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SEAINT Mail Archive 2008 (Oct-Dec)

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: 814

Wed Oct 01 10:39:23 GMT 2008

• Advertizing one's absence, G Vishwanath
• Re: Advertizing one's absence, Jordan Truesdell, PE
• Was RE: Damping percentage Now Seaint Reputation, Jim Getaz
• RE: Advertizing one's absence, Garner, Robert
• Re: Advertizing one's absence, Daryl Richardson
• Re: Advertizing one's absence, Jerry Coombs
• Re: Advertizing one's absence, Steve Gordin
• Welds for a 4 plates column (Flexure section ), Ángel Gómez (megared)

Thu Oct 02 02:40:14 GMT 2008

• Seismic Charges, Rich Lewis
• Re: Seismic Charges, Steve Gordin
• stemwall cutting, Steve Gordin
• Re: Seismic Charges, Christopher Wright
• RE: stemwall cutting, Bill Allen
• Re: Seismic Charges, Jerry Coombs
• RE: Seismic Charges, Garner, Robert
• Bad Codes, Garner, Robert
• RE: Bad Codes, Bill Allen
• Re: Bad Codes, Steve Gordin
• Re: Bad Codes, Casey K. Hemmatyar
• R values for vertical combinations exceptions, Jeff Smith
• Re: Bad Codes, Daryl Richardson
• Re: R values for vertical combinations exceptions, David Topete
• RE: Bad Codes, Michel Blangy
• Re: Seismic Charges, Daryl Richardson
• RE: R values for vertical combinations exceptions, Jeff Smith
• RE: Seismic Charges, Garner, Robert
• Re: Bad Codes, Daryl Richardson
• Re: Bad Codes, Daniel Popp
• RE: Bad Codes, Dave Adams
• RE: Bad Codes, Garner, Robert
• Re: Hardy Frame Moment Frame, ASLCSE
• Re: Bad Codes, ASLCSE
• RE: Bad Codes, Scott Maxwell
• Citing Publications In Your Technical Writing, bill
• RE: Hardy Frame Moment Frame, Dave Adams
• RE: Citing Publications In Your Technical Writing, Tom Skaggs
• Re: Bad Codes, David Topete
• Re: Citing Publications In Your Technical Writing, Gerard Madden, SE
• Re: Citing Publications In Your Technical Writing, Christopher Wright
• Geotech contractors, Padmanabhan Rajendran
• Re: Geotech contractors, Tom . Hunt

Fri Oct 03 03:52:06 GMT 2008

• RE: Seismic Charges, Harold Sprague
• Re: Bad Codes, Gary L. Hodgson and Assoc.
• Re: Bad Codes, Paul Ransom
• RE: Bad Codes, Wesley Werner
• RE: Bad Codes, Tom . Hunt
• re: ACI codes, Andrew Kester, P.E.
• RE: ACI codes, Doug Mayer
• CMU sealing- architectural question, Andrew Kester, P.E.
• RE: Moment Frame Lateral Restraint/Location, Thor Tandy
• Steel Deck Cantilevers, Wesley Werner

Sun Oct 05 23:57:51 GMT 2008

• re: steel deck, Andrew Kester, PE

Mon Oct 06 11:41:08 GMT 2008

• Code load combinations, Gary L. Hodgson and Assoc.
• RE: Steel Deck Cantilevers, Adam Vakiener
• RE: Code load combinations, Garner, Robert
• Re: Geotech contractors, Ashraf Manjappara
• RE: CMU sealing- architectural question, Harold Sprague
• Re: Code load combinations, Gary L. Hodgson and Assoc.
• RE: Code load combinations, Garner, Robert

Tue Oct 07 00:52:59 GMT 2008

• Hollow Core Design, William Haynes
• RE: Hollow Core Design, Harold Sprague
• Re: Hollow Core Design, Jerry Coombs
• re: hollow core details, Andrew Kester, PE
• Re: hollow core details, William Haynes
• Old Gypsum Bulb Tee Roof System, Rich Lewis
• Wall framing with I-Joists, Yi Yang
• Re: Old Gypsum Bulb Tee Roof System, Jerry Coombs
• RE: Wall framing with I-Joists, Garner, Robert
• Wall framing with I-Joists, Bob Freeman
• Wall framing with I-Joists, Tom . Hunt
• Re: Wall framing with I-Joists, Alexander Bausk
• Re: Old Gypsum Bulb Tee Roof System, seaint04
• Steel Moment Frames per ASCE 7-05, Larry Hauer
• RE: Old Gypsum Bulb Tee Roof System, Stuart, Matthew
• [no subject], Larry Hauer
• Re:, David Topete
• RE: Steel Moment Frames per ASCE 7-05, Casey K. Hemmatyar

Wed Oct 08 03:13:35 GMT 2008

• RE: Old Gypsum Bulb Tee Roof System, Harold Sprague
• RE: Old Gypsum Bulb Tee Roof System, Harold Sprague
• ETABS _ General Section, rahman shahshenas
• RE: Steel Moment Frames per ASCE 7-05, Larry Hauer
• re: 12" frame walls, Andrew Kester, P.E.
• RE: Steel Moment Frames per ASCE 7-05, Garner, Robert
• RE: 12" frame walls, Gordon Goodell
• RE: 12" frame walls, Scott Maxwell

Thu Oct 09 06:41:04 GMT 2008

• Re: Wall framing with I-Joists, Lloyd Pack
• RE: Bad Codes, Garner, Robert
• RE: Bad Codes, Scott Maxwell
• RE: Bad Codes, Bill Allen
• RE: Wall framing with I-Joists, Joseph R. Grill
• Re: Wall framing with I-Joists, WISH DENNIS
• RE: Wall framing with I-Joists, Yi Yang
• Re: Wall framing with I-Joists, Jordan Truesdell, PE
• Re: Wall framing with I-Joists, sscholl2(--nospam--at)juno.com

Fri Oct 10 12:03:04 GMT 2008

• Re: Bad Codes, Gary L. Hodgson and Assoc.
• RE: Bad Codes, Dave Adams
• RE: Bad Codes, Garner, Robert
• Re: Bad Codes, Jordan Truesdell, PE
• Re: Bad Codes, Christopher Wright
• RE: Wall framing with I-Joists, Pinyon Engineering
• RE: Bad Codes, Scott Maxwell
• RE: Bad Codes, Garner, Robert
• RE: Wall framing with I-Joists, sscholl2(--nospam--at)juno.com
• Stainless Steel Wire Hangers for indoor pool, Reza Dashti Asl
• RE: Wall framing with I-Joists, Pinyon Engineering

Sat Oct 11 12:40:47 GMT 2008

• Re: Bad Codes, Gary L. Hodgson and Assoc.
• Re: Bad Codes, Christopher Wright

Mon Oct 13 15:08:10 GMT 2008

• Full Pen Weld at Channel, Joseph R. Grill
• Re: Full Pen Weld at Channel, Tom . Hunt
• Curved GluLam tie, Gordon Goodell
• RE: Full Pen Weld at Channel, Joseph R. Grill
• RE: Curved GluLam tie, Mark D. Baker
• Is it a Braced Frame or Cantilevered Column?, Joseph R. Grill
• Re: Is it a Braced Frame or Cantilevered Column?, David Topete
• Re: Is it a Braced Frame or Cantilevered Column?, y.hamida
• Re: Is it a Braced Frame or Cantilevered Column?, y.hamida
• RE: Is it a Braced Frame or Cantilevered Column?, Joseph R. Grill
• Re: Is it a Braced Frame or Cantilevered Column?, Tom . Hunt
• Re: Is it a Braced Frame or Cantilevered Column?, y.hamida
• RE: Is it a Braced Frame or Cantilevered Column?, Joseph R. Grill
• RE: Full Pen Weld at Channel, Harold Sprague
• RE: Is it a Braced Frame or Cantilevered Column?, Casey K. Hemmatyar
• Re: RE: Full Pen Weld at Channel, jatech

Tue Oct 14 13:52:34 GMT 2008

• RE: Full Pen Weld at Channel, Garner, Robert
• RE: Curved GluLam tie, Gordon Goodell
• Stainless Steel Wire hangers for indoor pool, Reza Dashti Asl
• RE: Full Pen Weld at Channel, Joseph R. Grill
• RE: RE: Full Pen Weld at Channel, Joseph R. Grill
• RE: Is it a Braced Frame or Cantilevered Column?, Joseph R. Grill
• RE: Full Pen Weld at Channel, Harold Sprague
• Re: RE: Full Pen Weld at Channel, jatech

Wed Oct 15 06:20:43 GMT 2008

• Re: RE: Full Pen Weld at Channel, Mark Gilligan
• RE: RE: Full Pen Weld at Channel, Garner, Robert
• Re: RE: Full Pen Weld at Channel, David Topete
• OSHPD SCBF's using HSS Braces, Gerard Madden, SE
• RE: OSHPD SCBF's using HSS Braces, Bill Allen
• RE: OSHPD SCBF's using HSS Braces, Matthew J Tobolski
• RE: Full Pen Weld at Channel, Harold Sprague

Thu Oct 16 00:06:38 GMT 2008

• RE: OSHPD SCBF's using HSS Braces, Casey K. Hemmatyar
• Re: OSHPD SCBF's using HSS Braces, Gerard Madden, SE
• OSHPD SCBF's using HSS Braces, Abolhassan Astaneh-Asl
• Re: OSHPD SCBF's using HSS Braces, Donny Harris
• Re: OSHPD SCBF's using HSS Braces, Gerard Madden, SE

Fri Oct 17 16:34:36 GMT 2008

• Seismic Factors for Soil Nail Walls, refugio rochin
• Re: Seismic Factors for Soil Nail Walls, Tom . Hunt
• RE: Seismic Factors for Soil Nail Walls, Mark D. Baker
• RE: Seismic Factors for Soil Nail Walls, refugio rochin

Sun Oct 19 00:27:56 GMT 2008

• Southern Calif residential Engineers, erik_g
• Re: seaint Digest for 18 Oct 2008, Steiner, Matthew
• Re: seaint Digest for 18 Oct 2008, Steiner, Matthew
• Job referral in East SF Bay Area, Thor Matteson

Mon Oct 20 20:06:04 GMT 2008

• varying shear flow in concrete beam., Michael Laplante
• Re: varying shear flow in concrete beam., FSRahbar

Tue Oct 21 11:55:23 GMT 2008

• Re: varying shear flow in concrete beam., Jordan Truesdell, PE
• re: shear flow, Andrew Kester, PE
• RE: shear flow, Michael Laplante
• Re: shear flow, Jordan Truesdell, PE
• Re: varying shear flow in concrete beam., Paul Guthrie
• Fuse type fasteners, dave brown
• RE: Fuse type fasteners, Wesley Werner
• RE: Fuse type fasteners, Adair, Joel
• Re: varying shear flow in concrete beam., refugio rochin

Wed Oct 22 18:55:20 GMT 2008

• ASCE investigation of Katrina and WTC-Assoc. Press Story, Abolhassan Astaneh-Asl

Thu Oct 23 08:21:14 GMT 2008

• The How and Why of Arctic Char in Ireland., Bob Benedict ra
• Jurisdictions That REQUIRE Engineer's Observations, Bill Polhemus
• Re: Jurisdictions That REQUIRE Engineer's Observations, Ralph Kratz
• Re: Jurisdictions That REQUIRE Engineer's Observations, Rick
• Support for veneer over openings, Joseph R. Grill
• RE: Support for veneer over openings, Haan, Scott M POA

Fri Oct 24 00:04:46 GMT 2008

• Re: Support for veneer over openings, jrgrill
• RE: Support for veneer over openings, Haan, Scott M POA
• Re: Jurisdictions That REQUIRE Engineer's Observations, Jordan Truesdell, PE
• 1973 UBC DF/L design values, Jeffrey T Flansburg
• Re: Jurisdictions That REQUIRE Engineer's Observations, sscholl2(--nospam--at)juno.com

Sun Oct 26 19:17:32 GMT 2008

• RE: 1973 UBC DF/L design values, Jeff Smith

Mon Oct 27 02:18:20 GMT 2008

• When wind governs with No Seismic, Tejas Goshalia
• Re: When wind governs with No Seismic, David Topete
• RE: When wind governs with No Seismic, Dave Adams
• RE: When wind governs with No Seismic, Harold Sprague
• Finite Element Analysis, David Francis Caballero
• Diaphragm Continuity at Continuous Ridge Vents, Michel Blangy
• RE: Diaphragm Continuity at Continuous Ridge Vents, Doug Mayer
• RE: Finite Element Analysis, Micayas, Julius
• RE: Subject When wind governs with No Seismic, Andrew Kester, PE
• re: EOR observations, Andrew Kester, PE
• Re: Finite Element Analysis, y.hamida
• RE: Diaphragm Continuity at Continuous Ridge Vents, Gordon Goodell
• Welded Connection at OMF, Joseph R. Grill

Tue Oct 28 04:41:39 GMT 2008

• Re: Finite Element Analysis, Christopher Wright
• Re: Finite Element Analysis, Kashyap
• Re: Jurisdictions That REQUIRE Engineer's Observations, Bill Polhemus
• Re: Jurisdictions That REQUIRE Engineer's Observations, Bill Polhemus
• iCrete?, Bill Polhemus
• Re: iCrete?, Michel
• beam col connection at OMF, Joseph R. Grill
• RE: Jurisdictions That REQUIRE Engineer's Observations, Paul Feather
• RE: Jurisdictions That REQUIRE Engineer's Observations, William.Sherman
• RE: Jurisdictions That REQUIRE Engineer's Observations, David Fisher
• Re: Welded Connection at OMF, Tom . Hunt
• RE: Welded Connection at OMF, Joseph R. Grill
• Re: Jurisdictions That REQUIRE Engineer's Observations, Bill Polhemus
• ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Andre Sidler
• RE: ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Stuart, Matthew

Wed Oct 29 00:05:50 GMT 2008

• RE: ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Yousefi, Ben
• Re: Jurisdictions That REQUIRE Engineer's Observations, Mark Gilligan
• Re: ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Jerry Coombs
• RE: ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Tom . Hunt
• RE: Jurisdictions That REQUIRE Engineer's Observations, Harold Sprague
• RE: Jurisdictions That REQUIRE Engineer's Observations, Davis Parsons
• depth of footing above bottom reinforcement, Christopher Banbury
• RE: depth of footing above bottom reinforcement, David Fisher
• Packing peanuts?, Gordon Goodell
• RE: Packing peanuts?, Michael Laplante
• RE: Packing peanuts?, Garner, Robert
• Re: Packing peanuts?, FSRahbar
• RE: Packing peanuts?, Gordon Goodell
• Re: Packing peanuts?, Daryl Richardson
• RE: Packing peanuts?, Harold Sprague
• RE: depth of footing above bottom reinforcement, Tom . Hunt
• 2007 CBC Section 1805.7.2.1, Bill Allen
• Re: 2007 CBC Section 1805.7.2.1, Tom . Hunt
• Re: 2007 CBC Section 1805.7.2.1, FSRahbar

Thu Oct 30 11:50:10 GMT 2008

• Re: : Jurisdictions That REQUIRE Engineer's Observations, Jim Getaz
• Re: Jurisdictions That REQUIRE Engineer's Observations, sscholl2(--nospam--at)juno.com

Fri Oct 31 12:16:29 GMT 2008

• Cutting structural steel at site, John Nader
• RE: depth of footing above bottom reinforcement, Christopher Banbury
• Elevator load factor., Jordan Truesdell, PE
• RE: Elevator load factor., Wesley Werner
• Rammed earth construction, Michael Hemstad
• RE: Rammed earth construction, Yi Yang
• RE: Rammed earth construction, Thor Tandy
• RE: Rammed earth construction, Thor Tandy
• Re: Cutting structural steel at site, Tom . Hunt
• RE: depth of footing above bottom reinforcement, Tom . Hunt

Sat Nov 01 13:41:10 GMT 2008

• RE: Cutting structural steel at site, Harold Sprague

Sun Nov 02 16:16:40 GMT 2008

• Residential garage floor live load, ken ng
• Re: Residential garage floor live load, Gerard Madden, SE
• RE: Residential garage floor live load, Jeff Smith
• RE: Residential garage floor live load, erik_g
• Re: Residential garage floor live load >>> Code, Rhkratzse

Mon Nov 03 04:45:12 GMT 2008

• Re: Residential garage floor live load >>> Code, ken ng
• Re: Residential garage floor live load, Steve Gordin
• RE: depth of footing above bottom reinforcement, Scott Maxwell
• Re: Residential garage floor live load, Jim Getaz
• Re: seaint Digest for 2 Nov 2008, Adam Vakiener
• Residential garage floor live load, Craig Hawe
• Re: Residential garage floor live load, Daryl Richardson
• edge barriers in parking structures, Jeff Smith
• Re: Residential garage floor live load >>> Code, Drew Morris
• Min. and Max. weld lengths, Jason Christensen
• Re: Min. and Max. weld lengths, Tom . Hunt
• RE: Min. and Max. weld lengths, Jason Christensen
• RE: Min. and Max. weld lengths - Slight Typo, Tom . Hunt
• Horizontal Irregularities, Doug Mayer
• Re: Horizontal Irregularities, David Topete
• RE: Horizontal Irregularities, Doug Mayer
• Re: Min. and Max. weld lengths, William Haynes
• Re: Horizontal Irregularities, William Haynes
• Re: Residential garage floor live load, David Merrick, SE
• Re: Horizontal Irregularities, Gerard Madden, SE
• Re: Horizontal Irregularities, William Haynes
• RE: Horizontal Irregularities, Doug Mayer
• Re: Horizontal Irregularities, William Haynes
• RE: Horizontal Irregularities, Doug Mayer
• RE: Horizontal Irregularities, Doug Mayer
• RE: Horizontal Irregularities, Doug Mayer
• Re: Horizontal Irregularities, Rhkratzse
• fall protection systems, Ing. Benjamín Arcos Reyes
• RE: Rammed earth construction, Gordon Goodell
• Re: Horizontal Irregularities, William Haynes

Tue Nov 04 01:07:58 GMT 2008

• RE: Rammed earth construction, Yi Yang
• Modeling of soil with superstructure, sadanand_ojha
• Off-Topic- Greetings and best wishes, G Vishwanath
• Re: Residential garage floor live load, Gary L. Hodgson and Assoc.
• Re: Modeling of soil with superstructure, Tom . Hunt
• RE: Horizontal Irregularities, Larry Hauer
• RE: fall protection systems, Ehrlich, Gary
• Buoyancy, Bill Allen
• Re: Buoyancy, Jordan Truesdell, PE
• RE: Off-Topic- Greetings and best wishes, Bill Allen
• RE: Buoyancy, Bill Allen
• RE: Off-Topic- Greetings and best wishes, David Fisher
• Load combination 7. .6D+W+H, Joseph Eribarne
• Re: Buoyancy, Jordan Truesdell, PE
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• RE: Off-Topic- Greetings and best wishes, Garner, Robert
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• Seismic Design of Nitrogen Storage Tank, seaint04
• Re: Load combination 7. .6D+W+H, William Haynes
• RE: Off-Topic- Greetings and best wishes, Michel Blangy
• RE: Off-Topic- Greetings and best wishes, David Fisher
• RE: Off-Topic- Greetings and best wishes, Paul Feather
• RE: Rammed earth construction, erik_g
• RE: Off-Topic- Greetings and best wishes, Bill Allen
• RE: Rammed earth construction, Yi Yang
• RE: Load combination 7. .6D+W+H, Yi Yang
• RE: Rammed earth construction, Thor Tandy
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• Re: Seismic Design of Nitrogen Storage Tank, Bill Polhemus
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• Re: Seismic Design of Nitrogen Storage Tank, Steve Gordin
• Re: Off-Topic- Greetings and best wishes, Jordan Truesdell, PE
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• Re: Off-Topic- Greetings and best wishes, Jordan Truesdell, PE
• Re: Off-Topic- Greetings and best wishes, Bill Polhemus
• RE: Off-Topic- Greetings and best wishes, David Fisher
• Re: Off-Topic- Greetings and best wishes, Drew Morris
• Re: Rammed earth construction, Jnapd
• RE: Off-Topic- Greetings and best wishes, David Fisher
• Re: Off-Topic- Greetings and best wishes, ECVAl3
• Green Roof Live Loads, Wesley Werner
• Re: Green Roof Live Loads, Rhkratzse
• Re: Off-Topic- Greetings and best wishes, Rhkratzse
• Re: Seismic Design of Nitrogen Storage Tank, seaint04
• Re: Green Roof Live Loads, William Haynes
• Re: Seismic Design of Nitrogen Storage Tank, Steve Gordin

Wed Nov 05 00:52:25 GMT 2008

• Re: Horizontal Irregularities, Jnapd
• RE: fall protection systems, Harold Sprague
• Re: Green Roof Live Loads, y.hamida
• Re: Off-Topic- Greetings and best wishes, Jim Getaz
• RE: Green Roof Live Loads, Wesley Werner
• Re: Green Roof Live Loads, William Haynes
• RE: Seismic Design of Nitrogen Storage Tank, Harold Sprague
• RE: Load combination 7. .6D+W+H, Harold Sprague
• Re: Green Roof Live Loads, David Topete
• Re: fall protection systems, William Haynes
• Re: Load combination 7. .6D+W+H, William Haynes
• HH Robertson deck, Drew Morris
• HH Robertson deck, Drew Morris
• More Plywood Diaphragm ?'s, Doug Mayer
• RE: HH Robertson deck, Harold Sprague
• Re: More Plywood Diaphragm ?'s, David Topete

Thu Nov 06 05:02:11 GMT 2008

• Can anybody answer this?, Murvin Ragaven
• RE: Can anybody answer this?, Conrad Harrison
• Re: More Plywood Diaphragm ?'s, William Haynes
• Re: More Plywood Diaphragm's, AWC Info
• Re: More Plywood Diaphragm's, William Haynes
• Twisting of rebar, Dickey, David
• Re: Twisting of rebar, William Haynes
• Re: Twisting of rebar, Steve Gordin
• Re: Twisting of rebar, Tom . Hunt
• RE: More Plywood Diaphragm's, Doug Mayer
• RE: More Plywood Diaphragm's, Donald Bruckman
• RE: More Plywood Diaphragm's, Tarek Mokhtar
• Re: Twisting of rebar, David Topete
• RE: Twisting of rebar, Harold Sprague
• Re: Twisting of rebar, Steve Gordin

Fri Nov 07 06:39:57 GMT 2008

• RE: Twisting of rebar, Harold Sprague
• Re: Twisting of rebar, Jordan Truesdell, PE
• Re: Twisting of rebar, Gary L. Hodgson and Assoc.
• RE: Can anybody answer this?, Harold Sprague
• Re: Twisting of rebar, Steve Gordin
• RE: Twisting of rebar, Farzin Rahbar
• Wood wall sheathing, Michael Gregory
• RE: Wood wall sheathing, Tom Skaggs
• coordinates, Steve Gordin
• Re: Twisting of rebar, Jordan Truesdell, PE
• Slab on grade, Jason Christensen
• Re: Slab on grade, Jerry Coombs
• RE: Slab on grade, Jason Christensen
• RE: Slab on grade, Jerry Coombs
• RE: Slab on grade, Jason Christensen
• Re: Slab on grade, Steve Gordin
• RE: Slab on grade, Harold Sprague

Sat Nov 08 00:26:54 GMT 2008

• Re: Slab on grade, Rhkratzse

Sun Nov 09 00:42:08 GMT 2008

• RE: Slab on grade, Harold Sprague
• Re: Slab on grade, William Haynes
• RE: Slab on grade, Harold Sprague
• Re: Slab on grade >>> Sunday!, Rhkratzse

Mon Nov 10 13:27:34 GMT 2008

• Re: Slab on grade, William Haynes
• RE: Slab on grade >>> Sunday!, Harold Sprague
• RE: Slab on grade, Harold Sprague
• Re: Slab on grade, William Haynes
• RE: Slab on grade, Gordon Goodell
• Re: Slab on grade >>> Sunday!, Gerard Madden, SE
• RE: Slab on grade >>> Sunday!, David Fisher
• Re: Slab on grade, William Haynes
• Re: Slab on grade, SGE Structural
• Re: Slab on grade >>> Sunday!, David Topete
• RE: Slab on grade, Paul Feather
• Re: Slab on grade >>> Sunday!, Scott Maxwell
• RE: Slab on grade >>> Sunday!, David Fisher
• SS "slip critical", jrc1050
• RE: Slab on grade, Harold Sprague
• Soldier Beam Retaining Wall Design Practice, Phil Doody
• RE: Soldier Beam Retaining Wall Design Practice, David Fisher
• Re: Soldier Beam Retaining Wall Design Practice, Rhkratzse
• Retaining Wall Design Practice (Seismic), Paul Feather
• Re: Retaining Wall Design Practice (Seismic), SGE Structural
• RE: Soldier Beam Retaining Wall Design Practice, Phil Doody
• Re: Soldier Beam Retaining Wall Design Practice, SGE Structural
• Re: Retaining Wall Design Practice (Seismic), Rhkratzse
• RE: Soldier Beam Retaining Wall Design Practice, Chance, Acie

Tue Nov 11 00:02:25 GMT 2008

• Re: Retaining Wall Design Practice (Seismic), Tom . Hunt
• Re: Retaining Wall Design Practice (Seismic), SGE Structural
• Re: Soldier Beam Retaining Wall Design Practice, ECVAl3
• Re: Soldier Beam Retaining Wall Design Practice, SGE Structural
• Roof height for A-Frame, David Topete
• RE: Soldier Beam Retaining Wall Design Practice, refugio rochin
• Re: Roof height for A-Frame, Jnapd
• RE: Roof height for A-Frame, Gordon Goodell
• RE: Retaining Wall Design Practice (Seismic), Harold Sprague
• RE: Roof height for A-Frame, Ehrlich, Gary
• Re: Retaining Wall Design Practice (Seismic), Rhkratzse
• RE: Retaining Wall Design Practice (Seismic), Harold Sprague
• Re: Roof height for A-Frame, William Haynes
• Re: Roof height for A-Frame, David Topete
• RE: Soldier Beam Retaining Wall Design Practice, Donny Harris
• Re: Soldier Beam Retaining Wall Design Practice, Rhkratzse
• RE: Soldier Beam Retaining Wall Design Practice, Phil Doody

Wed Nov 12 02:13:34 GMT 2008

• Re: Roof height for A-Frame, William Haynes
• Re: Southern Calif residential Engineers, sscholl2(--nospam--at)juno.com
• RE: Retaining Wall Design Practice (Seismic), Larry Hauer
• RE: Retaining Wall Design Practice (Seismic), Jeff Smith

Thu Nov 13 00:25:16 GMT 2008

• RE: Roof height for A-Frame, Gordon Goodell
• STRESS AND FORCE, SGE Structural
• Re: STRESS AND FORCE, Christopher Wright
• Re: STRESS AND FORCE, SGE Structural
• RE: STRESS AND FORCE, Garner, Robert
• Re: STRESS AND FORCE, Bill Polhemus

Fri Nov 14 00:12:27 GMT 2008

• Sg rods at purlins, Drew Morris
• RE: Sg rods at purlins, Conrad Harrison
• RE: Sg rods at purlins, Harold Sprague
• RE: STRESS AND FORCE, Conrad Harrison
• Water Bag Load Testing, Stuart, Matthew
• Re: STRESS AND FORCE, William Haynes
• RE: Water Bag Load Testing, Tom Skaggs
• Re: STRESS AND FORCE, Gary L. Hodgson and Assoc.
• RE: Water Bag Load Testing, Stuart, Matthew
• RE: Water Bag Load Testing, Greene, Al [PTS]
• RE: Water Bag Load Testing, Tom Skaggs
• RE: Sg rods at purlins, Reza Dashti Asl
• RE: STRESS AND FORCE, Bill Allen
• RE: Water Bag Load Testing, Ken Loush
• RE: Water Bag Load Testing, Stuart, Matthew
• RE: STRESS AND FORCE, Acharya, Suresh
• Re: STRESS AND FORCE, Christopher Wright
• Re: STRESS AND FORCE, Christopher Wright
• Fwd: Compression check, Michael Liew
• RE: Sg rods at purlins, Padmanabhan Rajendran
• Re: STRESS AND FORCE, SGE Structural
• Flush Moment end plate connections, Rand W Holtham
• Re: Flush Moment end plate connections, Gerard Madden, SE
• Wood SW compression check., Michael Liew
• RE: Flush Moment end plate connections, Martin Li
• Re: STRESS AND FORCE, Jnapd

Sat Nov 15 00:23:27 GMT 2008

• Re: Sg rods at purlins, William Haynes
• Glazing Blast Loads, William Haynes
• RE: STRESS AND FORCE, Acharya, Suresh
• Re: STRESS AND FORCE, SGE Structural
• Re: Water Bag Load Testing, Stan Caldwell
• Re: STRESS AND FORCE, Christopher Wright
• Re: Sg rods at purlins, Paul Ransom
• Re: Flush Moment end plate connections, Gary L. Hodgson and Assoc.

Sun Nov 16 18:41:34 GMT 2008

• RE: Flush Moment end plate connections, Bill Allen

Mon Nov 17 00:17:19 GMT 2008

• RE: STRESS AND FORCE, Conrad Harrison
• Underground tank, ken ng
• 1.2 stress increase, Mark D. Baker
• RE: STRESS AND FORCE, Conrad Harrison
• RE: Flush Moment end plate connections, Conrad Harrison
• Re: STRESS AND FORCE, Jnapd
• Re: STRESS AND FORCE, Gary L. Hodgson and Assoc.
• Re: Underground tank, Gary L. Hodgson and Assoc.
• RE: Flush Moment end plate connections, Bill Allen
• Re: 1.2 stress increase, William Haynes
• RE: Underground tank, Garner, Robert
• RE: Water Bag Load Testing, Harold Sprague
• RE: Water Bag Load Testing, Garner, Robert
• Re: Water Bag Load Testing, David Topete
• RE: Glazing Blast Loads, Harold Sprague
• RE: Water Bag Load Testing, Harold Sprague
• RE: Glazing Blast Loads, Haan, Scott M POA
• FW: Wood SW compression check, AWC Info
• RE: Flush Moment end plate connections, Yousefi, Ben
• RE: 1.2 stress increase, Yousefi, Ben
• RE: Flush Moment end plate connections, Tom . Hunt
• RE: 1.2 stress increase, Tom . Hunt
• RE: 1.2 stress increase, Doug Mayer
• RE: Water Bag Load Testing, Stuart, Matthew
• JV - Opp Beverly Hills, David Fisher
• RE: 1.2 stress increase, Mark D. Baker
• RE: 1.2 stress increase, Mark D. Baker
• RE: Flush Moment end plate connections -- -> DESIGN GUIDE 4, Acharya, Suresh
• RE: 1.2 stress increase, Doug Mayer
• 20,000 more engineers..., Casey K. Hemmatyar

Tue Nov 18 00:09:40 GMT 2008

• RE: 20,000 more engineers..., Garner, Robert
• RE: 1.2 stress increase, Mark D. Baker
• Re: 20,000 more engineers..., Bill Polhemus
• RE: Flush Moment end plate connections, Conrad Harrison
• Limit on pour height?, Bill Allen
• RE: Limit on pour height?, Conrad Harrison
• Collision Load for Highway Bridges, Oz Oz
• Re: Limit on pour height?, Jnapd
• Re: Limit on pour height?, Tarek Mokhtar
• Re: Limit on pour height?, SGE Structural
• Re: Limit on pour height?, Gerard Madden, SE
• Re: Limit on pour height?, Tom . Hunt
• K distance encroachment, Joseph R. Grill
• Concrete Bearing Pressure at Base Plates, Joseph R. Grill
• Re: K distance encroachment, David Topete
• RE: K distance encroachment, Wesley Werner
• RE: K distance encroachment, Joseph R. Grill

Wed Nov 19 00:39:40 GMT 2008

• RE: Collision Load for Highway Bridges, Conrad Harrison
• RE: Collision Load for Highway Bridges, sscholl2(--nospam--at)juno.com
• Re: Collision Load for Highway Bridges, SGE Structural
• Structural Engineer on FRINGE, Tom . Hunt
• Re: Collision Load for Highway Bridges, Rhkratzse
• RE: Collision Load for Highway Bridges, Garner, Robert
• Re: Collision Load for Highway Bridges, SGE Structural
• Limit on Pour Height, Jim Lutz
• re: doubler plates, Andrew Kester, P.E.
• Snow Drift From Higher Structure, Jeremy White
• Re: Structural Engineer on FRINGE, Gerard Madden, SE
• RE: Snow Drift From Higher Structure, Thor Tandy
• Re: Snow Drift From Higher Structure, William Haynes
• RE: Limit on pour height?, Bill Allen
• RE: Limit on Pour Height, Garner, Robert
• RE: Flush Moment end plate connections, Rand W Holtham
• RE: Flush Moment end plate connections, Rand W Holtham

Thu Nov 20 02:34:00 GMT 2008

• Expansion Joint in Building, edmondo san jose
• Re: Expansion Joint in Building, Alexander Bausk
• Re: Flush Moment end plate connections, Gary L. Hodgson and Assoc.
• RE: Expansion Joint in Building, Harold Sprague
• RE: Concrete Bearing Pressure at Base Plates, Harold Sprague
• Tall CMU Core Divider Wall, William Haynes
• RE: Tall CMU Core Divider Wall, Paul Feather
• Re: Tall CMU Core Divider Wall, William Haynes
• Upward load on slabs per UFC 4-023-03, David Watt
• RE: Upward load on slabs per UFC 4-023-03, Doug Mayer

Fri Nov 21 01:04:30 GMT 2008

• Re: Upward load on slabs per UFC 4-023-03, William Haynes
• OCBF Requirements, Larry Hauer
• RE: OCBF Requirements, Yousefi, Ben
• Re: OCBF Requirements, William Haynes
• RE: OCBF Requirements, Harold Sprague
• RE: Upward load on slabs per UFC 4-023-03, Harold Sprague
• RE: doubler plates, Joseph R. Grill
• RE: Seismic code for Iraq, Gautam Manandhar
• Re: Seismic code for Iraq, Alexander Bausk
• Re: Seismic code for Iraq, David Topete
• Re: Seismic code for Iraq, David Topete
• Re: Seismic code for Iraq, David Topete

Sat Nov 22 00:16:18 GMT 2008

• Progressive collapse, cairo briceño
• RE: Seismic code for Iraq, Gautam Manandhar
• RE: Seismic code for Iraq, Gautam Manandhar
• RE: Seismic code for Iraq, Deviationz

Sun Nov 23 18:36:10 GMT 2008

• Wind Loading Reference, John J. Treff
• Re: Wind Loading Reference, SGE Structural
• Re: Wind Loading Reference, Bill Polhemus

Mon Nov 24 00:50:52 GMT 2008

• RE: Progressive collapse, Conrad Harrison
• RE: Progressive collapse, Harold Sprague
• RE: OCBF Requirements, Tom . Hunt
• RE: OCBF Requirements, Rand W Holtham
• Re: Seismic code for Iraq, David Topete
• RE: Progressive collapse, Abolhassan Astaneh-Asl
• seismic forces, SGE Structural
• RE: Progressive collapse, Henry Gallart
• RE: Progressive collapse, Tom . Hunt
• Re: seismic forces, David Topete
• RE: seismic forces, Gordon Goodell
• RE: seismic forces, Tom . Hunt
• Re: seismic forces, SGE Structural

Tue Nov 25 01:26:29 GMT 2008

• RE: seismic forces, Harold Sprague
• Use old 2D autocad typical details when putting plans together in Revit?, Haan, Scott M POA
• Re: Use old 2D autocad typical details when putting plans together in Revit?, Gerard Madden, SE
• Re: seismic forces, Christopher Wright
• RE: seismic forces, Ehrlich, Gary
• Re: seismic forces, Mike Jones
• Progressive collapse, cairo briceño
• RE: seismic forces, Harold Sprague
• Re: seismic forces, Christopher Wright
• Re: seismic forces, SGE Structural
• RE: seismic forces, Ehrlich, Gary
• Re: Use old 2D autocad typical details when putting plans together in Revit?, Ashwin Ranga Swamy
• RE: Progressive collapse, Daniel Coloski

Wed Nov 26 23:56:11 GMT 2008

• Concrete Beam with Axial Loading, John J. Treff

Thu Nov 27 09:20:09 GMT 2008

• Re: Use old 2D autocad typical details when putting plans together in Revit?, Edmond San Jose

Fri Nov 28 06:04:50 GMT 2008

• Re: Concrete Beam with Axial Loading, sadanand_ojha

Sun Nov 30 21:28:59 GMT 2008

• Wind load on sloped roof with parapet, Jeff Smith

Mon Dec 01 06:16:09 GMT 2008

• RE: Wind load on sloped roof with parapet, Conrad Harrison
• RE: Wind load on sloped roof with parapet, Harold Sprague
• RE: Wind load on sloped roof with parapet, Jeff Smith
• RE: Wind load on sloped roof with parapet, Harold Sprague

Tue Dec 02 12:25:27 GMT 2008

• Corrosion Protection for long-term non-cast rebars, Oz Oz
• Re: Corrosion Protection for long-term non-cast rebars, David Topete
• RE: Corrosion Protection for long-term non-cast rebars, Martin Li
• RE: Corrosion Protection for long-term non-cast rebars, Gaines, David
• RE: Corrosion Protection for long-term non-cast rebars, Robert Kubena

Wed Dec 03 00:16:26 GMT 2008

• RE: Corrosion Protection for long-term non-cast rebars, Conrad Harrison
• RE: Corrosion Protection for long-term non-cast rebars, Bill Cain
• Arkansas, Gary L. Hodgson and Assoc.
• Re: Arkansas, Mike Jones
• Re: Arkansas, William Haynes
• RE: Arkansas, David Fisher
• Cost Effective Mechanical Lap Splice?, Bill Allen
• Re: Cost Effective Mechanical Lap Splice?, Paul Blomberg
• RE: Cost Effective Mechanical Lap Splice?, Paul Feather
• RE: Cost Effective Mechanical Lap Splice?, David Fisher
• RE: Cost Effective Mechanical Lap Splice?, Harold Sprague
• Re: Cost Effective Mechanical Lap Splice?, Tom . Hunt
• RE: Cost Effective Mechanical Lap Splice?, Garner, Robert
• RE: Cost Effective Mechanical Lap Splice?, Paul Feather

Thu Dec 04 01:35:25 GMT 2008

• RE: Cost Effective Mechanical Lap Splice?, Bill Allen
• Re: Arkansas, Gary L. Hodgson and Assoc.
• Deletion of ASTM F1642 Airblast Testing from USGS Specs, Dickey, David
• RE: Wind load on sloped roof with parapet, Jeff Smith

Fri Dec 05 00:10:33 GMT 2008

• RE: Wind load on sloped roof with parapet, Conrad Harrison
• RE: Cost Effective Mechanical Lap Splice?, Bill Allen
• RE: Wind load on sloped roof with parapet, Conrad Harrison
• RE: Cost Effective Mechanical Lap Splice?, Conrad Harrison
• RE: Cost Effective Mechanical Lap Splice?, Gaines, David
• Moment Resisting Frame, edmondo san jose
• RE: Cost Effective Mechanical Lap Splice?, Conrad Harrison
• RE: Moment Resisting Frame, Harold Sprague
• RE: Deletion of ASTM F1642 Airblast Testing from USGS Specs, Harold Sprague
• Re: Cost Effective Mechanical Lap Splice?, Daryl Richardson
• re: lap splices, Andrew Kester, P.E.
• RE: Cost Effective Mechanical Lap Splice?, Bill Allen

Sat Dec 06 04:41:27 GMT 2008

• Re: Moment Resisting Frame, edmondo san jose
• Anchor Bolt Embedments, Joseph R. Grill

Sun Dec 07 21:05:39 GMT 2008

• public works projects, christopher . banbury

Mon Dec 08 02:12:30 GMT 2008

• Re: public works projects, sscholl2(--nospam--at)juno.com
• RE: public works projects, Conrad Harrison
• RE: lap splices, Conrad Harrison
• Re: public works projects, Gary L. Hodgson and Assoc.
• Prestressing documents related to Cable Stayed Bridge Project, Nittsi
• RE: Cost Effective Mechanical Lap Splice?, Christopher Banbury
• Re: Moment Resisting Frame, Tom . Hunt
• Inground Pool Design, Michel Blangy
• RE: Inground Pool Design, David Fisher
• RE: Inground Pool Design, Michel Blangy
• RE: Inground Pool Design, David Fisher
• RE: Inground Pool Design, Michel Blangy
• RE: Inground Pool Design, David Fisher
• RE: Inground Pool Design, Donald Bruckman
• Pressure treatment of wood, erik_g
• Re: Pressure treatment of wood, David Topete
• ASCE wind on parapets, Joe Goldbronn
• RE: ASCE wind on parapets, Gordon Goodell
• Re: ASCE wind on parapets, Michael Liew
• RE: ASCE wind on parapets, Jason Christensen
• FW: ASCE wind on parapets, Jason Christensen

Tue Dec 09 00:42:21 GMT 2008

• Re: FW: ASCE wind on parapets, Michael Liew
• RE: FW: ASCE wind on parapets, Joe Goldbronn
• RE: ASCE wind on parapets, Conrad Harrison
• RE: Prestressing documents related to Cable Stayed Bridge Project, Conrad Harrison
• RE: Moment Resisting Frame, Harold Sprague
• Re: Moment Resisting Frame, edmondo san jose
• RE: FW: ASCE wind on parapets, Jason Christensen
• Alaska Arctic Engineering Courses, Paul Blomberg
• Re: RE: Prestressing documents related to Cable Stayed Bridge Project, Nittsi
• Re: Alaska Arctic Engineering Courses, Daryl Richardson
• RE: Alaska Arctic Engineering Courses, Scott, William N
• RE: Alaska Arctic Engineering Courses, Scott, William N
• Re: Alaska Arctic Engineering Courses, Gerard Madden, SE
• Re: Alaska Arctic Engineering Courses, Daryl Richardson
• Re: Alaska Arctic Engineering Courses, Tom . Hunt
• RE: Alaska Arctic Engineering Courses, Garner, Robert

Wed Dec 10 01:14:32 GMT 2008

• Re: Alaska Arctic Engineering Courses, Rick
• RE: RE: Prestressing documents related to Cable Stayed Bridge Project, Conrad Harrison
• RE: Pressure treatment of wood, Bill Cain
• IBC, Gary L. Hodgson and Assoc.
• Re: Alaska Arctic Engineering Courses, Paul Blomberg
• RE: IBC, Jason Christensen
• RE: IBC, Garner, Robert
• RE: IBC, Jason Christensen
• Off topic [was: IBC], Christopher Wright
• DYNAMICS: Machine Run-Up, Bill Polhemus

Thu Dec 11 00:56:53 GMT 2008

• RE: DYNAMICS: Machine Run-Up, Bill Cain
• period of straight steel stack, Joseph R. Grill
• Re: period of straight steel stack, SGE Structural
• Re: DYNAMICS: Machine Run-Up, Christopher Wright
• Re: Inground Pool Design, Tejas Gajjar
• foundation and slab for houses affected by fire, DA ENGINEERING
• PT Beam Horizontal Construction Joint, Daniel Popp
• Re: foundation and slab for houses affected by fire, sscholl2(--nospam--at)juno.com
• RE: foundation and slab for houses affected by fire, Gaines, David
• friction angle of saturated soil., Michael Laplante
• Old Steel Sections, Gerard Madden, SE
• RE: Old Steel Sections, Doug Mayer
• Re: Old Steel Sections, SGE Structural

Fri Dec 12 13:21:41 GMT 2008

• foundation and slab for houses affected by fire, Jim Getaz
• RE: foundation and slab for houses affected by fire, Gaines, David
• re: fire damaged slab, Andrew Kester, P.E.
• Re: Old Steel Sections, Gerard Madden, SE
• RE: friction angle of saturated soil., Bill Allen
• HUD guidelines for stick built homes?, Jim Wilson
• re: in-ground pool design, Andrew Kester, P.E.
• RE: HUD guidelines for stick built homes?, Ehrlich, Gary

Mon Dec 15 13:53:59 GMT 2008

• RE: friction angle of saturated soil., Michael Laplante
• Concrete design, Jason Christensen
• LA CA Geotechnical Engineer Recommendation, Ken Peoples
• Alloy for high temperature application, Ken Peoples
• RE: LA CA Geotechnical Engineer Recommendation, Michel Blangy

Tue Dec 16 00:06:15 GMT 2008

• RE: Concrete design, Harold Sprague
• Concrete design, Eric Tompos

Wed Dec 17 01:12:04 GMT 2008

• RE: Alloy for high temperature application, Conrad Harrison
• RE: Alloy for high temperature application, Conrad Harrison

Thu Dec 18 00:06:12 GMT 2008

• Re: Alloy for high temperature application, Ken Peoples
• Square notch on wf beams, Marlou Rodriguez
• Re: Square notch on wf beams, Gerard Madden, SE
• RE: Square notch on wf beams, Conrad Harrison
• Wind Load on Wood Fence, Jeff Smith
• RE: Wind Load on Wood Fence, Conrad Harrison
• RE: Wind Load on Wood Fence, Jeff Smith
• Re: Wind Load on Wood Fence, Rhkratzse
• RE: Wind Load on Wood Fence, Jeff Smith
• RE: Wind Load on Wood Fence, Conrad Harrison
• Re: Square notch on wf beams, Steve
• Re: Wind Load on Wood Fence, Rhkratzse
• Re: Wind Load on Wood Fence, Rhkratzse
• RE: Wind Load on Wood Fence, Conrad Harrison
• Re: Square notch on wf beams, Gary L. Hodgson and Assoc.
• RE: Wind Load on Wood Fence, Bill Allen
• RE: Wind Load on Wood Fence, Ehrlich, Gary
• RE: Wind Load on Wood Fence, Ehrlich, Gary
• RE: Wind Load on Wood Fence, Garner, Robert
• Re: Wind Load on Wood Fence, Rhkratzse
• Re: Wind Load on Wood Fence, Rhkratzse
• RE: Wind Load on Wood Fence, Thor Tandy
• RE: Wind Load on Wood Fence, Bill Allen
• RE: Wind Load on Wood Fence, Thor Tandy
• Re: Wind Load on Wood Fence, David Topete
• Re: Wind Load on Wood Fence, David Topete
• RE: Wind Load on Wood Fence, Jeff Smith
• RE: Wind Load on Wood Fence, Jeff Smith
• Special Concrete Shear Walls, m sh
• Re: Wind Load on Wood Fence, Rhkratzse
• Wind forces, HBAP
• Re: Wind forces, Tarek Mokhtar
• Re: Wind forces, Rhkratzse
• RE: Wind forces, Bill Allen

Fri Dec 19 01:17:51 GMT 2008

• RE: Wind forces, Conrad Harrison
• RE: Wind Load on Wood Fence, Jim Getaz
• RE: Square notch on wf beams, Harold Sprague
• RE: Wind forces, Harold Sprague
• RE: Wind Load on Wood Fence, Thor Matteson
• IBC v IRC, Jason Christensen
• RE: Wind Load on Wood Fence, Pinyon Engineering
• Tree & Branch Analysis, Michel Blangy
• RE: IBC v IRC, Ehrlich, Gary
• RE: Wind forces, Ehrlich, Gary
• wind load on fences/walls, Andrew Kester, PE
• RE: IBC v IRC, Jason Christensen
• Re: wind load on fences/walls, Christopher Wright
• Re: Wind forces, Jnapd
• Re: Wind force -- codes, building design, officials, etc., Rhkratzse

Sat Dec 20 00:48:35 GMT 2008

• RE: Wind Load on Wood Fence, Bill Allen

Sun Dec 21 04:15:41 GMT 2008

• How to get out of this blog, sadanand_ojha

Mon Dec 22 02:11:20 GMT 2008

• Overview ASCE7-05 and IBC:2003 Wind loading., Conrad Harrison
• RE: Wind force -- codes, building design, officials, etc., Conrad Harrison
• RE: wind load on fences/walls, Conrad Harrison
• nat mohanram sent you a Friend Request on Yaari, nat mohanram
• Seismic Loads in Ceiling, Bill Allen
• Re: Seismic Loads in Ceiling, Jnapd
• RE: Seismic Loads in Ceiling, Bill Allen
• Re: Seismic Loads in Ceiling, Jnapd
• RE: Seismic Loads in Ceiling, Jason Christensen
• RE: Seismic Loads in Ceiling, Bill Allen
• RE: Seismic Loads in Ceiling, Bill Allen
• RE: Seismic Loads in Ceiling, Jason Christensen
• RE: Seismic Loads in Ceiling, Jason Christensen
• RE: Seismic Loads in Ceiling, Tarek Mokhtar
• Building Code and Other National Standards, Paul Blomberg
• Re: Building Code and Other National Standards, Tom . Hunt
• RE: Building Code and Other National Standards, William.Sherman
• Radiant Floor System on Plywood Subfloor, Michel Blangy
• Re: Radiant Floor System on Plywood Subfloor, David Topete
• RE: Radiant Floor System on Plywood Subfloor, Michel Blangy
• ASCE 7-05 and IBC 06, Nguyen, Phuong

Tue Dec 23 01:18:00 GMT 2008

• RE: ASCE 7-05 and IBC 06, Conrad Harrison
• RE: Radiant Floor System on Plywood Subfloor, Jeff Smith
• RE: Radiant Floor System on Plywood Subfloor, Michel Blangy
• Wood testing, SCHFUN
• RE: Radiant Floor System on Plywood Subfloor, Michel Blangy
• Re: Wood testing, Jnapd
• RE: ASCE 7-05 and IBC 06, Donny Harris

Wed Dec 24 03:33:13 GMT 2008

• Christmas Greetings!, Jeff Coronado
• merry christmas, Alfred Müller
• Best Wishes, Daryl Richardson
• [no subject], David Fisher
• re: Merry Christmas & Happy 2009, Casey K. Hemmatyar
• Happy Holidays, Tom . Hunt
• Re: Happy Holidays, David Topete
• Re: Happy Holidays, Ralph Kratz
• Re: Happy Holidays, Drew Morris
• RE: Happy Holidays, Acharya, Suresh
• Re: Happy Holidays, Christopher Wright
• Merry Christmas, raymond shreenan
• Re: Seismic Loads in Ceiling, raymond shreenan

Thu Dec 25 03:28:14 GMT 2008

• Reindeer live load, erik_g
• Reminder: Please Respond to nat's Invitation, nat mohanram

Fri Dec 26 01:21:26 GMT 2008

• RE: Wood testing, Harold Sprague
• RE: Wood testing, Bill Cain

Sat Dec 27 00:24:52 GMT 2008

• Re: Reindeer live load, David Topete
• Topped Hollow Core Slab and CMU Wall Construction, Rich Lewis
• Re: Topped Hollow Core Slab and CMU Wall Construction, Scott Maxwell

Sun Dec 28 19:36:25 GMT 2008

• HNY2009, Lakshmana Nukala

Mon Dec 29 16:54:31 GMT 2008

• RE: Reindeer live load, Michel Blangy
• Wind Load Topographic Effects, Jeff Smith

Tue Dec 30 15:38:23 GMT 2008

• Removal of formwork for Vertical member, Nittsi
• Re: Removal of formwork for Vertical member, Tom . Hunt
• component and cladding vs MWFRS, Andrew Kester, P.E.
• Re: Wind Load Topographic Effects, refugio rochin
• Re: Wind Load Topographic Effects, Jnapd

Wed Dec 31 05:35:18 GMT 2008

• Re: Wind Load Topographic Effects, Conrad Harrison
• Re: component and cladding vs MWFRS, Conrad Harrison
• Re: Wind Load Topographic Effects, refugio rochin
• happy new year, Arun Kumar
• Happy new year., Arun Kumar
• happy new year, Tom . Hunt
• Happy new year., Tom . Hunt
• re: C & C vs MWFRS, Andrew Kester, P.E.
• FL PE Board, Stuart, Matthew
• Re: Wind Load Topographic Effects, Jnapd

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