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SEAINT Mail Archive 2006 (Jul-Sep)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

• About this archive / Index
• Messages sorted by: [Thread] [Subject] [Author]

Site Search: Need a book? Civil and Structural Engineering book recommendations...
 

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Messages: 1539

Sat Jul 01 07:38:19 GMT 2006

• RE: Moment Connections, Ashraf, Mohammed \(Qatar\)
• Re: San Bernadino wind speed, Gary L. Hodgson and Assoc.
• Re: Moment Connections, refugio rochin
• Moment Connections - Steel to Concrete, refugio rochin

Sun Jul 02 17:06:51 GMT 2006

• SEason salEs! ChEap tabs!, Paula
• prOblEms with mEds ExpEnciEs, you ArE On right way, Simone

Mon Jul 03 04:57:37 GMT 2006

• honeycomb, Jun Navaro
• RE: Moment Connections, Ashraf, Mohammed \(Qatar\)
• Reinforcement percentage to control shrinkage cracking, Ashraf, Mohammed \(Qatar\)
• Re: Reinforcement percentage to control shrinkage cracking, Gil Brock
• Professional liability insurance (again), Sanjay . Sehdev
• Re: honeycomb, Huffman, Sharlie TRAN:EX
• RE: Reinforcement percentage to control shrinkage cracking, Ashraf, Mohammed \(Qatar\)
• maximum height of equipment on roof, Ashraf, Mohammed \(Qatar\)
• Re: honeycomb, James Cohen
• Re: Moment Connections, refugio rochin
• Re: Moment Connections, Neil Moore
• Re: Moment Connections, refugio rochin
• Moment Connections, refugio rochin
• moment connections, refugio rochin
• Joist Girder Deflection at CMU wall, Greg Mosier
• Re: Joist Girder Deflection at CMU wall, ESG Design
• Re: Joist Girder Deflection at CMU wall, Brian K. Smith
• Re: moment connections, Scott Maxwell
• Re: Joist Girder Deflection at CMU wall, David Topete

Tue Jul 04 04:17:18 GMT 2006

• Re: honeycomb, Sanjay . Sehdev
• Re: honeycomb, Jun Navaro
• RE: Joist Girder Deflection at CMU wall, William.Sherman
• Re: honeycomb, James Getaz
• SFGate: Tall, skinny ... stable/Using novel technology, S.F. tower should resist quakes, gales, BOB JOHNSON, SE, PE (SEAOI)
• masonry vertical stresses, refugio rochin

Wed Jul 05 14:16:09 GMT 2006

• Re: honeycomb, Jun Navaro
• Re: honeycomb, Jim Getaz
• Structual Design of Glass, Gary L. Hodgson and Assoc.
• Re: Structual Design of Glass, Christopher Wright
• Re: Structual Design of Glass, S. Gordin
• Re: Structual Design of Glass, sscholl2(--nospam--at)juno.com
• structural light guage framing, Brian
• Re: Structual Design of Glass, Avicpeng
• Re: Structual Design of Glass, Roger Davis
• RE: structural light guage framing, Doug Mayer
• RE: structural light guage framing, Polhemus, Bill
• Re: structural light guage framing, bruckmandesign
• RE: structural light guage framing, Brian
• RE: structural light gauge framing, Garner, Robert
• Re: structural light guage framing, S. Gordin
• RE: structural light gauge framing, Dave Adams
• tuckpointing, Bruce Holcomb
• Tuckpointing, Robert Freeman
• Steel connection design, William.Sherman
• Re: Joist Girder Deflection at CMU wall, smithegr
• RE: Joist Girder Deflection at CMU wall, William . Sherman
• Re: Joist Girder Deflection at CMU wall, davetopete
• RE: tuckpointing, Nels Roselund
• FW: Joist Girder Deflection at CMU wall, William.Sherman
• RE: Steel connection design, Haan, Scott M POA

Thu Jul 06 00:01:15 GMT 2006

• "wind rose"/ Nigeria, raincat1
• Re: "wind rose"/ Nigeria, Drew Morris
• RE: "wind rose"/ Nigeria, David Adie
• RE: tuckpointing, Neil Moore
• Re: Structual Design of Glass, Mlcse
• RE: tuckpointing, Gary Loomis
• RE: structural light gauge framing, Brian
• Re: Structual Design of Glass, Gary L. Hodgson and Assoc.
• Re: structural light guage framing, Gary L. Hodgson and Assoc.
• Re: tuckpointing, James Cohen
• Re: structural light gauge framing, Brian

Fri Jul 07 06:34:49 GMT 2006

• Re: tuckpointing, KIRTESH A GANDHI
• Fw: Imminent landslide risk in Kashmir, Trib K Mittra
• RE: Stage lighting Support Structure, Trib K Mittra
• Re: Stage lighting Support Structure, Trib K Mittra
• RE: Stage lighting Support Structure, Trib K Mittra
• Re: Stage lighting Support Structure, Trib K Mittra
• RE: Stage lighting Support Structure, Hans E Boge
• RE: Not a Structural Question, but maybe someone on this list can help, Trib K Mittra
• Re: Is ASCE Competing Against Us?, Trib K Mittra
• Fw: [TV-Tech] Engineering Opening, Trib K Mittra
• RE: Is ASCE Competing Against Us?, John Whitty
• RE: Is ASCE Competing Against Us?, Tom . Hunt
• Lag screws in Microlam and Paralam, Trib K Mittra
• RE: Is ASCE Competing Against Us?, Polhemus, Bill
• RE: CA Exam Requirements in '07, Trib K Mittra
• Trib K Mittra RULES!!, Brian
• Re: Trib K Mittra RULES!!, Ghias Dean
• thin structural slab design, Bruce Holcomb
• RE: thin structural slab design, Sharon
• RE: thin structural slab design, Bruce Holcomb
• FW: Help -- Running out of shelf space, Nels Roselund
• Re: thin structural slab design, refugio rochin
• RE: thin structural slab design, Bruce Holcomb
• RE: thin structural slab design, Truitt Vance

Sat Jul 08 02:02:25 GMT 2006

• Re: thin structural slab design, Gil Brock
• Re: tuckpointing and a 1853 building, Neil Moore
• FW: Help -- Running out of shelf space, Nels Roselund
• How to set up out of office replies, William.Sherman
• Re: How to set up out of office replies, Scott Maxwell
• Re: How to set up out of office replies, BCainse

Sun Jul 09 18:14:00 GMT 2006

• Air-Floor system, Paul Feather

Mon Jul 10 04:10:18 GMT 2006

• RE: Is ASCE Competing Against Us?, Sanjay . Sehdev
• RE: Is ASCE Competing Against Us?, KIRTESH A GANDHI
• RE: Is ASCE Competing Against Us?, KIRTESH A GANDHI
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Scott Maxwell
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), KIRTESH A GANDHI
• RE: Help -- Running out of shelf space, Garner, Robert
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Tom . Hunt
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Scott Maxwell
• Re: Response to Kirtesh's concern, chuck utzman
• Re: Response to Kirtesh's concern, Scott Maxwell
• Re: Response to Kirtesh's concern, chuck utzman
• Re: Response to Kirtesh's concern, Scott Maxwell
• Re: Response to Kirtesh's concern, chuck utzman

Tue Jul 11 07:56:30 GMT 2006

• Re: Response to Kirtesh's concern, Scott Maxwell
• Re: Structual Design of Glass, Harold Sprague
• RE: Response to Kirtesh's concern, Polhemus, Bill
• RE: Is ASCE Competing Against Us?, Rand W Holtham
• Re: Structual Design of Glass, Jordan Truesdell, PE
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Rand W Holtham
• RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Trib K Mittra
• RE: Is ASCE Competing Against Us?, Trib K Mittra
• RE: Response to Kirtesh's concern, Scott Maxwell
• Professional liability insurance (again), Trib K Mittra

Wed Jul 12 05:04:14 GMT 2006

• Re: Structual Design of Glass, Stanley E Scholl
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Vish is safe, G Vishwanath
• Re: Structual Design of Glass, Jordan Truesdell, PE
• RE: Professional liability insurance (again), Pagan, Ronald
• RE: Professional liability insurance (again), Pagan, Ronald
• RE: Is ASCE Competing Against Us?, Pagan, Ronald
• RE: Is ASCE Competing Against Us?, Pagan, Ronald
• RE: Is ASCE Competing Against Us?, Pagan, Ronald
• RE: Is ASCE Competing Against Us?, Pagan, Ronald
• RE: Response to Kirtesh's concern, Pagan, Ronald
• RE: Response to Kirtesh's concern, Pagan, Ronald
• RE: Response to Kirtesh's concern, Pagan, Ronald
• RE: Professional liability insurance (again), Pagan, Ronald
• RE: Response to Kirtesh's concern, Pagan, Ronald
• RE: Professional liability insurance (again), Pagan, Ronald
• RE: Professional liability insurance (again), Pagan, Ronald
• RE: Response to Kirtesh's concern, Polhemus, Bill
• Re: Structual Design of Glass, Gary L. Hodgson and Assoc.
• Re: SPAM-LOW: Re: Structual Design of Glass, Steve Thompson
• Re: Structual Design of Glass, Reza Dashti Asl
• RE: Response to Kirtesh's concern, Scott Maxwell

Thu Jul 13 11:40:18 GMT 2006

• Re: Structual Design of Glass, Gary L. Hodgson and Assoc.
• Re: Structual Design of Glass, Himat Solanki
• Re: Structual Design of Glass, refugio rochin
• shear stud spacing, David Topete
• RE: shear stud spacing, Polhemus, Bill
• Re: Structual Design of Glass, Gary L. Hodgson and Assoc.
• RE: shear stud spacing, David Topete
• Beam sleeve, Walter DeVore
• Re: Beam sleeve, Himat Solanki

Fri Jul 14 12:27:09 GMT 2006

• Re: Structual Design of Glass, Himat Solanki
• Sections or Details, Sklar, Mitch
• RE: Sections or Details, William.Sherman
• big dig structural failure - epoxy anchors overhead supporting gravity, Mark Swingle
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Paul Feather
• Re: Beam sleeve, Walter DeVore
• RE: Sections or Details, Nels Roselund
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Jim Wilson
• RE: Sections or Details, John Riley
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Paul Feather
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Gerard Madden, SE
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Scott Maxwell
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Scott Maxwell
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, SIMON BATCHELOR
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, refugio rochin
• Re: RE: Sections or Details, bruckmandesign
• RE: Sections or Details, Nels Roselund

Sat Jul 15 13:24:37 GMT 2006

• Shear Wave Velocity and Soil Properties, Nels Roselund
• Re: RE: Sections or Details, bruckmandesign
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Paul Ransom
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, S. Gordin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright

Sun Jul 16 00:30:23 GMT 2006

• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Ray Pixley
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, chuck utzman
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Mark D. Anderson PE
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, chuck utzman
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, WSawruk
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Ray Pixley
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• RE: mass vs vibration, William.Sherman
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, William.Sherman
• Re: mass vs vibration, Daryl Richardson
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Nels Roselund
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, chuck utzman
• Update on H-1B Part 1, Rbengrguy
• H-1B update Part II, Rbengrguy
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• Re: RE: Sections or Details, Gerard Madden, SE
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• Re: mass vs vibration, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Neil Moore
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Robert Kazanjy
• re: big dig structural failure - epoxy anchors overhead supporting gravity, mts_se

Mon Jul 17 00:43:52 GMT 2006

• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Ray Pixley
• RE: Shear Wave Velocity and Soil Properties, Harold Sprague
• Concentrated Load at Edge of Pedestal, Mike Zaitz
• Sections or Details, refugio rochin
• Long pipeline seismic design, joraljim
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Polhemus, Bill
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Daryl Richardson
• Re: Concentrated Load at Edge of Pedestal, Daryl Richardson
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Michel Blangy
• Concentrated Load at Edge of Pedestal, refugio rochin
• RE: Concentrated Load at Edge of Pedestal, Garner, Robert
• Re: Concentrated Load at Edge of Pedestal, Scott Maxwell
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Polhemus, Bill
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Polhemus, Bill
• Seismic Upgrade vs. Data Center, Greene, Al [PTS]
• Epoxy Anchors - Boston Tunnel, Jim Lutz
• RE: Seismic Upgrade vs. Data Center, Garner, Robert
• Re: Sections or Details, ASLCSE
• Re: Epoxy Anchors - Boston Tunnel, coengineer
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Christopher Wright
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Harris, Brian
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, refugio rochin
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Daryl Richardson
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Jordan Truesdell, PE
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Russell VeRost
• Re: Long pipeline seismic design, Christopher Wright
• CEMWOOD Roofs, S. Gordin
• Re: Long pipeline seismic design, bcainse
• OT: was big dig structural failure - epoxy anchors overhead supporting gravity, refugio rochin
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Jim Wilson
• RE: Long pipeline seismic design, Harold Sprague
• Re: Long pipeline seismic design, Christopher Wright
• Re: Seismic Upgrade vs. Data Center, Neil Moore
• Re: Re: Sections or Details, bruckmandesign
• Timber Frames, Gerard Madden, SE

Tue Jul 18 01:12:33 GMT 2006

• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Russell VeRost
• Re: Pdf to dwg converter, Joseph R. Grill
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, KIRTESH A GANDHI
• Re: Timber Frames, Scott Maxwell
• Re: Long pipeline seismic design, majid sarraf
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Sanjay . Sehdev
• RE: PDF to DWG Converter - Thanks Vish, Sunil Thengale
• RE: Pdf to dwg converter, Polhemus, Bill
• Re: big dig structural failure - epoxy anchors overhead supporting gravity, Tom . Hunt
• Re: Pdf to dwg converter, Jordan Truesdell, PE
• RE: Pdf to dwg converter, Polhemus, Bill
• Re: Pdf to dwg converter, Joseph R. Grill
• RE: Seismic Upgrade vs. Data Center, Greene, Al [PTS]
• Re: PDF to DWG Converter - Thanks Vish, Christopher Wright
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Jun Navaro
• April SE Exam Results, Scott N. Jones
• RE: April SE Exam Results, Paul Feather
• RE: April SE Exam Results, Doug Mayer
• Footing Overturning in Rock, Rich Lewis
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Polhemus, Bill
• RE: Footing Overturning in Rock, Joe Grill
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Nels Roselund
• Re: PDF to DWG Converter - Thanks Vish, jrgrill
• RE: Footing Overturning in Rock, Rich Lewis
• RE: Footing Overturning in Rock, Nels Roselund
• RE: Footing Overturning in Rock, Joe Grill
• "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Tom Skaggs
• Re: Sections or Details, Jnapd
• RE: Footing Overturning in Rock, Kevin Elbury
• RE: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Polhemus, Bill
• RE: April SE Exam Results, Scott Maxwell
• RE: April SE Exam Results, David Fisher
• RE: Footing Overturning in Rock, Scott Maxwell
• RE: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Scott Maxwell
• Re: April SE Exam Results, bcainse
• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Jordan Truesdell, PE
• RE: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Paul Feather
• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Scott Maxwell
• RE: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), dave lowen

Wed Jul 19 00:54:02 GMT 2006

• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Christopher Wright
• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), chuck utzman
• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Scott Maxwell
• Re: Footing Overturning in Rock, Pankaj Gupta \(Strucures Online\)
• Re: Concentrated Load at Edge of Pedestal, Ganesh Thiagarajan
• Re: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Jordan Truesdell, PE
• RE: Footing Overturning in Rock, William.Sherman
• OT: Where To Go In San Francisco ??, Caldwell, Stan
• RE: Seismic Upgrade vs. Data Center, Neil Moore
• RE: Where To Go In San Francisco ??, Polhemus, Bill
• Re: OT:  Where To Go In San Francisco ??, Rhkratzse
• RE: Where To Go In San Francisco ??, Garner, Robert
• RE: OT: Where To Go In San Francisco ??, Garner, Robert
• RE: Where To Go In San Francisco ??, Polhemus, Bill
• Design Checking methods, William.Sherman
• Re: OT: Where To Go In San Francisco ??, refugio rochin
• Re: Where To Go In San Francisco ??, refugio rochin
• Re: Where To Go In San Francisco ??, Rhkratzse
• Re: OT: Where To Go In San Francisco ??, Rhkratzse
• RE: Where To Go In San Francisco ??, Haan, Scott M POA
• Re: Where To Go In San Francisco ??, S. Gordin
• RE: Where To Go In San Francisco ??, Sharon
• OT: SF PLACES TO VISIT, refugio rochin
• RE: Where To Go In San Francisco ??, Polhemus, Bill
• RE: Where To Go In San Francisco ??, Polhemus, Bill
• RE: Where To Go In San Francisco ??, Sharon
• Re: Where To Go In San Francisco ??, Gerard Madden, SE
• Idea of a lifetime, Walter DeVore
• Re: OT: Where To Go In San Francisco ??, Christopher Wright
• RE: Where To Go In San Francisco ??, Haan, Scott M POA
• RE: Where To Go In San Francisco ??, Polhemus, Bill
• Re: OT: Where To Go In San Francisco ??, bcainse
• Wood post limitations, Jim Wilson
• RE: OT: Where To Go In San Francisco ??, Polhemus, Bill
• RE: Wood post limitations, Polhemus, Bill
• Re: Wood post limitations, bcainse
• RE: Where To Go In San Francisco ??, David Topete
• RE: Where To Go In San Francisco ??, Ben Yousefi
• RE: Where To Go In San Francisco ??, Sharon
• RE: Concentrated Load at Edge of Pedestal, Nels Roselund
• RE: Concentrated Load at Edge of Pedestal, Joe Grill
• Wind loading at overhangs, Terangue Gillham
• Re: Concentrated Load at Edge of Pedestal, S. Gordin
• Re: Wind loading at overhangs, S. Gordin
• lateral dist. of concentrated load in concrete slab, Joe Grill

Thu Jul 20 00:47:13 GMT 2006

• Wind loading at overhangs, refugio rochin
• Re: April SE Exam Results, Jake Watson
• RE: Concentrated Load at Edge of Pedestal, Mike Zaitz
• Re: Concentrated Load at Edge of Pedestal, Ganesh Thiagarajan
• Re: OT: Where To Go In San Francisco ??, Jim Getaz
• Re: Concentrated Load at Edge of Pedestal, S. Gordin
• OT: Where To Go In San Francisco ??, Tom . Hunt
• RE: Concentrated Load at Edge of Pedestal, William.Sherman
• RE: OT: Where To Go In San Francisco ??, Polhemus, Bill
• taking over work started by another SE, Bruce Holcomb
• RE: April SE Exam Results, Paul Feather
• RE: Concentrated Load at Edge of Pedestal, Nels Roselund
• Manhole cap, Joe Grill

Fri Jul 21 02:04:02 GMT 2006

• Snow Load + Seismic, Gerard Madden, SE
• RE: Snow Load + Seismic, William.Sherman
• Re: Snow Load + Seismic, Gerard Madden, SE
• Re: Snow Load + Seismic, Scott Maxwell
• Re: Manhole cap, refugio rochin
• Re: Wood post limitations, Jim Wilson
• Re: Manhole cap, Joseph R. Grill
• RE: Manhole cap, M. David Finley, P.E., P.A.
• Log Beam-Girders, Barry Welliver
• RE: Snow Load + Seismic, Pinyon Engineering
• SEAOC Convention Site Now Open for registration, Seaint Administrator
• RE: Snow Load + Seismic, Dennis Wish
• RE: Snow Load + Seismic, Scott Maxwell
• FEMA-350 and 2001 CBC, Gary Grinstead
• Re: Where To Go In San Francisco ??, ESG Design
• Re: FEMA-350 and 2001 CBC, Gerard Madden, SE
• Re: FEMA-350 and 2001 CBC, Tom . Hunt
• Re: FEMA-350 and 2001 CBC, refugio rochin
• RE: FEMA-350 and 2001 CBC, Paul Feather
• Re: FEMA-350 and 2001 CBC, bcainse
• Crack Control: ACI 10.6.4, Wontae Kim
• Re: Crack Control: ACI 10.6.4, refugio rochin
• Re: Crack Control: ACI 10.6.4, refugio rochin
• RE: Crack Control: ACI 10.6.4, Polhemus, Bill
• Re: Concentrated Load at Edge of Pedestal, Will Haynes
• Open SEES day, refugio rochin

Sat Jul 22 11:56:29 GMT 2006

• Re: Log Beam-Girders, Jordan Truesdell, PE
• Re: Manhole cap, Gary L. Hodgson and Assoc.
• Re: Manhole cap, Daryl Richardson
• Re: Joist Girder Deflection at CMU wall, Will Haynes
• Re: FEMA-350 and 2001 CBC, lrhauer

Sun Jul 23 05:22:43 GMT 2006

• Re: Snow Load + Seismic, Paul Ransom
• Re: Snow Load + Seismic, Rhkratzse
• Re: Snow Load + Seismic, S. Gordin
• Slab-on-Grade design software (PTI, BRAB, WRI), eric green
• Re: Manhole cap, S. Gordin
• Re: Snow Load + Seismic, Scott Maxwell
• Re: Load probability (was Snow Load + Seismic), Paul Ransom

Mon Jul 24 02:05:37 GMT 2006

• Find the Lr for the new LRFD provisions, Szuchuan Chang
• ANALYSIS: Need Help With SAP Modeling, Polhemus, Bill
• RE: Snow Load + Seismic, Polhemus, Bill
• Engineering Spec, dave lowen
• RE: Engineering Spec, Kestner, James W.
• RE: Engineering Spec, Polhemus, Bill
• RE: Engineering Spec, Bruce Holcomb
• RE: Engineering Spec, David Fisher
• RE: Find the Lr for the new LRFD provisions, Garner, Robert
• ANALYSIS: Effective Diaphragm Thickness, Polhemus, Bill
• Re: FEMA-350 and 2001 CBC, Gary Grinstead
• RE: Engineering Spec, Polhemus, Bill
• RE: Manhole cap, Joe Grill
• RE: Engineering Spec, dave lowen
• AISC Manual, Thirteenth Edition, Garner, Robert
• RE: Log Beam-Girders, Haan, Scott M POA
• Re: Find the Lr for the new LRFD provisions, Szuchuan Chang
• Re: AISC Manual, Thirteenth Edition, David Topete
• RE: Find the Lr for the new LRFD provisions, Polhemus, Bill
• RE: AISC Manual, Thirteenth Edition, Garner, Robert
• RE: AISC Manual, Thirteenth Edition, David Topete
• Frost Depth in McCall Idaho, Paul Feather
• RE: Frost Depth in McCall Idaho, Polhemus, Bill
• Column Tilting Steel Erection, Rand W Holtham
• Re: ANALYSIS: Effective Diaphragm Thickness, refugio rochin
• Re: Log Beam-Girders, Jordan Truesdell, PE
• Re: ANALYSIS: Effective Diaphragm Thickness, refugio rochin
• RE: Frost Depth in McCall Idaho, Paul Feather
• RE: Frost Depth in McCall Idaho, Polhemus, Bill
• RE: Column Tilting Steel Erection, Collier, Randy
• Re: shear stud spacing, Szuchuan Chang
• Re: Epoxy Anchors - Boston Tunnel, Szuchuan Chang
• RE: Epoxy Anchors - Boston Tunnel, Polhemus, Bill
• FW: engineer in Indiana?, Dennis Wish
• Re: Joist Girder Deflection at CMU wall, gtg740p
• RE: Frost Depth in McCall Idaho, Neil Moore

Tue Jul 25 03:08:23 GMT 2006

• Re: Find the Lr for the new LRFD provisions, Szuchuan Chang
• Re: ANALYSIS: Need Help With SAP Modeling, Ganesh Thiagarajan
• Re: Snow Load + Seismic, Thor Matteson
• We have shifted (OT), Pankaj Gupta \(Strucures Online\)
• RE: Frost Depth in McCall Idaho, Polhemus, Bill
• Re: Snow Load + Seismic, Neil Moore
• RE: Snow Load + Seismic, Polhemus, Bill
• RE: Snow Load + Seismic, Neil Moore
• RE: Frost Depth in McCall Idaho, Neil Moore
• RE: Snow Load + Seismic, Polhemus, Bill
• RE: Frost Depth in McCall Idaho, Polhemus, Bill
• RE: Frost Depth in McCall Idaho, Neil Moore
• RE: Frost Depth in McCall Idaho, Paul Feather
• RE: Frost Depth in McCall Idaho, Polhemus, Bill
• RE: Engineering Spec, Reza Dashti Asl
• Re: Snow Load + Seismic, Reza Dashti Asl
• RE: Engineering Spec, Mark E. Deardorff
• RE: Snow Load + Seismic, Polhemus, Bill
• RE: Engineering Spec, Polhemus, Bill
• RE: Snow Load + Seismic, William.Sherman
• IBC vs. ASCE 7 (WAS: Snow Load + Seismic), Polhemus, Bill
• RE: Frost Depth in McCall Idaho, Neil Moore
• Wood Shear Wall Studs < 2x4, Barry Welliver
• RE: Wood Shear Wall Studs < 2x4, Polhemus, Bill
• RE: Snow Load + Seismic, Neil Moore
• blind bolts, ESG Design
• RE: Log Beam-Girders, Haan, Scott M POA
• Re: blind bolts, Tom . Hunt
• Seismic loading CD, Joe Grill
• Re: Seismic loading CD, refugio rochin
• Re: Seismic loading CD, Tom . Hunt
• Re: blind bolts, Robert Kazanjy
• RE: Seismic loading CD, William.Sherman
• RE: Seismic loading CD, Garner, Robert
• Re: Wood Shear Wall Studs < 2x4, Robert Kazanjy
• RE: Seismic loading CD, Paul Feather
• RE: Seismic loading CD, Joe Grill
• Fw: Seismic loading CD - Oops, Tom . Hunt
• Simple connection eccentricity on columns, Will Haynes
• RE: RE: Seismic loading CD, Barry Welliver
• Re: Simple connection eccentricity on columns, Jordan Truesdell, PE
• RE: RE: Seismic loading CD, Joe Grill
• Re: Simple connection eccentricity on columns, Will Haynes
• RE: RE: Seismic loading CD, Barry Welliver
• RE: blind bolts, Harris, Brian

Wed Jul 26 00:40:42 GMT 2006

• Re: blind bolts, Jim Wilson
• RE: Simple connection eccentricity on columns, Jason Emoto
• Re: Simple connection eccentricity on columns, Will Haynes
• Seminar Presentation Evaluations?, refugio rochin
• 3x4 Shear Wall Studs, Dave Gaines
• RE: Wood Shear Wall Studs < 2x4, Tom Skaggs
• Rho factor for wind and gravity loads?, Steve Mickelson
• Re: Wood Shear Wall Studs < 2x4, Jordan Truesdell, PE
• RE: Rho factor for wind and gravity loads?, Joe Grill
• RE: Rho factor for wind and gravity loads?, Polhemus, Bill
• RE: Rho factor for wind and gravity loads?, Paul Feather
• Re: Rho factor for wind and gravity loads?, Tom . Hunt
• [Q] Moisture through capillarity - prevention/cure products?!?, Papi
• Re: 3x4 Shear Wall Studs, chuck utzman
• RE: Rho factor for wind and gravity loads?, Steve Mickelson
• RE: [Q] Moisture through capillarity - prevention/cure products?!?, Polhemus, Bill
• Re: [Q] Moisture through capillarity - prevention/cure products?!?, Papi
• RE: 3x4 Shear Wall Studs, Barry Welliver
• Re: [Q] Moisture through capillarity - prevention/cure products?!?, Dave Handy
• Re: 3x4 Shear Wall Studs, chuck utzman
• Excel 2003 Beta Testers wanted for MultiLat(tm) public domain spreadsheet, Dennis Wish
• [Q] Moisture through capillarity - prevention/cure products?!?, refugio rochin
• log homes/ steel columns, Andrew Kester, PE
• RE: big dig structural failure - epoxy anchors overhead supporting gravity, Scott Maxwell

Thu Jul 27 02:07:57 GMT 2006

• FEMA 350 - Bolted Unstiffened End Plate, Jake Watson
• RE: [Q] Moisture through capillarity - prevention/cure products?!?, Nels Roselund
• RE: Column Tilting Steel Erection, Harold Sprague
• Re: Rho factor for wind and gravity loads?, Ganesh Thiagarajan
• Critical section in Footings, Sanjay . Sehdev
• RE: Rho factor for wind and gravity loads?, Jim Getaz
• Re: log homes/ steel columns, Jordan Truesdell, PE
• RE: Critical section in Footings, Ashraf, Mohammed \(Qatar\)
• Re: 3x4 Shear Wall Studs, Jordan Truesdell, PE
• RE: Critical section in Footings, Sanjay . Sehdev
• Re: Rho factor for wind and gravity loads?, Gary L. Hodgson and Assoc.
• Tech. Bulletin, dave lowen
• RE: Tech. Bulletin, Robert E Shaw Jr
• RE: Tech. Bulletin, dave lowen
• Simpsons SET Epoxy Anchor vs Titen HD Anchor, Brian
• RE: Critical section in Footings, William.Sherman
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Neil Moore
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Rob Chynoweth
• RE: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Wesley Werner
• Steel fiber reinforced SOG, amanipula
• Roof ventilation in the mountains, ENGRLAINES
• Re: Roof ventilation in the mountains, SIMON BATCHELOR
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Tom . Hunt
• RE: Steel fiber reinforced SOG, Kestner, James W.
• RE: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Polhemus, Bill
• Re: Re: 3x4 Shear Wall Studs, bruckmandesign
• Re: Steel fiber reinforced SOG, Himat Solanki
• Re: Rho factor for wind and gravity loads?, James Cohen
• RE: Rho factor for wind and gravity loads?, Steve Mickelson
• Re: Rho factor for wind and gravity loads?, Tom . Hunt
• RE: Re: 3x4 Shear Wall Studs, Barry Welliver
• Re: Rho factor for wind and gravity loads?, TBerair
• Re: Rho factor for wind and gravity loads?, TBerair
• Re: Roof ventilation in the mountains, Jordan Truesdell, PE
• RE: Rho factor for wind and gravity loads?, Polhemus, Bill
• Re: Re: Roof ventilation in the mountains, bruckmandesign
• Re: Roof ventilation in the mountains, chuck utzman
• Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, omer S
• RE: Re: Roof ventilation in the mountains, Garner, Robert
• RE: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, Polhemus, Bill
• RE: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, Garner, Robert
• Re: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, refugio rochin
• CA SE results...., Doug Mayer
• RE: mass vs vibration, William.Sherman
• Re: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, Padmanabhan Rajendran
• Re: mass vs vibration, Christopher Wright
• RE: Critical section in Footings, Gil Brock
• Concrete Tank, Sharon
• Effect of swimming pool on retaining wall, Joe Grill

Fri Jul 28 00:14:37 GMT 2006

• RE: FEMA 350 - Bolted Unstiffened End Plate, Jason Emoto
• Re: Effect of swimming pool on retaining wall, Will Haynes
• RE: Effect of swimming pool on retaining wall, Sharon
• Re: FEMA 350 - Bolted Unstiffened End Plate, Jake Watson
• SCBF, Jake Watson
• RE: FEMA 350 - Bolted Unstiffened End Plate, Robert E Shaw Jr
• Re: Wood Shear Wall Studs < 2x4, Thor Matteson
• Re: Roof ventilation in the mountains, Dave Gaines
• RE: Concrete Tank, William.Sherman
• RE: Effect of swimming pool on retaining wall, Polhemus, Bill
• Determining F'm from Tests, Bill Allen
• RE: Determining F'm from Tests, Polhemus, Bill
• FEMA 350 - Bolted Unstiffened End Plate, Pinyon Engineering
• Re: Effect of swimming pool on retaining wall, Daryl Richardson
• RE: Effect of swimming pool on retaining wall, Polhemus, Bill
• RE: Determining F'm from Tests, Paul Feather
• RE: Repeat Designs, Gary Loomis
• RE: Repeat Designs, Garner, Robert
• RE: Repeat Designs, Polhemus, Bill
• Re: Repeat Designs, Jnapd
• RE: Determining F'm from Tests, Scott Maxwell
• Re: Effect of swimming pool on retaining wall, Daryl Richardson
• RE: Repeat Designs, Scott, William N.
• RE: Repeat Designs, Mark E. Deardorff
• RE: Repeat Designs, Polhemus, Bill
• RE: Repeat Designs, Mark E. Deardorff
• RE: Repeat Designs, Caldwell, Stan
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Jim Getaz
• Re: Effect of swimming pool on retaining wall, Jordan Truesdell, PE
• RE: Effect of swimming pool on retaining wall, Caldwell, Stan
• RE: Effect of swimming pool on retaining wall, Polhemus, Bill
• Another question on Rho, Doug Mayer
• holdowns in stem walls, Truitt Vance

Sat Jul 29 00:03:27 GMT 2006

• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, ASLCSE
• Re: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, ASLCSE
• RE: holdowns in stem walls, Haan, Scott M POA
• Re: Effect of swimming pool on retaining wall, Stanley E Scholl
• RE: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, Dennis Wish
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Brian
• Re: Simpsons SET Epoxy Anchor vs Titen HD Anchor, Robert Kazanjy
• swimming pools, Andrew Kester, PE
• RE: reuse fees, Andrew Kester, PE

Sun Jul 30 03:55:15 GMT 2006

• Re: swimming pools, Daryl Richardson

Mon Jul 31 01:42:49 GMT 2006

• RE: Simpson's SET Epoxy Anchor vs. Titen HD Anchor, Dennis Wish
• RE: swimming pools, Polhemus, Bill
• Re: holdowns in stem walls, Jordan Truesdell, PE
• Vibration - Office Floor Guidelines, Rich Lewis
• Shear wall minimum size, refugio rochin
• RE: holdowns in stem walls, Polhemus, Bill
• RE: Shear wall minimum size, Ashraf, Mohammed \(Qatar\)
• RE: Shear wall minimum size, Collier, Randy
• RE: Shear wall minimum size, Polhemus, Bill
• RE: Vibration - Office Floor Guidelines, Harold Sprague
• live load to resist uplift from snow load?, Haan, Scott M POA
• Re: Shear wall minimum size, refugio rochin
• Re: live load to resist uplift from snow load?, Drew Morris
• RE: live load to resist uplift from snow load?, Jason Emoto
• RE: live load to resist uplift from snow load?, Paul Feather
• RE: live load to resist uplift from snow load?, Polhemus, Bill
• Re: live load to resist uplift from snow load?, Jordan Truesdell, PE
• Lateral forces through deflection track, Drew Morris
• RE: live load to resist uplift from snow load?, Haan, Scott M POA

Tue Aug 01 00:15:45 GMT 2006

• Re: Lateral forces through deflection track, ESG Design
• RE: Another question on Rho, Jason Emoto
• RE: Lateral forces through deflection track, Haan, Scott M POA
• RE: Shear wall minimum size, Doug Mayer
• RE: Vibration - Office Floor Guidelines, Rich Lewis
• Re: swimming pools, Christopher Wright
• RE: Vibration - Office Floor Guidelines, Harold Sprague
• Re: swimming pools, Gary L. Hodgson and Assoc.
• Re: live load to resist uplift from snow load?, Jordan Truesdell, PE
• Looking for SE in Columbia, SC, Stuart, Matthew
• RE: swimming pools, Polhemus, Bill
• RE: live load to resist uplift from snow load?, Polhemus, Bill
• lt gage shear wall, Andrew Kester, PE

Wed Aug 02 11:57:58 GMT 2006

• Re: swimming pools, Gary L. Hodgson and Assoc.
• Re: Re: swimming pools, bruckmandesign
• RE: Re: swimming pools, Polhemus, Bill
• STEEL JOIST: Erection Tolerances, Polhemus, Bill
• Re: Lateral forces through deflection track, Jim Wilson
• Steel deflection track on wood walls, Jim Wilson
• RE: Steel deflection track on wood walls, Doug Mayer
• Wind Load on Solar Panels w/ Supports ASCE 07-05, Szuchuan Chang
• Re: Steel deflection track on wood walls, Jordan Truesdell, PE
• RE: Wind Load on Solar Panels w/ Supports ASCE 07-05, Polhemus, Bill
• ASCE 07 Wind Load, 10-degree plus or minus form the horizontal, Szuchuan Chang

Thu Aug 03 05:26:53 GMT 2006

• Re: Steel deflection track on wood walls, Jim Wilson
• RE: STEEL JOIST: Erection Tolerances, Harold Sprague
• Re: Steel deflection track on wood walls, Russell VeRost
• old foundation block deterioration, Jim Wilson
• re: deflection connections, Andrew Kester, PE
• RE: old foundation block deterioration, Polhemus, Bill
• RE: old foundation block deterioration, Jim Wilson
• Re: old foundation block deterioration, Daryl Richardson
• Re: old foundation block deterioration, James Cohen
• RE: old foundation block deterioration, Harold Sprague
• RE: old foundation block deterioration, Harold Sprague
• RE: old foundation block deterioration, Nels Roselund
• Re: Steel deflection track on wood walls, Jordan Truesdell, PE
• Light Column Tables in MSC 13th Ed, Jordan Truesdell, PE
• Definition of Pier in ACI 530-02, Joe Grill
• RE: Definition of Pier in ACI 530-02, Polhemus, Bill
• Re: Definition of Pier in ACI 530-02, Gerard Madden, SE
• Re: Definition of Pier in ACI 530-02, Scott Maxwell
• RE: Definition of Pier in ACI 530-02, Joe Grill
• Re: Definition of Pier in ACI 530-02, Gerard Madden, SE
• RE: Definition of Pier in ACI 530-02, Joe Grill

Fri Aug 04 00:19:55 GMT 2006

• RE: Definition of Pier in ACI 530-02, Scott Maxwell
• Re: Definition of Pier in ACI 530-02, Joseph R. Grill
• Re: Light Column Tables in MSC 13th Ed, Szuchuan Chang
• RE: Light Column Tables in MSC 13th Ed, Carter, Charlie
• Re: Light Column Tables in MSC 13th Ed, Jordan Truesdell, PE
• Fw: The VeRost Boltable Anchor Plate, Russell VeRost

Mon Aug 07 07:22:35 GMT 2006

• Fw: The VeRost Boltable Anchor Plate, TBerair
• RE: [Q] Moisture through capillarity - prevention/cure products?!?, Nels Roselund

Tue Aug 08 15:28:51 GMT 2006

• Composite Floor conventions, Jordan Truesdell, PE
• Trinidad and Tobago Seismic Maps, Anantha Narayan C.K.
• RE: Trinidad and Tobago Seismic Maps, Gunnar H. Isleifsson
• spreading wheel load on a single span slab next to isolation joint., Haan, Scott M POA
• RE: spreading wheel load on a single span slab next to isolation joint., M. David Finley, P.E., P.A.
• Design Checking Methods - take 2, William.Sherman
• Detailing steel connections, William.Sherman

Wed Aug 09 14:29:49 GMT 2006

• RE: Composite Floor conventions, Michelle Motchos
• Welded headed Shear Studs, Kestner, James W.
• Shoring on cantilevered retaining walls, Pinyon Engineering
• RE: Composite Floor conventions, Carter, Charlie
• RE: Welded headed Shear Studs, Michelle Motchos
• Re: Composite Floor conventions, Will Haynes
• [no subject], Ken E. Paquette
• Re: Shoring on cantilevered retaining walls, Stanley E Scholl
• RE:, Polhemus, Bill
• Re: Composite Floor conventions, Jordan Truesdell, PE
• Non-comp beams in a composite floor, Jordan Truesdell, PE
• Re: Galv bolts with bare steel, Jordan Truesdell, PE
• Timber Frame Project, Joe Grill
• Re: Non-comp beams in a composite floor, Will Haynes
• RE: Non-comp beams in a composite floor, Polhemus, Bill

Thu Aug 10 11:48:52 GMT 2006

• Re: Non-comp beams in a composite floor, Jordan Truesdell, PE
• MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill
• Re: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, David Topete
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill
• Corbels, M. David Finley, P.E., P.A.
• Re: Corbels, Will Haynes
• RE: Corbels, M. David Finley, P.E., P.A.
• Re: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Jordan Truesdell, PE
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, David Topete
• MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Collier, Randy
• HDPE Plastic sheet, Avicpeng
• RE: HDPE Plastic sheet, Joe Grill
• Re: HDPE Plastic sheet, Avicpeng
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Collier, Randy
• Joist Girders As Spandrel Beams, Rich Lewis
• FEMA 350 Section Question, John J. Treff
• RE: FEMA 350 Section Question, Garner, Robert
• Old New York State Code, Benjamin Cornelius
• Re: Joist Girders As Spandrel Beams, Brian K. Smith
• RE: HDPE Plastic sheet, Chance, Acie
• Re: Joist Girders As Spandrel Beams, Will Haynes
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Joe Grill
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill

Fri Aug 11 00:22:50 GMT 2006

• Re: HDPE Plastic sheet, Avicpeng
• Re: Corbels, Himat Solanki
• RE: Joist Girders As Spandrel Beams, Rich Lewis
• Re: Joist Girders As Spandrel Beams, Will Haynes
• RE: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Joe Grill
• ICC Performance Code for Buildings and Facilities, Tom Skaggs
• Re: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, ESG Design
• Re: MASONRY: Epoxy Adhesive Embedment into Grouted Cells, ESG Design
• RE: ICC Performance Code for Buildings and Facilities, Barry Welliver
• mortar bed reinforcement, Andrew Kester, PE
• 31 Structural Steel Reference Books For Sale, Russell VeRost
• RE: mortar bed reinforcement, David Fisher

Sat Aug 12 03:18:37 GMT 2006

• HDPE Plastics, Avicpeng
• Re: seaint Digest for 11 Aug 2006, Vineet Aggarwal
• Re: ot - Las Vegas, Gary L. Hodgson and Assoc.
• Re: ot - Las Vegas, Benjamin Cornelius
• Level of Detailing, Will Haynes
• RE: Level of Detailing, David L. Fisher
• Re: Level of Detailing, Will Haynes
• Re: Level of Detailing, Avicpeng
• Re: Level of Detailing, erik gibbs
• CUREE W30 Recommendations for Earthquake Resistance in the Design and Construction of Woodframe Buildings, Dennis Wish
• Re: Level of Detailing, Will Haynes
• RE: Level of Detailing, dave lowen
• Re: Level of Detailing, Will Haynes
• Re: Level of Detailing, Jordan Truesdell, PE
• Re: Re: Level of Detailing, bruckmandesign
• Re: Level of Detailing, Jordan Truesdell, PE
• RE: Level of Detailing, dave lowen
• RE: Level of Detailing, Gary Loomis
• Re: Level of Detailing, Will Haynes
• Re: Level of Detailing, Will Haynes
• RE: Level of Detailing, dave lowen
• Re: ot - Las Vegas, Gerard Madden, SE
• Re: Level of Detailing, Will Haynes
• RE: Level of Detailing, dave lowen

Sun Aug 13 01:42:02 GMT 2006

• Re: Level of Detailing, Avicpeng
• RE: Level of Detailing, Carter, Charlie
• Re: CUREE W30 Recommendations for Earthquake Resistance in the Design and Construction of Woodframe Buildings, Eliseo Arellano
• Re: Level of Detailing, Will Haynes
• RE: Level of Detailing, David L. Fisher
• Re: ot - Las Vegas, Paul Ransom
• Re: RE: Level of Detailing, bruckmandesign

Mon Aug 14 07:40:37 GMT 2006

• Error in Aisc Manual 13th Edition?, G Vishwanath
• Re: Level of Detailing, Gary L. Hodgson and Assoc.
• OT: Polhemus Is A Ham, Polhemus, Bill
• RE: ot - Las Vegas, Polhemus, Bill
• RE: Level of Detailing, Polhemus, Bill
• RE: Level of Detailing, Polhemus, Bill
• RE: Level of Detailing, Polhemus, Bill
• RE: Re: Level of Detailing, Polhemus, Bill
• RE: Level of Detailing, David L. Fisher
• RE: Level of Detailing, Polhemus, Bill
• RE: Level of Detailing, David L. Fisher
• RE: Level of Detailing, David L. Fisher
• RE: Level of Detailing, dave lowen
• Re: Level of Detailing, Will Haynes
• RE: Level of Detailing, David Fisher
• Shop Drawing Review, Bill Allen
• Tower Foundation repair, Landon Anderson
• Re: Shop Drawing Review, Stanley E Scholl
• RE: Shop Drawing Review, Chance, Acie
• RE: Shop Drawing Review, Nuttall, Davin J.
• Re: Shop Drawing Review, Jordan Truesdell, PE
• Re: Level of Detailing -- Caymans, Rhkratzse
• Re: Level of Detailing -- Caymans, Christopher Wright
• RE: Shop Drawing Review, Polhemus, Bill
• RE: Level of Detailing -- Caymans, Polhemus, Bill
• Re: Tower Foundation repair, Christopher Wright
• City of Rancho Cucamonga Invites You to Attend "Collapse of the World Trade Center - Lessons Learned Seminar", Villenas, Fabian

Tue Aug 15 07:12:06 GMT 2006

• Re: Tower Structure, Nguyen Nam Trung
• Cracks on Floor Slabs, The Best Always
• RE: Tower Structure, Polhemus, Bill
• 31 Structural Steel Reference Books For Sale, Rand W Holtham
• City of Rancho Cucamonga Invites You to Attend "Collapse of the World Trade Center - Lessons Learned Seminar", Rand W Holtham
• Fw: The VeRost Boltable Anchor Plate, Rand W Holtham
• Re: Tower Structure, Jordan Truesdell, PE
• Re: Level of Detailing, Jim Getaz
• RE: Level of Detailing, Kestner, James W.
• Braced frame + concrete shear wall Dual system, Anantha Narayan C.K.
• Shear Friction Design Method: ACI 11.7.7 & 11.7.8, Wontae Kim
• Re: Re: Level of Detailing, bruckmandesign
• More on level of Detailing, erik gibbs
• RE: Level of Detailing, Polhemus, Bill
• Re: More on level of Detailing, Jordan Truesdell, PE
• Re: Shear Friction Design Method: ACI 11.7.7 & 11.7.8, Ganesh Thiagarajan
• RE: Braced frame + concrete shear wall Dual system, Ben Yousefi
• RE: More on level of Detailing, Joe Grill
• RE: More on level of Detailing, Polhemus, Bill
• RE: More on level of Detailing, David Fisher
• RE: More on level of Detailing, John Whitty
• Re: 31 Structural Steel Reference Books For Sale, Charles Kane
• Re: More on level of Detailing, David Topete
• RE: More on level of Detailing, Joe Grill
• Re: Level of Detailing, Daryl Richardson
• Re: Level of Detailing, Jordan Truesdell, PE
• RE: Level of Detailing, David Fisher
• What is it about Condos, Mark Johnson
• RE: What is it about Condos, Kestner, James W.
• RE: What is it about Condos, Garner, Robert
• RE: What is it about Condos, David Fisher
• RE: What is it about Condos, Caldwell, Stan
• Re: Level of Detailing, bruckmandesign
• Re: More on level of Detailing, Gerard Madden, SE
• RE: More on level of Detailing, Michel Blangy
• Load Test, Nacionales Alex
• Re: More on level of Detailing, Gerard Madden, SE
• RE: What is it about Condos, Scott, William N.
• Re: Re: More on level of Detailing, bruckmandesign

Wed Aug 16 00:06:37 GMT 2006

• RE: What is it about Condos, Polhemus, Bill
• Re: RE: More on level of Detailing, bruckmandesign
• RE: What is it about Condos, Marlou B. Rodriguez, S.E.
• Re: What is it about Condos, Stanley E Scholl
• RE: What is it about Condos, Marlou B. Rodriguez, S.E.
• RE: Shop Drawing Review, Marlou B. Rodriguez, S.E.
• Re: Load Test, Scott Maxwell
• RE: What is it about Condos, Dennis Wish
• Re: What is it about Condos, chuck utzman
• RE: What is it about Condos, Mike Jones
• RE: Load Test, Gary Loomis
• RE: What is it about Condos, Puskas, David
• RE: What is it about Condos, Caldwell, Stan
• RE: Shop Drawing Review, Bill Allen
• RE: More on level of Detailing, Bill Allen
• seismic provisions in building codes, Mr sadanand ojha
• Re: What is it about Condos, Jordan Truesdell, PE
• RE: What is it about Condos, Polhemus, Bill
• re: glulam beam on shop dwg, Andrew Kester, PE
• RE: What is it about Condos, Mark Johnson
• above ground post-tension floor slab, Mark Pemberton
• RE: Load Test, Kent Carlson - SHEARMAX
• Re: More on level of Detailing, Rhkratzse
• re: condos, Andrew Kester, PE
• RE: What is it about Condos, Polhemus, Bill
• 13th Ed Steel manual comp beams, David Topete
• RE: seismic provisions in building codes, Polhemus, Bill
• RE: glulam beam on shop dwg, Bill Allen
• RE: More on level of Detailing, Tom Skaggs
• Re: Load Test, Daryl Richardson
• Re: More on level of Detailing, Rhkratzse
• Re: above ground post-tension floor slab, Suresh Acharya
• RE: glulam beam on shop dwg, David Fisher
• RE: 13th Ed Steel manual comp beams, Garner, Robert
• RE: More on level of Detailing, Michelle Motchos
• RE: More on level of Detailing, Suresh Acharya
• Re: seismic provisions in building codes, Stanley E Scholl
• RE: above ground post-tension floor slab, David Fisher
• Re: More on level of Detailing, Roger Davis
• RE: More on level of Detailing, Neil Moore
• RE: above ground post-tension floor slab -FLOOD, Suresh Acharya
• The List, hugh nicholl
• RE: 13th Ed Steel manual comp beams, Garner, Robert
• The List, hugh nicholl
• RE: 13th Ed Steel manual comp beams, David Topete
• composite beam program, Andrew Kester, PE

Thu Aug 17 04:13:42 GMT 2006

• RE: seismic provisions in building codes, Ing. Jose Larrea
• RE: seismic provisions in building codes, Carlos Avila
• Re: More on level of Detailing, Jordan Truesdell, PE
• RE: seismic provisions in building codes, Carlos Avila
• RE: More on level of Detailing, Dave Adams
• RE: 13th Ed Steel manual comp beams, Polhemus, Bill
• RE: 13th Ed Steel manual comp beams, Doug Mayer

Fri Aug 18 02:10:19 GMT 2006

• got my back?, Andrew Kester, PE
• Reposting "Error in Table 10-14 of Aisc 13th Edition ?", G Vishwanath
• Re: got my back?, Jordan Truesdell, PE
• Re: Reposting "Error in Table 10-14 of Aisc 13th Edition ?", Roger Davis
• RE: Reposting "Error in Table 10-14 of Aisc 13th Edition ?", Carter, Charlie
• RE: got my back?, Michel Blangy
• RE: What is it about Condos, David Fisher
• Composite Floor conventions, Allen.Adams
• Free Structural Software ??, Caldwell, Stan
• RE: Free Structural Software ??, David Fisher
• RE: Free Structural Software ??, Hans E Boge
• RE: Free Structural Software ??, Dellies, Teresa M.
• RE: Free Structural Software ??, Tom . Hunt
• RE: Free Structural Software ??, Dellies, Teresa M.
• RE: Free Structural Software ??, Neil Moore
• RE: Free Structural Software ??, Tom . Hunt

Sat Aug 19 11:23:31 GMT 2006

• Lean-on Bracing Systems, Eric Tompos
• RE: Free Structural Software ??, G Vishwanath
• RE: Lean-on Bracing Systems, Scott, William N.
• Re: Free Structural Software ??, Daryl Richardson
• Re: Free Structural Software ??, Daryl Richardson
• Re: Free Structural Software ??, Neil Moore
• Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, Bill Allen
• Re: Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, Will Haynes

Sun Aug 20 14:11:24 GMT 2006

• RE: Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, eric green
• RE: Re: Level of Detailing - round 2, dave lowen
• RE: Getting Windoze 2000 to Accept "Smart Ring", Bill Allen
• RE: Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, Bill Allen
• Re: Re: Level of Detailing - round 2, Daryl Richardson
• RE: Getting Windoze 2000 to Accept "Smart Ring", Mark Johnson
• RE: Getting Windoze 2000 to Accept "Smart Ring", Bill Allen
• RE: Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, Bill Allen
• Re: Level of Detailing - round 2, Christopher Wright

Mon Aug 21 08:27:39 GMT 2006

• ensketch, ASC
• How to export 3D DXF from Autocad to Staad Pro, sakla2005
• Re: Level of Detailing - round 2, Jim Getaz
• Re: How to export 3D DXF from Autocad to Staad Pro, Padmanabhan Rajendran
• RE: Getting Windoze 2000 to Accept "Smart Ring", Scott Maxwell
• RE: Downloading PDFs of ICBO/ICC Reports - Am I Missing Something?, Scott Maxwell
• Re: Level of Detailing - round 2, Christopher Wright
• RE: Level of Detailing - round 2, Bill Allen
• Re: Level of Detailing - round 2, Christopher Wright
• Re: Level of Detailing - round 2, Ray Pixley
• RE: Level of Detailing - round 2, David Fisher
• Seismic Joint + ETABS, Anantha Narayan C.K.
• RE: Level of Detailing - round 2, Gary Loomis
• RE: Getting Windoze 2000 to Accept "Smart Ring", Dennis Wish
• RE: Level of Detailing - round 2, Eugenio Aburto
• Re: Level of Detailing - round 2, Paul Blomberg
• Re: Getting Windoze 2000 to Accept "Smart Ring", Jordan Truesdell, PE
• cyclic load ,isotropic hardening material,ansys, behnam heydari
• RE: Lean-on Bracing Systems, Tom . Hunt
• Level of Detailing, Michael Hemstad
• RE: Getting Windoze 2000 to Accept "Smart Ring", Scott Maxwell
• Re: Level of Detailing, Gerard Madden, SE

Tue Aug 22 00:17:26 GMT 2006

• IBC Wood Shearwalls, Paul Feather
• Re: Level of Detailing - round 2, Daryl Richardson
• Re: IBC Wood Shearwalls, Scott Maxwell
• Re: cyclic load ,isotropic hardening material,ansys, Ganesh Thiagarajan
• Drafting Standards - Grid Layout, Marc Mitchell
• Re: Level of Detailing - round 2, Mark Gilligan
• Seismic Joint + ETABS, Jim Getaz
• Re: Seismic Joint + ETABS, Anantha Narayan C.K.
• Minimum lateral force requirements, Ashraf, Mohammed \(Qatar\)
• Re: Level of Detailing, bruckmandesign
• Re: Minimum lateral force requirements, TBerair
• Re: Drafting Standards - Grid Layout, bruckmandesign
• RE: Drafting Standards - Grid Layout, David Fisher
• RE: Level of Detailing - round 2, Bill Allen
• Re: Drafting Standards - Grid Layout, Jordan Truesdell, PE
• RE: Drafting Standards - Grid Layout, David Fisher
• RE: Minimum lateral force requirements, Ashraf, Mohammed \(Qatar\)
• Re: Drafting Standards - Grid Layout, Daryl Richardson
• Sloped Continuous Footing, Cutler, Seth W CIV NAVFAC NW
• RE: Drafting Standards - Grid Layout, Garner, Robert
• RE: Minimum lateral force requirements, TBerair
• RE: Sloped Continuous Footing, Kestner, James W.
• Re: Level of Detailing - round 2, Christopher Wright
• To Bond or Not to Bond - Concrete Thin Overlay, Rich Lewis
• OT: Printing Multiple MS Word Documents, Bill Allen
• Re: Printing Multiple MS Word Documents, James Cohen
• Re: Printing Multiple MS Word Documents, TBerair
• Printing Multiple MS Word Documents, Collier, Randy
• RE: Printing Multiple MS Word Documents, Collier, Randy
• RE: Printing Multiple MS Word Documents, Bill Allen
• RE: Printing Multiple MS Word Documents, Bill Allen
• Re: Printing Multiple MS Word Documents, Tom . Hunt
• Re: Drafting Standards - Grid Layout, bcainse
• Re: Sloped Continuous Footing, Daryl Richardson
• Re: To Bond or Not to Bond - Concrete Thin Overlay, Daryl Richardson
• RE: Sloped Continuous Footing, Cutler, Seth W CIV NAVFAC NW
• Re: Drafting Standards - Grid Layout, Jnapd
• RE: Drafting Standards - Grid Layout, Kestner, James W.
• Is A-449 material available as threaded rods?, Bill Allen
• RE: Is A-449 material available as threaded rods?, Paul Feather
• RE: Is A-449 material available as threaded rods?, Mark E. Deardorff
• RE: Is A-449 material available as threaded rods?, Doug Mayer
• Re: IBC Wood Shearwalls, Lloyd Pack
• RE: Seismic Joint + ETABS, Reza Dashti Asl

Wed Aug 23 06:21:54 GMT 2006

• RE: Is A-449 material available as threaded rods?, Harold Sprague
• RE: Seismic Joint + ETABS, Jim Getaz
• Shot Pin Boundary Nailing, bruckmandesign
• RE: Is A-449 material available as threaded rods?, Bill Allen
• Pile Caps vs Pile Raft, MAM
• Fwd: Embedment Plate Welds, canitzcf
• RE: Embedment Plate Welds, Joe Grill
• Re: Level of Detailing - round 2, Rhkratzse
• Re: Level of Detailing - round 2, Neil Moore
• RE: Level of Detailing - round 2, David M. Watt
• welding HSS to HSS, Truitt Vance
• Drafting or CAD standards..., Mike Jones
• RE: welding HSS to HSS, Garner, Robert
• RE: Drafting or CAD standards..., David Fisher
• Re: Drafting or CAD standards..., Jordan Truesdell, PE
• RE: Is A-449 material available as threaded rods?, Harold Sprague
• Re: Pile Caps vs Pile Raft, Daryl Richardson
• RE: welding HSS to HSS, Harold Sprague
• To Bond or not to Bond, Rick Stone
• Sloped Continuous Footing, Rick Stone
• RE: Embedment Plate Welds, Michelle Motchos
• RE: welding HSS to HSS, Truitt Vance
• RE: Drafting or CAD standards..., Paul Feather
• Re: Embedment Plate Welds, CanitzCF
• RE: Drafting or CAD standards..., Marlou B. Rodriguez, S.E.
• RE: Seismic Joint + ETABS, Reza Dashti Asl

Thu Aug 24 01:34:45 GMT 2006

• RE: Shot Pin Boundary Nailing, Michael Bryson
• Re: Pile Caps vs Pile Raft, Syed A Masroor
• RE: Seismic Joint + ETABS, Jim Getaz
• Re: RE: Shot Pin Boundary Nailing, bruckmandesign
• Re: Shot Pin Boundary Nailing, Fred Turner

Fri Aug 25 03:32:39 GMT 2006

• RE: Drafting or CAD standards..., Neil Moore
• Re: Re: Level of Detailing - round 2, bruckmandesign
• Re: Re:  Shot Pin Boundary Nailing, bruckmandesign
• Cable Stay Costs, Paul Feather
• RE: Cable Stay Costs, Caldwell, Stan
• Business survey forms., Hans E Boge
• Letter Proposal for Structural Engineering Services, John Riley
• RE: Business survey forms., David L. Fisher
• RE: Cable Stay Costs, Paul Feather

Sat Aug 26 06:26:27 GMT 2006

• RE: Business survey forms., Mark Gilligan
• Re: Re: Level of Detailing - round 2, Will Haynes
• Repair Detail of Moisture Retarder, Bill Allen
• RE: Re: Level of Detailing - round 2, Bill Allen
• RE: Level of Detailing - round 2, William.Sherman
• RE: Level of Detailing - round 2, William.Sherman
• RE: Shop Drawing Review, William.Sherman
• RE: Level of Detailing - round 2, bruckmandesign
• RE: Business survey forms, James Getaz

Mon Aug 28 05:55:05 GMT 2006

• RE: Repair Detail of Moisture Retarder, Harold Sprague
• Metal Deck, Ravinath M.
• 9/11 conspiracies are a crying shame, rbengrguy
• Cooling Tower Basin Minimum Temperature Steel, Rand W Holtham
• RE: Metal Deck, Gary Loomis
• RE: Cooling Tower Basin Minimum Temperature Steel, Gary Loomis
• RE: Metal Deck, Garner, Robert
• RE: Cable Stay Costs, Mueller, Oliver
• RE: Cable Stay Costs, Michelle Motchos
• Re: Metal Deck, Jordan Truesdell, PE
• RE: Cooling Tower Basin Minimum Temperature Steel, Rand W Holtham
• Re: 9/11 conspiracies are a crying shame, S. Gordin
• RE: Cable Stay Costs, Paul Feather
• OSHA Column Requirements, M. David Finley, P.E., P.A.
• RE: OSHA Column Requirements, Collier, Randy
• RE: OSHA Column Requirements, Bruce Holcomb
• Re: OSHA Column Requirements, Roger Davis
• RE: OSHA Column Requirements, sscholl2(--nospam--at)juno.com

Tue Aug 29 04:29:57 GMT 2006

• RE: Free Structural Software ??, Sanjay . Sehdev
• RE: Free Structural Software ??, Sanjay . Sehdev
• Re: Printing Multiple MS Word Documents, Sanjay . Sehdev
• Re: OSHA Column Requirements, Robert Kazanjy
• Re: Metal Deck, Ravinath M.
• Re: OSHA Column Requirements, Jordan Truesdell, PE
• Timber retaining wall (railroad tie), Brian
• RE: Timber retaining wall (railroad tie), Paul Feather
• RE: Timber retaining wall (railroad tie), David Fisher
• RE: Timber retaining wall (railroad tie), Brian
• Re: Timber retaining wall (railroad tie), Jnapd
• RE: Timber retaining wall (railroad tie), Joe Grill
• RE: Timber retaining wall (railroad tie), Scott, William N.
• Re: Timber retaining wall (railroad tie), Neil Moore
• RE: Timber retaining wall (railroad tie), Harold Sprague
• RE: Timber retaining wall (railroad tie), Brian
• RE: Timber retaining wall (railroad tie), Joe Grill
• RE: Timber retaining wall (railroad tie), Neil Moore

Wed Aug 30 03:53:55 GMT 2006

• Loader force, Mark L. Puccio
• Drilled Pier/pile-Support is pinned or fixed, Ashraf, Mohammed \(Qatar\)
• Aisc Search utility error, G Vishwanath
• Re: Drilled Pier/pile-Support is pinned or fixed, Robert Kazanjy
• RE: Timber retaining wall (railroad tie), Harold Sprague
• RE: Drilled Pier/pile-Support is pinned or fixed, Ashraf, Mohammed \(Qatar\)
• Cracks on floor slabs, The Best Always
• Re: Timber retaining wall (railroad tie), Gary L. Hodgson and Assoc.
• Re: Timber retaining wall (railroad tie), Jim Wilson
• Splicing heavy timber trusse tension members, Jim Wilson
• RE: Cracks on floor slabs, Kestner, James W.
• Heavy line loads on thin slabs on grade, Jordan Truesdell, PE
• Re: Loader force, Roger Davis
• Plan Checkers?, erik gibbs
• RE: Plan Checkers?, David Fisher
• Re: Plan Checkers?, Gerard Madden, SE
• Re: Heavy line loads on thin slabs on grade, Rhkratzse
• Re: Heavy line loads on thin slabs on grade, David Topete
• Re: Heavy line loads on thin slabs on grade, Jordan Truesdell, PE
• Re: Heavy line loads on thin slabs on grade, Neil Moore
• Re: Drilled Pier/pile-Support is pinned or fixed, j.n.sigalas
• Tallahassee, FL referral, David Fisher
• Re: Heavy line loads on thin slabs on grade, Jordan Truesdell, PE
• Re: Heavy line loads on thin slabs on grade, sscholl2(--nospam--at)juno.com
• Welding On a Full Tank, Jim Lutz
• RE: Welding On a Full Tank, Garner, Robert
• Re: Heavy line loads on thin slabs on grade, Scott Maxwell
• Re: Splicing heavy timber trusse tension members, ENGRLAINES
• Re: Drilled Pier/pile-Support is pinned or fixed, Robert Kazanjy
• Re: Splicing heavy timber trusse tension members, SIMON BATCHELOR
• WTC conspiaracy theory debunked, rbengrguy

Thu Aug 31 04:10:47 GMT 2006

• RE: Drilled Pier/pile-Support is pinned or fixed, Ashraf, Mohammed \(Qatar\)
• RE: Drilled Pier/pile-Support is pinned or fixed, Ashraf, Mohammed \(Qatar\)
• Re: your SEAINT post, G Vishwanath
• RE: Heavy line loads on thin slabs on grade, Sklar, Mitch
• Re: Drilled Pier/pile-Support is pinned or fixed, Gary L. Hodgson and Assoc.
• Re: Heavy line loads on thin slabs on grade, Jordan Truesdell, PE
• Supplementary Shear reinforcement for anchors, Sanjay . Sehdev
• OSB grade, Scott Maxwell
• RE: WTC conspiaracy theory debunked, David Fisher
• Re: Plan Checkers?, bruckmandesign
• Re: OSB grade, bruckmandesign
• RE: OSB grade, Michael Bryson
• Re: Drilled Pier/pile-Support is pinned or fixed, Robert Kazanjy
• re: file systems, Andrew Kester, PE
• Mississippi- Codes, Andrew Kester, PE
• RE: Mississippi- Codes, David Fisher
• Re: Mississippi- Codes, Brian K. Smith
• RE: Mississippi- Codes, Ehrlich, Gary
• Paint for Steel Roof Above Pool, Rich Lewis
• Paint for Steel Roof Above Pool, Rich Lewis
• Re: Plan Checkers?, erik gibbs
• RE: Plan Checkers?, Haan, Scott M POA
• Splicing heavy timber truss tension members, AWC Info
• Re: Paint for Steel Roof Above Pool, Roger Davis
• Re: Paint for Steel Roof Above Pool, bruckmandesign
• Re: Plan Checkers?, bruckmandesign
• RE: Cooling Tower Basin Minimum Temperature Steel, William.Sherman

Fri Sep 01 00:12:16 GMT 2006

• Smart Ring with W2K, Avicpeng
• Re: Smart Ring with W2K, Avicpeng
• Re: Paint for Steel Roof Above Pool, Robert Kazanjy
• Re: Smart Ring with W2K, bcainse
• RE: Paint for Steel Roof Above Pool, Harold Sprague
• Foundations for Shear Walls, Mike Rhodebeck
• Re: Plan Checkers?, Neil Moore
• RE: Foundations for Shear Walls, Harold Sprague
• RE: Timber retaining wall (railroad tie), Caldwell, Stan
• Re: Timber retaining wall (railroad tie), Christopher Wright
• Re: Foundations for Shear Walls, sscholl2(--nospam--at)juno.com
• Flatness Of P/T Conc. Deck, Michael Bryson
• Re: Plan Checkers?, Jnapd
• RE: Flatness Of P/T Conc. Deck, Harold Sprague

Sat Sep 02 07:18:28 GMT 2006

• RE: Cracks on floor slabs, The Best Always
• Fwd: Metal Deck, Ravinath M.
• Re: Plan Checkers?, ASLCSE

Sun Sep 03 00:37:20 GMT 2006

• RE: Foundations for Shear Walls, Pinyon Engineering
• RE: Cracks on floor slabs, Gil Brock

Tue Sep 05 05:47:16 GMT 2006

• RE: Cracks on floor slabs, The Best Always
• Re: Cracks on floor slabs, Syed A Masroor
• RE: Cracks on floor slabs, Gil Brock
• Load combinations with 30% Wind, TBerair
• RE: Load combinations with 30% Wind, Scott, William N.
• RE: Load combinations with 30% Wind, TBerair
• RE: Load combinations with 30% Wind, Harold Sprague
• RE: Load combinations with 30% Wind, Scott, William N.
• RE: Foundations for Shear Walls, Michel Blangy
• RE: Load combinations with 30% Wind, Scott, William N.
• RE: Foundations for Shear Walls, struceng2008
• Structural Books on eBay for sale, struceng2008
• re: foundations for shear walls, Andrew Kester, PE
• Long Building - How to make stand up?, David Smith
• RE: Long Building - How to make stand up?, Josh Comfort
• RE: Long Building - How to make stand up?, David Fisher
• RE: Long Building - How to make stand up?, Bruce Holcomb
• Re: Long Building - How to make stand up?, Avicpeng
• RE: Long Building - How to make stand up?, Bruce Holcomb
• RE: Long Building - How to make stand up?, sscholl2(--nospam--at)juno.com
• Glulam Design Source, Rich Lewis
• Re: Glulam Design Source, Brian K. Smith
• RE: Long Building - How to make stand up?, David Maynard
• RE: Load combinations with 30% Wind, Harold Sprague
• RE: Long Building - How to make stand up?, Harold Sprague
• RE: Load combinations with 30% Wind, Scott, William N.

Wed Sep 06 01:02:30 GMT 2006

• Re: Long Building - How to make stand up?, David Smith
• RE: Load combinations with 30% Wind, Harold Sprague
• RE: Cracks on floor slabs, The Best Always
• RE: Cracks on floor slabs, Gil Brock
• RE: Load combinations with 30% Wind, TBerair
• re: storefront wall, Andrew Kester, PE
• Glulam Design Source, AWC Info
• notched glue-lam, jrgrill
• RE: Timber Roofs over Swimming Pools, hugh nicholl
• existing wood floor joist bending stress, Joseph Eribarne
• Re: existing wood floor joist bending stress, ESG Design
• Steel beam--change of depth, Michael Hemstad
• RE: existing wood floor joist bending stress, Michael Bryson
• RE: existing wood floor joist bending stress, Doug Mayer
• RE: Steel beam--change of depth, Kestner, James W.
• RE: Timber Roofs over Swimming Pools, Rich Lewis
• RE: Glulam Design Source, Rich Lewis
• control joints in topping slabs, Benjamin Cornelius
• RE: control joints in topping slabs, Stuart, Matthew
• RE: Structural Books on eBay for sale, struceng2008
• Thickened Edge Slab - Jointing, David Maynard
• Re: notched glue-lam, Daryl Richardson
• Re: notched glue-lam, jrgrill
• RE: notched glue-lam, Bruce Holcomb
• Re: notched glue-lam, jrgrill
• Re: notched glue-lam, Roger Davis
• RE: notched glue-lam, Lucas Jolly
• RE: notched glue-lam, Garner, Robert
• Re: existing wood floor joist bending stress, Roger Davis
• Re: Steel beam--change of depth, Daryl Richardson
• RE: notched glue-lam, Garner, Robert
• RE: notched glue-lam, jrgrill
• RISA to sway or not to sway, Sharon
• Re: RISA to sway or not to sway, David Topete

Thu Sep 07 00:01:58 GMT 2006

• RE: Thickened Edge Slab - Jointing, Rich Lewis
• RE: Thickened Edge Slab - Jointing, Rich Lewis
• Re: existing wood floor joist bending stress, Joseph R. Grill
• RE: Timber Roofs over Swimming Pools, Jim Getaz
• RE: existing wood floor joist bending stress, Dennis Wish
• RE: storefront wall, Dennis Wish
• RE: notched glue-lam, Nuttall, Davin J.
• RE: RISA to sway or not to sway, Josh Plummer
• Re: RE: notched glue-lam, bruckmandesign
• RE: Thickened Edge Slab - Jointing, David Maynard
• Re: Steel beam--change of depth, Paul Ransom
• Steel ASTM standards, Jordan Truesdell, PE
• RE: storefront wall, Michel Blangy
• RE: storefront wall, Scott, William N.
• Re: storefront wall, Gerard Madden, SE
• Re: storefront wall, chuck utzman
• RE: RISA to sway or not to sway, Sharon
• Re: storefront wall, Andy Richardson
• Re: WTC conspiaracy theory debunked, ECVAl3
• RE: WTC conspiracy theory debunked, Josh Comfort
• RE: WTC conspiracy theory debunked, Sharon
• RE: WTC conspiracy theory debunked, Josh Comfort
• RE: WTC conspiracy theory debunked, Will Blanchard
• detention basin, amanipula
• RE: Glulam Design Source, AWC Info
• Re: storefront wall, Christopher Wright
• RE: detention basin, Gary Loomis
• RE: detention basin, Garner, Robert

Fri Sep 08 02:23:08 GMT 2006

• Another Ebay Notice, CanitzCF
• Re: detention basin, Stanley E Scholl
• Re: storefront wall, Harold Sprague
• Re: detention basin, Daryl Richardson
• Re: existing wood floor joist bending stress, AWC Info
• Re: WTC conspiracy theory debunked, BCainse
• Re: detention basin, BCainse
• Re: WTC conspiracy theory debunked, S. Gordin
• RE: WTC conspiracy theory debunked, Josh Comfort
• Steel beam--change of depth, Michael Hemstad
• RE: control joints in topping slabs, Benjamin Cornelius
• RE: control joints in topping slabs, Harold Sprague
• Test, Nels Roselund
• Re: Test, Christopher Wright
• Re: Test, BCainse

Sat Sep 09 00:29:59 GMT 2006

• RE: TEST, Nels Roselund
• ETABS/ Dual System, edmondo san jose
• Re: ETABS/ Dual System, Syed A Masroor
• Curved PSC Box Girder., Arvind Salecha
• Re: Curved PSC Box Girder., Syed A Masroor
• More errors in Aisc Manual 13th Edition?, G Vishwanath
• RE: Test, Dennis Wish
• Re: ETABS/ Dual System, Gerard Madden, SE

Sun Sep 10 00:01:34 GMT 2006

• Re: existing wood floor joist bending stress, Richard Phillips

Mon Sep 11 02:37:30 GMT 2006

• RE: TEST, Rich Lewis
• Load factor for Cooling Tower, Ashraf, Mohammed \(Qatar\)
• RE: TEST, Jim Getaz
• RE: control joints in topping slabs, Benjamin Cornelius
• RE: Load factor for Cooling Tower, William.Sherman
• RE: Load factor for Cooling Tower, Ashraf, Mohammed \(Qatar\)
• Steel beam...change in depth, Kestner, James W.
• Aisc's response and one more error, G Vishwanath
• Re: Aisc's response and one more error, Jordan Truesdell, PE
• RE: Aisc's response and one more error, Garner, Robert
• RE: Load factor for Cooling Tower, Harold Sprague
• RE: control joints in topping slabs, Harold Sprague
• Re: Steel-Detail: Aisc's response and one more error, G Vishwanath
• Flag Drag, David Maynard
• RE: Flag Drag, Sharon
• RE: Flag Drag, Garner, Robert
• RE: Flag Drag, Michelle Motchos
• RE: Flag Drag, jrgrill
• RE: Flag Drag, Bruce Holcomb
• RE: Flag Drag, Sharon
• RE: Flag Drag, Neil Moore
• Re: Flag Drag, Rhkratzse
• RE: Flag Drag, Sharon
• RE: Flag Drag, Michelle Motchos
• RE: Flag Drag, Neil Moore
• RE: Flag Drag, Sharon
• RE: Flag Drag, Michel Blangy
• RE: Flag Drag, Neil Moore
• Enercalc, Padmanabhan Rajendran

Tue Sep 12 00:44:32 GMT 2006

• Re: Enercalc, chuck utzman
• automated response, Michael Zaitz
• RE: Enercalc, Michael Brooks
• Re: Flag Drag, Robert Kazanjy
• Re: Flag Drag, Robert Kazanjy
• Re: Flag Drag, Robert Kazanjy
• Re: Flag Drag, Rhkratzse
• RE: Load factor for Cooling Tower, Ashraf, Mohammed \(Qatar\)
• RE: More errors in Aisc Manual 13th Edition?, G Vishwanath
• WTC Facts and Figures, ECVAl3
• Welding around Bending Area, Wontae Kim
• RE: detention basin, amanipula
• Re: Enercalc, Jim Wilson
• Re: Plan Checkers?, Alfonso Quilala
• Flag Drag, Jim Lutz
• RE: Enercalc, Michel, Greg
• Re: Welding around Bending Area, Christopher Wright
• Re: Enercalc, Padmanabhan Rajendran
• Response from Aisc, G Vishwanath
• RE: Load factor for Cooling Tower, Harold Sprague

Wed Sep 13 05:16:18 GMT 2006

• deafening silence!, ECVAl3
• Re: Welding around Bending Area, Mark Gilligan
• Welding around Bending Area, Jim Getaz
• Re: deafening silence!, S. Gordin
• Re: Welding around Bending Area, Christopher Wright
• Re: deafening silence!, Randy Vogelgesang S.E.
• Re: deafening silence!, Christopher Wright
• RE: deafening silence!, Gustavo Franco
• Re: deafening silence!, Drew Morris
• Re: deafening silence!, Gerard Madden, SE
• RE: deafening silence!, Scott, William N.
• Friction coefficient, Tarek Mokhtar
• RE: deafening silence!, Michel Blangy
• Re: Re: deafening silence!, bruckmandesign
• RE: deafening silence!, Harold Sprague
• RE: Re: deafening silence!, Michel Blangy
• RE: Friction coefficient, Harold Sprague
• RES: deafening silence!, Mario Velez Nauer
• RE: deafening silence!, Josh Comfort
• Re: deafening silence!, bruckmandesign
• RE: deafening silence!, Chance, Acie
• Re: deafening silence!, ECVAl3
• RE: deafening silence!, Haan, Scott M POA
• RE: deafening silence!, Michel Blangy
• Re: deafening silence!, Gerard Madden, SE
• RE: deafening silence!, Sharon
• Intellegent Response?, ECVAl3
• RE: deafening silence!, Haan, Scott M POA
• RE: deafening silence!, Truitt Vance
• RE: Intellegent Response?, Haan, Scott M POA
• RE: Intellegent Response?, Michel Blangy
• Re: Intellegent Response?, ECVAl3
• Re: deafening silence! as responded to by Harold Sprague, ECVAl3
• Segmented/Perforated Shearwalls, Bhairavi
• Simpson Column Connector Mismatch, Will Haynes

Thu Sep 14 00:13:57 GMT 2006

• RE: Segmented/Perforated Shearwalls, Doug Mayer
• Re: Simpson Column Connector Mismatch, David . Topete
• Re: Simpson Column Connector Mismatch, David . Topete
• Re: Simpson Column Connector Mismatch, Tarek Mokhtar
• Re: Simpson Column Connector Mismatch, Will Haynes
• Re: Simpson Column Connector Mismatch, bruckmandesign
• RE: deafening silence!, Randy Vogelgesang S.E.
• RE: deafening silence!, Sharon
• OT: It's official..., Michel
• Fw: It's official..., Michel
• Re: Simpson Column Connector Mismatch, Rhkratzse
• Re: Simpson Column Connector Mismatch, Brian K. Smith, P.E.
• Re: Simpson Column Connector Mismatch, BCainse
• support for the writer of "deafening silence!", AmerRescue
• RE: support for the writer of deafening silence!, dfisher(--nospam--at)fpse.com
• Re: Intellegent Response?, Gary L. Hodgson and Assoc.
• Re: support for the writer of "deafening silence!", Neil Moore
• RE: support for the writer of "deafening silence!", Mike Jones
• [RE]Re: Simpson Column Connector Mismatch, Jun Navaro
• deafening silence: lessons learned, Josh Plummer
• RE: Enercalc (& RISA), Casey K. Hemmatyar
• Re: Fw: It's official..., David . Topete
• Name-callers & Closed minds delete this email immediatley, ECVAl3
• For the sake of getting back on topic, Honles, Thomas
• RE: Enercalc (& RISA), Michael Brooks
• Re: For the sake of getting back on topic (only for the seriously concerned), ECVAl3
• RE: For the sake of getting back on topic (only for the seriously concerned), Michel Blangy
• Re: For the sake of getting back on topic (only for the seriously concerned), Christopher Wright

Fri Sep 15 00:03:24 GMT 2006

• ASD steel composite beam design, David . Topete
• Re: ASD steel composite beam design, Will Haynes
• Re: Enercalc (& RISA), Joseph R. Grill
• metal strapping on wall lines, Pinyon Engineering
• Re: metal strapping on wall lines, Gerard Madden, SE
• Re: metal strapping on wall lines, Stanley E Scholl
• RE: metal strapping on wall lines, Truitt Vance
• Re: metal strapping on wall lines, chuck utzman
• THE FLAMING SUBJECT, ASC
• Disconnecting the conspiracy dots, rbengrguy
• Re: Disconnecting the conspiracy dots, bruckmandesign
• RE: metal strapping on wall lines, Paul Feather
• Wind Load on Open Structures, Xan Cutcliff
• Re: Disconnecting the conspiracy dots, S. Gordin
• Re: metal strapping on wall lines, Pinyon Engineering
• Re: ASD steel composite beam design, David . Topete
• RE: metal strapping on wall lines, Paul Feather
• Re: Frost depth, Martin Li
• Re: ASD steel composite beam design, Harold Sprague
• RE: Frost depth, Chris Towne
• Re: metal strapping on wall lines, Gerard Madden, SE
• Re: metal strapping on wall lines, jrgrill
• Re: metal strapping on wall lines, Suresh Acharya
• Re: ASD steel composite beam design, David . Topete
• RE: metal strapping on wall lines, Doug Mayer
• RE: Frost depth, Martin Li
• Re: Frost depth, Harold Sprague
• RE: Frost depth, Martin Li

Sun Sep 17 20:19:58 GMT 2006

• Base Plate Under Bi-Axial Bending, Michael Zhang

Mon Sep 18 11:02:01 GMT 2006

• Gabe Bohm/TECHNIP-USA is out of the office., GBohm
• metal strapping on wall lines, AWC Info
• Base Plate Under Bi-Axial Bending, Michael Hemstad
• RE: Cast in Place Pier Design - Creep force, Gautam Manandhar

Tue Sep 19 16:16:46 GMT 2006

• Seismic requirements in NYC, Kyle Delabar
• Re: Seismic requirements in NYC, bcainse
• Re: Seismic requirements in NYC, Anantha Narayan C.K.
• RE: Seismic requirements in NYC, Paul Feather
• Base Plate Under Bi-Axial Bending, Josh Plummer

Wed Sep 20 09:25:15 GMT 2006

• Re: Seismic requirements in NYC, Syed A Masroor
• Seismic Requirements in NYC, Jim Lutz
• roger turk passing away - 2nd anniversary, Hans E Boge
• Corrosion from Non-Arsenic Wood Preserving Treatments, Willcox, Chris M.
• Re: roger turk passing away - 2nd anniversary, S. Gordin

Thu Sep 21 01:25:13 GMT 2006

• RE: Corrosion from Non-Arsenic Wood Preserving Treatments, Nels Roselund
• RE: Corrosion from Non-Arsenic Wood Preserving Treatments, Harold Sprague
• Single pier cap, Ashraf, Mohammed \(Qatar\)
• Re: roger turk passing away - 2nd anniversary, Syed A Masroor
• Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Casey K. Hemmatyar
• Re: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, S. Gordin
• RE: seaint Digest for 20 Sep 2006 - Bayesian Filter detected spam, Willcox, Chris M.
• RE: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Ben Yousefi
• Re: Seismic requirements in NYC, Harold Sprague
• Corrosion from Non-Arsenic Wood Preserving Treatments, AWC Info
• [no subject], Daryl Richardson
• Joist Connection, Doug Mayer
• Re: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, bcainse
• Re: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Gerard Madden, SE
• Re: Joist Connection, Roger Davis
• RE: Joist Connection, Michelle Motchos
• Re: Joist Connection, Drew Morris
• RE: Joist Connection, Doug Mayer
• Welding around Bending Area, Ddumba Nathan

Fri Sep 22 07:18:30 GMT 2006

• automated response, Michael Brooks
• Re: automated response, Mlcse
• Concrete and Drizzle, David Maynard
• Re: Concrete and Drizzle, James Cohen
• Re: Concrete and Drizzle, Daryl Richardson
• Re: Concrete and Drizzle, David . Topete
• RE: Concrete and Drizzle, David Maynard
• RE: Concrete and Drizzle, David Maynard
• Re: Concrete and Drizzle, Tom . Hunt
• re: joist shear transfer, Andrew Kester, PE
• metal deck electrodes - low hydrogen required?, Haan, Scott M POA
• RE: Concrete and Drizzle, DMaynard
• RE: Concrete and Drizzle, DMaynard
• re: joist shear transfer, akester
• Trouble?, Doug Mayer
• re: joist shear transfer, Neil Moore
• Re: Concrete and Drizzle, jccpc
• Re: Concrete and Drizzle, h . d . richardson
• Re: Concrete and Drizzle, David . Topete
• Re: automated response, Mlcse
• Re: Concrete and Drizzle, Tom . Hunt
• RE: metal deck electrodes - low hydrogen required?, Harold Sprague
• RE: Concrete and Drizzle, Harold Sprague
• 2005 NDS Table 11P Footnote 3, sutej

Sat Sep 23 00:10:44 GMT 2006

• Re: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Suresh Acharya
• Concrete and Drizzle, DMaynard
• RE: Concrete and Drizzle, spraguehope
• 2005 NDS Table 11P Footnote 3, sutej
• Header Sizes, erik gibbs
• Re: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Mlcse
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Re: Header Sizes, bruckmandesign
• Re: Header Sizes, Joseph R. Grill

Sun Sep 24 14:26:52 GMT 2006

• Steel Collapse Energy Ratio Calculation, Dom Dudz

Mon Sep 25 06:03:12 GMT 2006

• Re: Concrete and Drizzle, Sanjay . Sehdev
• P. G. Joists, Michael Hemstad
• Support installed low - steel deck pounded down to support for puddle welds - still ok?, Haan, Scott M POA
• Masonry in Las Vegas Fully Grouted or Partially Grouted, Harold Sprague
• RE: Masonry in Las Vegas Fully Grouted or Partially Grouted, Mark E. Deardorff
• RE: metal deck electrodes - low hydrogen required?, Haan, Scott M POA
• RE: Masonry in Las Vegas Fully Grouted or Partially Grouted, Paul Feather

Tue Sep 26 11:43:44 GMT 2006

• Re: Concrete and Drizzle, Rand W Holtham
• Response Spectrum Analysis, Anantha Narayan C.K.
• RE: Support installed low - steel deck pounded down to support for puddle welds - still ok?, Kestner, James W.
• RE: Masonry in Las Vegas Fully Grouted or Partially Grouted, Harold Sprague
• Regional Practioces for Masonry Construction, William.Sherman
• Overhanging Monorail, Padmanabhan Rajendran
• Phoenix AZ Foundation Detail, Rich Lewis
• RE: Regional Practices for Masonry Construction, Harold Sprague
• Phoenix footing detail, Robert Freeman
• aluminum anchorage to steel, PFFEI
• RES: Overhanging Monorail, Mario Velez Nauer
• Phoenix footing detail, Tom . Hunt
• RE: Support installed low - steel deck pounded down to support for puddle welds - still ok?, Haan, Scott M POA
• Phoenix footing detail, David . Topete
• RE: Regional Practices for Masonry Construction, Barry Welliver
• Re: Support installed low - steel deck pounded down to support for puddle welds - still ok?, bcainse
• Regional Practices for Strucutral Design and Construction, William.Sherman
• Re: Response Spectrum Analysis, Daniel Popp
• RE: Regional Practices for Strucutral Design and Construction, Mark E. Deardorff
• RE: Regional Practices for Structural Design and Construction, Barry Welliver
• RE: Regional Practices for Structural Design and Construction, Doug Mayer
• Re: Masonry in Las Vegas Fully Grouted or Partially Grouted, Violeta Tihova
• Old Southern Pine Allowable Stresses, Andrew Kester, PE

Wed Sep 27 02:16:22 GMT 2006

• RE: Old Southern Pine Allowable Stresses, Rich Lewis
• Re: Masonry in Las Vegas Fully Grouted or Partially Grouted, Jake Watson
• Re: aluminum anchorage to steel, Robert Kazanjy
• Re: Regional Practices for Strucutral Design and Construction, Mlcse
• Re: Regional Practices for Strucutral Design and Construction, Daryl Richardson
• RE: aluminum anchorage to steel, Stuart, Matthew
• Re: Overhanging Monorail, Gary L. Hodgson and Assoc.
• Re: Masonry in Las Vegas Fully Grouted or Partially Grouted, Scott Maxwell
• Re: Regional Practioces for Masonry Construction, Gary L. Hodgson and Assoc.
• ASCE 7-02 Time period in Metric, Anantha Narayan C.K.
• Re: ASCE 7-02 Time period in Metric, Scott Maxwell
• Re: ASCE 7-02 Time period in Metric, Christopher Wright
• Re: NCEES Struct II masonry design (WAS: Masonry in Las Vegas Fully Grouted or Partially Grouted), Scott Maxwell
• RE: stresses in monorail beam, Andrew Kester, PE
• 1950's Precast Floor Plank, Rich Lewis
• RE: Masonry in Las Vegas Fully Grouted or Partially Grouted, Rich Lewis
• RE: 1950's Precast Floor Plank, Stuart, Matthew
• California SB 1175 & AB 127, Tom Skaggs
• Clay Tile Repair Suggestions?, Gary L. Hodgson and Assoc.
• Re: 1950's Precast Floor Plank, Jake Watson
• Re: Masonry in Las Vegas Fully Grouted or Partially Grouted, Jake Watson
• RE: Clay Tile Repair Suggestions?, Nels Roselund
• RE: seaint Digest for 26 Sep 2006, Willcox, Chris M.
• RE: seaint Digest for 26 Sep 2006, David Fisher
• RE: Regional Practices, William.Sherman

Thu Sep 28 05:08:46 GMT 2006

• RE: Regional Practices, Harold Sprague
• Re: Regional Practices, Gary L. Hodgson and Assoc.
• RE: seaint Digest for 26 Sep 2006, Roger Davis
• Re: NCEES Struct II masonry design (WAS: Masonry in Las Vegas Fully Grouted or Partially Grouted), Jake Watson
• RE: NCEES Struct II masonry design (WAS: Masonry in Las Vegas Fully Grouted or Partially Grouted), William.Sherman
• Steel Water Tank Foundation, Rich Lewis
• 1 1/2 Inch Concrete Stone - San Fran Bay Area, Tom . Hunt
• RE: Steel Water Tank Foundation, Michelle Motchos
• ASCE 7-02 Time period in Metric, Allen.Adams
• Re: Steel Water Tank Foundation, Daryl Richardson
• RE: Steel Water Tank Foundation, Rich Lewis
• Re: ASCE 7-02 Time period in Metric, Anantha Narayan C.K.
• Re: Steel Water Tank Foundation, Himat Solanki
• RE: Steel Water Tank Foundation, William.Sherman
• Re: Steel Water Tank Foundation, Daryl Richardson
• Re: Steel Water Tank Foundation, Daryl Richardson
• RE: Steel Water Tank Foundation, Richard L. Hess
• RE: Steel Water Tank Foundation, Rich Lewis
• Center of mass of a ramp, Anantha Narayan C.K.
• RE: Steel Water Tank Foundation, Himat Solanki
• Out-of-plane forces, Doug Mayer
• RE: Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Casey K. Hemmatyar
• CBC 1630.8.2 .1 Plywood Shearwall supported on SMRF, Casey K. Hemmatyar

Fri Sep 29 00:43:01 GMT 2006

• pile software, Jules G
• Re: Out-of-plane forces, Jake Watson
• Plastic Analysis of steel beam, Padmanabhan Rajendran
• Subject: 1 1/2 Inch Concrete Stone - San Fran Bay Area, Michael Hemstad
• RE: pile software, Casey K. Hemmatyar
• RE: pile software, Rich Lewis
• Re: Plastic Analysis of steel beam, Christopher Wright
• Re: CBC 1630.8.2 .1 Plywood Shearwall supported on SMRF, Suresh Acharya
• Re: Plastic Analysis of steel beam, Suresh Acharya
• RE: pile software, Michel Blangy
• RE: pile software, Michel Blangy
• Forge Welding ASTM A769, Michael Bryson
• What happened to www.Tilt-up.org?, Michael Bryson
• Stripping Treads, Rich Lewis
• RE: pile software, Rich Lewis
• Re: Stripping Treads, chuck utzman
• Re: Stripping Treads, Roger Davis
• RE: Stripping Treads, Garner, Robert

Sat Sep 30 00:42:14 GMT 2006

• piles software, Jules G

Sun Oct 01 00:42:25 GMT 2006

• Fw: Now Available The Boltable Enbed Plate, Russell VeRost

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