SEAINT Mail Archive 2006 (Apr-Jun)
Civil and Structural Engineering discussions by thread
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Messages: 2110
- <Possible follow-ups>
- RE: A325 Anchor rods?, Polhemus, Bill
- <Possible follow-ups>
- RE: Who decides top of concrete level?,
Rick Stone
- Re: Who decides top of concrete level?, Paul Feather
- RE: Who decides top of concrete level?,
Sherman, William
- RE: Who decides top of concrete level?, Kevin Below
- Re: Who decides top of concrete level?, Aswin Rangaswamy
- <Possible follow-ups>
- RE: Inverted Key vs Starter Wall, Polhemus, Bill
- RE: Inverted Key vs Starter Wall,
Sherman, William
- Re: Inverted Key vs Starter Wall, Joseph Grill
- RE: Inverted Key vs Starter Wall,
Polhemus, Bill
- RE: Inverted Key vs Starter Wall, Joe Grill
- Re: Inverted Key vs Starter Wall, Mark D. Anderson PE
- Re: Inverted Key vs Starter Wall, Paul Feather
- Re: Lotus to Excel,
Avicpeng
- Re: Lotus to Excel, Scott Maxwell
- <Possible follow-ups>
- Re: Lotus to Excel, Neil Moore
- Re: Lotus to Excel, Polhemus, Bill
- Re: phi in both sides of formula 14-1,
Christopher Wright
- RE: phi in both sides of formula 14-1,
Roy Harrison
- Re: phi in both sides of formula 14-1, Christopher Wright
- RE: phi in both sides of formula 14-1,
Roy Harrison
- autocad to ansys, behnam heydari
- <Possible follow-ups>
- RE: autocad to ansys,
Polhemus, Bill
- Re: autocad to ansys, Jake Watson
- <Possible follow-ups>
- RE: Project Management, Polhemus, Bill
- RE: Frost depth in Northern Jordan,
Harold Sprague
- Re: Frost depth in Northern Jordan, Daryl Richardson
- Re: Frost depth in Northern Jordan,
Jim Hannah
- Re: Frost depth in Northern Jordan,
Neil Moore
- Re: Frost depth in Northern Jordan, Harold Sprague
- Re: Frost depth in Northern Jordan,
Neil Moore
- <Possible follow-ups>
- RE: Frost depth in Northern Jordan, Yavuz Seymen
- RE: Frost depth in Northern Jordan, Ed . Haninger
- RE: Please excuse my ignorance (Was: Who decides top of concrete level?), Gerard Madden, SE
- Re: Wind Loads for Tower,
Paul Feather
- Re: Wind Loads for Tower, Syed A Masroor
- RE: Piling for a Marina w/ difficult soil conditions,
Richard L. Hess
- Re: Piling for a Marina w/ difficult soil conditions,
Jordan Truesdell, PE
- Re: Piling for a Marina w/ difficult soil conditions, Scott Maxwell
- RE: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
- Re: Piling for a Marina w/ difficult soil conditions,
Jordan Truesdell, PE
- Re: Piling for a Marina w/ difficult soil conditions,
Daryl Richardson
- Re: Piling for a Marina w/ difficult soil conditions,
hadiprawira djohan
- Re: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
- Re: Piling for a Marina w/ difficult soil conditions,
hadiprawira djohan
- RE: Piling for a Marina w/ difficult soil conditions, Kevin Below
- <Possible follow-ups>
- RE: Piling for a Marina w/ difficult soil conditions, Stuart, Matthew
- RE: Piling for a Marina w/ difficult soil conditions, Polhemus, Bill
- Re: Piling for a Marina w/ difficult soil conditions,
TBCoull
- Re: Piling for a Marina w/ difficult soil conditions, Gary Hodgson & Associates
- Message not available
- Re: Looking for contact,
Neil Moore
- Re: Looking for contact, canitzcf
- RE: Looking for contact, SEAINTLIST
- Re: Looking for contact,
Neil Moore
- <Possible follow-ups>
- Looking for contact, Tom . Hunt
- Looking for contact, Ed . Haninger
- <Possible follow-ups>
- RE: Hydrophillic Water Stops, Sherman, William
- Re: Forensic Engineers (Arizona), bcainse
- <Possible follow-ups>
- Re: Forensic Engineers (Arizona),
Stanley E Scholl
- RE: Forensic Engineers (Arizona), Gerard Madden, SE
- RE: Forensic Engineers (Arizona), Polhemus, Bill
- Re: Forensic Engineers (Arizona),
GSKWY
- Re: Forensic Engineers (Arizona), Paul Blomberg
- RE: Forensic Engineers (Arizona), Joe Grill
- RE: Forensic Engineers (Arizona), Polhemus, Bill
- Re: Forensic Engineers (Arizona),
GSKWY
- Re: Forensic Engineers (Arizona), Daryl Richardson
- RE: Forensic Engineers (Arizona),
Polhemus, Bill
- RE: Forensic Engineers (Arizona),
Gary Hodgson & Associates
- Re: Forensic Engineers (Arizona), Jordan Truesdell, PE
- RE: Forensic Engineers (Arizona), Scott Maxwell
- Re: Forensic Engineers (Arizona), bcainse
- RE: Forensic Engineers (Arizona),
Gary Hodgson & Associates
- RE: Forensic Engineers (Arizona), Polhemus, Bill
- RE: Forensic Engineers (Arizona),
Polhemus, Bill
- Re: Forensic Engineers (Arizona),
Jordan Truesdell, PE
- RE: Forensic Engineers (Arizona), Gerard Madden, SE
- Re: Forensic Engineers (Arizona),
Jordan Truesdell, PE
- RE: Forensic Engineers (Arizona), Polhemus, Bill
- RE: Forensic Engineers (Arizona),
Polhemus, Bill
- RE: Forensic Engineers (Arizona), Gerard Madden, SE
- Re: Forensic Engineers (Arizona), Rhkratzse
- Re: shear connection in BS, Structural Engineer
- Re: IBC Building Category, David Topete
- Re: IBC Building Category, Jim Wilson
- Monorail Design,
David Maynard
- RE: Monorail Design, Gunnar H. Isleifsson
- Re: Monorail Design,
Daryl Richardson
- Building constructability, Neil Moore
- Re: Monorail Design, Jim Hannah
- <Possible follow-ups>
- Monorail Design, Gary Hodgson & Associates
- Re: Monorail design, Paul Ransom
- <Possible follow-ups>
- Sodium bentonite, Tom . Hunt
- Sodium bentonite, Ed . Haninger
- Re: Sodium Bentonite,
Thor Matteson
- Re: Sodium Bentonite, James Cohen
- Re: Sodium Bentonite, Tom . Hunt
- Re: Sodium Bentonite, Ed . Haninger
- RE: Latest US News and World Report CE Rankings, David Fisher
- <Possible follow-ups>
- RE: Latest US News and World Report CE Rankings, Dellies, Teresa M.
- RE: Purdue and Wisconsin, Josh Comfort
- <Possible follow-ups>
- RE: Purdue and Wisconsin,
Polhemus, Bill
- RE: Purdue and Wisconsin, David Fisher
- RE: Purdue and Wisconsin,
Polhemus, Bill
- RE: Purdue and Wisconsin, David Fisher
- RE: Purdue and Wisconsin, Polhemus, Bill
- Re: SAE 1009,
Christopher Wright
- Re: SAE 1009,
Arturo Martinez
- Re: SAE 1009, Robert Kazanjy
- Re: SAE 1009, Christopher Wright
- Re: SAE 1009,
Arturo Martinez
- Re: Welding Failures, Tom . Hunt
- Re: Welding Failures, Christopher Wright
- <Possible follow-ups>
- Welding Failures, Tom . Hunt
- Welding Failures, Ed . Haninger
- RE: Welding Failures,
Polhemus, Bill
- RE: Welding Failures, Tom . Hunt
- Re: Welding Failures, Christopher Wright
- RE: Welding Failures,
Polhemus, Bill
- RE: Welding Failures - Welding Symbols, Tom . Hunt
- RE: Welding Failures, dave lowen
- RE: Welding Failures,
Harold Sprague
- Re: Welding Failures,
Christopher Wright
- RE: Welding Failures, dave lowen
- Re: Welding Failures, S. Gordin
- RE: Welding Failures, Gary Hodgson & Associates
- Re: Welding Failures,
Christopher Wright
- Re: Welding Failures, Harold Sprague
- RE: Welding Failures,
Harold Sprague
- RE: Welding Failures,
dave lowen
- Re: Welding Failures, Christopher Wright
- RE: Welding Failures,
dave lowen
- RE: Welding Failures, Harold Sprague
- RE: Welding Failures,
Garner, Robert
- RE: Welding Failures, Harold Sprague
- RE: Welding Failures, Harold Sprague
- RE: Welding Failures,
Garner, Robert
- RE: Welding Failures, Harold Sprague
- RE: Welding Failures,
Jim Getaz
- Re: Welding Failures, Christopher Wright
- RE: Welding Failures, Harold Sprague
- RE: Humor [waaaaaaay OT], Gerard Madden, SE
- RE: Etabs 9.0, Gerard Madden, SE
- Re: Simple Excel Visual Basic question., Carlos Avila
- <Possible follow-ups>
- Re: Simple Excel Visual Basic question., Suresh Acharya
- RE: Simple Excel Visual Basic question.,
Stefan Reumers
- RE: Simple Excel question.,
Gary Hodgson & Associates
- Re: Simple Excel question., Jordan Truesdell, PE
- RE: Simple Excel question.,
Gary Hodgson & Associates
- RE: Simple Excel VISUAL Basic question., Casey K. Hemmatyar
- Re: Weld Symbols, Christopher Wright
- <Possible follow-ups>
- Re: Weld Symbols, Mark Gilligan
- Re: Weld Symbols, James Getaz
- Re: Weld Symbols,
Paul Ransom
- Re: Weld Symbols, Christopher Wright
- <Possible follow-ups>
- Career opportunity from Quadrum inc., Anastasia
- Career opportunity from Quadrum inc.,
Sebastian
- RE: Career opportunity from Quadrum inc.,
dave lowen
- Re: Career opportunity from Quadrum inc., S. Gordin
- RE: Career opportunity from Quadrum inc.,
dave lowen
- Career opportunity from Quadrum inc., Sebastian
- Career opportunity from Quadrum inc., Sebastian
- Career opportunity from Quadrum inc., Bernadine
- Career opportunity from Quadrum inc., Nelda
- RE: R-Factors Coldform hat sections, Roy Harrison
- <Possible follow-ups>
- Re: R-Factors Coldform hat sections, Paul Ransom
- Re: Hyatt Regency,
Robert Kazanjy
- Re: Hyatt Regency,
Harold Sprague
- Re: Hyatt Regency, Robert Kazanjy
- Re: Hyatt Regency,
Harold Sprague
- <Possible follow-ups>
- Re: Hyatt Regency, Harold Sprague
- RE: Hyatt Regency, Dave Adams
- RE: Hyatt Regency,
Harold Sprague
- Re: Hyatt Regency, Drew Morris
- Re: Equivalent concrete thickness for masonry, Neil Moore
- Re: Equivalent concrete thickness for masonry,
Paul Feather
- Re: Equivalent concrete thickness for masonry,
Anantha Narayan C.K.
- Re: Equivalent concrete thickness for masonry, Paul Feather
- Re: Equivalent concrete thickness for masonry,
Anantha Narayan C.K.
- RE: analysis of msb considering non linear behavior of soil, Harold Sprague
- Re: "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Daryl Richardson
- <Possible follow-ups>
- RE: "Comprehensive Report on Structural Failure Available to the Public" (WAS: Hyatt Regency), Polhemus, Bill
- Re: SUSPENDED CEILING WEIGHT, James Cohen
- <Possible follow-ups>
- Re: SUSPENDED CEILING WEIGHT, Tom . Hunt
- Re: SUSPENDED CEILING WEIGHT, Ed . Haninger
- RE: SUSPENDED CEILING WEIGHT, Bruce Holcomb
- RE: P-Delta Code Question, Eric Ober
- Re: P-Delta Code Question, Syed A Masroor
- <Possible follow-ups>
- RE: P-Delta Code Question, Polhemus, Bill
- Re: shale backfill, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: <not needed>, Polhemus, Bill
- Re: Seismic tank design, Aswin Rangaswamy
- RE: Seismic tank design, Richard L. Hess
- <Possible follow-ups>
- Re: Seismic tank design, Jnapd
- <Possible follow-ups>
- RE: Simple Excel question., Casey K. Hemmatyar
- RE: Simple Excel question., Polhemus, Bill
- RE: Porch roofs replacement at brick veneer,
Jeffrey Fertich
- Re: Porch roofs replacement at brick veneer,
Jordan Truesdell, PE
- Re: Porch roofs replacement at brick veneer, Jeffrey Fertich
- Re: Porch roofs replacement at brick veneer,
Jordan Truesdell, PE
- RE: 10 PSF Minimum Wind Load,
Jason Christensen
- RE: 10 PSF Minimum Wind Load,
Rich Lewis
- RE: 10 PSF Minimum Wind Load, Jason Christensen
- RE: 10 PSF Minimum Wind Load,
Rich Lewis
- <Possible follow-ups>
- RE: 10 PSF Minimum Wind Load, Kestner, James W.
- RE: Constructability article in April MSC, Christopher
- Re: Constructability article in April MSC, Brian K. Smith
- <Possible follow-ups>
- RE: Constructability article in April MSC,
Mike Jones
- RE: Constructability article in April MSC, Jeremy White
- Re: Constructability article in April MSC, Jordan Truesdell, PE
- RE: Constructability article in April MSC, Garner, Robert
- RE: Constructability article in April MSC, Michelle Motchos
- RE: Constructability article in April MSC,
Mike Jones
- RE: Constructability article in April MSC,
Gerard Madden, SE
- RE: Constructability article in April MSC, Josh Comfort
- RE: Constructability article in April MSC,
Gerard Madden, SE
- RE: Constructability article in April MSC, Mike Jones
- RE: Constructability article in April MSC, Garner, Robert
- RE: HELP! Once again - City Business License issue, Gerard Madden, SE
- RE: 10 PSF Minimum Wind Load (IBC 2003 ), Radu Petrovici
- Re: Welding Failures [subcategory: old riveters], Gary Hodgson & Associates
- RE: Lumber Lengths,
Bill Allen
- RE: Lumber Lengths, David Fisher
- RE: Lumber Lengths, Gerard Madden, SE
- <Possible follow-ups>
- Re: Lumber Lengths,
Jnapd
- RE: Lumber Lengths, Gerard Madden, SE
- RE: Lumber Lengths,
Polhemus, Bill
- RE: Lumber Lengths, Gerard Madden, SE
- RE: Lumber Lengths, Polhemus, Bill
- RE: Lumber Lengths, Polhemus, Bill
- Re: OT: My 15 seconds of fame. :), Christopher Wright
- Re: OT: My 15 seconds of fame. :), Padmanabhan Rajendran
- Re: OT: My 15 seconds of fame. :), Daryl Richardson
- Re: Pile Interconnection (CBC & IBC),
Paul Feather
- Re: Pile Interconnection (CBC & IBC), Ashraf Manjappara
- <Possible follow-ups>
- Re: Pile Interconnection (CBC & IBC),
Mark Gilligan
- RE: Pile Interconnection (CBC & IBC), Roy Harrison
- RE: Pile Interconnection (CBC & IBC), Casey K. Hemmatyar
- <Possible follow-ups>
- Re: Truss disassembly, Stanley E Scholl
- RE: Request for Joist Load Table, Harold Sprague
- Re: Request for Joist Load Table,
Ashraf Manjappara
- Re: Request for Joist Load Table,
David Topete
- Re: Request for Joist Load Table, Ashraf Manjappara
- Re: Request for Joist Load Table, David Topete
- Re: Request for Joist Load Table,
David Topete
- <Possible follow-ups>
- RE: Request for Joist Load Table, Polhemus, Bill
- Re: Request for Joist Load Table, Harold Sprague
- RE: Request for Joist Load Table, Polhemus, Bill
- RE: Request for Joist Load Table, Harold Sprague
- RE: Request for Joist Load Table, Polhemus, Bill
- Re: about ACI, Ed . Haninger
- Re: COMPUTER: "Kiosk" for Powerpoint Presentation, Neil Moore
- <Possible follow-ups>
- RE: COMPUTER: "Kiosk" for Powerpoint Presentation, Tom Skaggs
- Monday Morning Quiz,
Bill Allen
- Re: Monday Morning Quiz,
Jordan Truesdell, PE
- RE: Monday Morning Quiz, Bill Allen
- Re: Monday Morning Quiz, Gary Hodgson & Associates
- Re: Monday Morning Quiz,
Jordan Truesdell, PE
- <Possible follow-ups>
- RE: about ACI (min. Shear Reinforcement), Pilarski, Paul
- RE: about ACI (min. Shear Reinforcement), Jim Getaz
- <Possible follow-ups>
- Re: Concrete bearing friction coefficient, Jim Getaz
- <Possible follow-ups>
- RE: Monday Morning Quiz, Polhemus, Bill
- RE: Monday Morning Quiz,
Kestner, James W.
- RE: Monday Morning Quiz, Bill Allen
- RE: Monday Morning Quiz,
Kestner, James W.
- Re: Monday Morning Quiz, Christopher Wright
- RE: Monday Morning Quiz, Polhemus, Bill
- Re: Building on Fault Lines, S. Gordin
- Re: Building on Fault Lines, Tom . Hunt
- RE: Building on Fault Lines,
Bill Allen
- Re: Building on Fault Lines, S. Gordin
- Re: Building on Fault Lines, Paul Feather
- Re: Building on Fault Lines,
Paul Feather
- Re: Building on Fault Lines and SF Earthquake, Neil Moore
- Re: Building on Fault Lines, bcainse
- <Possible follow-ups>
- Re: Building on Fault Lines, Suresh Acharya
- <Possible follow-ups>
- RE: Sx in Tables 3-2 of New Steel Construction Manual ???, Carter, Charlie
- Re: Etabs Shearwalls, Anantha Narayan C.K.
- <Possible follow-ups>
- Re: Etabs Shearwalls,
Tim Shannon
- Re: Etabs Shearwalls,
Jake Watson
- Re: Etabs Shearwalls, Tim Shannon
- Re: Etabs Shearwalls,
Jake Watson
- <Possible follow-ups>
- RE: Sx -Zx Strength-Deflection Tables 3-2 AISC Manual, Carter, Charlie
- RE: Sx -Zx Strength-Deflection Tables 3-2 AISC Manual, Polhemus, Bill
- RE: Anchorage to Cobbled Foundation, Nels Roselund
- RE: Anchorage to Cobbled Foundation, SEAINTLIST
- <Possible follow-ups>
- RE: Anchorage to Cobbled Foundation, Gary Loomis
- Re: Concrete - concrete friction., Syed A Masroor
- Re: ASTM A 131 A,
Tom . Hunt
- RE: ASTM A 131 A,
David M. Watt
- RE: ASTM A 131 A, Tom . Hunt
- RE: ASTM A 131 A, dave lowen
- RE: ASTM A 131 A,
David M. Watt
- <Possible follow-ups>
- RE: ASTM A 131 A, Michelle Motchos
- Re: Reinforcing for Anchor Bolt Breakout, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: Reinforcing for Anchor Bolt Breakout, Polhemus, Bill
- RE: Reinforcing for Anchor Bolt Breakout, Haan, Scott M POA
- RE: Reinforcing for Anchor Bolt Breakout, Polhemus, Bill
- RE: Reinforcing for Anchor Bolt Breakout,
Smith, Edgar
- RE: Reinforcing for Anchor Bolt Breakout,
Joe Grill
- Re: Reinforcing for Anchor Bolt Breakout, Jordan Truesdell, PE
- Re: Reinforcing for Anchor Bolt Breakout, Scott Maxwell
- RE: Reinforcing for Anchor Bolt Breakout, Joe Grill
- RE: Reinforcing for Anchor Bolt Breakout, Rich Lewis
- RE: Reinforcing for Anchor Bolt Breakout,
Joe Grill
- RE: Reinforcing for Anchor Bolt Breakout, Gary Loomis
- RE: Reinforcing for Anchor Bolt Breakout, Jake Olsen
- RE: Manufactured Home Foundation, Gerard Madden, SE
- Re: Manufactured Home Foundation, Daryl Richardson
- Re: Manufactured Home Foundation, kevinpolin
- <Possible follow-ups>
- RE: Manufactured Home Foundation, Haan, Scott M POA
- RE: Manufactured Home Foundation, Gary Loomis
- Re: Manufactured Home Foundation, BCainse
- Re: Lag Bolt Zperp values in thin members,
chuck utzman
- Re: Lag Bolt Zperp values in thin members,
Jordan Truesdell, PE
- Re: Lag Bolt Zperp values in thin members, chuck utzman
- Re: Lag Bolt Zperp values in thin members, Jordan Truesdell, PE
- Re: Lag Bolt Zperp values in thin members,
Jordan Truesdell, PE
- Re: Lag Bolt Zperp values in thin members,
Gary Hodgson & Associates
- Re: Lag Bolt Zperp values in thin members, Jordan Truesdell, PE
- Re: Letter from Contractor,
Brian K. Smith
- Re: Letter from Contractor,
Neil Moore
- Re: Letter from Contractor, Brian K. Smith
- Re: Letter from Contractor, Neil Moore
- Re: Letter from Contractor, Gary Hodgson & Associates
- Re: Letter from Contractor,
Neil Moore
- RE: Letter from Contractor, Gerard Madden, SE
- Re: Letter from Contractor, David Topete
- <Possible follow-ups>
- RE: Letter from Contractor, Polhemus, Bill
- Re: Letter from Contractor, Rhkratzse
- RE: Letter from Contractor, Haan, Scott M POA
- Re: Letter from Contractor, DA
- Re: Letter from Contractor, Rhkratzse
- RE: Letter from Contractor, Stuart, Matthew
- RE: Letter from Contractor, Polhemus, Bill
- RE: Letter from Contractor, David Adie
- RE: Letter from Contractor,
Stuart, Matthew
- Message not available
- Local disaster recover questions, Neil Moore
- RE: Local disaster recover questions, Harold Sprague
- Message not available
- Re: Retaining Wall software survey,
David Smith
- Re: Retaining Wall software survey,
kevinpolin
- Re: Retaining Wall software survey, Jim Hannah
- RE: Retaining Wall software survey, Bill Allen
- Re: Retaining Wall software survey, Jorge Jimenez
- Re: Retaining Wall software survey, bcainse
- Re: Retaining Wall software survey,
kevinpolin
- RE: Retaining Wall software survey, M. David Finley, P.E., P.A.
- <Possible follow-ups>
- RE: Retaining Wall software survey, Michael Bryson
- Re: Retaining Wall software survey, Stanley E Scholl
- RE: Retaining Wall software survey, Polhemus, Bill
- RE: Retaining Wall software survey,
Mike Jones
- RE: Retaining Wall software survey,
M. David Finley, P.E., P.A.
- Re: Retaining Wall software survey, Jordan Truesdell, PE
- RE: Retaining Wall software survey, kevinpolin
- RE: Retaining Wall software survey,
M. David Finley, P.E., P.A.
- RE: Retaining Wall software survey, Polhemus, Bill
- Re: Retaining Wall software survey, ASLCSE
- Re: Retaining Wall software survey, ASLCSE
- RE: Retaining Wall software survey, Gautam Manandhar
- Re: Retaining Wall software survey, NDZ28
- RE: Retaining Wall software survey, Mark Johnson
- RE: Retaining Wall software survey, Dellies, Teresa M.
- RE: Retaining Wall software survey, Gautam Manandhar
- Re: archives, Scott Maxwell
- Re: Local disaster recovery Questions, Daryl Richardson
- Re: was: Re: Retaining Wall software survey : Proof?,
Gary Hodgson & Associates
- RE: was: Re: Retaining Wall software survey : Proof?,
Rich Lewis
- Re: was: Re: Retaining Wall software survey : Proof?, Daryl Richardson
- RE: was: Re: Retaining Wall software survey : Proof?,
Rich Lewis
- RE: Re: Retaining Wall software survey : Proof?,
Joe Grill
- Re: Retaining Wall software survey : Proof?, chuck utzman
- <Possible follow-ups>
- Re: FEMA 361 - Hurricane Shelters, Rhkratzse
- RE: FEMA 361 - Hurricane Shelters, John C. Jones
- RE: FEMA 361 - Hurricane Shelters, Polhemus, Bill
- Re: FEMA 361 - Hurricane Shelters, Rhkratzse
- <Possible follow-ups>
- RE: 9-11 free-fall, Carter, Charlie
- 9-11 free-fall, David Merrick
- RE: 9-11 free-fall, Polhemus, Bill
- <Possible follow-ups>
- Excellent opportunity at the City of Santa Monica, Ed . Haninger
- Excellent opportunity at the City of Santa Monica, Tom . Hunt
- <Possible follow-ups>
- RE: Heritage Building - Excessively Thin Roof Slab, Kestner, James W.
- RE: Heritage Building - Excessively Thin Roof Slab, Kevin Elbury
- Re: Pipe rack modeling, Tom . Hunt
- Re: Pipe rack modeling,
kevinpolin
- RE: Pipe rack modeling, Gerard Madden, SE
- Free advertising,
Javier Encinas
- RE: Free advertising, Bill Allen
- Re: Free advertising, kevinpolin
- RE: Free advertising, C.G. Construcciones, C.A.
- <Possible follow-ups>
- RE: Pipe rack modeling, Scott, William N.
- Re: heritage building, Daryl Richardson
- Re: STAADPro 2004 VS RISA-3D and others,
Avicpeng
- RE: STAADPro 2004 VS RISA-3D and others,
Clint Strain
- Re: STAADPro 2004 VS RISA-3D and others, Avicpeng
- RE: STAADPro 2004 VS RISA-3D and others,
Clint Strain
- Re: STAADPro 2004 VS RISA-3D and others,
Gary Hodgson & Associates
- RE: STAADPro 2004 VS RISA-3D and others, Mark Francois
- Re: Admixtures for Concrete Clarifier Tank, Tom . Hunt
- RE: Admixtures for Concrete Clarifier Tank, Harold Sprague
- Re: Admixtures for Concrete Clarifier Tank - further thoughts, Dave Handy
- <Possible follow-ups>
- RE: Admixtures for Concrete Clarifier Tank, Chance, Acie
- RE: Admixtures for Concrete Clarifier Tank, Sherman, William
- Re: limits for expansion joints, Syed A Masroor
- <Possible follow-ups>
- RE: Free advertising, Polhemus, Bill
- RE: Free advertising, Polhemus, Bill
- RE: Free advertising, Honles, Thomas
- RE: Free advertising, Polhemus, Bill
- RE: Free advertising, Honles, Thomas
- <Possible follow-ups>
- RE: Construction Type, Carter, Charlie
- Construction Type, Ed . Haninger
- Construction Type, Tom . Hunt
- <Possible follow-ups>
- Re: Concrete dobies, Rhkratzse
- RE: Concrete dobies,
Harold Sprague
- RE: Concrete dobies, Gary Hodgson & Associates
- RE: Concrete dobies, Polhemus, Bill
- <Possible follow-ups>
- RE: Deflection Limits for Floor Plates, Scott, William N.
- <Possible follow-ups>
- RE: Concrete dobies (Harold), Polhemus, Bill
- Re: "The weakest link",
Scott Maxwell
- RE: "The weakest link", Kevin Below
- Re: "The weakest link",
Roger Davis
- RE: "The weakest link", Kevin Below
- Firewall Design Philosophy - - Was "The weakest link",
Daryl Richardson
- Re: Firewall Design Philosophy - - Was "The weakest link", Scott Maxwell
- <Possible follow-ups>
- RE: IBC Fire Walls and Seismic Code,
Kestner, James W.
- RE: IBC Fire Walls and Seismic Code, Stuart, Matthew
- RE: IBC Fire Walls and Seismic Code,
Kestner, James W.
- RE: IBC Fire Walls and Seismic Code, Matthew Stuart
- RE: IBC Fire Walls and Seismic Code,
Stuart, Matthew
- Re: IBC Fire Walls and Seismic Code, Paul Feather
- Re: IBC Fire Walls and Seismic Code,
Matthew Stuart
- Re: IBC Fire Walls and Seismic Code,
Paul Feather
- Re: IBC Fire Walls and Seismic Code, Matthew Stuart
- Re: IBC Fire Walls and Seismic Code,
Paul Feather
- RE: IBC Fire Walls and Seismic Code,
Kestner, James W.
- RE: IBC Fire Walls and Seismic Code, Kevin Below
- RE: IBC Fire Walls and Seismic Code, Stuart, Matthew
- RE: IBC Fire Walls and Seismic Code, Kestner, James W.
- RE: IBC Fire Walls and Seismic Code, Kevin Elbury
- Re: CALIFORNIA: What are these references?, Tom . Hunt
- Re: CALIFORNIA: What are these references?, Paul Feather
- RE: CALIFORNIA: What are these references?, Gerard Madden, SE
- RE: CALIFORNIA: What are these references?, Clint Strain
- Re: CALIFORNIA: What are these references?,
Neil Moore
- RE: CALIFORNIA: What are these references?,
Joe Grill
- Chloride contamination in fine aggregate, Terangue Gillham
- RE: CALIFORNIA: What are these references?,
Joe Grill
- Re: CALIFORNIA: What are these references?, bcainse
- <Possible follow-ups>
- Re: CALIFORNIA: What are these references?, Rhkratzse
- RE: CALIFORNIA: What are these references?, Garner, Robert
- RE: CALIFORNIA: What are these references?, Casey K. Hemmatyar
- RE: CALIFORNIA: What are these references?, Eli Grassley
- RE: CALIFORNIA: What are these references?, Sharon
- Message not available
- Re: Tension Field Action Question ?, Neil Moore
- <Possible follow-ups>
- RE: Tension Field Action Question ?, Carter, Charlie
- Re: A325 bolts - nuts not fully engaging threads, qaiser uzzamankhan
- <Possible follow-ups>
- RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
- RE: A325 bolts - nuts not fully engaging threads,
Carter, Charlie
- RE: A325 bolts - nuts not fully engaging threads, Michel Blangy
- RE: A325 bolts - nuts not fully engaging threads,
Carter, Charlie
- RE: A325 bolts - nuts not fully engaging threads,
Tom . Hunt
- Re: A325 bolts - nuts not fully engaging threads, Christopher Wright
- RE: A325 bolts - nuts not fully engaging threads,
Tom . Hunt
- RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
- RE: A325 bolts - nuts not fully engaging threads, Garner, Robert
- RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
- RE: A325 bolts - nuts not fully engaging threads, Polhemus, Bill
- Re: New York Code Appendix K,
James Cohen
- Re: New York Code Appendix K, Jim Wilson
- <Possible follow-ups>
- Re: New York Code Appendix K, Ed . Haninger
- Re: New York Code Appendix K, Jim Wilson
- Re: Admixtures for Concrete Clarifier Tank - further thoughts,
Dave Handy
- Re: Admixtures for Concrete Clarifier Tank - further thoughts, Harold Sprague
- <Possible follow-ups>
- RE: Admixtures for Concrete Clarifier Tank - further thoughts, Kevin Elbury
- RE: Admixtures for Concrete Clarifier Tank - further thoughts, Harold Sprague
- Re: Rolled Beam Header in Silo, Daryl Richardson
- <Possible follow-ups>
- RE: Rolled Beam Header in Silo,
Mike Jones
- RE: Rolled Beam Header in Silo, Clint Strain
- Re: Chloride contamination in fine aggregate,
Robert Kazanjy
- RE: Chloride contamination in fine aggregate, Terangue Gillham
- <Possible follow-ups>
- Re: seismic text,
Jnapd
- Exam prep,
Walter Don DeVore, Jr.
- Re: Exam prep, Scott Maxwell
- Re: Exam prep, Walter Don DeVore, Jr.
- Re: Exam prep hp33s calc, Walter Don DeVore, Jr.
- Re: Exam prep hp33s calc, Scott Maxwell
- Exam prep,
Walter Don DeVore, Jr.
- Re: seismic text, Jnapd
- RE: seismic text,
Gary Loomis
- Re: seismic text, Anantha Narayan C.K.
- RE: seismic text, Scott Maxwell
- RE: seismic text, Radu Petrovici
- <Possible follow-ups>
- RE: Exam prep, Eli Grassley
- RE: about concret dams, Harold Sprague
- Re: elevator support / walls requirements,
Daryl Richardson
- Re: elevator support / walls requirements,
jerold taylor
- RE: elevator support / walls requirements, Brian Stanley
- Re: elevator support / walls requirements,
jerold taylor
- <Possible follow-ups>
- Re: elevator support / walls requirements, Stanley E Scholl
- RE: Welding in Freezers, Robert E Shaw Jr
- <Possible follow-ups>
- RE: Welding in Freezers,
Gary Loomis
- Re: Welding in Freezers, Christopher Wright
- <Possible follow-ups>
- RE: seismic text / FEMA, Tom Skaggs
- RE: seismic text / FEMA,
Harold Sprague
- Slab on Grade Vapor Retarder Design,
Nels Roselund
- Re: Slab on Grade Vapor Retarder Design, Jim Wilson
- Re: Slab on Grade Vapor Retarder Design, Mark D. Anderson PE
- stich weld, untung.sirait(--nospam--at)ppgs.ikpt.com
- Re: stich weld, Christopher Wright
- RE: Slab on Grade Vapor Retarder Design, Harold Sprague
- Slab on Grade Vapor Retarder Design,
Nels Roselund
- Re: Precast DT's & topping next to wall, Paul Feather
- <Possible follow-ups>
- RE: Precast DT's & topping next to wall,
Jim Getaz
- RE: Precast DT's & topping next to wall, Roger Davis
- RE: Precast DT's & topping next to wall, Kestner, James W.
- Re: CA Exam Requirements in '07,
Neil Moore
- Re: CA Exam Requirements in '07, Aswin Rangaswamy
- <Possible follow-ups>
- RE: CA Exam Requirements in '07, Ben Yousefi
- RE: CA Exam Requirements in '07, Tom . Hunt
- RE: CA Exam Requirements in '07, Ed . Haninger
- Re: T1-11 siding, Jordan Truesdell, PE
- Re: T1-11 siding, Gary Grinstead
- Re: T1-11 siding, chuck utzman
- <Possible follow-ups>
- T1-11 siding,
Robert Freeman
- Re: T1-11 siding, bcainse
- Re: T1-11 siding, Rhkratzse
- RE: T1-11 siding, Tom Skaggs
- Re: T1-11 siding, ASLCSE
- <Possible follow-ups>
- Re: Manufactured Truss,
Jnapd
- Re: Manufactured Truss, Neil Moore
- RE: Manufactured Truss, Gautam Manandhar
- RE: SEMANTICS: Def. of "Joist" vs. "Beam",
Joe Grill
- Re: SEMANTICS: Def. of "Joist" vs. "Beam", Anantha Narayan C.K.
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", John Riley
- Re: SEMANTICS: Def. of "Joist" vs. "Beam", David Smith
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", Michel Blangy
- Re: SEMANTICS: Def. of "Joist" vs. "Beam", bcainse
- <Possible follow-ups>
- RE: SEMANTICS: Def. of "Joist" vs. "Beam",
Sherman, William
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", Mark E. Deardorff
- RE: SEMANTICS: Def. of "Joist" vs. "Beam",
Eli Grassley
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", Joe Grill
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", Eli Grassley
- Re: SEMANTICS: Def. of "Joist" vs. "Beam",
Paul Ransom
- RE: SEMANTICS: Def. of "Joist" vs. "Beam",
Joe Grill
- Re: SEMANTICS: Def. of "Joist" vs. "Beam", Paul Feather
- Re: SEMANTICS: Def. of "Joist" vs. "Beam",
Gary Hodgson & Associates
- SEMANTICS: Def. of "Joist" vs. "Beam", John Riley
- RE: SEMANTICS: Def. of "Joist" vs. "Beam",
Joe Grill
- RE: SEMANTICS: Def. of "Joist" vs. "Beam", Honles, Thomas
- Re: SEMANTICS: Def. of "Joist" vs. "Beam", Rhkratzse
- <Possible follow-ups>
- RE: Beams, joists, girders and "joist girders", Harold Sprague
- RE: Building Settlement - Las Vegas,
Harold Sprague
- RE: Building Settlement - Las Vegas,
Scott Maxwell
- Re: Building Settlement - Las Vegas, Paul Feather
- Re: Building Settlement - Las Vegas, S. Gordin
- RE: Building Settlement - Las Vegas,
Scott Maxwell
- RE: Building Settlement - Las Vegas, Nels Roselund
- <Possible follow-ups>
- RE: Building Settlement - Las Vegas, Hans E Boge
- Re: Building Settlement - Las Vegas, Kipp Martin
- Re: Machine vs. Human, Daryl Richardson
- Re: Machine vs. Human, Syed A Masroor
- <Possible follow-ups>
- RE: Machine vs. Human,
Garner, Robert
- RE: Machine vs. Human, Mark E. Deardorff
- RE: Machine vs. Human,
Haan, Scott M POA
- RE: Machine vs. Human,
Richard L. Hess
- RE: Machine vs. Human, Michel Blangy
- Re: Machine vs. Human, S. Gordin
- RE: Machine vs. Human,
Richard L. Hess
- Re: Machine vs. Human, Mlcse
- Re: Machine vs. Human,
Wontae Kim
- Re: Machine vs. Human, Christopher Wright
- Re: Machine vs. Human, Paul Ransom
- Re: Machine vs. Human, Ray Pixley
- RE: Lag Bolts,
dave lowen
- RE: Lag Bolts, Scott Maxwell
- Re: Lag Bolts,
S. Gordin
- Re: Lag Bolts, Christopher Wright
- Re: Lag Bolts, S. Gordin
- Re: Lag Bolts, Christopher Wright
- Re: Lag Bolts,
Scott Maxwell
- Re: Lag Bolts,
Scott Maxwell
- Re: Lag Bolts, S. Gordin
- Re: Lag Bolts, Robert Kazanjy
- Re: Lag Bolts,
Scott Maxwell
- RE: Shearwall Foundation (max. flex. bending), C.G. Construcciones, C.A.
- Re: Shearwall Foundation (max. flex. bending), S. Gordin
- Re: masonry text reference, Scott Maxwell
- <Possible follow-ups>
- Re: collector design in wood frame structures, Jnapd
- RE: collector design in wood frame structures, LC Engineering
- <Possible follow-ups>
- g00d meds s0luti0nd firectly fr0m manufacturer, Annmarie
- g00d meds s0luti0nd firectly fr0m manufacturer, Logan
- Re: what clients should know, Jordan Truesdell, PE
- RE: Joists-girders-beams, Michel Blangy
- <Possible follow-ups>
- RE: Admixtures for Concrete Clarifier Tank - fly ash, Harold Sprague
- Re: Machine vs. Human [response to Mr. Wright], Jordan Truesdell, PE
- RE: Machine vs. Human [response to Mr. Wright], Richard L. Hess
- Re: Machine vs. Human [response to Mr. Wright], Christopher Wright
- <Possible follow-ups>
- Re: Machine vs. Human [response to Mr. Wright], Rhkratzse
- Re: Machine vs. Human [response to Mr. Wright], Suresh Acharya
- RE: Machine vs. Human [response to Mr. Wright], Polhemus, Bill
- Re: Selling Spreadsheets, Daryl Richardson
- <Possible follow-ups>
- RE: Selling Spreadsheets, Casey K. Hemmatyar
- RE: IBC Outside the U.S.,
Gunnar H. Isleifsson
- RE: IBC Outside the U.S., John J. Treff
- RE: Moments in wood structures, Joe Grill
- RE: Moments in wood structures, Nels Roselund
- Re: Moments in wood structures, Raymond Shreenan
- Re: Moments in wood structures, DA
- Re: Moments in wood structures, Neil Moore
- <Possible follow-ups>
- RE: Moments in wood structures,
sscholl2(--nospam--at)juno.com
- Re: Moments in wood structures, S. Gordin
- RE: Moments in wood structures, Chance, Acie
- RE: Moments in wood structures, Haan, Scott M POA
- Re: Moments in wood structures, BCainse
- Re: Moments in wood structures, BCainse
- Re: Moments in wood structures,
BCainse
- Re: Moments in wood structures, S. Gordin
- Re: Moments in wood structures, Rhkratzse
- Re: Masonry lintel design,
Scott Maxwell
- Re: Masonry lintel design, Scott Maxwell
- RE: Masonry lintel design, Nels Roselund
- Masonry lintel design, John Riley
- <Possible follow-ups>
- RE: Masonry lintel design,
Sherman, William
- RE: Masonry lintel design, Eric Ober
- RE: Masonry lintel design, Scott Maxwell
- Re: Masonry lintel design, Rhkratzse
- Re: question about ETABS, Daniel Popp
- Re: qustion about ETABS, Structural Engineer
- Re: retail center lateral system (3 sided masonry), Brian K. Smith
- Re: retail center lateral system (3 sided masonry), Javier Encinas
- Re: retail center lateral system (3 sided masonry), Daryl Richardson
- Re: retail center lateral system (3 sided masonry), Gary Hodgson & Associates
- <Possible follow-ups>
- RE: retail center lateral system (3 sided masonry), Sherman, William
- Re: retail center lateral system (3 sided masonry), Will Haynes
- Re: Hip Roof Questions (conventional wood framing), Brian K. Smith
- Re: Hip Roof Questions (conventional wood framing), Jordan Truesdell, PE
- <Possible follow-ups>
- RE: Hip Roof Questions (conventional wood framing), Dave Adams
- Re: 1960s wind load, S. Gordin
- <Possible follow-ups>
- RE: 1960s wind load, Scott, William N.
- RE: 1960s wind load, Vasu, Ravi
- RE: 1960s wind load, Mike Jones
- RE: 1960s wind load,
Polhemus, Bill
- RE: 1960s wind load, Neil Moore
- Re: 1960s wind load, Daryl Richardson
- Re: VE [OT: VME ?], S. Gordin
- RE: VE [OT: VME ?],
David Fisher
- RE: VE [OT: VME ?], John Riley
- Re: VE [OT: VME ?],
Christopher Wright
- Re: VE [OT: VME ?],
S. Gordin
- Re: VE [OT: VME ?], Christopher Wright
- Re: VE [OT: VME ?], Syed A Masroor
- Re: VE [OT: VME ?], S. Gordin
- Re: VE [OT: VME ?],
S. Gordin
- <Possible follow-ups>
- RE: VE [OT: VME ?], Chance, Acie
- RE: VE [OT: VME ?], Polhemus, Bill
- Re: Curved Shear Wall, w d
- <Possible follow-ups>
- RE: Curved Shear Wall, Casey K. Hemmatyar
- RE: Curved Shear Wall,
Yi Yang
- Re: Curved Shear Wall, Robert Kazanjy
- Re: Curved Shear Wall, ASLCSE
- RE: Curved Shear Wall, Eli Grassley
- RE: VE [OT: VME ?],
John Riley
- Re: VE [OT: VME ?], S. Gordin
- <Possible follow-ups>
- RE: VE [OT: VME ?], Eli Grassley
- Re: Diaphragm ratio for rigid diaphragm,
David Topete
- RE: Diaphragm ratio for rigid diaphragm,
Joe Grill
- RE: Diaphragm ratio for rigid diaphragm, David Topete
- RE: Diaphragm ratio for rigid diaphragm,
Joe Grill
- <Possible follow-ups>
- Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
- RE: Deck Indentations, David L. fisher
- RE: weld symbol, David Fisher
- Re: weld symbol, Tom . Hunt
- Re: weld symbol,
Jordan Truesdell, PE
- RE: weld symbol, Joe Grill
- <Possible follow-ups>
- RE: weld symbol,
Tom Skaggs
- Message not available
- RE: weld symbol, Neil Moore
- Re: weld symbol, S. Gordin
- Message not available
- RE: weld symbol, Joe Grill
- <Possible follow-ups>
- RE: Welding nut to anchor rod,
Carter, Charlie
- RE: Welding nut to anchor rod, Bill Allen
- RE: Welding nut to anchor rod, John Riley
- RE: Welding nut to anchor rod, Sherman, William
- RE: Welding nut to anchor rod, Carter, Charlie
- <Possible follow-ups>
- RE: O.T. - 1st Male Engineer..,
Polhemus, Bill
- RE: O.T. - 1st Male Engineer.., Michel Blangy
- RE: O.T. - 1st Male Engineer..,
Polhemus, Bill
- RE: O.T. - 1st Male Engineer.., Michel Blangy
- RE: O.T. - 1st Male Engineer.., Polhemus, Bill
- RE: woo shear wall non parrallel about major axes, Michel Blangy
- Nonlinear Static Analysis of RC buildings,
Carlos Avila
- Re: Nonlinear Static Analysis of RC buildings, Christopher Wright
- RE: Nonlinear Static Analysis of RC buildings, Terangue Gillham
- Re: Column to Column via End Plate, Gary Hodgson & Associates
- <Possible follow-ups>
- RE: Column to Column via End Plate, Polhemus, Bill
- Re: SMRF connection design, Tom . Hunt
- <Possible follow-ups>
- Re: Re: SMRF connection design,
Bhairavi
- Re: Re: SMRF connection design, Tom . Hunt
- Re: SMRF connection design,
BPCE
- RE: SMRF connection design, Robert E Shaw Jr
- RE: SMRF connection design, Casey K. Hemmatyar
- Re: SMRF connection design,
Rhkratzse
- Steel Tubes Laterally Supporting Glazing,
Bill Allen
- RE: Steel Tubes Laterally Supporting Glazing, Mark E. Deardorff
- RE: Steel Tubes Laterally Supporting Glazing, Bill Allen
- Re: Steel Tubes Laterally Supporting Glazing, S. Gordin
- RE: Steel Tubes Laterally Supporting Glazing, Mark E. Deardorff
- Steel Tubes Laterally Supporting Glazing,
Bill Allen
- Re: Software for Deck Properties, Gary Hodgson & Associates
- <Possible follow-ups>
- RE: Software for Deck Properties, Polhemus, Bill
- Re: Attic ventilation from fans, Christopher Wright
- <Possible follow-ups>
- Re: Attic ventilation from fans,
Paul Ransom
- Re: Attic ventilation from fans,
Christopher Wright
- Attic ventilation from fans - to jet engines, John Riley
- Re: Attic ventilation from fans - to jet engines, Christopher Wright
- Re: Attic ventilation from fans - to jet engines, Drew Morris
- Re: Attic ventilation from fans - to jet engines, Christopher Wright
- Bollman Truss, Nels Roselund
- Attic ventilation from fans - to jet engines, John Riley
- Re: Attic ventilation from fans - to jet engines, Christopher Wright
- Re: Attic ventilation from fans,
Christopher Wright
- <Possible follow-ups>
- Re: attic fans,
Jim Getaz
- Re: attic fans, Roger Davis
- Re: Railings at tops of ladders to roofs, Roger Davis
- Re: Railings at tops of ladders to roofs, Paul Blomberg
- <Possible follow-ups>
- Re: Wood Shear Walls at Skewed lines, David Merrick
- <Possible follow-ups>
- RE: S. California Oppurtunity, Casey K. Hemmatyar
- Re: S. California Oppurtunity, BPCE
- RE: axial braking load for bridges, Chris Towne
- Re: axial braking load for bridges,
Daryl Richardson
- RE: axial braking load for bridges,
Chris Towne
- Re: axial braking load for bridges, Robert Kazanjy
- axial braking load for bridges, John Riley
- RE: axial braking load for bridges, Chris Towne
- Re: axial braking load for bridges, Daryl Richardson
- TEDDS, Terangue Gillham
- Re: TEDDS, Christopher Wright
- RE: TEDDS, Nels Roselund
- RE: TEDDS, Bill Allen
- Re: TEDDS, Brian K. Smith
- RE: TEDDS, Harold Sprague
- RE: axial braking load for bridges, Chris Towne
- Re: axial braking load for bridges, Robert Kazanjy
- RE: axial braking load for bridges,
Chris Towne
- SEISMIC FORCE -DISCONTINUITY,
S. Gordin
- RE: SEISMIC FORCE -DISCONTINUITY,
Terangue Gillham
- RE: SEISMIC FORCE -DISCONTINUITY, Tom . Hunt
- RE: SEISMIC FORCE -DISCONTINUITY,
Terangue Gillham
- RE: Grout/Mortar in CMU,
Harold Sprague
- Re: Grout/Mortar in CMU, James Cohen
- Re: Grout/Mortar in CMU,
Roger Davis
- RE: Grout/Mortar in CMU, Chris Towne
- <Possible follow-ups>
- Re: Grout/Mortar in CMU, Tom . Hunt
- Re: Grout/Mortar in CMU, Adam Vakiener
- Re: Grout/Mortar in CMU, Ed . Haninger
- Re: Grout/Mortar in CMU, Rand W Holtham
- RE: Sand bed, Harold Sprague
- RE: "Handbook of Structural Steel Connection Design and Details", Robert E Shaw Jr
- Re: "Handbook of Structural Steel Connection Design and Details", Gary Hodgson & Associates
- <Possible follow-ups>
- Re: "Handbook of Structural Steel Connection Design and Details", Rhkratzse
- Re: Masonry Reference Advice, Scott Maxwell
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :),
Christopher Wright
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :),
John Riley
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Christopher Wright
- Fiberglass, M. David Finley, P.E., P.A.
- Re: Fiberglass, Christopher Wright
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Neil Moore
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :),
John Riley
- Re: Attic ventilation from fans - to jet engines -- to steam locomotives :), Christopher Wright
- <Possible follow-ups>
- RE: Attic ventilation from fans - to jet engines -- to steam locomotives :), Michael Zhang \(Toronto\)
- Re: Bow String Truss,
John Riley
- Re: Bow String Truss,
Scott Maxwell
- Re: Bow String Truss, Daryl Richardson
- RE: Bow String Truss, Joe Grill
- Re: Bow String Truss, Scott Maxwell
- Re: Bow String Truss, Daryl Richardson
- Re: Bow String Truss, Gary Hodgson & Associates
- Re: Bow String Truss, Scott Maxwell
- Re: Bow String Truss,
Scott Maxwell
- RE: Bow String Truss, Nels Roselund
- <Possible follow-ups>
- Re: Bow String Truss,
Rhkratzse
- Re: Bow String Truss, Jordan Truesdell, PE
- Re: Bow String Truss, Jnapd
- Re: SEISMIC FORCE -DISCONTINUITY,
Tom . Hunt
- RE: SEISMIC FORCE -DISCONTINUITY, Terangue Gillham
- Re: Discontinuous diaphragm?, David Topete
- <Possible follow-ups>
- Re: 18 ga steel roof decking, sscholl2(--nospam--at)juno.com
- RE: Flexural reinforcement "Ad Libitum", Joe Grill
- RE: Flexural reinforcement "Ad Libitum",
Eric Ober
- TEDDS, Terangue Gillham
- Re: Flexural reinforcement "Ad Libitum", Padmanabhan Rajendran
- <Possible follow-ups>
- RE: Flexural reinforcement "Ad Libitum",
Jesus Gomez
- RE: Flexural reinforcement "Ad Libitum", Joe Grill
- Re: Flexural reinforcement "Ad Libitum",
Syed A Masroor
- Re: Flexural reinforcement "Ad Libitum", Padmanabhan Rajendran
- Re: Flexural reinforcement "Ad Libitum",
Rhkratzse
- Re: Flexural reinforcement "Ad Libitum",
Scott Maxwell
- Re: Flexural reinforcement "Ad Libitum", Syed A Masroor
- Re: Flexural reinforcement "Ad Libitum", Scott Maxwell
- Re: Flexural reinforcement "Ad Libitum", Syed A Masroor
- Re: Flexural reinforcement "Ad Libitum", Scott Maxwell
- Re: Flexural reinforcement "Ad Libitum",
Scott Maxwell
- <Possible follow-ups>
- RE: hold downs at perforated shear wall,
Eli Grassley
- Re: RE: hold downs at perforated shear wall, Joseph Grill
- hold downs at perforated shear wall, AWC Info
- Re: hold downs at perforated shear wall,
ASLCSE
- RE: hold downs at perforated shear wall, Joe Grill
- Re: Linux (was TEDDS), Anantha Narayan C.K.
- RE: Linux (was TEDDS), Scott Maxwell
- <Possible follow-ups>
- RE: Linux (was TEDDS),
Polhemus, Bill
- Re: Linux (was TEDDS), Jordan Truesdell, PE
- PDF to Excel,
John Riley
- RE: PDF to Excel, Gerard Madden, SE
- RE: PDF to Excel, Mark E. Deardorff
- Re: PDF to Excel, Aswin Rangaswamy
- Re: PDF to Excel, Christopher Wright
- Re: PDF to Excel, S. Gordin
- Re: PDF to Excel, John Riley
- RE: Linux (was TEDDS), Polhemus, Bill
- <Possible follow-ups>
- Re: PDF to Excel, Mark Johnson
- RE: PDF to Excel, Mueller, Oliver
- <Possible follow-ups>
- RE: Any file to Excel (was PDF to Excel), Eli Grassley
- Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Daryl Richardson
- Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Syed A Masroor
- <Possible follow-ups>
- Re: Effect of Two Grade of Concrete on Flexural Reinforcement, Kipp Martin
- RE: Effect of Two Grade of Concrete on Flexural Reinforcement, Casey K. Hemmatyar
- Re: Seismic Response Spectrum,
Christopher Wright
- Re: Seismic Response Spectrum,
bcainse
- RE: Seismic Response Spectrum, Rich Lewis
- Re: Seismic Response Spectrum,
bcainse
- Re: Seismic Response Spectrum, Arturo Martinez
- Re: Seismic Response Spectrum, bcainse
- <Possible follow-ups>
- RE: Seismic Response Spectrum, seaint03
- RE: Staad loading, Martin Li
- <Possible follow-ups>
- RE: Staad loading,
John Whitty
- RE: Staad loading, David Topete
- RE: Staad loading,
Collier, Randy
- RE: Staad loading, Joe Grill
- RE: Staad loading, Ed . Haninger
- RE: Staad loading, Tom . Hunt
- RE: Staad loading,
David Maynard
- RE: Staad loading, Joe Grill
- RE: Staad loading,
Garner, Robert
- RE: Staad loading,
Joe Grill
- Re: Staad loading, Christopher Wright
- RE: Staad loading,
Joe Grill
- RE: Staad loading, Trib K Mittra
- <Possible follow-ups>
- RE: "Hydrovac" for pier construction,
Garner, Robert
- RE: "Hydrovac" for pier construction,
Tripp Howard
- RE: "Hydrovac" for pier construction, Padmanabhan Rajendran
- RE: "Hydrovac" for pier construction, Neil Moore
- RE: "Hydrovac" for pier construction, Padmanabhan Rajendran
- Re: "Hydrovac" for pier construction, Daryl Richardson
- Re: "Hydrovac" for pier construction, Tripp Howard
- Re: "Hydrovac" for pier construction, Padmanabhan Rajendran
- Re: "Hydrovac" for pier construction, Daryl Richardson
- RE: "Hydrovac" for pier construction,
Tripp Howard
- RE: "Hydrovac" for pier construction,
Polhemus, Bill
- RE: "Hydrovac" for pier construction,
Padmanabhan Rajendran
- Re: "Hydrovac" for pier construction, Daryl Richardson
- RE: "Hydrovac" for pier construction,
Padmanabhan Rajendran
- RE: Braced Basement Wall with Composite Floor,
Stuart, Matthew
- Re: Braced Basement Wall with Composite Floor, Will Haynes
- <Possible follow-ups>
- Re: Braced Basement Wall with Composite Floor, gtg740p
- Re: Sag-rod effectiveness?, Padmanabhan Rajendran
- <Possible follow-ups>
- Re: Sag-rod effectiveness?,
rakamaka
- RE: Sag-rod effectiveness?,
dave lowen
- Re: Sag-rod effectiveness?, Gary L. Hodgson and Assoc.
- RE: Sag-rod effectiveness?,
dave lowen
- Re: Sag-rod effectiveness?, Paul Ransom
- Re: Sag-rod effectiveness?, Paul Ransom
- RE: Wind Loads World Wide, Gunnar H. Isleifsson
- Re: Evaluating Damaged Box Girder, Christopher Wright
- RE: Thermal ranges for expansion,
Nels Roselund
- Re: Thermal ranges for expansion,
epsdryair
- Re: Thermal ranges for expansion, Robert Kazanjy
- 1950's structural steel strength and rivet capacity, jerold taylor
- RE: 1950's structural steel strength and rivet capacity, dave lowen
- Re: 1950's structural steel strength and rivet capacity, Neil Moore
- Re: Thermal ranges for expansion,
epsdryair
- RE: Purlin- which one is better?, Conrad
- <Possible follow-ups>
- RE: DENTED BOX GIRDER, Huffman, Sharlie TRAN:EX
- RE: DENTED BOX GIRDER, Sharlie . Huffman
- Re: Plated Wood Truss Responsibilities,
Jordan Truesdell, PE
- Re: Plated Wood Truss Responsibilities,
bcainse
- Re: Plated Wood Truss Responsibilities, Jordan Truesdell, PE
- Re: Plated Wood Truss Responsibilities, David Smith
- Re: Plated Wood Truss Responsibilities, Gary Hodgson & Associates
- Re: Plated Wood Truss Responsibilities,
bcainse
- Re: Plated Wood Truss Responsibilities, Raymond Shreenan
- <Possible follow-ups>
- Re: Plated Wood Truss Responsibilities, Dennis Wish
- Re: Plated Wood Truss Responsibilities,
Paul Ransom
- Re: Plated Wood Truss Responsibilities, Gary L. Hodgson and Assoc.
- Re: Plated Wood Truss Responsibilities,
Paul Ransom
- Re: Plated Wood Truss Responsibilities, Gary L. Hodgson and Assoc.
- Request,
John Riley
- Re: Request, bcainse
- <Possible follow-ups>
- RE: Request,
Casey K. Hemmatyar
- RE: Request, Deardorff, Mark
- RE: termperature range resourse, Conrad
- <Possible follow-ups>
- Re: termperature range resourse, Rhkratzse
- RE: Diaphragm, Gerard Madden, SE
- RE: Diaphragm, Harold Sprague
- <Possible follow-ups>
- RE: Diaphragm,
Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm, Gerard Madden, SE
- Re: Diaphragm, Gary L. Hodgson and Assoc.
- RE: RE: Diaphragm, Chung-Soo Doo
- RE: Diaphragm,
Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm, Gerard Madden, SE
- Re: Diaphragm, Stanley E Scholl
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm,
Ashraf, Mohammed \(Qatar\)
- Re: Diaphragm, Gary L. Hodgson and Assoc.
- RE: Diaphragm,
Ashraf, Mohammed \(Qatar\)
- Re: Diaphragm, Daryl Richardson
- Re: Diaphragm, Gary L. Hodgson and Assoc.
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm,
Ashraf, Mohammed \(Qatar\)
- Re: Diaphragm, Daryl Richardson
- Re: Diaphragm,
Drew Morris
- special inspector, eglcivilengineer
- Re: special inspector, S. Gordin
- Re: Diaphragm, Gary L. Hodgson and Assoc.
- Re: Diaphragm, Jnapd
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- RE: Diaphragm, Ashraf, Mohammed \(Qatar\)
- <Possible follow-ups>
- RE: Use of Stair Tower, David Maynard
- <Possible follow-ups>
- Aff0rdable medicine directly fr0m manufacturer, Constance
- <Possible follow-ups>
- Cheap pils - lots of satisfaction!, Lydia
- <Possible follow-ups>
- DOctOr recOmmendatiOns, Cheri
- <Possible follow-ups>
- Never better cant be f0und., Monte
- <Possible follow-ups>
- L00king health?, Molly
- L00king health?, Bianca
- L00king health?, Alfredo
- L00king health?, Roxanne
- <Possible follow-ups>
- save your wallet use ch3ap qual1ty meds and p i1ls, Fred
- save yOur wallet use ch3ap qual1ty meds and p i1ls, Marty
- <Possible follow-ups>
- cheap medicine - wOrthy effect, Reinaldo
- cheap medicine - worthy effect, Marquis
- cheap medicine - wOrthy effect, Eli
- <Possible follow-ups>
- Want to please your woman? u can do it!, Kari
- Want to please your woman? u can do it!, Bettye
- <Possible follow-ups>
- WOman wants man is able, Savannah
- WOman wants man is able, Raymond
- <Possible follow-ups>
- b4d health - I knOw how tO help, Jill
- b4d health - I knOw how tO help, Shane
- <Possible follow-ups>
- The cheapest medicine there!, Pat
- The cheapest medicine there!, Lucien
- <Possible follow-ups>
- Never better cant be found., Elsie
- Never better cant be found., Nigel
- Never better cant be found., Neal
- <Possible follow-ups>
- Make yOur girlfriend happy, man health Offers fOr a lOw price., Shirley
- Make your girlfriend happy, man health offers for a low price., Vince
- Make your girlfriend happy, man health offers for a low price., Ricky
- Make yOur girlfriend happy, man health Offers fOr a lOw price., Ashley
- Make your girlfriend happy, man health offers for a low price., Gregory
- <Possible follow-ups>
- PeOple are different; we care fOr all Of them, Dominique
- PeOple are different; we care fOr all Of them, Jonathan
- People are different; we care for all of them, Reid
- <Possible follow-ups>
- Cheap tabs - lOts of satisfaction!, Verna
- <Possible follow-ups>
- N0w 40% chEapEr, buy tabs and y0ur woman will bE happy, Constance
- <Possible follow-ups>
- Take advantag3 0f cheap pills, Chuck
- Re: Take advantag3 0f cheap pills, Jnapd
- RE: Take advantag3 0f cheap pills,
Michel, Greg
- Re: Take advantag3 0f cheap pills, Robert Kazanjy
- Take advantag3 0f cheap pills, Desiree
- Take advantag3 0f cheap pills, Scotty
- Take advantag3 0f cheap pills, Rodney
- Re: Drift Criteria / Cracking - Wind Loads,
Scott Maxwell
- Re: Drift Criteria / Cracking - Wind Loads,
Anantha Narayan C.K.
- Re: Drift Criteria / Cracking - Wind Loads, Scott Maxwell
- Re: Drift Criteria / Cracking - Wind Loads,
Anantha Narayan C.K.
- <Possible follow-ups>
- RE: Drift Criteria / Cracking - Wind Loads, Harold Sprague
- RE: USGS Website, amanipula
- Re: Lag screws in Microlam and Paralam,
Daryl Richardson
- Re: Lag screws in Microlam and Paralam, Jordan Truesdell, PE
- Re: Lag screws in Microlam and Paralam, bcainse
- <Possible follow-ups>
- Lag screws in Microlam and Paralam, Ed . Haninger
- RE: Lag screws in Microlam and Paralam, Paul Feather
- Lag screws in Microlam and Paralam, Tom . Hunt
- RE: Acrophobia,
Mark E. Deardorff
- RE: Acrophobia,
David Fisher
- Re: Acrophobia, S. Gordin
- RE: Acrophobia, Michel Blangy
- Re: Acrophobia, bcainse
- RE: Acrophobia,
David Fisher
- RE: "Decoration Day" [WAS: Lag screws...], David Fisher
- <Possible follow-ups>
- FW: "Decoration Day" [WAS: Lag screws...], David Fisher
- RE: [SPAM] Re: Column to Column via End Plate,
Bill Allen
- Re: Column to Column via End Plate, Nels Roselund
- <Possible follow-ups>
- Re: [SPAM] Re: Column to Column via End Plate, BCainse
- Re: [SPAM] Re: Column to Column via End Plate, Rhkratzse
- Re: Engineers Required, Mr sadanand ojha
- <Possible follow-ups>
- Fw: [TV-Tech] Engineering Opening, rortizr
- RE: [TV-Tech] Engineering Opening, Polhemus, Bill
- Fw: [TV-Tech] Engineering Opening, Tom . Hunt
- Fw: [TV-Tech] Engineering Opening,
Ed . Haninger
- RE: [TV-Tech] Engineering Opening, Xin, Yuxiang \(UMR-Student\)
- Re: Is ASCE Competing Against Us?, hotmail.com
- <Possible follow-ups>
- RE: Is ASCE Competing Against Us?,
Polhemus, Bill
- Re: Is ASCE Competing Against Us?, James Cohen
- Re: Is ASCE Competing Against Us?, hotmail.com
- Re: Is ASCE Competing Against Us?, rortizr
- RE: Is ASCE Competing Against Us?, Sherman, William
- Re: Is ASCE Competing Against Us?, Tom . Hunt
- Re: Is ASCE Competing Against Us?, Ed . Haninger
- RE: Is ASCE Competing Against Us?,
Polhemus, Bill
- RE: Is ASCE Competing Against Us?,
Scott Maxwell
- Re: Is ASCE Competing Against Us?, Jordan Truesdell, PE
- RE: Is ASCE Competing Against Us?,
Scott Maxwell
- RE: Is ASCE Competing Against Us?, Polhemus, Bill
- RE: Is ASCE Competing Against Us?, Polhemus, Bill
- RE: Is ASCE Competing Against Us?,
Caldwell, Stan
- RE: Is ASCE Competing Against Us?, Michel Blangy
- RE: Is ASCE Competing Against Us?,
Scott Maxwell
- Re: Is ASCE Competing Against Us?, bcainse
- Re: Is ASCE Competing Against Us?, Scott Maxwell
- RE: Is ASCE Competing Against Us?, Mark E. Deardorff
- RE: Is ASCE Competing Against Us?, Josh Comfort
- RE: Is ASCE Competing Against Us?, Deardorff, Mark
- RE: Is ASCE Competing Against Us?, Scott Maxwell
- RE: Is ASCE Competing Against Us?, Neil Moore
- RE: Is ASCE Competing Against Us?, Mark E. Deardorff
- RE: Is ASCE Competing Against Us?, Scott Maxwell
- Re: Is ASCE Competing Against Us?, Rhkratzse
- RE: Is ASCE Competing Against Us?, Jim Getaz
- RE: Is ASCE Competing Against Us?, Polhemus, Bill
- Re: canopy wind uplift,
Padmanabhan Rajendran
- RE: canopy wind uplift, Joe Grill
- <Possible follow-ups>
- RE: canopy wind uplift, Michelle Motchos
- Ph.D. Candidate (Structural), Seeking Employment, Xin, Yuxiang \(UMR-Student\)
- <Possible follow-ups>
- RE: Not a Structural Question, but maybe someone on this list can help, rortizr
- Re: ipe wood, Tripp Howard
- Re: ipe wood,
Scott Maxwell
- RE: ipe wood,
Mark D. Baker
- Re: ipe wood, Jordan Truesdell, PE
- Re: built-up wood beam,
Gary L. Hodgson and Assoc.
- Re: built-up wood beam, bcainse
- Re: built-up wood beam, Gary L. Hodgson and Assoc.
- Signing for built-up wood beam, Dave Gaines
- Re: Signing for built-up wood beam, Gary L. Hodgson and Assoc.
- Re: built-up wood beam, bcainse
- Replace built-up wood beam, Dave Gaines
- RE: Replace built-up wood beam, Bill Allen
- Re: built-up wood beam, Daryl Richardson
- RE: built-up wood beam, Kevin Below
- Re: Bulldog Grip built-up wood beam, Dave Gaines
- RE: Bulldog Grip built-up wood beam, Kevin Below
- RE: built-up wood beam, Scott Maxwell
- Re: built-up wood beam, James Cohen
- RE: ipe wood,
Mark D. Baker
- <Possible follow-ups>
- RE: New Mech, Units on Existing Joist Roof, Nuttall, Davin J.
- RE: New Mech, Units on Existing Joist Roof, Ed . Haninger
- Re: Steel Plate, Christopher Wright
- Re: (no subject), Avicpeng
- <Possible follow-ups>
- Re: (no subject),
Jnapd
- Re: (no subject), Avicpeng
- Re: Is ASCE Competing Against Us? [Masters or not], Jordan Truesdell, PE
- <Possible follow-ups>
- Seas0n sales! Cheap tabs!, Eileen
- <Possible follow-ups>
- Take advantag3 of cheap pills, Joseph
- Take advantag3 of cheap pills, Laurence
- <Possible follow-ups>
- NOw 40% chEapEr, buy tabs and yOur woman will bE happy, Wayne
- <Possible follow-ups>
- Spring Acti0n! PricEs as l0wEr as nEvEr! pills(--nospam--at)meds.info, Mollie
- <Possible follow-ups>
- f0und affOrdable medicatiOn prices, Harvey
- f0und affordable medication prices, Melisa
- <Possible follow-ups>
- StOp waste yOur mOney nOw cheap pills same result, Rosa
- RE: SPAM, Mark E. Deardorff
- <Possible follow-ups>
- RE: SPAM,
Jason Christensen
- RE: SPAM, Gerard Madden, SE
- RE: SPAM,
Stuart, Matthew
- RE: SPAM, Mark E. Deardorff
- RE: SPAM,
Michelle Motchos
- RE: SPAM, Michel Blangy
- RE: SPAM, Casey K. Hemmatyar
- Re: SPAM, Jnapd
- Re: SPAM,
ECVAl3
- Re: SPAM, Robert Kazanjy
- Spam, Jared Keyser
- Re: SPAM, Paul Ransom
- Re: SPAM,
Dennis Wish
- Test, Mark E. Deardorff
- RE: Spam, Polhemus, Bill
- <Possible follow-ups>
- G00d c0nditi0ns f0r pills purchase, Deon
- <Possible follow-ups>
- AffOrdablE mEdicinE dirEctly from manufacturEr, Brain
- Re: GL beam strengthening, Dave Gaines
- Re: GL beam strengthening,
Scott Maxwell
- Re: GL beam strengthening,
Joseph Grill
- Re: GL beam strengthening, Scott Maxwell
- Re: GL beam strengthening, Gerard Madden, SE
- Re: GL beam strengthening, IRV FRUCHTMAN
- RE: GL beam strengthening, Bill Allen
- Re: GL beam strengthening, Dave Gaines
- Re: GL beam strengthening,
Joseph Grill
- <Possible follow-ups>
- Re: GL beam strengthening,
Stanley E Scholl
- RE: GL beam strengthening, Joe Grill
- GL beam strengthening,
AWC Info
- RE: GL beam strengthening, Bill Allen
- Re: GL beam strengthening,
ENGRLAINES
- Re: GL beam strengthening, Neil Moore
- RE: GL beam strengthening, Eli Grassley
- Re: GL beam strengthening,
Jnapd
- Good to hear from you Joe, Dave Gaines
- RE: GL beam strengthening, AWC Info
- RE: Wind loading with axial forces on steel studs,
Terangue Gillham
- Re: Wind loading with axial forces on steel studs,
Drew Morris
- RE: Wind loading with axial forces on steel studs, Terangue Gillham
- Re: Wind loading with axial forces on steel studs,
Drew Morris
- <Possible follow-ups>
- RE: Wind loading with axial forces on steel studs, Haan, Scott M POA
- RE: Wind loading with axial forces on steel studs, Garner, Robert
- <Possible follow-ups>
- RE: Test (fwd), Polhemus, Bill
- Re: FW: built-up wood beam, Gary L. Hodgson and Assoc.
- <Possible follow-ups>
- Re: built-up wood beam, Stanley E Scholl
- Re: FW: FW: built-up wood beam, Timothy Allison
- Re: built-up wood beam, rortizr
- RE: built-up wood beam, j1
- Re: built-up wood beam, Ed . Haninger
- <Possible follow-ups>
- RE: column sway, Ashraf, Mohammed \(Qatar\)
- Column sway, Ravinath M.
- RE: Lag bolt value from NDS Report 12, Nels Roselund
- Re: Stage lighting Support Structure, James Cohen
- Re: Stage lighting Support Structure, James Cohen
- <Possible follow-ups>
- RE: Stage lighting Support Structure, rortizr
- Re: Stage lighting Support Structure, Ed . Haninger
- Re: Stage lighting Support Structure, Ed . Haninger
- Re: Stage lighting Support Structure, rortizr
- RE: Stage lighting Support Structure, Sklar, Mitch
- RE: Stage lighting Support Structure, Ed . Haninger
- RE: Stage lighting Support Structure, Ed . Haninger
- Re: Good to hear from you Joe, Jordan Truesdell, PE
- RE: Good to hear from you Joe,
amanipula
- RE: Good to hear from you Joe, David Fisher
- <Possible follow-ups>
- Re: Good to hear from you Joe,
Rhkratzse
- Re: Good to hear from you Joe, Dave Gaines
- <Possible follow-ups>
- Fw: Imminent landslide risk in Kashmir, Ed . Haninger
- Re: Strengthening existing glulam, Ganesh Thiagarajan
- <Possible follow-ups>
- Strengthening existing glulam,
j1
- Re: Strengthening existing glulam, SIMON BATCHELOR
- Re: Strengthening existing glulam,
SIMON BATCHELOR
- RE: Strengthening existing glulam, Michel Blangy
- Wood Truss and Purlin Connections, Terangue Gillham
- Nailed Wood Truss and Purlin Connections, Dave Gaines
- RE: Nailed Wood Truss and Purlin Connections, Terangue Gillham
- Re: Nailed Wood Truss and Purlin Connections, Dave Gaines
- RE: Nailed Wood Truss and Purlin Connections, Michel Blangy
- RE: Nailed Wood Truss and Purlin Connections, Terangue Gillham
- Strengthening Existing glulam, j1
- Re: FPW - HSS column splice,
Dave Gaines
- RE: FPW - HSS column splice, Joe Grill
- RE: HSS column splice,
Bill Allen
- RE: HSS column splice,
Joe Grill
- RE: HSS column splice, Bill Allen
- RE: HSS column splice,
Joe Grill
- RE: HSS column splice,
dave lowen
- RE: HSS column splice,
Bill Allen
- RE: HSS column splice, dave lowen
- RE: HSS column splice,
Bill Allen
- RE: HSS column splice, Harold Sprague
- Re: HSS column splice, Gary L. Hodgson and Assoc.
- Re: HSS column splice,
Will Haynes
- RE: HSS column splice,
Joe Grill
- Re: HSS column splice, Will Haynes
- Re: HSS column splice,
Daryl Richardson
- RE: HSS column splice, Joe Grill
- RE: HSS column splice,
Joe Grill
- <Possible follow-ups>
- HSS column splice, Michael Hemstad
- RE: ASCE / IBC wind,
Barry H. Welliver
- RE: ASCE / IBC wind, Richard L. Hess
- Re: ASCE / IBC wind,
Scott Maxwell
- ASCE / IBC wind, John Riley
- <Possible follow-ups>
- Re: ASCE / IBC wind, Rhkratzse
- RE: ASCE / IBC wind, David Adie
- RE: ASCE / IBC wind, Dave Adams
- RE: ASCE / IBC wind,
Ben Yousefi
- RE: ASCE / IBC wind, Chance, Acie
- RE: ASCE / IBC wind, Ed . Haninger
- RE: ASCE / IBC wind,
Paul Feather
- RE: ASCE / IBC wind,
Mark E. Deardorff
- RE: ASCE / IBC wind, Neil Moore
- Re: ASCE / IBC wind, Daryl Richardson
- RE: ASCE / IBC wind, Barry Welliver
- RE: ASCE / IBC wind,
Mark E. Deardorff
- RE: ASCE / IBC wind, Robert Jonkman
- <Possible follow-ups>
- RE: OOPS !!, Garner, Robert
- Re: OOPS !!,
Rhkratzse
- RE: OOPS !!, Chance, Acie
- Re: OOPS !!,
Rhkratzse
- RE: OOPS !!, dave lowen
- Re: OOPS !!, bcainse
- RE: notes in general notes,
Barry Welliver
- RE: notes in general notes, Joe Grill
- Re: notes in general notes, Scott Maxwell
- <Possible follow-ups>
- RE: notes in general notes, Wesley Werner
- RE: notes in general notes, Ed . Haninger
- RE: notes in general notes,
Mark Gilligan
- RE: notes in general notes, Scott Maxwell
- Re: NCEES Struc II Exam, Scott Maxwell
- Re: Rebar Shop Drawings, Will Haynes
- RE: Rebar Shop Drawings, David L. Fisher
- Re: Dallas to Calatrava: Redesign within the Budget,
Jordan Truesdell, PE
- RE: Dallas to Calatrava: Redesign within the Budget,
Barry Welliver
- Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
- RE: Dallas to Calatrava: Redesign within the Budget,
Barry Welliver
- <Possible follow-ups>
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- RE: Dallas to Calatrava: Redesign within the Budget,
Polhemus, Bill
- Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- Re: Dallas to Calatrava: Redesign within the Budget, Suresh Acharya
- RE: Dallas to Calatrava: Redesign within the Budget,
Paul Feather
- RE: Dallas to Calatrava: Redesign within the Budget,
David Fisher
- Re: Dallas to Calatrava: Redesign within the Budget, Jordan Truesdell, PE
- RE: Dallas to Calatrava: Redesign within the Budget, David Fisher
- RE: Dallas to Calatrava: Redesign within the Budget,
David Fisher
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- RE: Dallas to Calatrava: Redesign within the Budget,
Polhemus, Bill
- RE: Dallas to Calatrava: Redesign within the Budget,
David Fisher
- RE: Dallas to Calatrava: Redesign within the Budget, dave lowen
- RE: Dallas to Calatrava: Redesign within the Budget, Josh Comfort
- RE: Dallas to Calatrava: Redesign within the Budget, dave lowen
- Re: Dallas to Calatrava: Redesign within the Budget, Drew Morris
- RE: Dallas to Calatrava: Redesign within the Budget, David L. Fisher
- Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Drew Morris
- Re: Dallas to Calatrava: Redesign within the Budget,
Gerard Madden, SE
- Re: Dallas to Calatrava: Redesign within the Budget, Gerard Madden, SE
- RE: Dallas to Calatrava: Redesign within the Budget,
David Fisher
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- RE: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- Re: ACI Code 318 in PDF-CD to Members ???, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: ACI Code 318 in PDF-CD to Members ???, Carter, Charlie
- RE: ACI Code 318 in PDF-CD to Members ???, Polhemus, Bill
- Re: Ivany Block, Jordan Truesdell, PE
- <Possible follow-ups>
- Re: Ivany Block, Kipp Martin
- <Possible follow-ups>
- RE: holdown at sherwall intersection, Eli Grassley
- Re: RE: holdown at sherwall intersection, bruckmandesign
- RE: holdown at sherwall intersection, Eliseo Arellano
- <Possible follow-ups>
- RE: waterstops in slab, Gary Loomis
- RE: waterstops in slab,
Sherman, William
- RE: waterstops in slab, Joe Grill
- Re: Partition Load in UBC 1970,
hotmail.com
- Re: Partition Load in UBC 1970,
bcainse
- Fwd: Partition Load in UBC 1970, bcainse
- Re: Partition Load in UBC 1970, John Riley
- Re: Partition Load in UBC 1970,
bcainse
- <Possible follow-ups>
- Re: Re: Partition Load in UBC 1970, Bhairavi
- Re: Fwd: Partition Load in UBC 1970, Bhairavi
- RE: Natural Frequency of a Noncomposite Floor System, Carter, Charlie
- <Possible follow-ups>
- RE: Natural Frequency of a Noncomposite Floor System, Brian S Bossley
- RE: Natural Frequency of a Noncomposite Floor System, Carter, Charlie
- RE: Natural Frequency of a Noncomposite Floor System, Ashraf, Mohammed \(Qatar\)
- RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Michel Blangy
- <Possible follow-ups>
- RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, Polhemus, Bill
- RE: Dan Quayle was Re: Dallas to Calatrava: Redesign within the Budget, dfisher(--nospam--at)fpse.com
- Re: OT. Excel for 2006 FIFA World CUP, John Riley
- <Possible follow-ups>
- RE: OT. Excel for 2006 FIFA World CUP,
Casey K. Hemmatyar
- RE: OT. Excel for 2006 FIFA World CUP, John Riley
- Re: OT. Excel for 2006 FIFA World CUP,
bcainse
- RE: OT. Excel for 2006 FIFA World CUP, Michel Blangy
- RE: OT. Excel for 2006 FIFA World CUP, Casey K. Hemmatyar
- RE: OT. Excel for 2006 FIFA World CUP, Polhemus, Bill
- <Possible follow-ups>
- RE: Vish's jottings, Ashraf, Mohammed \(Qatar\)
- RE: Vish's jottings, Polhemus, Bill
- RE: Vish's jottings, Polhemus, Bill
- <Possible follow-ups>
- Tack-welding nuts of high strength bolts,
Garner, Robert
- Re: Tack-welding nuts of high strength bolts, S. Gordin
- Re: Tack-welding nuts of high strength bolts, Christopher Wright
- Double nut, high strength bolts, Dave Gaines
- RE: Tack-welding nuts of high strength bolts, Harold Sprague
- Tension rod bracing displacment, Dave Gaines
- RE: Tension rod bracing, Harold Sprague
- <Possible follow-ups>
- RE: Tension rod bracing,
Haan, Scott M POA
- RE: Tension rod bracing,
Harold Sprague
- Re: Tension rod bracing, Syed A Masroor
- Re: Tension rod bracing, Ganesh Thiagarajan
- RE: Tension rod bracing,
Harold Sprague
- Re: Tension rod bracing, Himat Solanki
- Re: Tension rod bracing,
Rhkratzse
- Re: Tension rod bracing,
Ganesh Thiagarajan
- Re: Tension rod bracing, Christopher Wright
- Re: Tension rod bracing, Ganesh Thiagarajan
- Re: Tension rod bracing,
Ganesh Thiagarajan
- Re: Tack Welding of Nuts, Christopher Wright
- Re: 2006 FIFA World Cup: Who Cares?,
Anantha Narayan C.K.
- Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
- Re: 2006 FIFA World Cup: Who Cares?, Gary L. Hodgson and Assoc.
- Re: 2006 FIFA World Cup: Who Cares?, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: 2006 FIFA World Cup: Who Cares?,
Polhemus, Bill
- Re: 2006 FIFA World Cup: Who Cares?, Jordan Truesdell, PE
- Re: 2006 FIFA World Cup: Who Cares?,
Gary L. Hodgson and Assoc.
- RE: 2006 FIFA World Cup: Who Cares?, dave lowen
- RE: 2006 FIFA World Cup: Who Cares?,
Polhemus, Bill
- RE: 2006 FIFA World Cup: Who Cares?, David Topete
- RE: 2006 FIFA World Cup: Who Cares?,
Polhemus, Bill
- RE: 2006 FIFA World Cup: Who Cares?,
David Topete
- Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
- Re: 2006 FIFA World Cup: Who Cares?, David Topete
- Re: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
- RE: 2006 FIFA World Cup: Who Cares?, David Topete
- RE: 2006 FIFA World Cup: Who Cares?,
David Topete
- RE: 2006 FIFA World Cup: Who Cares?,
Polhemus, Bill
- Re: 2006 FIFA World Cup: Who Cares?, S. Gordin
- RE: FW: 2006 FIFA World Cup: Who Cares?, Josh Comfort
- Re: FW: 2006 FIFA World Cup: Who Cares?, Gerard Madden, SE
- <Possible follow-ups>
- Re: FW: FW: 2006 FIFA World Cup: Who Cares?,
Timothy Allison
- RE: FW: FW: 2006 FIFA World Cup: Who Cares?, Josh Comfort
- Re: Snow Drift and Importance Factor, Drew Morris
- Re: Active Pressure Coefficient of..., Jordan Truesdell, PE
- Re: Active Pressure Coefficient of..., Neil Moore
- <Possible follow-ups>
- RE: Active Pressure Coefficient of..., Stefan Reumers
- RE: Active Pressure Coefficient of..., Polhemus, Bill
- RE: Active Pressure Coefficient of...,
Polhemus, Bill
- Re: Active Pressure Coefficient of..., S. Gordin
- Re: Active Pressure Coefficient of...,
bcainse
- Re: Active Pressure Coefficient of..., Jordan Truesdell, PE
- RE: Active Pressure Coefficient of..., Joe Grill
- RE: Active Pressure Coefficient of..., Polhemus, Bill
- RE: Reducing ACAD file size, Barry Welliver
- <Possible follow-ups>
- Re: Reducing ACAD file size,
Mlcse
- RE: Reducing ACAD file size, Barry Welliver
- RE: Reducing ACAD file size, Eli Grassley
- Re: Hurricane and Multi-batch, Jordan Truesdell, PE
- Re: Cricket Explained, Anantha Narayan C.K.
- Re: Cricket Explained,
Gerard Madden, SE
- Re: Cricket Explained,
Anantha Narayan C.K.
- Re: Cricket Explained, Gerard Madden, SE
- Re: Cricket Explained, Anantha Narayan C.K.
- Re: Cricket Explained, Christopher Wright
- Re: Cricket Explained, Neil Moore
- Re: Cricket Explained, Christopher Wright
- Re: Cricket Explained, Aswin Rangaswamy
- Re: Cricket Explained, Gerard Madden, SE
- Re: Cricket Explained, Gary L. Hodgson and Assoc.
- Re: Cricket Explained, Gary L. Hodgson and Assoc.
- welding nuts follow-up,
S. Gordin
- Re: welding nuts follow-up, Paul Blomberg
- Re: Cricket Explained,
Anantha Narayan C.K.
- <Possible follow-ups>
- RE: Cricket Explained, Polhemus, Bill
- RE: Cricket Explained,
Polhemus, Bill
- Re: Cricket Explained, Gary L. Hodgson and Assoc.
- Re: Cricket Explained, Drew Morris
- RE: Cricket Explained,
Polhemus, Bill
- RE: Cricket Explained,
dave lowen
- Re: Cricket Explained, Gerard Madden, SE
- Re: Cricket Explained, Daryl Richardson
- RE: Cricket Explained, Padmanabhan Rajendran
- RE: Cricket Explained, Reza Dashti Asl
- RE: Cricket Explained,
dave lowen
- RE: Cricket Explained,
Polhemus, Bill
- Re: Cricket Explained,
Gerard Madden, SE
- Re: Cricket Explained, Ray Pixley
- Re: Cricket Explained,
Gerard Madden, SE
- RE: Cricket Explained,
Polhemus, Bill
- Re: Cricket Explained Again and Again, Gary L. Hodgson and Assoc.
- RE: Cricket Explained, Polhemus, Bill
- RE: Cricket Explained,
Polhemus, Bill
- RE: Cricket Explained, Anantha Narayan C.K.
- RE: Cricket Explained,
Reza Dashti Asl
- RE: Cricket Explained, Neil Moore
- RE: Cricket Explained, Polhemus, Bill
- RE: Cricket Explained, Polhemus, Bill
- RE: double angle vs starred (cruciform) angle,
Harold Sprague
- RE: double angle vs starred (cruciform) angle,
Neil Moore
- Re: double angle vs starred (cruciform) angle, Christopher Wright
- Re: double angle vs starred (cruciform) angle, Syed A Masroor
- Re: double angle vs starred (cruciform) angle, John Riley
- RE: double angle vs starred (cruciform) angle,
Neil Moore
- <Possible follow-ups>
- Re: double angle vs starred (cruciform) angle,
G Vishwanath
- Re: double angle vs starred (cruciform) angle, Padmanabhan Rajendran
- Re: FIFA World Cup: Who Cares, Gary L. Hodgson and Assoc.
- Re: Concrete water damage, James Cohen
- Re: Concrete water damage, John Riley
- <Possible follow-ups>
- Re: Concrete water damage,
sscholl2(--nospam--at)juno.com
- Re: Concrete water damage, bcainse
- Re: Concrete water damage, Ed . Haninger
- <Possible follow-ups>
- Re: MBMA, Paul Ransom
- <Possible follow-ups>
- Try our pills. Interesting offers, Florence
- Try Our pills. Interesting offers, Kayla
- Try Our pills. Interesting offers, Alta
- <Possible follow-ups>
- one pill brings loads of pleasure, Roxanne
- One pill brings lOads Of pleasure, Keri
- <Possible follow-ups>
- Y0ur medicinE is rEady and waiting f0r y0u, Faye
- Y0ur medicinE is rEady and waiting f0r y0u, Carly
- <Possible follow-ups>
- Deck Ledger, AWC Info
- <Possible follow-ups>
- Save yOur mOney, buy pills there!, Camille
- SavE yOur mOnEy, buy pills there!, Jerold
- <Possible follow-ups>
- Now 40% chEapEr, buy pils and your woman will bE happy, Bonita
- <Possible follow-ups>
- Simple things review., Latoya
- Simple things review., Joesph
- <Possible follow-ups>
- Fw: The VeRost Boltable Anchor Plate, Tom . Hunt
- Fw: The VeRost Boltable Anchor Plate,
Ed . Haninger
- Re: Fw: The VeRost Boltable Anchor Plate,
chuck utzman
- Re: Fw: The VeRost Boltable Anchor Plate, S. Gordin
- Re: Fw: The VeRost Boltable Anchor Plate,
chuck utzman
- Re: welding nuts follow-up, S. Gordin
- <Possible follow-ups>
- Re: welding nuts follow-up,
Jim Getaz
- Re: welding nuts follow-up,
Daryl Richardson
- Re: welding nuts follow-up, chuck utzman
- Re: welding nuts follow-up, Daryl Richardson
- Re: welding nuts follow-up, chuck utzman
- Re: welding nuts follow-up, Robert Kazanjy
- Re: welding nuts follow-up,
Daryl Richardson
- Welding nuts follow-up, Nick Bassar
- RE: welding nuts follow-up,
Mike Jones
- Re: welding nuts follow-up, Robert Kazanjy
- RE: Small office use of Autodesk Revit Structural, Rich Lewis
- <Possible follow-ups>
- RE: Small office use of Autodesk Revit Structural,
Mark Johnson
- RE: Small office use of Autodesk Revit Structural, Dennis Wish
- Re: RE: Small office use of Autodesk Revit Structural,
bruckmandesign
- RE: RE: Small office use of Autodesk Revit Structural,
Barry H. Welliver
- RE: RE: Small office use of Autodesk Revit Structural, Dennis Wish
- RE: RE: Small office use of Autodesk Revit Structural, Barry H. Welliver
- RE: RE: Small office use of Autodesk Revit Structural,
Barry H. Welliver
- Re: RE: RE: Small office use of Autodesk Revit Structural, bruckmandesign
- Re: RE: RE: Small office use of Autodesk Revit Structural, bruckmandesign
- RE: RE: Small office use of Autodesk Revit Structural,
Yi Yang
- Re: Small office use of Autodesk Revit Structural, Jordan Truesdell, PE
- RE: Small office use of Autodesk Revit Structural,
bruckmandesign
- RE: Small office use of Autodesk Revit Structural, Barry Welliver
- Re: Re: Small office use of Autodesk Revit Structural, bruckmandesign
- Re: RE: Small office use of Autodesk Revit Structural, bruckmandesign
- Re: Open building with pitched roof,
Dave Gaines
- RE: Open building with pitched roof, Joe Grill
- Re: Open building with pitched roof,
Roger Davis
- RE: Open building with pitched roof, Joe Grill
- Re: Open building with pitched roof,
Scott Maxwell
- RE: Open building with pitched roof, Joe Grill
- RE: Open building with pitched roof,
Nels Roselund
- RE: Open building with pitched roof, Joe Grill
- <Possible follow-ups>
- RE: Open building with pitched roof, Polhemus, Bill
- Re: Maps of Known Active Fault Near-Source Zones in CA,
bcainse
- Rephrased: Maps of Known Active Fault Near-Source Zones in CA,
Michel Blangy
- Re: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, bcainse
- RE: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Mark E. Deardorff
- RE: Rephrased: Maps of Known Active Fault Near-Source Zones in CA, Mark E. Deardorff
- Rephrased: Maps of Known Active Fault Near-Source Zones in CA,
Michel Blangy
- <Possible follow-ups>
- Re: Maps of Known Active Fault Near-Source Zones in CA, Eliseo Arellano
- <Possible follow-ups>
- RE: Nut Keepers, or Welding Nuts, Garner, Robert
- Re: Exposed Beam Roof Design,
Scott Maxwell
- RE: Exposed Beam Roof Design,
Dennis Wish
- RE: Exposed Beam Roof Design, Scott Maxwell
- RE: Exposed Beam Roof Design,
Dennis Wish
- <Possible follow-ups>
- RE: Exposed Beam Roof Design,
Polhemus, Bill
- RE: Exposed Beam Roof Design, Scott Maxwell
- RE: Exposed Beam Roof Design,
Chuck Ritter
- RE: Exposed Beam Roof Design, Dennis Wish
- <Possible follow-ups>
- Another Canopy Wind Question, Joe Grill
- Message not available
- Re: Results of National Student CE Competitions, Neil Moore
- RE: Results of National Student CE Competitions, Kent Carlson - SHEARMAX
- <Possible follow-ups>
- RE: Results of National Student CE Competitions, dfisher(--nospam--at)fpse.com
- RE: Results of National Student CE Competitions, Polhemus, Bill
- <Possible follow-ups>
- Season sales! Cheap tabs!, Lucia
- Re: Fire Resistance Ratings, Daryl Richardson
- Re: Fire Resistance Ratings, Violeta Tihova
- <Possible follow-ups>
- Re: Fire Resistance Ratings, Jnapd
- RE: Fire Resistance Ratings, Kestner, James W.
- Re: Slab floor damage, S. Gordin
- RE: Slab floor damage, Dennis Wish
- <Possible follow-ups>
- RE: Slab floor damage,
Stuart, Matthew
- RE: Slab floor damage,
Joe Grill
- RE: Slab floor damage, Stuart, Matthew
- Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Charley Hamilton
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Dave Gaines
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- RE: Slab floor damage,
Joe Grill
- Re: Slab floor damage,
ENGRLAINES
- RE: Slab floor damage, Dennis Wish
- <Possible follow-ups>
- Everyb0dy w0rking with sales, but we are w0rking with pe0ple, Lynn
- EvEryb0dy w0rking with salEs, but wE arE w0rking with pE0plE, Hilario
- <Possible follow-ups>
- Your medicine is ready and waiting for you, Kirby
- YOur medicine is ready and waiting fOr yOu, Brock
- Your medicine is ready and waiting for you, Emmanuel
- Your medicine is ready and waiting for you, Diego
- Your medicine is ready and waiting for you, Tamera
- <Possible follow-ups>
- D0ct0r rec0mmendati0ns, Robbie
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- <Possible follow-ups>
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC),
Mlcse
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC),
Bill Allen
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), David Topete
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Truitt Vance
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Bill Allen
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Truitt Vance
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), bcainse
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC),
Bill Allen
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Stanley E Scholl
- RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Dave Adams
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), AmerRescue
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Rhkratzse
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC),
AmerRescue
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Gerard Madden, SE
- Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC), Robert Kazanjy
- RE: STUCCO AND WALLBOARD IN E-QUAKE, Bill Allen
- <Possible follow-ups>
- Re: RE: STUCCO AND WALLBOARD IN E-QUAKE,
bruckmandesign
- RE: RE: STUCCO AND WALLBOARD IN E-QUAKE, Bill Allen
- Re: STUCCO AND WALLBOARD IN E-QUAKE, Stanley E Scholl
- RE: STUCCO AND WALLBOARD IN E-QUAKE, T . W . Allen
- STUCCO AND WALLBOARD IN E-QUAKE, ggg
- Re: STUCCO AND WALLBOARD IN E-QUAKE, sscholl2
- Re: STUCCO AND WALLBOARD IN E-QUAKE,
Stanley E Scholl
- Re: STUCCO AND WALLBOARD IN E-QUAKE, Robert Kazanjy
- <Possible follow-ups>
- good meds solutiond firectly from manufacturer, German
- <Possible follow-ups>
- GOOd cOnditiOns fOr pills purchase, George
- Good conditions for pills purchasE, Lavern
- Good conditions for pills purchase, Octavio
- <Possible follow-ups>
- b4d health - I kn0w how t0 help, Corey
- <Possible follow-ups>
- Re: tile buckling- cracking, ENGRLAINES
- RE: Frisco Highline Bridge burned, Robert E Shaw Jr
- RE: SIMPLIFIED BASE SHEAR DESIGN, Ing. Jose Larrea
- <Possible follow-ups>
- RE: SIMPLIFIED BASE SHEAR DESIGN, Gustavo Franco
- RE: SIMPLIFIED BASE SHEAR DESIGN, Eli Grassley
- RE: SIMPLIFIED BASE SHEAR DESIGN, Gustavo Franco
- SIMPLIFIED BASE SHEAR DESIGN, Eliseo Arellano
- Re: SIMPLIFIED BASE SHEAR DESIGN, Jnapd
- SIMPLIFIED BASE SHEAR DESIGN, Eliseo Arellano
- RE: SIMPLIFIED BASE SHEAR DESIGN,
Eli Grassley
- RE: SIMPLIFIED BASE SHEAR DESIGN, Gary Grinstead
- RE: SIMPLIFIED BASE SHEAR DESIGN, Pinyon Engineering
- Re: Timber floor framing,
Scott Maxwell
- Re: Timber floor framing, Daryl Richardson
- Re: Timber floor framing,
Lloyd Pack
- RE: Timber floor framing,
Joe Grill
- RE: Timber floor framing, David Topete
- RE: Timber floor framing, Joe Grill
- RE: Timber floor framing, Lloyd Pack
- RE: Timber floor framing, Lloyd Pack
- Re: Timber floor framing, chuck utzman
- RE: Timber floor framing,
Joe Grill
- Message not available
- Re: Heavy equipment on roof, Neil Moore
- <Possible follow-ups>
- Re: Heavy equipment on roof,
Jnapd
- Dead+Seismic for heavy equipment on roof, Dave Gaines
- RE: Heavy equipment on roof, Ashraf, Mohammed \(Qatar\)
- Re: Retaining Wall for Fertilizer, Robert Kazanjy
- RE: wood floor framing, David Topete
- <Possible follow-ups>
- RE: Dead+Seismic for heavy equipment on roof, Ashraf, Mohammed \(Qatar\)
- Re: Dead+Seismic for heavy equipment on roof, Mlcse
- RE: Dead+Seismic for heavy equipment on roof, Michael Bryson
- property line situation,
S. Gordin
- Re: property line situation, Daryl Richardson
- Re: property line situation,
Jordan Truesdell, PE
- RE: property line situation,
Mark E. Deardorff
- Re: property line situation, Jordan Truesdell, PE
- Re: property line situation,
Robert Kazanjy
- Re: property line situation, S. Gordin
- Re: property line situation, Tarek Mokhtar
- Re: property line situation, S. Gordin
- Re: property line situation, bcainse
- Re:Property line situation, S. Gordin
- RE: property line situation,
Mark E. Deardorff
- <Possible follow-ups>
- RE: property line situation, Polhemus, Bill
- Re: Terror!,
S. Gordin
- Re: Terror!, Christopher Wright
- RE: Pressure treated wood lagging,
Nels Roselund
- Re: Pressure treated wood lagging, Raymond Shreenan
- Re: Pressure treated wood lagging, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: convictions abroad...,
Polhemus, Bill
- RE: convictions abroad..., David Topete
- Re: San Bernadino wind speed, Lloyd Pack
- <Possible follow-ups>
- RE: San Bernadino wind speed,
Paul Feather
- RE: San Bernadino wind speed, Sharon
- Re: San Bernadino wind speed, Jnapd
- RE: San Bernadino wind speed,
Polhemus, Bill
- RE: San Bernadino wind speed,
Sharon
- RE: San Bernadino wind speed, Joe Grill
- RE: San Bernadino wind speed,
Sharon
- Re: San Bernadino wind speed, Jnapd
- RE: San Bernadino wind speed,
Paul Feather
- Winos, was San Bernardino wind speed,
Sharon
- Re: Winos, was San Bernardino wind speed, Gerard Madden, SE
- RE: Winos, was San Bernardino wind speed, Sharon
- Re: Winos, was San Bernardino wind speed, Gerard Madden, SE
- Re: Winos, was San Bernardino wind speed, Wimbleton, Walter DeVore
- Winos, was San Bernardino wind speed,
Sharon
- RE: San Bernadino wind speed, Doug Mayer
- Re: ANSI/TIA-222-G-2005, Padmanabhan Rajendran
- Re: ANSI/TIA-222-G-2005,
Drew Morris
- Re: ANSI/TIA-222-G-2005,
Ed . Haninger
- Re: ANSI/TIA-222-G-2005, Daryl Richardson
- Re: ANSI/TIA-222-G-2005, Scott Maxwell
- Re: ANSI/TIA-222-G-2005,
Ed . Haninger
- RE: Full height stud requirements in IRC2000/2003, Haan, Scott M POA
- Re: Full height stud requirements in IRC2000/2003,
Daryl Richardson
- Re: Full height stud requirements in IRC2000/2003, Jordan Truesdell, PE
- <Possible follow-ups>
- RE: Full height stud requirements in IRC2000/2003, Meyer, Albert
- RE: Log Strucutres - IS-LOG document,
Haan, Scott M POA
- Re: Log Strucutres - IS-LOG document,
Jordan Truesdell, PE
- RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
- Re: Log Strucutres - IS-LOG document, Jordan Truesdell, PE
- RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
- Re: Log Strucutres - IS-LOG document, Jordan Truesdell, PE
- RE: Log Strucutres - IS-LOG document, Haan, Scott M POA
- Re: Log Strucutres - IS-LOG document, Scott Maxwell
- Re: Log Strucutres - IS-LOG document,
Jordan Truesdell, PE
- Re: positive connection for wood beams to columns, Scott Maxwell
- RE: positive connection for wood beams to columns, Haan, Scott M POA
- <Possible follow-ups>
- RE: positive connection for wood beams to columns, Michael Bryson
- <Possible follow-ups>
- Save y0ur budget, p0werful medicine for a l0w price., Norris
- <Possible follow-ups>
- MakE y0ur girlfriEnd happy, man hEalth 0ffers f0r a l0w price., Sylvia
- <Possible follow-ups>
- Effective medicine cOuld be cheap!, Suzette
- <Possible follow-ups>
- The best pils fOr men health by lOwer prices!, Brenton
- <Possible follow-ups>
- online pharmaceutics consultations, Weston
- Re: timber knee braces, Scott Maxwell
- RE: Town homes project pricing, Joe Grill
- Message not available
- Re: Town homes project pricing, Neil Moore
- Re: Town homes project pricing,
IRV FRUCHTMAN
- Re: Town homes project pricing, Jordan Truesdell, PE
- Re: Town homes project pricing,
bcainse
- Re: Town homes project pricing, Daryl Richardson
- Re: Town homes project pricing, chuck utzman
- <Possible follow-ups>
- Town homes project pricing, Ed . Haninger
- Town homes project pricing, Tom . Hunt
- Town homes project pricing, Rand W Holtham
- Town homes project pricing, Trib K Mittra
- RE: Town homes project pricing, Polhemus, Bill
- RE: Town homes project pricing,
Polhemus, Bill
- RE: Town homes project pricing, Joe Grill
- RE: Town homes project pricing, Garner, Robert
- Re: Town homes project pricing, Jnapd
- <Possible follow-ups>
- RE: Moment of Gyration, Collier, Randy
- RE: Moment of Gyration, Tom . Hunt
- RE: Moment of Gyration, Ed . Haninger
- RE: Moment of Gyration, Markajohn
- RE: Moment of Gyration, Rand W Holtham
- RE: Moment of Gyration, Yang, Frank
- RE: Moment of Gyration, Polhemus, Bill
- RE: Moment of Gyration, Polhemus, Bill
- Re: Did you know this?, Jordan Truesdell, PE
- Re: Did you know this?,
bcainse
- Re: Did you know this?, Scott Maxwell
- Re: Did you know this?,
Avicpeng
- Re: Did you know this?, Padmanabhan Rajendran
- Re: Did you know this?, Christopher Wright
- <Possible follow-ups>
- RE: Did you know this?, Dean Briggs
- Re: Did you know this?,
Kipp Martin
- Re: Did you know this?, refugio rochin
- RE: Did you know this?,
Garner, Robert
- Re: Did you know this?, refugio rochin
- RE: Did you know this?, Polhemus, Bill
- RE: Moment Connections,
Chris Towne
- Re: Moment Connections,
refugio rochin
- RE: Moment Connections, Chris Towne
- Re: Moment Connections,
refugio rochin
- Re: Moment Connections, Scott Maxwell
- <Possible follow-ups>
- moment connections, refugio rochin
- RE: Moment Connections, Michelle Motchos
- <Possible follow-ups>
- RE: More on " Did you know this?",
Polhemus, Bill
- Re: More on " Did you know this?",
ESG Design
- Re: More on " Did you know this?", refugio rochin
- Re: More on " Did you know this?",
ESG Design
- Re: More on " Did you know this?", Jnapd
- <Possible follow-ups>
- Amazing and ch3ap 0nlin3 pharm(--nospam--at)cy.org, Andrew
- Amazing and ch3ap 0nlin3 pharm(--nospam--at)cy.org, Rosemarie
- <Possible follow-ups>
- I test these p1lls it's amazing!, Becky
- <Possible follow-ups>
- ThE bEst pils f0r mEn hEalth by l0wEr pricEs!, Margery
- <Possible follow-ups>
- Re: More on " Did you know this?",
esgdesign
- Re: More on " Did you know this?", David Topete
- <Possible follow-ups>
- Professional liability insurance (again), Ed . Haninger
- <Possible follow-ups>
- Re: Winos, was San Bernardino wind speed, Jnapd
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