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SEAINT Mail Archive 2008 (Apr-Jun)

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Messages: 1239

Tue Apr 01 17:11:15 GMT 2008

request, Muuse Mursal Cumar
condition assessment, Christopher Banbury
Re: House Leveling, Bill Polhemus
Re: condition assessment, Jordan Truesdell, PE
Re: condition assessment, Rhkratzse
RE: House Leveling, Gaines, David
Re: request, David Topete
RE: request, David Fisher
Re: House Leveling, Gerard Madden, SE
Re: House Leveling, ECVAl3
Re: House Leveling, Bill Polhemus
Re: House Leveling, Bill Polhemus
RE: House Leveling, Donald Bruckman
NSF/Popular Mechanics Bridge Infrastructure Webcast Conference 4/10, Abolhassan Astaneh-Asl

Wed Apr 02 01:17:47 GMT 2008

Mechanical Engineer wants me to stamp his M sheets, Gould, Diane
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: condition assessment, Rich Lewis
Re: request, Bill Polhemus
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
ASCE- Engineers Society Accused of Cover-ups, (Associated Press News Story), Abolhassan Astaneh-Asl

Fri Apr 04 00:44:36 GMT 2008

RE: ASCE- Engineers Society Accused of Cover-ups, (Associated Press News Story), Scott, William N
Is list server down?, Larry Hauer
RE: Is list server down?, Conrad Harrison
RE: Mechanical Engineer wants me to stamp his M sheets, Terry Weatherby
RE: Mechanical Engineer wants me to stamp his M sheets, Marlou Rodriguez
re: home evaluation, Andrew Kester, P.E.
RE: ASCE- Engineers Society Accused of Cover-ups, (Associated Press News Story), Scott, William N
Re: request, dfisher
RE: Mechanical Engineer wants me to stamp his M sheets, Terry Weatherby
RE: subgrade modulus, Benjamin Maxwell
Re: House Leveling, Jerry Coombs
RE: Mechanical Engineer wants me to stamp his M sheets, Conrad Harrison
Steel slides for quick reference, G Vishwanath
Re: Steel slides for quick reference, Szuchuan Chang
Re: House Leveling, Jerry Coombs
RE: Steel slides for quick reference, Conrad Harrison
Re: Steel slides for quick reference, G Vishwanath
RE: Steel slides for quick reference, Conrad Harrison
Re: Steel slides for quick reference, G Vishwanath
RE: Steel slides for quick reference, Garner, Robert
RE: home evaluation, Christopher Banbury
Re: House Leveling, sscholl2(--nospam--at)juno.com
Mechanical Engineer wants me to stamp his M sheets, Mark Gilligan
Re: Steel slides for quick reference, Christopher Wright

Sun Apr 06 23:29:55 GMT 2008

Steel Stairs and Railing Design, Taylor Motley
RE: Steel Stairs and Railing Design, Conrad Harrison

Mon Apr 07 00:22:38 GMT 2008

Re: Archiving Trade Magazines, Bill Polhemus
Lawyers [WAS Re: ASCE being attacked], Bill Polhemus
Design Aids? ( RE: Steel slides for quick reference), Conrad Harrison
RE: Steel slides for quick reference, Conrad Harrison
RE: Steel Stairs and Railing Design, Gary Loomis
re: steel stairs, Andrew Kester, PE
steel stairs, Terry Weatherby
Concentrated Loads on Plywood Floors..., Benjamin Maxwell
Water Heater Bracing Guidelines, Paul Blomberg
Re: Concentrated Loads on Plywood Floors..., Drew Morris
Re: Water Heater Bracing Guidelines, Chris Slater
ASCE 7 errata, Gerard Madden, SE
Re: Water Heater Bracing Guidelines, Paul Blomberg
RE: ASCE 7 errata, Scott Maxwell
RE: Concentrated Loads on Plywood Floors..., Harold Sprague
Aluminum and Stainless Steel Design guides, Joseph R. Grill
Re: ASCE 7 errata, Gerard Madden, SE
Re: Concentrated Loads on Plywood Floors..., Daryl Richardson
RE: ASCE 7 errata, Scott Maxwell
Unreinforced masonry testing, Alexander (Sasha) Itsekson
Unreinforced masonry testing, Tom . Hunt

Tue Apr 08 00:48:31 GMT 2008

RE: Aluminum and Stainless Steel Design guides, Conrad Harrison
RE: Aluminum and Stainless Steel Design guides, Joseph R. Grill
RE: Concentrated Loads on Plywood Floors..., Conrad Harrison
Re: Aluminum and Stainless Steel Design guides, Christopher Wright
RE: Aluminum and Stainless Steel Design guides, Conrad Harrison
Take a look at jaxtr!, Sadanand Ojha
Residential Project in Toronto, Canada, Daryl Richardson
AASHTO Bridge L > 240', g r

Wed Apr 09 23:04:26 GMT 2008

ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Haan, Scott M POA

Thu Apr 10 00:05:34 GMT 2008

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?, Will Haynes
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?, 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: Concentrated Loads on Plywood Floors..., Benjamin Maxwell
Re: ASCE7-05 240 ft ordinary braced frames in seismic design category D?, Gerard Madden, SE
Re: Concentrated Loads on Plywood Floors..., Drew Morris
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

Fri Apr 11 18:42:22 GMT 2008

Re: Take a look at jaxtr!, Bill Polhemus
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

Sat Apr 12 06:21:48 GMT 2008

Pictures needed of Seismic Damage to Residential Construction, Dennis Wish
The Boltable Embed Plate, Russell VeRost

Sun Apr 13 00:11:15 GMT 2008

off-topic,was-The Boltable Embed Plate, robert . freeman
The Boltable Embed Plate, Abolhassan Astaneh-Asl
The Boltable Embed Plate, Trib K Mittra
Existing Beam: Repair or O.K.?, Bill Allen
Re: Existing Beam: Repair or O.K.?, Chris Slater
Re: Existing Beam: Repair or O.K.?, Jnapd

Mon Apr 14 11:42:06 GMT 2008

Re: Existing Beam: Repair or O.K.?, Gary L. Hodgson and Assoc.
Re: Existing Beam: Repair or O.K.?, IRV FRUCHTMAN
Existing Beam: Repair or O.K.?, Abolhassan Astaneh-Asl
RE: Existing Beam: Repair or O.K.?, Joseph R. Grill
The Boltable Embed Plate, Tom . Hunt
Concrete Specs for Composite HSS, Christopher Banbury
Re: Existing Beam: Repair or O.K.?, ECVAl3
Re: Concrete Specs for Composite HSS, Tom . Hunt
Re: Existing Beam: Repair or O.K.?, Gerard Madden, SE
Re: Existing Beam: Repair or O.K.?, David Topete
RE: Existing Beam: Repair or O.K.?, Scott Maxwell
Safety factor=4 for anchors, Wontae Kim
Re: Safety factor=4 for anchors, Jerry Coombs
RE: Existing Beam: Repair or O.K.?, Bill Allen
Period of rigid non building structure, Joseph R. Grill
Re: Period of rigid non building structure, Christopher Wright
RE: Existing Beam: Repair or O.K.?, Scott Maxwell

Tue Apr 15 08:36:23 GMT 2008

PIPE ON A SKID, ASC
Re: Period of rigid non building structure, Jordan Truesdell, PE
Re: Existing Beam: Repair or O.K.?, Gary L. Hodgson and Assoc.
Re: Period of rigid non building structure, Benjamin Maxwell
Thermal break in conc. wall, Gordon Goodell
RE: Safety factor=4 for anchors, Harold Sprague
RE: Thermal break in conc. wall, Harold Sprague
Seismic Equation Misprint?, Joseph R. Grill
Re: Seismic Equation Misprint?, David Adie
Two-Way Slab Supported by Steel Columns, atc769
RE: Seismic Equation Misprint?, Joseph R. Grill
Re: Seismic Equation Misprint?, ECVAl3
Lord of the Revits: Fellowship of the Bim, Gerard Madden, SE
RE: Lord of the Revits: Fellowship of the Bim, Garner, Robert
AISC minimum number of bolts, Drew Morris
Re: AISC minimum number of bolts, jatech
Re: AISC minimum number of bolts, Daniel Popp
Re: AISC minimum number of bolts, Drew Morris
Re: Lord of the Revits: Fellowship of the Bim, Gerard Madden, SE

Wed Apr 16 01:06:52 GMT 2008

RE: Lord of the Revits: Fellowship of the Bim, Jeff Smith
Lap Splicing, Romel Gomez
RE: AISC minimum number of bolts, Bill Allen
RE: Lord of the Revits: Fellowship of the Bim, Bill Allen
RE: AISC minimum number of bolts, Conrad Harrison
Re: Lord of the Revits: Fellowship of the Bim, Jerry Coombs
DSTV-what do the letters signify?, G Vishwanath
Re: Lord of the Revits: Fellowship of the Bim, bill
RE: Seismic Equation Misprint?, Dennis Wish
RE: Seismic Equation Misprint?, Joseph R. Grill
Re: DSTV-what do the letters signify?, Alexander Bausk
Re: Lord of the Revits: Fellowship of the Bim, Phuong Nguyen
Re: DSTV-what do the letters signify?, Bill Polhemus
RE: Lord of the Revits: Fellowship of the Bim, Gordon Goodell
ACI 318 Appendix D, refugio rochin
Re: Lord of the Revits: Fellowship of the Bim, Jordan Truesdell, PE
ACI 318 APP D, refugio rochin
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: 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
Back to ACI App D and Punching Shear, refugio rochin
Re: AISC minimum number of bolts, Will Haynes

Thu Apr 17 00:05:39 GMT 2008

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: Back to ACI App D and Punching Shear, Haan, Scott M POA
DSTV-Deutsher Stahlbau Verband, G Vishwanath
RE: DSTV-Deutsher Stahlbau Verband, Conrad Harrison
RE: Safety factor=4 for anchors, Mark Gilligan
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
On 'moral corruption' and 'disregard for human life', ASC
DStV again, G Vishwanath
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: 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 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...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, Abolhassan Astaneh-Asl
Autodesk Revit, BIM, Szuchuan Chang
Building Expansion Joint, Shim, Sunho
Field Grading of Existing Wood Framing, Jeff Smith
Re: Field Grading of Existing Wood Framing, Rhkratzse
RE: Field Grading of Existing Wood Framing, Jeff Smith
RE: Climate Change, Terry Weatherby
RE: Field Grading of Existing Wood Framing, 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
RE: Field Grading of Existing Wood Framing, Gaines, David
RE: Climate Change, Harold Sprague
RE: Climate Change, Haan, Scott M POA
Slab-on-grade sloped for sprinkler drainage under access floor, Haan, Scott M POA

Fri Apr 18 00:23:04 GMT 2008

RE: Climate Change, Richard L. Hess
Re: Climate Change, Christopher Wright
RE: Slab-on-grade sloped for sprinkler drainage under access floor, Harold Sprague
RE: DStV again, Conrad Harrison
RE: Weak Rivets...etc., Conrad Harrison
A Programming Question, Gary L. Hodgson and Assoc.
Re: A Programming Question, Alexander Bausk
RE: A Programming Question, Harold Sprague
Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Micayas, Julius
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, Thor Tandy
Re: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, David Topete
RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Jason Christensen
Re: A Programming Question, Christopher Wright
RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Michel Blangy
Re: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Jordan Truesdell, PE
RE: Slab-on-grade sloped for sprinkler drainage under access floor, Haan, Scott M POA
RE: A Programming Question, Scott Maxwell
Re: A Programming Question, Alexander Bausk
retrofit vertical reinforcement in masonry wall, Christopher Banbury
Re: A Programming Question, Christopher Wright
RE: A Programming Question, Acharya, Suresh
Concrete-filled steel piles, Kevin Below

Sat Apr 19 00:17:13 GMT 2008

RE: Concrete-filled steel piles, Haan, Scott M POA
Re: Climate Change, Stan Caldwell
Distribution of Wind Loads to diaphragm in Spreadsheets, Dennis Wish
Re: Distribution of Wind Loads to diaphragm in Spreadsheets, Jnapd
Concrete-filled steel piles, Abolhassan Astaneh-Asl
test, Chuck Utzman
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, Shaun Dustin
RE: Climate Change, Benjamin Maxwell
Re: Concrete-filled steel piles, Abolhassan Astaneh-Asl
RE: Distribution of Wind Loads to diaphragm in Spreadsheets, Bill Allen

Sun Apr 20 02:20:49 GMT 2008

Testing Connection >> I have not been receiving messages during the past weeks?, Jim Chatterley PE
Concrete-filled steel piles, Abolhassan Astaneh-Asl
The Boltable Embed Plate, Russell VeRost
Fw: The Boltable Embed Plate, Russell VeRost
test, Chuck Utzman
Re: A Programming Question, Alex C. Nacionales
SE Review Seminars based on 2006 IBC and 2007 CBC in LA & SF, StructuralReview
RE: Climate Change, Richard Hess

Mon Apr 21 01:56:26 GMT 2008

Re: Climate Change, Stan Caldwell
Re: Climate Change, Chris Slater
Re: Testing Connection, Paul Ransom
RE: The Boltable Embed Plate, Swami Raviraj (Mumbai - Civil)
RE: The Boltable Embed Plate, Swami Raviraj (Mumbai - Civil)
Re: Climate Change, Christopher Wright
Structural Irregularity, Dennis Wish
Embedded plate into concrete, Swami Raviraj (Mumbai - Civil)
RE: Climate Change, Richard Hess
RE: Climate Change, bill
The Boltable Embed Plate, Tom . Hunt
Fw: The Boltable Embed Plate, Tom . Hunt
RE: Climate Change, Jerry Coombs
RE: Climate Change, bill
CONCRETE: Warranty for Steel Fiber Reinforcement?, bill
Re: Climate Change, Chris Slater
Re: Climate Change, bill
RE: Structural Irregularity, Michel Blangy
RE: Field Grading of Existing Wood Framing, Jeff Smith
RE: Climate Change, Gordon Goodell
RE: Climate Change, sscholl2(--nospam--at)juno.com
RE: Climate Change, bill
RE: Field Grading of Existing Wood Framing, Gaines, David
RE: Climate Change, Richard L. Hess
RE: Climate Change, David Fisher
RE: Climate Change, bill
RE: Climate Change, bill
RE: Climate Change, Scott Maxwell
RE: Climate Change, David Fisher
RE: Climate Change, bill
RE: Climate Change, David Fisher
FW: Climate Change, David Fisher
RE: Climate Change, Scott Maxwell
RE: Climate Change, Haan, Scott M POA
RE: Testing Connection >> I have not been receiving messages during the past weeks?, Dennis Wish
RE: Testing Connection >> I have not been receiving messages during the past weeks?, Lloyd Pack
RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Marlou Rodriguez

Tue Apr 22 06:23:03 GMT 2008

Re: Distribution of Wind Loads to diaphragm in Spreadsheets, Jnapd
Re: Climate Change, sam2000 . (sam2000)
Re: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Alexander Bausk
RE: Field Grading of Existing Wood Framing, AWC Info
RE: Climate Change, David Fisher
RE: Testing Connection >> I have not been receiving messages during the past weeks?, Jim Getaz
RE: Climate Change, Bill Allen
RE: Climate Change, David Fisher
RE: Drawing file conversion from handwriting and pdf file to Auto Cadd dwg file, Marlou Rodriguez
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
INNOVATIONS IN STRUCTURAL ENGINEERING, a public lecture by Dr. Adib, Senior VP, WSP Cantor Seinuk, Abolhassan Astaneh-Asl
ASCE 7-05 Diaphragm Design, Gerard Madden, SE
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, Haan, Scott M POA
RE: ASCE 7-05 Diaphragm Design, Paul Feather
Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Jnapd
RE: ASCE 7-05 Diaphragm Design, Dennis Wish
Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Gerard Madden, SE

Wed Apr 23 00:29:33 GMT 2008

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, David Topete
RE: ASCE 7-05 Diaphragm Design, Dennis Wish
RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Scott Maxwell
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
Earth Day, Then and Now ..., Stan Caldwell
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 ..., Donald Bruckman
RE: ASCE 7-05 Diaphragm Design, Dennis Wish
SSI Reduction in Seismic Demand, Harold Sprague

Thu Apr 24 00:02:56 GMT 2008

RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, sscholl2(--nospam--at)juno.com
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, 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, Bill Polhemus
Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
Re: Earth Day, Then and Now ..., Bill Polhemus
Re: Earth Day, Then and Now ..., 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, Scott Maxwell
RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Scott Maxwell
Scott Threewitt is out of the office., SThreewitt
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, Michel Blangy
RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, David Fisher
knocked off again, Dennis Wish
ASTM Request, Stuart, Matthew
RE: knocked off again, Scott Maxwell
Re: knocked off again, Gerard Madden, SE
Hazus Earthquake Survivability Study, Terry Weatherby
RE: knocked off again, Michel Blangy

Fri Apr 25 02:49:08 GMT 2008

RE: knocked off again, Dennis Wish
Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry, Peter Maregan
Re: knocked off again, Stan Caldwell
RE: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry, Scott Maxwell
Re: RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, sam2000 . (sam2000)
Vibration Problem, Swami Raviraj (Mumbai - Civil)
Re: RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, dfisher
Re: Vibration Problem, Alexander Bausk
Q-Basic program for design of open web steel joists, Gary L. Hodgson and Assoc.
Re: Vibration Problem, Jordan Truesdell, PE
Re: Vibration Problem, Lakshmana Nukala
COMBINED FOOTING DESIGN, John J. Treff
RE: Vibration Problem, Swami Raviraj (Mumbai - Civil)
Re: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry, Peter Maregan
Re: Vibration Problem, Christopher Wright
Re: Seismic on restrained retaining walls, Tarek Mokhtar
Re: Seismic on restrained retaining walls, Gerard Madden, SE
Re: Seismic on restrained retaining walls, Tarek Mokhtar

Sun Apr 27 23:53:31 GMT 2008

corrosion at weld points, Andrew Kester, P.E.

Mon Apr 28 06:58:56 GMT 2008

Steel TIPS on "Cost-Effective Steel Bridge Fabrication and Erection", Abolhassan Astaneh-Asl
Can special concrete shear walls be precast in ASCE7-05?, Haan, Scott M POA
Re: corrosion at weld points, Jim Getaz
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: corrosion at weld points, Harold Sprague
RE: Can special concrete shear walls be precast in ASCE7-05?, Harold Sprague
RE: Can special concrete shear walls be precast in ASCE7-05?, Scott Maxwell
RE: Can special concrete shear walls be precast in ASCE7-05?, David Adie

Tue Apr 29 13:46:23 GMT 2008

RE: Alternate Wind Provision, Jerry Coombs
RE: Can special concrete shear walls be precast in ASCE7-05?, Harold Sprague
Free-Fall of Concrete, Jerry Coombs
RE: Free-Fall of Concrete, Garner, Robert
RE: Alternate Wind Provision, Martin Li
SE Review Seminars based on 2006 IBC and 2007 CBC in LA & SF, structuralreview
RE: Free-Fall of Concrete, Harold Sprague
RE: Free-Fall of Concrete, Harold Sprague
RE: Alternate Wind Provision, Joseph R. Grill
RE: Alternate Wind Provision, Yousefi, Ben
Slab dowels - plate v. square v. round, Jim Wilson
RE: Alternate Wind Provision, Joseph R. Grill
RE: Free-Fall of Concrete, William.Sherman
RE: Alternate Wind Provision, Tom . Hunt
RE: Free-Fall of Concrete, Jerry Coombs
RE: Free-Fall of Concrete, Garner, Robert
Lafayette, Louisiana Strip Mall Structural Due Diligence/Condition Survey, Stuart, Matthew
COLD FORMED TUBES, John J. Treff
Re: COLD FORMED TUBES, Jerry Coombs
RE: Alternate Wind Provision, Gordon Goodell
Re: Alternate Wind Provision, Jnapd
RE: Alternate Wind Provision, Joseph R. Grill
RE: COLD FORMED TUBES, Harold Sprague
Re: Alternate Wind Provision, Jnapd
RE: Alternate Wind Provision, Yousefi, Ben
Re: Alternate Wind Provision [AKA Ronald Reagan], Rhkratzse
RE: Alternate Wind Provision, Joseph R. Grill
RE: Alternate Wind Provision, Tom . Hunt
RE: Alternate Wind Provision [AKA Ronald Reagan], David Fisher
RE: Alternate Wind Provision [AKA Ronald Reagan], Josh Comfort

Wed Apr 30 01:18:58 GMT 2008

Re: Free-Fall of Concrete, Will Haynes
Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Bill Polhemus
Re: Alternate Wind Provision [AKA Ronald Reagan], 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, 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, Bill Polhemus
RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Conrad Harrison
Hilly Billy Polhimus, Rush Limpahhh
RE: Hilly Billy Polhimus, 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, dfisher
RE: Hilly Billy Polhimus, Douglas Boyd
Re: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Gary L. Hodgson and Assoc.
RE: COLD FORMED TUBES, Hewitt, Chris
OT: was "Climatologist", now beer, David Topete
RE: COLD FORMED TUBES, Garner, Robert
RE: was "Climatologist", now beer, Michel Blangy
Re: was "Climatologist", now beer, David Topete
Welcome to the beer forum, Gaines, David
Re: OT: was "Climatologist", now beer, dfisher
RE: Welcome to the beer forum, Harold Sprague
RE: Welcome to the beer forum, Tarek Mokhtar
RE: Free-Fall of Concrete, Harold Sprague
RE: Welcome to the beer forum, Stuart, Matthew
Re: OT: was "Climatologist", now beer, jatech
Re: Welcome to the beer forum, David Topete
RE: COLD FORMED TUBES, Harold Sprague
RE: Free-Fall of Concrete, Jerry Coombs
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, Christopher Wright
RE: Slab dowels - plate v. square v. round, Harold Sprague
RE: COLD FORMED TUBES, Jerry Coombs
Re: Welcome to the beer forum, Ken Peoples
Re: COLD FORMED TUBES [in The Engineering Library], Rhkratzse
Re: Welcome to the beer forum, David Topete
Re: Free-Fall of Concrete [segregation], Rhkratzse
RE: Free-Fall of Concrete, Tom . Hunt
RE: Welcome to the beer forum, Scott Maxwell
Retaining Wall Surcharge, Ken Peoples
RE: Retaining Wall Surcharge, Stuart, Matthew
RE: Welcome to the beer forum [specifically the Yuengling branch], Stuart, Matthew
RE: Welcome to the beer forum, Paul Feather
RE: Welcome to the beer forum, Haan, Scott M POA
RE: Welcome to the beer forum, Douglas Boyd
RE: COLD FORMED TUBES, Mark Johnson
RE: Welcome to the beer forum, Garner, Robert
RE: Retaining Wall Surcharge, William.Sherman
Re: Welcome to the beer forum [specifically the Yuengling branch], Rhkratzse
RE: Slab dowels - plate v. square v. round, Michelle Motchos
Re: Retaining Wall Surcharge, Ken Peoples
RE: Slab dowels - plate v. square v. round, Donald Bruckman
RE: Welcome to the beer forum, Douglas Boyd
RE: Slab dowels - plate v. square v. round, Harold Sprague
Re: Welcome to the beer forum, David Topete

Thu May 01 00:23:23 GMT 2008

ASCE 7-05 Wind (again), Doug Mayer
Re: Welcome to the beer forum, Jordan Truesdell, PE
RE: Welcome to the beer forum, Scott Maxwell
RE: ASCE 7-05 Wind (again), Conrad Harrison
Re: Welcome to the beer forum, Christopher Wright
CNN Reports Low Quality Steel Imported From China, Daryl Richardson
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: ASCE 7-05 Wind (again), Daryl Richardson
Re: ASCE 7-05 Wind (again), sscholl2(--nospam--at)juno.com
RE: CNN Reports Low Quality Steel Imported From China, Conrad Harrison
Scott Threewitt is out of the office., SThreewitt
RE: ITEM: Oregon State Climatologist "Wasn't Purged" for His Views, Scott Maxwell
Re: CNN Reports Low Quality Steel Imported From China, Christopher Wright
RE: Alternate Wind Provision, Ehrlich, Gary
CBO (Certified Building Official), ASLCSE
RE: CBO (Certified Building Official), Yousefi, Ben
Imported Steel News Story by Reuter, Abolhassan Astaneh-Asl
RE: CBO (Certified Building Official), Tom . Hunt
85mph overhang pressures, Andrew Kester, P.E.
Re: Imported Steel News Story by Reuter, Abolhassan Astaneh-Asl
RE: 85mph overhang pressures, Doug Mayer
Seismic Foundation Loading, Amy Swan
beer is proof, the good lord loved us, Andrew Kester, P.E.
Re: 85mph overhang pressures, Daryl Richardson
Re: Retaining Wall Surcharge, Lloyd Pack
RE: Retaining Wall Surcharge, Lloyd Pack
1937 VA job- rebar and concrete strength, Andrew Kester, P.E.
1937 conc + rebar, answer, Andrew Kester, P.E.
Re: 1937 VA job- rebar and concrete strength, Tom . Hunt

Fri May 02 01:21:03 GMT 2008

Re: 85mph overhang pressures, Jnapd
When is Flame Bending Acceptable?, Rich Lewis
RE: Imported Steel News Story by Reuter, Conrad Harrison
RE: When is Flame Bending Acceptable?, Conrad Harrison
Re: 85mph overhang pressures, Daryl Richardson
A325 Bolts, Alfonso Quilala
Re: A325 Bolts, Drew Morris
RE: A325 Bolts, Harold Sprague
RE: When is Flame Bending Acceptable?, Harold Sprague
Snow Loads, Martin N. Pohll
Re: A325 Bolts, Alfonso Quilala
Re: Seismic Foundation Loading, Will Haynes
Re: A325 Bolts, Christopher Wright
RE: Snow Loads, Terry Weatherby
Wind Uplift on Awning, Bill Allen
Swimming Pool Engineers in Orange County, Bill Allen
one hour exterior wall, DA
Re: Wind Uplift on Awning, Scott Maxwell
Re: Swimming Pool Engineers in Orange County, Tarek Mokhtar
RE: Wind Uplift on Awning, Bill Allen
UBC 1958, FSRahbar
Re: Wind Uplift on Awning, Drew Morris
1 hour exterior wall, Bob Freeman
RE: Swimming Pool Engineers in Orange County, Bill Allen
Re: UBC 1958, Drew Morris
RE: UBC 1958, Yousefi, Ben

Sat May 03 00:13:36 GMT 2008

Re: 1 hour exterior wall, DA
RE: 1 hour exterior wall, Donald Bruckman
RE: UBC 1958, Richard L. Hess
RE: Wind Uplift on Awning, Bill Allen
Re: Climate Change, Bill Polhemus
Re: Climate Change, Bill Polhemus
Re: Climate Change, Bill Polhemus
A325 Bolts, Abolhassan Astaneh-Asl
UBC 1958, Abolhassan Astaneh-Asl
Re: A325 Bolts, James Getaz
bill IS sometimes right..., Andrew Kester, PE
Re: A325 Bolts, Christopher Wright
Re: A325 Bolts, Rhkratzse
Re: A325 Bolts, Christopher Wright
RE: A325 Bolts, Harold Sprague
Structural Bolts in Opened Kegs, Steiner, Matthew

Mon May 05 05:49:53 GMT 2008

I am beginning to think that those of you using the IBC are not as swift as I thought :), Dennis Wish
RE: Structural Bolts in Opened Kegs, Harold Sprague
RE: UBC 1958, Tom . Hunt
Re: Climate Change, David Topete
Wind Uplift on Awning, Cain, William
RE: bill IS sometimes right..., Michel Blangy
RE: bill IS sometimes right..., David Fisher
RE: Wind Uplift on Awning, Bill Allen
Must read..., David Fisher
RE: Must read..., Harold Sprague
Shear Wall Strength Reduction, ENGRLAINES
MaAcArthur Maze, Fire Collapse and Reconstruction-A Bridge Seminar, Abolhassan Astaneh
Re: Shear Wall Strength Reduction, Tarek Mokhtar
RE: Shear Wall Strength Reduction, Yousefi, Ben
RE: Shear Wall Strength Reduction, Tom . Hunt

Tue May 06 00:37:48 GMT 2008

Re: CBO (Certified Building Official), ASLCSE
Re: Climate Change [AKA Richmond Chevron, etc.], Rhkratzse
Re: CNN Reports Low Quality Steel Imported From China, Paul Ransom
Conical washers, Kevin Below
Re: Concrete-filled steel piles, Kevin Below
Re: Shear Wall Strength Reduction [NO, ACTUALLY JUST A "RETURN RECEIPT"], Rhkratzse
RE: Shear Wall Strength Reduction [NO, ACTUALLY JUST A "RETURN RECEIPT"], Conrad Harrison
Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Jules
Re: Shear Wall Strength Reduction, bart
Re: Conical washers, Tom . Hunt
RE: I am beginning to think that those of you using the IBC are not as swift as I thought :), Jason Christensen
foundation settling, Gordon Goodell
Conical washers, mrkgp
re: roof tile addition, Andrew Kester, PE
foundation settlement, Bob Freeman
RE: foundation settling, Harold Sprague
RE: Shear Wall Strength Reduction, Donald Bruckman
RE: foundation settling, Terry Weatherby
Re: foundation settling, IRV FRUCHTMAN
Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Abolhassan Astaneh-Asl
Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Scott Maxwell
Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Rhkratzse
RE: I am beginning to think that those of you using the IBC are not as swift as I thought :), Stuart, Matthew
Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Gerard Madden, SE

Wed May 07 00:00:31 GMT 2008

Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Scott Maxwell
Re: Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Abolhassan Astaneh-Asl
RE: Staad Doubts, Bill Allen
HAS Weld Symbol, Joseph R. Grill
RE: Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Conrad Harrison
Gusset Plates in a 3rd Minnesota Bridge (Blatnik Br) are Found to be Faulty, Abolhassan Astaneh-Asl
Re: HAS Weld Symbol, Jim Getaz
RE: I am beginning to think that those of you using the IBC are not as swift as I thought :), Joseph R. Grill
Re: HAS Weld Symbol, Tom . Hunt
RE: HAS Weld Symbol, Harold Sprague
Re: HAS Weld Symbol, jatech
Carbonation, Terangue Gillham
RE: HAS Weld Symbol, Harold Sprague
RE: Carbonation, Harold Sprague
Carbonation, Tom . Hunt
Re: Carbonation, Tom . Hunt
RE: HAS Weld Symbol, Gordon Goodell
RE: HAS Weld Symbol, Garner, Robert
RE: HAS Weld Symbol, Harold Sprague
RE: HAS Weld Symbol, Harold Sprague
RE: foundation settling, Gordon Goodell
RE: foundation settling, Josh Comfort
RE: foundation settling, Harold Sprague
RE: foundation settling, Joseph R. Grill
Re:Trout Fishing, - - Was foundation settling, Daryl Richardson
Re: I am beginning to think that those of you using the IBC are not as swift as I thought :), Phuong Nguyen

Thu May 08 00:53:30 GMT 2008

Post Tensioned Masonry Walls, Joseph R. Grill
What to do?, Bill Allen
RE: I am beginning to think that those of you using the IBC are notas swift as I thought :), Haan, Scott M POA
TOO GOOD.........(not a technical querry), Swami Raviraj (Mumbai - Civil)
RE: What to do?, Mark Gilligan
RE: Post Tensioned Masonry Walls, Harold Sprague
RE: Post Tensioned Masonry Walls, Joseph R. Grill
RE: What to do?, Bill Allen
RE: Post Tensioned Masonry Walls, Scott Maxwell
RE: Post Tensioned Masonry Walls, Joseph R. Grill
RE: What to do?, Terry Weatherby
UFC 3-320-06A Concrete Floor Slabs of Grade Subjected to Heavy Loads, David Maynard
RE: UFC 3-320-06A Concrete Floor Slabs of Grade Subjected to Heavy Loads, Harold Sprague
RE: Post Tensioned Masonry Walls, Scott Maxwell
RE: Wind Uplift on Awning, Scott Maxwell

Fri May 09 01:32:05 GMT 2008

Re: hitting things (was:HAS Weld Symbol), Paul Ransom
Retaining Wall Poured Flush with Soldier Piles, Michel
MWFRS and C&C wind loading, Conrad Harrison
soft story, sam2000 . (sam2000)
MWFRS and C&C wind loading: more k[l], Conrad Harrison
MacArthur Maze Fire Collapse and Reconstruction-, Abolhassan Astaneh-Asl
RE: Wind Uplift on Awning, Conrad Harrison
RE: MacArthur Maze Fire Collapse and Reconstruction-, Conrad Harrison
Re: soft story, Gerard Madden, SE
re: C and C wind loading, Andrew Kester, P.E.
RE: C and C wind loading, Scott Maxwell
RE: Wind Uplift on Awning, Scott Maxwell
RE: hitting things (was:HAS Weld Symbol), Harold Sprague
RE: Wind Uplift on Awning, Donald Bruckman
RE: Retaining Wall Poured Flush with Soldier Piles, Gaines, David
RE: Wind Uplift on Awning, Garner, Robert
Re: Congratulations to Charlie Carter, G Vishwanath
RE: Wind Uplift on Awning, Donald Bruckman
RE: Retaining Wall Poured Flush with Soldier Piles, Michel Blangy
RE: Congratulations to Charlie Carter, Michel Blangy
RE: Congratulations to Charlie Carter, David Fisher
RE: Congratulations to Charlie Carter, jatech
RE: Snow Loads, Ehrlich, Gary
Hold Downs With No Plywood Ductility, David Merrick, SE
Re: Hold Downs With No Plywood Ductility, Jordan Truesdell, PE
RE: Snow Loads, Reza Dashti Asl
Re: Wind Uplift on Awning [OT: Embers in attic, etc.], Rhkratzse
RE: Hold Downs With No Plywood Ductility, Ehrlich, Gary
RE: Hold Downs With No Plywood Ductility, Christopher Banbury
RE: Hold Downs With No Plywood Ductility, Tom Skaggs
Kneebraced Post Design, Chris Slater
Enercalc, Gerard Madden, SE
RE: Kneebraced Post Design, Michel Blangy
Re: Kneebraced Post Design, Chris Slater
RE: Kneebraced Post Design, Michel Blangy

Sat May 10 15:13:19 GMT 2008

Job opportunity for a California S.E. in Missouri, Abolhassan Astaneh-Asl
[no subject], Peter Maregan
Re:, truitt
Re:, truitt
RE: Congratulations to Charlie Carter, James Getaz

Sun May 11 09:01:11 GMT 2008

RE: soft story, Terangue Gillham
Re: Kneebraced Post Design, Kevin Below
Re: Kneebraced Post Design, Chris Slater
Re: Kneebraced Post Design, milo zabala
Re: Kneebraced Post Design, Rhkratzse

Mon May 12 00:42:31 GMT 2008

RE: Kneebraced Post Design, Scott Maxwell
RE: Wind Uplift on Awning (venting), Conrad Harrison
RE: C and C wind loading (Roof Trusses are not C&C!), Conrad Harrison
Damaged Calculator, G Vishwanath
China EQ - Wow Preliminary Magnitude 7.8!, Bill Allen
RE: Wind Uplift on Awning (venting), Donald Bruckman
RE: C & C pressures, trusses, Andrew Kester, P.E.
RE: Damaged Calculator, Terry Weatherby
Re: C & C pressures, trusses, Chris Slater
Open Builiding with mesh tarp roof - Ref. Air Permeable Cladding ASCE 7-05 6.4.3 and 6.5.2.2, Acharya, Suresh
RE: C & C pressures, trusses, Christopher Banbury
RE: C & C pressures, trusses, Harold Sprague
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: Tennis court LL, Harold Sprague
Re: C & C pressures, trusses, 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
Masonry Half Stresses, Jordan Denio
SCBF Uniform Force Method, Andre Sidler
Re: Kneebraced Post Design, ASLCSE
Re: Enercalc, ASLCSE
Re: Kneebraced Post Design, Drew Morris

Tue May 13 01:11:02 GMT 2008

FW: SEAOC Structural Design Manual Seminar, Oshin Tosounian
RE: SEAOC Structural Design Manual Seminar, Bill Allen
RE: SEAOC Structural Design Manual Seminar, Oshin Tosounian
RE: Open Builiding with mesh tarp roof - Ref. Air Permeable Cladding ASCE 7-05 6.4.3 and 6.5.2.2, Conrad Harrison
RE: C & C pressures, trusses, Conrad Harrison
RE: C & C pressures, trusses, Conrad Harrison
RE: C & C pressures, trusses, Conrad Harrison
RE: Wind Uplift on Awning [OT: Embers in attic, etc.], Conrad Harrison
RE: Wind Uplift on Awning (venting), Conrad Harrison
BCA:2008, Conrad Harrison
RE: SEAOC Structural Design Manual Seminar, William.Sherman
SCBF Uniform Force Method, Abolhassan Astaneh-Asl
Concrete Crib Walls, Gary Loomis
RE: Open Builiding with mesh tarp roof - Ref. Air Permeable Cladd ing ASCE 7-05 6.4.3 and 6.5.2.2, Acharya, Suresh
Crib wall, Bob Freeman
RE: C & C pressures, trusses, Scott Maxwell

Wed May 14 04:21:48 GMT 2008

Re:Damaged Calculator, G Vishwanath
Re: SEAOC Structural Design Manual Seminar, ASLCSE
Testing >> Structural Engineers Association - International, Jim Chatterley PE
RE: Testing >> Structural Engineers Association - International, Cummings, Thomas J.
re: porches in seismic areas, Andrew Kester, P.E.
porches in seismic areas, Bob Freeman
Florida Structural Engineering Rules Rewrite Invitation (FAC 61G15), Christopher Banbury
RE: Crib wall, Gary Loomis
Re: porches in seismic areas, Jnapd
RE: Damaged Calculator, Michel Blangy
Re: Damaged Calculator, Jnapd
RE: Damaged Calculator, Garner, Robert
Re: Damaged Calculator, Gerard Madden, SE
Re: Damaged Calculator, Christopher Wright
RE: Damaged Calculator, Chance, Acie
RE: Damaged Calculator, Michel Blangy
RE: Damaged Calculator, David Fisher
Re: Damaged Calculator, Daryl Richardson

Thu May 15 03:16:19 GMT 2008

Re: ASCE question, Stan Caldwell
RE: C & C pressures, trusses, Conrad Harrison
Alterations Chapter 34 2007 CBC, Jeff Smith
Re: Alterations Chapter 34 2007 CBC, Rhkratzse
RE: Alterations Chapter 34 2007 CBC, Scott Maxwell
RE: C & C pressures, trusses, Scott Maxwell
FBPE structural rules rewrite committee, Christopher Banbury
RE: Alterations Chapter 34 2007 CBC, Jeff Smith
RE: Alterations Chapter 34 2007 CBC, Scott Maxwell
RE: porches in seismic areas, Joseph R. Grill
Re: porches in seismic areas, Jnapd
Re: porches in seismic areas, Chris Slater
enercalc 6 - 2d frame, David Adie
RE: porches in seismic areas, Joseph R. Grill
Re: porches in seismic areas, Chris Slater

Fri May 16 00:13:32 GMT 2008

RE: porches in seismic areas, Joseph R. Grill
Re: porches in seismic areas, Drew Morris
Re: porches in seismic areas, Rhkratzse
RE: C & C pressures, trusses, Conrad Harrison
RE: C & C pressures, trusses, Scott Maxwell
RE: enercalc 6 - 2d frame, Michel Blangy
RE: Alterations Chapter 34 2007 CBC, Larry Hauer
Re: Damaged Calculator, Phuong Nguyen
Stamping Calcs, Michel Blangy
RE: Stamping Calcs, Doug Mayer
RE: Stamping Calcs, Chance, Acie
RE: Stamping Calcs, Doug Mayer
RE: Stamping Calcs, Gaines, David
Re: Stamping Calcs, Christopher Wright
Re: Stamping Calcs, Gerard Madden, SE
RE: Stamping Calcs, Terry Weatherby
RE: Stamping Calcs, Michel Blangy
Stamping Calcs, Michel Blangy
RE: Stamping Calcs - designs, Gaines, David
Re: Stamping Calcs, David Topete
[CONCRETE] When Is Concrete "Cracked"?, bill
Re: Stamping Calcs, Jnapd
RE: [CONCRETE] When Is Concrete "Cracked"?, Richard L. Hess
Re: [CONCRETE] When Is Concrete "Cracked"? [it depends], Rhkratzse
RE: [CONCRETE] When Is Concrete "Cracked"?, Ehrlich, Gary
RE: [CONCRETE] When Is Concrete "Cracked"?, William.Sherman
RE: [CONCRETE] When Is Concrete "Cracked"?, Joel Adair

Sat May 17 13:19:22 GMT 2008

OT--Beer - Since when is beer off topic?, Gary L. Hodgson and Assoc.
Re: OT--Beer - Since when is beer off topic?, Christopher Wright
RE: Alterations Chapter 34 2007 CBC, David Merrick, SE
Mac Arthur Maze Discussion on Barbara Simpson Talk Show, Abolhassan Astaneh-Asl
Gusset Plates in Steel Bridges, Design, Evaluation and Retrofit, Abolhassan Astaneh-Asl
Gusset Plates in Steel Bridges, Design, Evaluation and Retrofit, Abolhassan Astaneh-Asl

Sun May 18 03:02:11 GMT 2008

Re: OT--Beer - Since when is beer off topic?, Ray Pixley
RE: Hold Downs With No Plywood Ductility, SE California

Mon May 19 17:13:19 GMT 2008

ACI - Z cracking, Andrew Kester, P.E.
RE: ACI - Z cracking, Scott Maxwell
RE: ACI - Z cracking, William.Sherman
RE: ACI - Z cracking, Scott Maxwell
RE: [CONCRETE] When Is Concrete "Cracked"?, Scott Maxwell
Re: Minimum footing steel, Gerard Madden, SE
Minimum footing steel, Gerard Madden, SE
Re: Minimum footing steel, Will Haynes
Re: Minimum footing steel, FSRahbar
RE: Minimum footing steel, Yousefi, Ben
RE: Minimum footing steel, Jason Christensen

Tue May 20 00:11:11 GMT 2008

Re: Minimum footing steel, Gerard Madden, SE
California SE Manager 160K/year, SE California
RE: Minimum footing steel, David Merrick, SE
Code for Beam Analysis, atc769
RE: Minimum footing steel, Scott Maxwell
RE: Code for Beam Analysis, Garner, Robert
Re: Code for Beam Analysis, ali yehia

Wed May 21 04:28:45 GMT 2008

Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A, Michel
How do you embed an image into your text in an email message?, G Vishwanath
RE: How do you embed an image into your text in an email message?, Scott Maxwell
Caifornia IR16-7, Larry Hauer
China EQ - Anybody see any rebar?, Glen Underwood
Re: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A, David Topete
WTC tech article, Andrew Kester, P.E.
RE: Caifornia IR16-7, Brian Gerving
RE: WTC tech article, David Fisher
RE: WTC tech article, Michel Blangy
RE: WTC tech article, David Fisher
Re: China EQ - Anybody see any rebar?, Jnapd
Re: How do you embed an image into your text in an email message?, Daryl Richardson
RE: Steel-Detail: How do you embed an image into your text in an email message?, G Vishwanath
Re: China EQ - Anybody see any rebar?, IRV FRUCHTMAN
RE: WTC tech article, Harold Sprague
Screw Anchors, Gerard Madden, SE
Re: WTC tech article, ECVAl3
RE: Caifornia IR16-7, Larry Hauer
RE: Screw Anchors, David Maynard
Re: Screw Anchors, Gerard Madden, SE
Re: Steel-Detail: How do you embed an image into your text in an email message?, Jnapd
Screw Anchor, Tom . Hunt
Re: Screw Anchors, Jnapd
RE: Screw Anchors, Doug Mayer
Re: Screw Anchors, Rhkratzse

Thu May 22 00:42:50 GMT 2008

RE: Allowable Foundation Pressure UBC97 vs IBC06 Table 18-I-A, Terry Weatherby
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
CMU Spec, Jnapd
RE: CMU Spec, Scott Maxwell

Fri May 23 00:24:11 GMT 2008

Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Joseph R. Grill
embedded posts resisting vehicle impact, Joseph R. Grill
RE: CMU Spec, Terry Weatherby
RE: CMU Spec, Scott Maxwell
Re: CMU Spec, Jnapd
Re: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Will Haynes
RE: CMU Spec, Scott Maxwell
CBC Ch 17, Jnapd
Re: CMU Spec, Jnapd
RE: CBC Ch 17, Scott Maxwell
RE: CMU Spec, Scott Maxwell
RE: CBC Ch 17, Mark Gilligan
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: CBC Ch 17, Michel Blangy
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: Special Inspections was: CBC Ch 17, Harold Sprague
Resident Engineer Manual, Harold Sprague
RE: China EQ - Anybody see any rebar?, Glen Underwood
Was embedded timber post, David Topete
RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Gordon Goodell
Concrete Assessment after Fire, Chris Slater
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), William Haynes
Re: Was embedded timber post (80 Tons trailer impact on Structure), David Topete
RE: Concrete Assessment after Fire, Harold Sprague
RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", Scott Maxwell
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), Garner, Robert
RE: Was embedded timber post (80 Tons trailer impact on Structure), Harold Sprague
Re: Concrete Assessment after Fire, Steve Gordin
Re: Was embedded timber post (80 Tons trailer impact on Structure), Christopher Wright
(HSS Sections imported from China) porches in seismic areas, 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), William Haynes
Re: Was embedded timber post (80 Tons trailer impact on Structure), Jnapd
Aluminum Exposed To Seawater, canitzcf
[no subject], Michael Zhang
Post Installed Anchors in Concrete, Gerard Madden, SE
Re: Was embedded timber post (80 Tons trailer impact on Structure), Christopher Wright
bullet proof concrete?, Erickson, Aaron A.
Re: Was embedded timber post (80 Tons trailer impact on Structure), Casey K. Hemmatyar
Lags in Holdowns, Gordon Goodell

Sat May 24 00:29:54 GMT 2008

Pages from AASHTO, Joseph R. Grill
Re: Pages from AASHTO, Steve Gordin
RE: Pages from AASHTO, Joseph R. Grill
RE: Special Inspections was: CBC Ch 17, Mark Gilligan
Steel beam connection detail, Billy Dean
re: fire damaged concrete, Andrew Kester, P.E.
2007 cbc special seismic load combinations, Mark D. Baker

Sun May 25 18:46:26 GMT 2008

RE: Special Inspections was: CBC Ch 17, Harold Sprague
RE: bullet proof concrete?, Harold Sprague
RE: Steel beam connection detail, Harold Sprague
RE: bullet proof concrete?, Thor Tandy

Mon May 26 05:07:54 GMT 2008

RE:, phanikrishnab
RE: bullet proof concrete?, G Vishwanath
Re: bullet proof concrete?, JC Wish L
Re: Stamping Calcs, ASLCSE
RE: Aluminum Exposed To Seawater, Harold Sprague
RE: bullet proof concrete?, Harold Sprague
RE: bullet proof concrete?, Thor Tandy

Tue May 27 00:31:19 GMT 2008

Re: Aluminum Exposed To Seawater, canitzcf
Re: Steel beam connection detail, Kevin Below
Re: Steel beam connection detail, Kevin Below
RE: Resident Engineer Manual, Ehrlich, Gary
RE: Hold downs with "Perforated Shear Wall Method" and "Force Transfer Method", AWC Info
Re: 2007 cbc special seismic load combinations, David Topete
Re: bullet proof concrete?, Jerry Coombs
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
concrete floor strengthening, Andrew Kester, PE
Strengthening concrete floor structure, Bob Freeman
Re: 2007 CBC special seismic load combinations, William Haynes
RE: 2007 CBC special seismic load combinations, Scott Maxwell

Wed May 28 00:09:41 GMT 2008

Dubai building code, Yi Yang
Re: Dubai building code, Gil Brock
Wind vs. Seismic Research for future job growth, Michael Stone
RE: Wind vs. Seismic Research for future job growth, Scott Maxwell
non engineering building, Effendi Johan
RE: Dubai building code, sam2000 . (sam2000)
RE: non engineering building, Dennis Wish
RE: non engineering building, Conrad Harrison
Concrete Filled HSS Section, Joseph R. Grill
Re: Concrete Filled HSS Section, Tom . Hunt
RE: Concrete Filled HSS Section, Scott Maxwell
RE: Concrete Filled HSS Section, David Maynard
OT: 'Missing link' memristor created: Rewrite the textbooks?, Michel Blangy
RE: 2007 CBC special seismic load combinations, Glen Underwood
Re: Wind vs. Seismic Research for future job growth, David Topete
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, Tom . Hunt
RE: Concrete Filled HSS Section, Harold Sprague
RE: Wind vs. Seismic Research for future job growth, Richard L. Hess
RE: Concrete Filled HSS Section, Scott Maxwell
Re: Wind vs. Seismic Research for future job growth, David Topete
Re: Wind vs. Seismic Research for future job growth, Michael Stone
Landslides and Earthquake, Marlou Rodriguez
RE: Landslides and Earthquake, Harold Sprague
Re: Landslides and Earthquake, David Topete
RE: 2007 CBC special seismic load combinations, Dennis Wish

Thu May 29 03:42:40 GMT 2008

Building Code in Ohio, raincat1
RE: Building Code in Ohio, Scott Maxwell
RE: Building Code in Ohio, John L. Smart
Re: Building Code in Ohio, David Topete
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, Gaines, David
RE: Protection of Drain Pipe Under Mat Foundation, Bill Allen
Re: Protection of Drain Pipe Under Mat Foundation, Daryl Richardson
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, D E
Pin Connected Members, Garner, Robert
RE: Protection of Drain Pipe Under Mat Foundation, Scott Maxwell
anchor software, Mark D. Baker
Re: Protection of Drain Pipe Under Mat Foundation, Gerard Madden, SE
re: MS/PHD, where to study, Andrew Kester, P.E.

Fri May 30 02:39:01 GMT 2008

Re: Pin Connected Members, Christopher Wright
Power Plants, Gerard Madden, SE
RE: Protection of Drain Pipe Under Mat Foundation, Bill Allen
RE: Power Plants, Harold Sprague
Tale 6-1 of ASCE 7-05, Casey K. Hemmatyar
Re: Tale 6-1 of ASCE 7-05, Chris Slater
Re: Protection of Drain Pipe Under Mat Foundation, D E
RE: Tale 6-1 of ASCE 7-05, Scott Maxwell
Cold Formed Steel 97 UBC to 06 IBC, David Garza

Sat May 31 01:53:07 GMT 2008

22H7 Joists, Jared Keyser
Re: 22H7 Joists, canitzcf
AREMA, j.n.sigalas
RE: C&C vs MWFRS pressures, Christopher Banbury

Mon Jun 02 05:25:36 GMT 2008

Re: Utility Poles for Electric Power Distribution, milo zabala
Re: Pin Connected Members, Jordan Truesdell, PE
Intermediate Moment Frame Connection, Joseph Eribarne
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, David Finley
Re: Intermediate Moment Frame Connection, Tom . Hunt
Re: Utility Poles for Electric Power Distribution, Mark Johnson
Re: Utility Poles for Electric Power Distribution, raincat1
RE: Utility Poles for Electric Power Distribution, Garner, Robert
Re: Utility Poles for Electric Power Distribution, Jerry Coombs
Re: Pin Connected Members, Christopher Wright
ATS-109, canitzcf
Re: ATS-109, Christopher Wright
TMS 402/ASCE 4/ACI 530 Pilaster Question, Bill Allen
RE: ATS-109, Casey K. Hemmatyar
Re: TMS 402/ASCE 4/ACI 530 Pilaster Question, David Topete

Tue Jun 03 00:05:48 GMT 2008

Re: TMS 402/ASCE 4/ACI 530 Pilaster Question, Steve Gordin
RE: TMS 402/ASCE 4/ACI 530 Pilaster Question, Scott Maxwell
RE: C&C vs MWFRS pressures, Conrad Harrison
RE: Tale 6-1 of ASCE 7-05, Ehrlich, Gary
RE: Tale 6-1 of ASCE 7-05, 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, Christopher Banbury
Telemarketing calls, Christopher Wright
RE: TMS 402/ASCE 4/ACI 530 Pilaster Question, Bill Allen
RE: Telemarketing calls, Scott Maxwell
Re: Telemarketing calls, Christopher Wright
RE: Telemarketing calls, Douglas Boyd
Re: Telemarketing calls, Rhkratzse
RE: Telemarketing calls, Scott Maxwell
RE: Telemarketing calls, Scott Maxwell
RE: Telemarketing calls, David Fisher
RE: Telemarketing calls, Bill Allen
Tension only brace frames, Jason Christensen
Test message, please ignore, Jim Chatterley
RE: Tension only brace frames, Yousefi, Ben

Wed Jun 04 00:25:02 GMT 2008

RE: Telemarketing calls, Scott Maxwell
RE: Telemarketing calls, Bill Allen
Testing Connection >> Please Ignore, Jim Chatterley PE
STEEL BOOK, John J. Treff
Re: STEEL BOOK, jatech
RE: STEEL BOOK, Garner, Robert
wind continued..., Andrew Kester, PE
re: telemarketing, Andrew Kester, PE
Re: wind continued..., Chris Slater
RE: wind continued..., David Fisher
Re: wind continued..., Chris Slater
RE: STEEL BOOK, Marlou Rodriguez
RE: STEEL BOOK, Acharya, Suresh
RE: STEEL BOOK, Dave Adams
RE: STEEL BOOK, Scott Maxwell
BIM, Casey K. Hemmatyar
BIM, Casey K. Hemmatyar
RE: BIM, Doug Mayer
Re: BIM, Gerard Madden, SE
Re: BIM, Ashwin Ranga Swamy

Thu Jun 05 02:13:55 GMT 2008

12" Hollow Core Plank Span, Rich Lewis
Re: 12" Hollow Core Plank Span, Gil Brock
RE: 12" Hollow Core Plank Span, phanikrishnab
Re: BIM, Jim Getaz
RE: BIM, Dave Adams
RE: BIM, Thor Tandy
RE: BIM, jatech
re: hollow core long span, Andrew Kester, P.E.
RE: BIM, Donald Bruckman
Re: 12" Hollow Core Plank Span, David Topete
Earth/Paving to Wood Separation, Dave Adams
Truck Impact Load on the Wall, Wontae Kim
structual observation, DA ENGINEERING
Pile cap plate to pile connection, Drew Morris
Re: structual observation, David Topete

Fri Jun 06 05:37:05 GMT 2008

RE: Pile cap plate to pile connection, Harold Sprague
RE: Truck Impact Load on the Wall, Harold Sprague
Earth/Paving to Wood Separation, AWC Info
Re: 1937 VA job- rebar and concrete strength, Roger Davis
Re: 1937 VA job- rebar and concrete strength, Daryl Richardson
Seismic loads using ASCE 7, Dave Adams
Re: 1937 VA job- rebar and concrete strength, Tom . Hunt
RE: Seismic loads using ASCE 7, Doug Mayer
Re: Seismic loads using ASCE 7, Jnapd
Re: Seismic loads using ASCE 7, Chris Slater
structural observation, DA ENGINEERING
RE: structural observation, Christopher Banbury
Re: structural observation, Chris Slater
Tornado Alley construction, David Topete
Re: Tornado Alley construction, Jnapd
Re: Tornado Alley construction, Jerry Coombs
RE: Tornado Alley construction, Dave Adams
Story Drift - Cracked or Uncracked Section Properties, Paul Blomberg
Re: Story Drift - Cracked or Uncracked Section Properties, Tom . Hunt
Re: Story Drift - Cracked or Uncracked Section Properties, Gerard Madden, SE
Re: Tornado Alley construction, David Topete
RE: Tornado Alley construction, Scott Maxwell
RE: Story Drift - Cracked or Uncracked Section Properties, Scott Maxwell
Re: Tornado Alley construction, David Topete
2006 IBC partition loads, Jordan Denio
Re: BIM, Ashwin Ranga Swamy
RE: Tornado Alley construction, Scott Maxwell
Re: 2006 IBC partition loads, Gerard Madden, SE
Re: Tornado Alley construction, Jnapd
Re: 2006 IBC partition loads, ECVAl3
Re: Story Drift - Cracked or Uncracked Section Properties, William Haynes

Sat Jun 07 00:28:22 GMT 2008

RE: 2006 IBC partition loads, Scott Maxwell
RE: Story Drift - Cracked or Uncracked Section Properties, Scott Maxwell
RE: Tornado Alley construction, Scott Maxwell
Re: Story Drift - Cracked or Uncracked Section Properties, William Haynes
Re: Tornado Alley construction, Jnapd
RE: Tornado Alley construction, Scott Maxwell
RE: Story Drift - Cracked or Uncracked Section Properties, Scott Maxwell

Mon Jun 09 12:58:34 GMT 2008

RE: Tornado Alley construction, Jerry Coombs
RE: Tornado Alley construction, Jerry Coombs
re: tornado alley, Andrew Kester, PE
RE: tornado alley, Scott Maxwell
RE: tornado alley, Dave Adams
30" wide catwalk, Micayas, Julius
RE: 30" wide catwalk, David Maynard
Re: 30" wide catwalk, Drew Morris

Tue Jun 10 07:54:22 GMT 2008

RE: tornado alley, Conrad Harrison
Re: 30" wide catwalk, Tom . Hunt
China EQ, Andrew Kester, PE
Re: 30" wide catwalk, David Topete
RE: China EQ, Terry Weatherby
RE: China EQ, David Fisher
RE: China EQ, Acharya, Suresh
Re: China EQ, Drew Morris
Wind Load on Deep Snow Profile, Paul Blomberg
Re: China EQ, Ralph Kratz
Kentucky PE, Jeff Chicoine
RE: China EQ, Acharya, Suresh
Thank You, Micayas, Julius

Wed Jun 11 11:49:05 GMT 2008

Re: 30" wide catwalk, Gary L. Hodgson and Assoc.
RE: Wind Load on Deep Snow Profile, Ehrlich, Gary
1 or 2 piles under a cap, Jordan Truesdell, PE
A little help, please!, ECVAl3
Re: A little help, please!, William Haynes
Out-of-plane anchorage, Doug Mayer
Brittle and Ductile steel elements, Jnapd
RE: Brittle and Ductile steel elements, Garner, Robert
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, Tom . Hunt
RE: 1 or 2 piles under a cap, David Maynard

Thu Jun 12 01:32:40 GMT 2008

Re: Brittle and Ductile steel elements, Christopher Wright
Re: 1 or 2 piles under a cap, Jordan Truesdell, PE
Re: Brittle and Ductile steel elements, Christopher Wright
1985 pre-manufactured building, Drew Morris
Re: Wind Load on Deep Snow Profile, Jake Watson
EBF Systems, rahman shahshenas
RE: EBF Systems, Conrad Harrison
Argintina Wind Speed - For engineers familiar with CIRSOC 102 and ASCE 7-05, M Z
RE: 1 or 2 piles under a cap, David Maynard
moment frame achorage, Joseph Eribarne
Re: 1985 pre-manufactured building, ron buchko
Re: Wind Load on Deep Snow Profile, Paul Blomberg
Re: 1985 pre-manufactured building, Drew Morris
Anchor Bolt Shear Capacity in CMU, Jim Lutz
How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Dennis Wish

Fri Jun 13 16:24:43 GMT 2008

RE: moment frame achorage, Mark Gilligan
Re: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Chris Slater
RE: moment frame achorage, Joseph Eribarne

Sat Jun 14 03:26:14 GMT 2008

Re: affecting your bottom line?, sscholl2(--nospam--at)juno.com
Re: Seismic loads using ASCE 7, ASLCSE
Re: Truck Impact Load on the Wall, Jake Watson
Re: Truck Impact Load on the Wall, Rhkratzse

Mon Jun 16 02:16:26 GMT 2008

RE: Seismic loads using ASCE 7, Terry Weatherby

Tue Jun 17 18:02:49 GMT 2008

Bentley Microstation PowerDraft, David Finley
Property Line Retaining Wall Drainage, Michel Blangy
Re: Property Line Retaining Wall Drainage, Rhkratzse

Wed Jun 18 00:05:55 GMT 2008

Re: Property Line Retaining Wall Drainage, Gerard Madden, SE
RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Dennis Wish
Multi-Lat 2008 Beta Tester Availability, Dennis Wish
RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Conrad Harrison
Re: Property Line Retaining Wall Drainage, David Topete
Re: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Daryl Richardson
Separation of wood from slabs in the CBC?, Rhkratzse

Thu Jun 19 00:18:41 GMT 2008

Re: Separation of wood from slabs in the CBC?, Gerard Madden, SE
Ata Khan is out of the office., Ataullah . Khan
RE: Ata Khan is out of the office., Ray Pixley
Separation of wood from slabs in the CBC?, AWC Info
RE: Separation of wood from slabs in the CBC?, Christopher Banbury
Re: Separation of wood from slabs in the CBC?, Rhkratzse
RE: Separation of wood from slabs in the CBC?, Acharya, Suresh
Overstrength Factored Load exception, ECVAl3
RE: Overstrength Factored Load exception, Acharya, Suresh
Re: Overstrength Factored Load exception, ECVAl3

Fri Jun 20 01:12:01 GMT 2008

Concrete Masonry Arch, Rich Lewis
RE: Concrete Masonry Arch, Randall Moore PE SE
RE: Concrete Masonry Arch, Scott Maxwell
RE: Separation of wood from slabs in the CBC?, AWC Info
RE: Concrete Masonry Arch, Michelle Motchos
Federal Project - Seismic Question, Andrew Kester, P.E.
Residential Foundation Tipping, David Maynard
RE: Residential Foundation Tipping, Donald Bruckman
RE: Residential Foundation Tipping, Michel Blangy
Re: Residential Foundation Tipping, Rhkratzse
RE: Residential Foundation Tipping, David Maynard
Re: Residential Foundation Tipping, Steve Gordin
Re: Residential Foundation Tipping, Tarek Mokhtar
RE: Residential Foundation Tipping, David Maynard
Re: Residential Foundation Tipping, Drew Morris
Re: Residential Foundation Tipping, Steve Gordin
RE: Residential Foundation Tipping, David Maynard
RE: Residential Foundation Tipping, Michel Blangy
Flat Slab Punching Shear Reinf., William Haynes
RE: Federal Project - Seismic Question, Scott Maxwell
RE: Residential Foundation Tipping, Scott Maxwell
RE: Flat Slab Punching Shear Reinf., Scott Maxwell
Re: Flat Slab Punching Shear Reinf., William Haynes

Sat Jun 21 02:51:25 GMT 2008

RE: Flat Slab Punching Shear Reinf., Scott Maxwell
I'm I just a small thinker?, Bill Allen
Re: I'm I just a small thinker?, Steve Gordin
Saving Our Historic Buildings, Daryl Richardson
WA SE III Exam, Jake Watson

Sun Jun 22 02:27:40 GMT 2008

Re: Residential Foundation Tipping, Jordan Truesdell, PE
RE: WA SE III Exam, Scott Maxwell
Re: I'm I just a small thinker?, ndz28
RE: Flat Slab Punching Shear Reinf., Scott Maxwell
Re: Flat Slab Punching Shear Reinf., William Haynes
Re: WA SE III Exam, Jake Watson

Mon Jun 23 03:39:12 GMT 2008

RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Dennis Wish
RE: WA SE III Exam, Scott Maxwell
RE: WA SE III Exam, Scott Maxwell
RE: WA SE III Exam, Marlou Rodriguez
RE: Residential Foundation Tipping, David Maynard
The Boltable Embed Plate, Rand W Holtham
Re: WA SE III Exam, Gerard Madden, SE
RE: WA SE III Exam, Marlou Rodriguez

Tue Jun 24 01:41:16 GMT 2008

WINDOWS SELF WEIGHT, John J. Treff
RE: WINDOWS SELF WEIGHT, Scott Maxwell
RE: How are Subscription Costs for Engineering Software and CAD affecting your bottom line?, Conrad Harrison
Windows Self Weight, Jim Lutz
RE: I'm I just a small thinker?, David Maynard
Re: Multi-Lat 2008 Beta Tester Availability, sscholl2(--nospam--at)juno.com
EPS supplier and retaining wall retrofit, Christopher Banbury
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
Post-tension question, Said El-Siss
RE: I'm I just a small thinker?, Scott Maxwell
Fees for Publications & Seminar, David Merrick, SE

Wed Jun 25 03:01:11 GMT 2008

Re: I'm I just a small thinker?, Stan Caldwell
RE: EPS supplier and retaining wall retrofit, Scott Maxwell
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?, Scott Maxwell
Re: I'm I just a small thinker? P____d!, Rhkratzse
RE: Seismic on restrained retaining walls, Jeff Smith
Re: I'm I just a small thinker?, Jordan Truesdell, PE
RE: Fees for Publications & Seminar, Scott Maxwell
Re: Seismic on restrained retaining walls, ECVAl3
Re: Fees for Publications & Seminar, David Topete
Re: Seismic on restrained retaining walls, Tarek Mokhtar
test message, Larry Hauer

Thu Jun 26 02:07:57 GMT 2008

Re: I'm I just a small thinker?, Stan Caldwell
Getting back on listserver, lrhauer
Re: Property Line Retaining Wall Drainage, Kevin Below
RE: Getting back on listserver, Jim Chatterley
RE: I'm I just a small thinker?, Bill Allen
RE: Fees for Publications & Seminar, Bill Allen
RE: Fees for Publications & Seminar, Conrad Harrison
RE: Fees for Publications & Seminar, Conrad Harrison
Re: Getting back on listserver, David Topete
R=3 Application for Non-building Structures, Teo, KP
Wood Difference, jjtreff
Re: Wood Difference, Rhkratzse
Re: Wood Difference, D E
AASHTO bridge spec, Gordon Goodell

Fri Jun 27 01:46:50 GMT 2008

RE: Wood Difference, Conrad Harrison
Re: Wood Difference, Jordan Truesdell, PE
RE: Wood Difference, Scott Maxwell
Re: Wood Difference, Mark Johnson
Re: I'm I just a small thinker? P____d!, Christopher Wright
RE: www.seismicfactor.com, Gordon Goodell
Re: I'm I just a small thinker? P____d!, Rhkratzse
RE: www.seismicfactor.com, Michel Blangy
Re: www.seismicfactor.com, Chris Slater
Elevator Loads, John J. Treff
Re: Elevator Loads, David Topete
RE: Elevator Loads, David Fisher
Re: Elevator Loads, Rick
Re: Elevator Loads, David Topete
RE: www.seismicfactor.com, Gordon Goodell
Re: Elevator Loads, Rick
RE: www.seismicfactor.com, xmy987
RE: www.seismicfactor.com <Warning!!>, Casey K. Hemmatyar
RE: Elevator Loads, John J. Treff
RE: Elevator Loads, Micayas, Julius
Re: www.seismicfactor.com, Chris Tse
Re: www.seismicfactor.com, Chris Tse
R=3 Application for Non-building Structures, Dmitri Wright

Sat Jun 28 12:57:40 GMT 2008

Re: I'm I just a small thinker? P____d!, Gary L. Hodgson and Assoc.

Sun Jun 29 20:12:11 GMT 2008

RE: www.seismicfactor.com <Warning!!>, Dennis Wish
RE: www.seismicfactor.com, Dennis Wish

Mon Jun 30 11:14:55 GMT 2008

RE: R=3 Application for Non-building Structures, Teo, KP
RE: www.seismicfactor.com, xmy987
Re: I'm I just a small thinker?, ndz28
RE: Residential Foundation Tipping, Lloyd Pack
RE: www.seismicfactor.com, Dennis Wish

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