . Hunt
- Re: Story Drift - Cracked or Uncracked Section Properties, Gerard Madden, SE
- RE: Story Drift - Cracked or Uncracked Section Properties,
Scott Maxwell
- Re: Story Drift - Cracked or Uncracked Section Properties,
William Haynes
- RE: Story Drift - Cracked or Uncracked Section Properties, Scott Maxwell
- Re: Story Drift - Cracked or Uncracked Section Properties, William Haynes
- RE: Story Drift - Cracked or Uncracked Section Properties, Scott Maxwell
- Re: Story Drift - Cracked or Uncracked Section Properties,
William Haynes
- Re: 2006 IBC partition loads, Gerard Madden, SE
- RE: 2006 IBC partition loads, Scott Maxwell
- <Possible follow-ups>
- Re: 2006 IBC partition loads, ECVAl3
- RE: tornado alley,
Scott Maxwell
- RE: tornado alley, Dave Adams
- <Possible follow-ups>
- RE: tornado alley, Conrad Harrison
- RE: 30" wide catwalk, David Maynard
- Re: 30" wide catwalk, Drew Morris
- Re: 30" wide catwalk,
Tom . Hunt
- Re: 30" wide catwalk,
David Topete
- Re: 30" wide catwalk, Gary L. Hodgson and Assoc.
- Re: 30" wide catwalk,
David Topete
- RE: China EQ,
Terry Weatherby
- RE: China EQ, David Fisher
- <Possible follow-ups>
- RE: China EQ,
Acharya, Suresh
- Re: China EQ,
Drew Morris
- Re: China EQ, Ralph Kratz
- Re: China EQ,
Drew Morris
- RE: China EQ, Acharya, Suresh
- RE: Wind Load on Deep Snow Profile, Ehrlich, Gary
- Re: Wind Load on Deep Snow Profile,
Jake Watson
- Re: Wind Load on Deep Snow Profile, Paul Blomberg
- RE: 1 or 2 piles under a cap,
David Maynard
- Re: 1 or 2 piles under a cap,
Jordan Truesdell, PE
- RE: 1 or 2 piles under a cap, David Maynard
- Re: 1 or 2 piles under a cap,
Jordan Truesdell, PE
- Re: A little help, please!, William Haynes
- RE: Brittle and Ductile steel elements,
Garner, Robert
- Re: Brittle and Ductile steel elements, Christopher Wright
- RE: Brittle and Ductile steel elements,
Wesley Werner
- Re: Brittle and Ductile steel elements,
Drew Morris
- RE: Brittle and Ductile steel elements, Wesley Werner
- Re: Brittle and Ductile steel elements,
Drew Morris
- Re: Brittle and Ductile steel elements, Christopher Wright
- <Possible follow-ups>
- RE: Brittle and Ductile steel elements, Tom . Hunt
- Re: 1985 pre-manufactured building,
ron buchko
- Re: 1985 pre-manufactured building, Drew Morris
- RE: EBF Systems, Conrad Harrison
- <Possible follow-ups>
- RE: moment frame achorage,
Mark Gilligan
- RE: moment frame achorage, Joseph Eribarne
- <Possible follow-ups>
- Re: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?,
Chris Slater
- RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?,
Dennis Wish
- RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Conrad Harrison
- Re: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Daryl Richardson
- RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Dennis Wish
- RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Conrad Harrison
- RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?,
Dennis Wish
- Re: Property Line Retaining Wall Drainage,
David Topete
- Re: Property Line Retaining Wall Drainage, Kevin Below
- <Possible follow-ups>
- Re: Property Line Retaining Wall Drainage,
Rhkratzse
- Re: Property Line Retaining Wall Drainage, Gerard Madden, SE
- <Possible follow-ups>
- Re: Multi-Lat 2008 Beta Tester Availability,
sscholl2(--nospam--at)juno.com
- Post-tension question, Said El-Siss
- Re: Separation of wood from slabs in the CBC?, Gerard Madden, SE
- Message not available
- RE: Separation of wood from slabs in the CBC?, Christopher Banbury
- RE: Ata Khan is out of the office., Ray Pixley
- <Possible follow-ups>
- RE: Overstrength Factored Load exception, Acharya, Suresh
- Re: Overstrength Factored Load exception, ECVAl3
- RE: Concrete Masonry Arch, Randall Moore PE SE
- RE: Concrete Masonry Arch, Scott Maxwell
- RE: Concrete Masonry Arch, Michelle Motchos
- RE: Federal Project - Seismic Question, Scott Maxwell
- RE: Residential Foundation Tipping,
David Maynard
- Re: Residential Foundation Tipping, Steve Gordin
- RE: Residential Foundation Tipping,
Michel Blangy
- RE: Residential Foundation Tipping, David Maynard
- RE: Residential Foundation Tipping, Lloyd Pack
- Re: Residential Foundation Tipping,
Tarek Mokhtar
- RE: Residential Foundation Tipping, David Maynard
- Re: Residential Foundation Tipping,
Steve Gordin
- RE: Residential Foundation Tipping, David Maynard
- RE: Residential Foundation Tipping, Scott Maxwell
- RE: Flat Slab Punching Shear Reinf.,
Scott Maxwell
- Re: Flat Slab Punching Shear Reinf.,
William Haynes
- RE: Flat Slab Punching Shear Reinf., Scott Maxwell
- RE: Flat Slab Punching Shear Reinf., Scott Maxwell
- Re: Flat Slab Punching Shear Reinf., William Haynes
- Re: Flat Slab Punching Shear Reinf.,
William Haynes
- Re: I'm I just a small thinker?, Steve Gordin
- Re: I'm I just a small thinker?, ndz28
- RE: I'm I just a small thinker?,
David Maynard
- RE: I'm I just a small thinker?,
Scott Maxwell
- Re: I'm I just a small thinker?, Stan Caldwell
- Re: I'm I just a small thinker?, David Topete
- RE: I'm I just a small thinker?, David Maynard
- Re: I'm I just a small thinker?, Stan Caldwell
- RE: I'm I just a small thinker?, Bill Allen
- RE: I'm I just a small thinker?, Scott Maxwell
- Re: I'm I just a small thinker?, Jordan Truesdell, PE
- Re: I'm I just a small thinker?, ndz28
- RE: I'm I just a small thinker?,
Scott Maxwell
- RE: WA SE III Exam,
Scott Maxwell
- Re: WA SE III Exam,
Jake Watson
- RE: WA SE III Exam, Scott Maxwell
- RE: WA SE III Exam, Scott Maxwell
- RE: WA SE III Exam, Marlou Rodriguez
- Re: WA SE III Exam, Gerard Madden, SE
- RE: WA SE III Exam, Marlou Rodriguez
- Re: WA SE III Exam,
Jake Watson
- RE: WINDOWS SELF WEIGHT, Scott Maxwell
- <Possible follow-ups>
- Windows Self Weight, Jim Lutz
- RE: EPS supplier and retaining wall retrofit, Ehrlich, Gary
- RE: [SPAM]EPS supplier and retaining wall retrofit, Donald Bruckman
- RE: EPS supplier and retaining wall retrofit, Brian Gerving
- RE: EPS supplier and retaining wall retrofit, Scott Maxwell
- RE: Fees for Publications & Seminar,
Scott Maxwell
- Re: Fees for Publications & Seminar, David Topete
- RE: Fees for Publications & Seminar, Bill Allen
- <Possible follow-ups>
- RE: Fees for Publications & Seminar, Conrad Harrison
- RE: Fees for Publications & Seminar, Conrad Harrison
- Re: I'm I just a small thinker? P____d!,
Christopher Wright
- Re: I'm I just a small thinker? P____d!, Gary L. Hodgson and Assoc.
- RE: Getting back on listserver, Jim Chatterley
- Re: Getting back on listserver, David Topete
- <Possible follow-ups>
- R=3 Application for Non-building Structures, Dmitri Wright
- RE: R=3 Application for Non-building Structures, Teo, KP
- Re: Wood Difference, Mark Johnson
- <Possible follow-ups>
- Re: Wood Difference,
Rhkratzse
- Re: Wood Difference,
D E
- RE: Wood Difference, Conrad Harrison
- Re: Wood Difference,
Jordan Truesdell, PE
- RE: Wood Difference, Scott Maxwell
- Re: Wood Difference,
D E
- RE: www.seismicfactor.com,
Michel Blangy
- Re: www.seismicfactor.com,
Chris Slater
- RE: www.seismicfactor.com, Gordon Goodell
- RE: www.seismicfactor.com, xmy987
- Re: www.seismicfactor.com, Chris Tse
- Re: www.seismicfactor.com, Chris Tse
- RE: www.seismicfactor.com, Dennis Wish
- RE: www.seismicfactor.com, xmy987
- RE: www.seismicfactor.com, Dennis Wish
- Re: www.seismicfactor.com,
Chris Slater
- Re: Elevator Loads,
David Topete
- RE: Elevator Loads, David Fisher
- Re: Elevator Loads,
Rick
- Re: Elevator Loads,
David Topete
- Re: Elevator Loads, Rick
- RE: Elevator Loads, John J. Treff
- Re: Elevator Loads,
David Topete
- RE: Elevator Loads, Micayas, Julius
- RE: www.seismicfactor.com <Warning!!>, Dennis Wish
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