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SEAINT Mail Archive 2008 (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: 860

Tue Jul 01 15:09:03 GMT 2008

• IRC - Min. Anchor Bolt Spacing, David Maynard
• RE: IRC - Min. Anchor Bolt Spacing, Christopher Banbury
• SOFTWARE: Recommend Steel Column Base Plate Design Program (AISC)?, Bill Polhemus
• Re: SOFTWARE: Recommend Steel Column Base Plate Design Program (AISC)?, Gerard Madden, SE
• RE: SOFTWARE: Recommend Steel Column Base Plate Design Program (AISC)?, Scott Maxwell
• Re: IRC - Min. Anchor Bolt Spacing, sscholl2(--nospam--at)juno.com
• Re: IRC - Min. Anchor Bolt Spacing, Steve Gordin

Wed Jul 02 14:54:14 GMT 2008

• Re: IRC - Min. Anchor Bolt Spacing, Lloyd Pack
• RE: seaint Digest for 1 Jul 2008, Josh Plummer

Thu Jul 03 21:19:40 GMT 2008

• Duane Miller, Gordon Goodell
• Re: Duane Miller, Steve Gordin
• RE: Duane Miller, Harold Sprague

Fri Jul 04 00:00:37 GMT 2008

• Re: Duane Miller, Steve Gordin
• Re: Duane Miller, Gary L. Hodgson and Assoc.
• Duane, Blodgett & Timoshenko, G Vishwanath

Sun Jul 06 22:12:15 GMT 2008

• Re-entrant Corner Question, Dennis Wish

Mon Jul 07 01:59:14 GMT 2008

• RE: Re-entrant Corner Question, Scott Maxwell
• RE: Re-entrant Corner Question, Terry Weatherby
• RE: Re-entrant Corner Question, Bill Allen
• Wood / lightframe shear walls without shear walls, Acharya, Suresh
• test message, lrhauer

Tue Jul 08 00:32:27 GMT 2008

• China Earthquake: Engineering Details., Steve Gordin
• Re: test message, Steve Gordin
• RE: Wood / lightframe shear walls without shear walls, erik_g
• Elevation requirements in ASCE 24-05, Trung Nguyen Nam
• AC Piles vs Drilled piers., Jerry Coombs
• Re: AC Piles vs Drilled piers., Tom . Hunt
• RE: AC Piles vs Drilled piers., Harold Sprague
• Re: AC Piles vs Drilled piers., Mike Jones
• RE: AC Piles vs Drilled piers., David Maynard
• RE: Elevation requirements in ASCE 24-05, Harold Sprague
• RE: AC Piles vs Drilled piers., Harold Sprague
• RE: AC Piles vs Drilled piers., Casey K. Hemmatyar
• Re: AC Piles vs Drilled piers., Mike Jones
• Re: AC Piles vs Drilled piers., Mike Jones
• Re: Wood / lightframe shear walls without shear walls, ECVAl3
• RE: AC Piles vs Drilled piers., Harold Sprague
• RE: Wood / lightframe shear walls without shear walls, Acharya, Suresh
• Re: Wood / lightframe shear walls without shear walls, ECVAl3
• Re: AC Piles vs Drilled piers., Mike Jones

Wed Jul 09 00:29:47 GMT 2008

• brick cladding survey, David Topete
• RE: brick cladding survey, Ken Loush
• Re: AC Piles vs Drilled piers., Jerry Coombs
• New Code & Tests for Epoxy Anchors, erik_g

Thu Jul 10 17:30:00 GMT 2008

• CMU piers & columns vs WALL, Andrew Kester, P.E.
• PIle Cap Connection, arshad vali
• RE: CMU piers & columns vs WALL, Garner, Robert
• RE: CMU piers & columns vs WALL, Garner, Robert
• RE: PIle Cap Connection, Garner, Robert
• RE: PIle Cap Connection, arshad vali
• RE: PIle Cap Connection, Garner, Robert
• RE: IRC - Min. Anchor Bolt Spacing, Terri Schneider
• Fibers in Composite Slab, Adair, Joel

Fri Jul 11 04:34:59 GMT 2008

• RE: Fibers in Composite Slab, Harold Sprague
• RE: PIle Cap Connection, Mark Gilligan
• RE: Fibers in Composite Slab, Adam Vakiener
• Re: CMU piers & columns vs WALL, Gary L. Hodgson and Assoc.
• RE: Fibers in Composite Slab, Michelle Motchos
• Make sure you always wear your hardhat..., Michel Blangy
• re: fibers in composite slab, Andrew Kester, P.E.
• RE: fibers in composite slab, Adair, Joel
• RE: Fibers in Composite Slab, sscholl2(--nospam--at)juno.com
• Re: Fibers in Composite Slab, Daryl Richardson
• RE: Fibers in Composite Slab, Harold Sprague
• steel coupons, Drew Morris
• RE: steel coupons, Scott, William N
• RE: steel coupons, Harold Sprague
• RE: PIle Cap Connection, Harold Sprague
• Pile splice question, Tarek Mokhtar
• RE: Pile splice question, Casey K. Hemmatyar

Sat Jul 12 00:01:05 GMT 2008

• Diaphragm Chord Wood Roof, Rich Lewis
• Re: Diaphragm Chord Wood Roof, Tarek Mokhtar
• Diaphragm Chord Wood Truss Roof, robert . freeman
• Re: Diaphragm Chord Wood Roof, Gerard Madden, SE
• Re: Diaphragm Chord Wood Roof, Drew Morris
• RE: Re-entrant Corner Question, Dennis Wish
• RE: Wood / light frame shear walls without shear walls, Dennis Wish
• Location of Millhaven, Ontario, Canada, Daryl Richardson
• Re: Location of Millhaven, Ontario, Canada, Alexander Bausk
• Re: Location of Millhaven, Ontario, Canada, Gary L. Hodgson and Assoc.
• Re: Location of Millhaven, Ontario, Canada, Gary L. Hodgson and Assoc.
• Re: Location of Millhaven, Ontario, Canada, Daryl Richardson
• RE: Make sure you always wear your hardhat..., Scott Maxwell
• RE: Diaphragm Chord Wood Roof, Rich Lewis
• RE: Diaphragm Chord Wood Roof, Scott Maxwell
• Re: Make sure you always wear your hardhat..., Paul Ransom
• Durability Design for Wood Buildings, Frank Woeste

Sun Jul 13 15:16:51 GMT 2008

• PEMB Tie Beam, IRV FRUCHTMAN
• RE: PEMB Tie Beam, Stuart, Matthew
• Re: PEMB Tie Beam, Daryl Richardson
• re: diaphragm chord wood roof, Andrew Kester, P.E.
• re: ribers in composite slab, Andrew Kester, P.E.
• RE: diaphragm chord wood roof, Rich Lewis
• RE: Diaphragm Chord Wood Roof, Rich Lewis
• Re: diaphragm chord wood roof, Gerard Madden, SE
• Re: Durability Design for Wood Buildings, Rhkratzse
• RE: Diaphragm Chord Wood Roof, Scott Maxwell

Mon Jul 14 16:21:28 GMT 2008

• Re: Diaphragm Chord Wood Roof, Jnapd
• Re: diaphragm chord wood roof, Drew Morris
• sill plate, Pinyon Engineering
• Re: diaphragm chord wood roof, Jnapd
• RE: sill plate, Gaines, David

Tue Jul 15 03:08:59 GMT 2008

• Re: sill plate, Chris Slater
• Test to see if I'm now reconnected, Lloyd Pack
• RE: Test to see if I'm now reconnected, Jim Chatterley
• Curved GLB, Gordon Goodell
• RE: Curved GLB, Scott Maxwell
• RE: Curved GLB, Harold Sprague
• RE: Curved GLB, Gordon Goodell
• RE: Curved GLB, Acharya, Suresh
• RE: Test to see if I'm now reconnected, Larry Hauer
• RE: Test to see if I'm now reconnected, Lloyd Pack
• RE: Test to see if I'm now reconnected, Tom Skaggs
• RE: Test to see if I'm now reconnected, Bill Allen
• RE: Curved GLB, Harold Sprague

Wed Jul 16 03:14:29 GMT 2008

• RE: Curved GLB, Scott Maxwell
• Re: Curved GLB, Steve Gordin
• RE: Diaphragm Chord Wood Truss Roof, Jordan Denio
• RE: Test to see if I'm now reconnected, Jim Getaz
• RE: Curved GLB, Scott Maxwell
• site accident, unsafe deck, Christopher Banbury
• flat plate strengthening, Andrew Kester, P.E.
• Re: site accident, unsafe deck, Daryl Richardson
• RE: site accident, unsafe deck, Ehrlich, Gary
• RE: flat plate strengthening, Adair, Joel
• RE: Brittle and Ductile steel elements, Tridib K Mittra
• RE: flat plate strengthening, Harold Sprague
• RE: flat plate strengthening - Fireproofing, Tom . Hunt
• RE: site accident, unsafe deck, Rich Lewis

Thu Jul 17 15:22:19 GMT 2008

• RE: autocad link, Christopher Banbury
• Steel Pipe fabrication & Galvanizing Specifications, Nittsi
• Re: Steel Pipe fabrication & Galvanizing Specifications, Tom . Hunt
• Re: flat plate strengthening, Daryl Richardson
• Re: Curved GLB, David Topete
• Re: autocad link, Jordan Truesdell, PE
• HUD 7584 - Question, David Maynard
• RE: HUD 7584 - Question, Gaines, David

Fri Jul 18 00:47:37 GMT 2008

• Re: HUD 7584 - Question, Jnapd
• Column Design for a Flat Slab Building, William Haynes
• Re: HUD 7584 - Question, Jordan Truesdell, PE
• Re: HUD 7584 - Question, Jim Getaz
• Software Recommendations (seismic), Teo, KP
• Re: Software Recommendations (seismic), Tom . Hunt
• re: mobile home tie downs, Andrew Kester, P.E.
• Re: mobile home tie downs, Jordan Truesdell, PE

Sat Jul 19 00:17:03 GMT 2008

• 25% of Live Load added to Lateral, Dennis Wish
• RE: 25% of Live Load added to Lateral, Scott Maxwell

Sun Jul 20 01:53:51 GMT 2008

• RE: 25% of Live Load added to Lateral, Dennis Wish
• ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Dennis Wish
• RE: 25% of Live Load added to Lateral, Scott Maxwell
• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Scott Maxwell
• RE: 25% of Live Load added to Lateral, Dennis Wish
• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Dennis Wish
• Re: 25% of Live Load added to Lateral, Rhkratzse

Mon Jul 21 04:02:48 GMT 2008

• Re: 25% of Live Load added to Lateral, Scott Maxwell
• Re: 25% of Live Load added to Lateral, Scott Maxwell
• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Terry Weatherby
• Re: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Scott Maxwell
• Re: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Gary L. Hodgson and Assoc.
• PEMB Tie Beam, IRV FRUCHTMAN
• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Harold Sprague
• Sloped Roof snow load, Pinyon Engineering
• RE: Sloped Roof snow load, Terry Weatherby
• Re: Steel Pipe fabrication & Galvanizing Specifications, David Topete
• knife plate in glulams, Drew Morris
• RE: knife plate in glulams, Jason Christensen
• Re: Sloped Roof snow load, Jordan Truesdell, PE
• Re: knife plate in glulams, Drew Morris
• RE: knife plate in glulams, Jason Christensen
• Re: knife plate in glulams, Drew Morris
• RE: knife plate in glulams, Jason Christensen
• Residential alterations, is upgrade for wind required?, Jeff Smith
• Re: knife plate in glulams, Scott Maxwell
• RE: Sloped Roof snow load, Pinyon Engineering
• Soils Reports, Pinyon Engineering
• Re: knife plate in glulams, Drew Morris

Tue Jul 22 00:04:54 GMT 2008

• RE: Residential alterations, is upgrade for wind required?, Mark D. Baker
• Re: Soils Reports, Steve Gordin
• RE: Residential alterations, is upgrade for wind required?, Jeff Smith
• Re: Residential alterations, is upgrade for wind required?, Steve Gordin
• Re: Soils Reports, Neil Moore
• re: residential upgrades, Andrew Kester, P.E.
• RE: residential upgrades, Christopher Banbury
• RE: Soils Reports, David Maynard
• RE: Soils Reports, Neil Moore
• Soils Reports - Real situation, Steve Gordin
• Re: Soils Reports, Steve Gordin
• RE: Soils Reports - A Ghost Story, Harold Sprague
• Re :Re: Steel Pipe fabrication & Galvanizing Specifications, Nittsi
• Re: Soils Reports, Pinyon Engineering
• RE: Soils Reports, Jeff Smith
• RE: Soils Reports, Neil Moore
• Re: Soils Reports, Neil Moore
• Wood Shear Wall Nailing, Michel Blangy
• Re: Wood Shear Wall Nailing, DomDean
• Re: Wood Shear Wall Nailing, Drew Morris

Wed Jul 23 04:06:18 GMT 2008

• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Dennis Wish
• RE: 25% of Live Load added to Lateral, Dennis Wish
• Re: 25% of Live Load added to Lateral, Gerard Madden, SE
• Re: Wood Shear Wall Nailing, Gerard Madden, SE
• RE: 25% of Live Load added to Lateral, Scott Maxwell
• RE: ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Harold Sprague
• RE: Wood Shear Wall Nailing, Bill Allen
• Storage Containers, Tom Monti
• RE: Wood Shear Wall Nailing, Jeff Smith
• Re: Storage Containers, Steve Gordin
• Re: Storage Containers, Drew Morris
• Storage Containers, Terry Weatherby
• RE: Wood Shear Wall Nailing, Jerry Coombs
• RE: Wood Shear Wall Nailing, Jerry Coombs
• RE: Wood Shear Wall Nailing, Jeff Smith
• RE: Wood Shear Wall Nailing, Jerry Coombs
• RE: Wood Shear Wall Nailing, Jeff Smith
• RE: Wood Shear Wall Nailing, Jerry Coombs

Thu Jul 24 03:52:45 GMT 2008

• Prestressed Double T Camber, Wontae Kim
• Re: Prestressed Double T Camber, Jim Getaz
• Re: Storage Containers, Gary L. Hodgson and Assoc.
• Re: Prestressed Double T Camber, Jerry Coombs
• RE: Prestressed Double T Camber, Adair, Joel
• scanner for masonry wall reinforcement, Christopher Banbury
• RE: Residential alterations, is upgrade for wind required?, Ehrlich, Gary
• Threaded ASTM A706 Rebars for Anchor Bolts, Szuchuan Chang
• RE: Storage Containers, Jeff Smith
• RE: Threaded ASTM A706 Rebars for Anchor Bolts, Acharya, Suresh

Fri Jul 25 06:39:55 GMT 2008

• RE: Residential alterations, is upgrade for wind required?, Conrad Harrison
• Re: Prestressed Double T Camber, Wontae Kim
• Free LRFD Pier Design Program, TJ Fu
• Re: Free LRFD Pier Design Program, Virendra Varma
• RE: Free LRFD Pier Design Program, Garner, Robert
• RE: Free LRFD Pier Design Program, David Maynard
• RE: Threaded ASTM A706 Rebars for Anchor Bolts, Garner, Robert
• RE: Threaded ASTM A706 Rebars for Anchor Bolts, Harold Sprague
• RE: Threaded ASTM A706 Rebars for Anchor Bolts, Harold Sprague
• cable guardrails, Andrew Kester, P.E.
• RE: cable guardrails, Jeff Smith
• re: threaded rebars, Andrew Kester, P.E.
• RE: cable guardrails, Eric Ober
• RE: cable guardrails, Christopher Banbury
• RE: Free LRFD Pier Design Program, GRUPO CG
• Re: Threaded ASTM A706 Rebars for Anchor Bolts, Szuchuan Chang
• Re: Free LRFD Pier Design Program, Ing. Benjamín Arcos Reyes

Sat Jul 26 12:08:55 GMT 2008

• Re: Free LRFD Pier Design Program, Gary L. Hodgson and Assoc.
• Re: Free LRFD Pier Design Program, ali yehia
• Guard Rail, David Merrick, SE

Sun Jul 27 09:56:27 GMT 2008

• AW: Free LRFD Pier Design Program, Alfred Müller

Mon Jul 28 16:06:54 GMT 2008

• RE: Guard Rail, Harold Sprague
• Standard Building Code - Seismic Design in Georgia in the Mid 70's, Tripp Howard
• Soils Engineers - Athens, GA, David Fisher

Tue Jul 29 08:30:17 GMT 2008

• PE exam review book, lcelee
• Correction, FE exam review book, lcelee
• RE: Wood Shear Wall Nailing, Dennis Wish
• Fwd: Standard Building Code - Seismic Design in Georgia in the Mid 70's, Tripp Howard
• Re: seismic analysis, Tripp Howard
• Re: Soils Engineers - Athens, GA, j.n.sigalas
• Re: seismic analysis, Tripp Howard
• Subject: RE: Guard Rail, David Merrick, SE
• RE: seismic analysis, Richard L. Hess
• Staad 2007, Pedro Khouri
• earthquake, Steve Gordin
• Re: Staad 2007, Tom . Hunt
• Re: Staad 2007, Jordan Truesdell, PE
• RE: earthquake, Richard L. Hess
• RE: earthquake, Bill Allen
• Re: earthquake, David Topete
• Re: Subject: RE: Guard Rail, David Topete
• RE: earthquake, felt it in Pasadena, Gaines, David
• Re: earthquake, felt it in Pasadena, Gerard Madden, SE
• RE: Staad 2007, David Maynard
• Fw: Staad 2007, Pedro Khouri
• RE: Staad 2007, Daniel Coloski

Wed Jul 30 00:08:10 GMT 2008

• Anchors in shear perpendicular to the edge per ACI 318 Appendix D, Bill Allen
• Re: Anchors in shear perpendicular to the edge per ACI 318 Appendix D, Steve Gordin
• Re: Staad 2007, Pedro Khouri
• RE: Anchors in shear perpendicular to the edge per ACI 318 Appendix D, Bill Allen
• Re: Anchors in shear perpendicular to the edge per ACI 318 Appendix D, Gerard Madden, SE
• Re: Staad 2007, Gary L. Hodgson and Assoc.
• L.A. EQ: Typical Reaction, Bill Allen
• RE: L.A. EQ: Typical Reaction, Harold Sprague
• RE: L.A. EQ: Typical Reaction, Bill Allen
• RE: Staad 2007, Trung Nguyen Nam
• RE: L.A. EQ: Typical Reaction, Garner, Robert
• Re: Staad 2007, Trung Nguyen Nam
• Re: Staad 2007, Trung Nguyen Nam
• Re: Staad 2007, Trung Nguyen Nam
• RE: L.A. EQ: Typical Reaction, Harold Sprague
• RE: L.A. EQ: Typical Reaction, Harold Sprague
• ACI 318 App D, and wedge anchors, Mark D. Baker
• wedge anchors, Bob Freeman
• RE: ACI 318 App D, and wedge anchors, Bill Allen
• RE: L.A. EQ: Typical Reaction, Yousefi, Ben
• RE: ACI 318 App D, and wedge anchors, Mark D. Baker
• RE: L.A. EQ: Typical Reaction, Bill Allen
• RE: L.A. EQ: Typical Reaction, Acharya, Suresh
• RE: L.A. EQ: Typical Reaction, Tom . Hunt
• Where's reinforcement bond stress in the new code?, Bill Allen
• Amrhein, Gordon Goodell
• Vehicle Barriers Rule (was RE: Guard Rail), David Merrick, SE
• RE: Amrhein, Gordon Goodell
• Tonias, Steve Gordin

Thu Jul 31 00:28:56 GMT 2008

• RE: ACI 318 App D, and wedge anchors, Marlou Rodriguez
• Mexico Building Code, Rich Lewis
• RE: Vehicle Barriers Rule (was RE: Guard Rail), Rich Lewis
• RE: ACI 318 App D, and wedge anchors, Harold Sprague
• RE: ACI 318 App D, and wedge anchors, Mark Gilligan
• Overstrength factor, rahman shahshenas
• RE: Staad 2007, Scott Maxwell
• Re: Mexico Building Code, Tom . Hunt
• Re: Overstrength factor, Gerard Madden, SE
• Re: ACI 318 App D, and wedge anchors, Chris Tse
• Re: Mexico Building Code, Ing. Benjamín Arcos Reyes
• RE: ACI 318 App D, and wedge anchors, Jared Keyser
• RE: ACI 318 App D, and wedge anchors, Bill Allen
• RE: Mexico Building Code, Rich Lewis
• Re: ACI 318 App D, and wedge anchors, Rhkratzse
• Re: Staad 2007, Christopher Wright
• plywood diaphragm to light gage, Joseph R. Grill
• RE: ACI 318 App D, and wedge anchors, Bill Allen
• re: EQ and international codes, Andrew Kester, P.E.
• RE: ACI 318 App D, and wedge anchors, Jared Keyser
• MWFRS Method 1 Question, Dennis Wish
• RE: ACI 318 App D, and wedge anchors, Gordon Goodell
• RE: MWFRS Method 1 Question, Yousefi, Ben
• RE: MWFRS Method 1 Question, Acharya, Suresh
• RE: MWFRS Method 1 Question, Tom . Hunt
• RE: MWFRS Method 1 Question, Dennis Wish
• Slab on Grade Detail question, Dennis Wish
• footing edges, Bob Freeman
• RE: ACI 318 App D, and wedge anchors, Jared Keyser
• Re: ACI 318 App D, and wedge anchors, Steve Gordin
• RE: footing edges, Dennis Wish

Fri Aug 01 00:04:21 GMT 2008

• Re: footing edges, ECVAl3
• Re: Prestressed Double T Camber, Gil Brock
• Re: footing edges, Gerard Madden, SE
• Re: Slab on Grade Detail question, sscholl2(--nospam--at)juno.com
• Re: Overstrength factor, rahman shahshenas
• Re: Overstrength factor, rahman shahshenas
• Re: EQ and international codes, Gary L. Hodgson and Assoc.
• RE: footing edges, Christopher Banbury
• FW: Slab on Grade Detail question, Christopher Banbury
• Re: EQ and international codes, Jnapd
• Re: Overstrength factor, Gerard Madden, SE
• RE: ACI 318 App D, and wedge anchors - More confusion, Bill Allen
• Re: ACI 318 App D, and wedge anchors - More confusion [NOT A JOKE!!], Rhkratzse

Sat Aug 02 12:47:52 GMT 2008

• Re: EQ and international codes, Gary L. Hodgson and Assoc.
• Re: EQ and international codes, Rhkratzse

Sun Aug 03 09:21:09 GMT 2008

• Re: Free LRFD Pier Design Program, ATIF RIZ
• Re: Free LRFD Pier Design Program, ATIF RIZ
• RE: Re: EQ and international codes, James Getaz

Mon Aug 04 06:44:18 GMT 2008

• Re: seaint Digest for 2 Aug 2008, akbar khalifehloo
• RE: seaint Digest for 2 Aug 2008, Conrad Harrison
• RE: seaint Digest for 2 Aug 2008, Garner, Robert
• RE: Wood Shear Wall Nailing, Michel Blangy
• Re: Staad 2007, Pedro Khouri
• RE: seaint Digest for 2 Aug 2008, Padmanabhan Rajendran
• RE: L.A. EQ: Typical Reaction, Michel Blangy
• Concrete additives for Pool on roof?, Lloyd Pack
• RE: Concrete additives for Pool on roof?, David Maynard
• RE: Concrete additives for Pool on roof?, Garner, Robert
• Re: Concrete additives for Pool on roof?, Rhkratzse
• Re: Concrete additives for Pool on roof?, Tom . Hunt
• RE: Concrete additives for Pool on roof?, Lloyd Pack
• Nuclear reactors and earthquakes (TID-7024) example, Christopher Wright
• RE: Concrete additives for Pool on roof?, Tarek Mokhtar
• RE: Concrete additives for Pool on roof?, David Maynard
• RE: Concrete additives for Pool on roof?, Garner, Robert
• RE: Concrete additives for Pool on roof?, bart
• Re: Concrete additives for Pool on roof?, Drew Morris
• Above grade pool concrete waterproofing, Bob Freeman
• fix shrinkage crack for concrete wall, DA ENGINEERING
• shrinkage crack on 10" concrete wall, Bob Freeman
• Anchor Bolt Pullout, ECVAl3

Tue Aug 05 00:12:12 GMT 2008

• Re: Anchor Bolt Pullout, Steve Gordin
• RE: Anchor Bolt Pullout, Bill Allen
• Re: Anchor Bolt Pullout, Steve Gordin
• Re: Anchor Bolt Pullout, Steve Gordin
• Re: Nuclear reactors and earthquakes (TID-7024) example, Daryl Richardson
• Re: Nuclear reactors and earthquakes (TID-7024) example, Christopher Wright
• RE: Anchor Bolt Pullout, Harold Sprague
• Re: EQ and international codes, Gary L. Hodgson and Assoc.
• RE: Anchor Bolt Pullout, erik_g
• RE: Concrete additives for Pool on roof?, Lloyd Pack
• Nuclear reactors and earthquakes (TID-7024) example, Jim Lutz
• re: hooked ABs, Andrew Kester, PE
• RE: Anchor Bolt Pullout, Mark D. Baker
• RE: hooked ABs, Bill Allen
• Plated Truss Program?, Bill Allen
• more aci 318, Mark D. Baker
• Re: hooked ABs, Rhkratzse
• RE: more aci 318, Garner, Robert
• RE: hooked ABs, Bill Allen
• Re: more aci 318 -- CMU v. CIP, Rhkratzse
• Re: hooked ABs -- "buggered nuts" (another technical term :), Rhkratzse
• Re: more aci 318, Daryl Richardson
• Re: hooked ABs, Daryl Richardson
• RE: hooked ABs, Acharya, Suresh
• RE: hooked ABs, Bill Allen
• RE: hooked ABs -- "buggered nuts" (another technical term :), Bill Allen
• Re: hooked ABs ... & angels, Rhkratzse
• RE: hooked ABs, Gordon Goodell
• Re: hooked ABs -- "buggered nuts" (another technical term :), Drew Morris
• Re: Nuclear reactors and earthquakes (TID-7024) example, Christopher Wright
• RE: more aci 318, Mark D. Baker
• Re: hooked ABs ... & angels, Bill Polhemus
• Re: more aci 318 -- CMU v. CIP, Bill Polhemus
• RE: hooked ABs -- "buggered nuts" (another technical term :), Bill Allen
• Re: hooked ABs ... & angels, Rush Limpahhh
• Re: more aci 318 -- CMU v. CIP, Tarek Mokhtar
• RE: hooked ABs -- "buggered nuts" (another technical term :), Jeff Smith
• RE: hooked ABs -- "buggered nuts" (another technical term :), Jeff Smith

Wed Aug 06 01:13:03 GMT 2008

• Re: more aci 318 -- CMU v. CIP, Rhkratzse
• Re: hooked ABs -- "buggered nuts" (another technical term :), Rhkratzse
• Re: hooked ABs -- "buggered nuts" (another technical term :), Christopher Wright
• RE: hooked ABs -- "buggered nuts" (another technical term :), Bill Allen
• Re: Concrete additives for Pool on roof?, sscholl2(--nospam--at)juno.com
• Re: more aci 318, Mark Gilligan
• RE: hooked ABs -- "buggered nuts" (another technical term :), Harold Sprague
• RE: Concrete additives for Pool on roof?, Harold Sprague
• RE: hooked ABs, Harold Sprague
• RE: hooked ABs and ABs with bearing plates, William.Sherman
• ASTM A513 Tube Specs., Mark Johnson
• Re: ASTM A513 Tube Specs., Tom . Hunt

Thu Aug 07 04:41:37 GMT 2008

• Water Tanks, Conrad Harrison
• Re: plywood diaphragm to light gage, sutej
• wind on stair tower, Joseph R. Grill
• RE: Water Tanks, Gaines, David
• RE: ASTM A513 Tube Specs., Paul Feather
• RE: plywood diaphragm to light gage, Reza Dashti Asl
• Large diameter bolt clearances, William.Sherman

Fri Aug 08 04:37:38 GMT 2008

• RE: Water Tanks, Conrad Harrison
• RE: Large diameter bolt clearances, Conrad Harrison
• Ward R Malisch/ACI/Notes is out of the office., Ward . Malisch
• RE: seaint Digest for 7 Aug 2008, Rick Stone
• ASCE 7 Wind Gust Effect Factor, Garner, Robert
• Re: ASCE 7 Wind Gust Effect Factor, David Topete
• RE: ASCE 7 Wind Gust Effect Factor, Garner, Robert
• RE: ASCE 7 Wind Gust Effect Factor, Scott Maxwell
• re: ABs..., Andrew Kester, P.E.
• RE: ASCE 7 Wind Gust Effect Factor, Doug Mayer
• Re: ASCE 7 Wind Gust Effect Factor, David Topete
• re: wind on stair tower, Andrew Kester, P.E.
• Re: wind on stair tower, jrgrill
• RE: ASCE 7 Wind Gust Effect Factor, Scott Maxwell

Mon Aug 11 13:47:29 GMT 2008

• Re: ABs..., Gary L. Hodgson and Assoc.
• RE: Concrete additives for Pool on roof?, Lloyd Pack
• [no subject], Garner, Robert
• Jeff Coronado, Garner, Robert

Tue Aug 12 00:07:05 GMT 2008

• RE: Jeff Coronado, Mark D. Baker
• RE: Jeff Coronado & list, Gaines, David
• RE: Jeff Coronado & list, Mark D. Baker
• wood bearing problem, Gordon Goodell
• FW: wood bearing problem, Gordon Goodell
• Re: FW: wood bearing problem, Tarek Mokhtar
• RE: Jeff Coronado & list, Scott Maxwell
• Wood Shear Wall Top Plate Shear Transfer, Michel Blangy
• Re: Wood Shear Wall Top Plate Shear Transfer, David Topete
• RE: Wood Shear Wall Top Plate Shear Transfer, Michel Blangy
• Re: Wood Shear Wall Top Plate Shear Transfer, David Topete
• RE: wood bearing problem, Michel Blangy
• Re: Wood Shear Wall Top Plate Shear Transfer, Lloyd Pack
• Re: Wood Shear Wall Top Plate Shear Transfer, Michel

Wed Aug 13 02:39:09 GMT 2008

• RE: wood bearing problem, Gordon Goodell
• RE: Wood Shear Wall Top Plate Shear Transfer, Gordon Goodell
• Prestressed Box girder cable bridges, Nittsi
• RE: Large diameter bolt clearances, Harold Sprague
• Wind load design for Photovoltaic panel installations, Dennis Wish
• RE: Wood Shear Wall Top Plate Shear Transfer, Dennis Wish
• RE: Large diameter bolt clearances, William.Sherman
• RE: wood bearing problem, AWC Info
• RE: Wind load design for Photovoltaic panel installations, Garner, Robert
• RE: Wind load design for Photovoltaic panel installations, Ehrlich, Gary
• RE: wind on stair tower, Joseph R. Grill
• RE: wind on stair tower, Joseph R. Grill
• OSB Shear wall nailing, Joseph R. Grill
• Re: OSB Shear wall nailing, David Topete
• Re: Wind load design for Photovoltaic panel installations, Jordan Truesdell, PE
• RE: OSB Shear wall nailing, Tom Skaggs
• RE: OSB Shear wall nailing, Joseph R. Grill
• RE: OSB Shear wall nailing, Tom Skaggs
• RE: Wind load design for Photovoltaic panel installations, Dennis Wish
• SEAW Commentary on Wind Code Provisions, Jeff Smith
• RE: wood bearing problem, Josh Comfort
• Re: wood bearing problem, Jnapd

Thu Aug 14 04:38:27 GMT 2008

• SDC D Ordinary Moment frame connection using HSS sections, Joseph R. Grill
• RE: SDC D Ordinary Moment frame connection using HSS sections, Conrad Harrison
• RE: Wind load design for Photovoltaic panel installations, Conrad Harrison
• RE: Wind load design for Photovoltaic panel installations, Garner, Robert
• RE: SDC D Ordinary Moment frame connection using HSS sections, Joseph R. Grill
• RE: SDC D Ordinary Moment frame connection using HSS sections, Casey K. Hemmatyar
• RE: SDC D Ordinary Moment frame connection using HSS sections, Jason Christensen
• RE: SDC D Ordinary Moment frame connection using HSS sections, Acharya, Suresh
• RE: SDC D Ordinary Moment frame connection using HSS sections, Mark D. Baker
• Re: Jeff Coronado, Jeff Coronado
• RE: SDC D Ordinary Moment frame connection using HSS sections, Gordon Goodell
• RE: SDC D Ordinary Moment frame connection using HSS sections, Mark D. Baker
• RE: SDC D Ordinary Moment frame connection using HSS sections, Joseph R. Grill
• Re: SDC D Ordinary Moment frame connection using HSS sections, Gerard Madden, SE
• RE: SDC D Ordinary Moment frame connection using HSS sections, Acharya, Suresh

Fri Aug 15 00:13:28 GMT 2008

• RE: SDC D Ordinary Moment frame connection using HSS sections, Gordon Goodell
• RE: SDC D Ordinary Moment frame connection using HSS sections, Josh Comfort
• RE: SDC D Ordinary Moment frame connection using HSS sections, Dennis Wish
• RE: Wind load design for Photovoltaic panel installations, Conrad Harrison
• RE: Wind load design for Photovoltaic panel installations, Dennis Wish
• Re: Wind load design for Photovoltaic panel installations, Jordan Truesdell, PE
• RE: Wind load design for Photovoltaic panel installations, Dennis Wish
• RE: SDC D Ordinary Moment frame connection using HSS sections, Mark D. Baker
• Anchor Studs in Concrete in Seismic, Joseph R. Grill
• re: solar panels/ liability, Andrew Kester, P.E.
• RE: solar panels/ liability, Gordon Goodell
• RE: Wind load design for Photovoltaic panel installations, sscholl2(--nospam--at)juno.com
• Re: Wind load design for Photovoltaic panel installations, Gerard Madden, SE
• RE: Wind load design for Photovoltaic panel installations, Bill Allen
• Re: Wind load design for Photovoltaic panel installations, D E
• RE: SDC D Ordinary Moment frame connection using HSS sections, Casey K. Hemmatyar
• Re: Wind load design for Photovoltaic panel installations, Gerard Madden, SE
• Re: Wind load design for Photovoltaic panel installations, Tarek Mokhtar

Sat Aug 16 03:24:51 GMT 2008

• API Pipes as Pile Matl, milo zabala
• Re: Anchor Studs in Concrete in Seismic, Jules
• Re: API Pipes as Pile Matl, Daryl Richardson
• API Pipes as Pile Matl, Abolhassan Astaneh-Asl

Mon Aug 18 07:40:45 GMT 2008

• Manufactured Building Products: Structural Assessment, Conrad Harrison
• RE: API Pipes as Pile Matl, Garner, Robert
• RE: API Pipes as Pile Matl, Scott, William N

Tue Aug 19 09:19:01 GMT 2008

• Ahkam Syahril is out of the office., Ahkam Syahril
• Gabe Bohm/TECHNIP-USA is out of the office., GBohm
• Repair of tubular steel sections for offshore structures, Lakshmana Nukala
• Rho, Rho, Rho your boat (foundation), Garner, Robert
• RE: Rho, Rho, Rho your boat (foundation), Yousefi, Ben
• RE: Rho, Rho, Rho your boat (foundation), William.Sherman
• RE: Rho, Rho, Rho your boat (foundation), Tom . Hunt
• RE: Wind load design for Photovoltaic panel installations, Roberts, Karen
• RE: Rho, Rho, Rho your boat (foundation), Garner, Robert
• Lamella Structures, Donald Bruckman
• RE: Lamella Structures, Garner, Robert
• RE: Lamella Structures, Donald Bruckman
• Re: Lamella Structures, Rhkratzse
• RE: Lamella Structures, Gaines, David
• RE: Lamella Structures, Peter Sheffield
• Re: Lamella Structures, ECVAl3
• RE: Lamella Structures, Mark D. Baker
• wet masonry, domdean
• Re: wet masonry, Jnapd
• Masonry on wood, Gordon Goodell
• Allowable Holes/Cutouts in Wood Shear Wall Panels, Michel Blangy
• RE: wet masonry, Richard L. Hess
• RE: Allowable Holes/Cutouts in Wood Shear Wall Panels, Gordon Goodell
• Re: Allowable Holes/Cutouts in Wood Shear Wall Panels, Steve Gordin
• RE: Lamella Structures, sscholl2(--nospam--at)juno.com
• wet CMU masonry, robert . freeman
• RE: Lamella Structures, Donald Bruckman

Wed Aug 20 00:59:55 GMT 2008

• Re: wet masonry, Steve Gordin
• RE: wet masonry, William.Sherman
• RE: wet CMU masonry, Richard L. Hess
• RE: Wind load design for Photovoltaic panel installations, Conrad Harrison
• RE: Lamella Structures, Conrad Harrison
• Joint Committee on Structural Safety : international, Conrad Harrison
• RE: Wind load design for Photovoltaic panel installations, Dennis Wish
• Re: wet masonry, DomDean
• Re: wet masonry, Jerry Coombs
• RE: wet masonry, Scott Maxwell
• RE: Masonry on wood, Scott Maxwell
• Re: Wind load design for Photovoltaic panel installations, David Topete
• RE: Lamella Structures, Donald Bruckman
• Re: Rho, Rho, Rho your boat (foundation), Jules
• Re: Wind load design for Photovoltaic panel installations, Daryl Richardson
• Photovoltaic Panels & Manufactured Metal Plated Roof Truss - Addendum, Dennis Wish

Thu Aug 21 01:06:32 GMT 2008

• RE: Photovoltaic Panels & Manufactured Metal Plated Roof Truss - Addendum, Conrad Harrison
• RE: Photovoltaic Panels & Manufactured Metal Plated Roof Truss - Addendum, Conrad Harrison
• RE: Wind load design for Photovoltaic panel installations, Conrad Harrison
• RE: Photovoltaic Panels & Manufactured Metal Plated Roof Truss - Addendum, Conrad Harrison
• RE: Rho, Rho, Rho your boat (foundation), Teo, KP
• Re: Wind load design for Photovoltaic panel installations, David Topete
• RE: South Australia practices, William.Sherman
• RE: Rho, Rho, Rho your boat (foundation), William.Sherman
• RE: Rho, Rho, Rho your boat (foundation), Acharya, Suresh
• Is this news?, Michel Blangy
• Re: Is this news?, David Topete

Fri Aug 22 00:40:24 GMT 2008

• Simpson 3x3 washers for sill plate anchors, Jeff Smith
• Re: Rho, Rho, Rho your boat (foundation), Jules
• RE: Wind load design for Photovoltaic panel installations, Conrad Harrison
• Dowel Locations, arunkumar
• RE: South Australia practices, Conrad Harrison
• Fwd: Utility Poles for Electric Power Distribution, Trung Nguyen Nam
• Re: South Australia practices, Gary L. Hodgson and Assoc.
• Dowel Locations, Tom . Hunt
• RE: Is this news?, Harold Sprague
• re: CMU bar locations, Andrew Kester, P.E.

Sun Aug 24 02:57:17 GMT 2008

• RE: Rho, Rho, Rho your boat (foundation), William.Sherman

Mon Aug 25 02:50:39 GMT 2008

• Enercalc, Peter Maregan
• RE: South Australia practices, Conrad Harrison
• Re: South Australia practices, Gary L. Hodgson and Assoc.
• RE: Enercalc, Larry Hauer
• Re: Enercalc, Gerard Madden, SE
• Northwest fabricator for 8" deep 12 ga Zees, Drew Morris
• AutoCAD conversion, Micayas, Julius
• RE: Northwest fabricator for 8" deep 12 ga Zees, Tom Skaggs
• Tank certification, Paul Feather

Tue Aug 26 01:34:28 GMT 2008

• RE: South Australia practices, Conrad Harrison
• RE: Tank certification, Harold Sprague
• RE: AutoCAD conversion, Chen, Chi-Ping T
• RE: Enercalc, Phuong Nguyen
• Re: Tank certification, Padmanabhan Rajendran
• Northwest fabricator for 8" deep 12 ga Zees, Dmitri Wright
• AISI versus SSMA, Mitch.Sklar
• AISI versus SSMA, Tom . Hunt
• RE: AISI versus SSMA, Paul Feather

Wed Aug 27 02:53:41 GMT 2008

• Re: 3x3 washers for sill plate anchors, coengineer
• Afghanistan reinforcing steel standards, Harold Sprague
• Re: Afghanistan reinforcing steel standards, Christopher Wright
• Repair Design for Wood Trusses at VT, Frank Woeste

Thu Aug 28 14:55:23 GMT 2008

• Structural Logs, Chris Slater
• RE: Structural Logs, Ehrlich, Gary
• Slab effective area for point loads, Jeff Hedman
• RE: Slab effective area for point loads, Stuart, Matthew
• Re: Structural Logs, Chris Slater
• Aluminum Design Manual, Quick Question, Rick
• RE: Aluminum Design Manual, Quick Question, Scott, William N
• Approved Epoxy for Threaded Rod Ancor Bolts, Larry Hauer
• RE: Approved Epoxy for Threaded Rod Ancor Bolts, Michelle Motchos
• Re: Approved Epoxy for Threaded Rod Ancor Bolts, Drew Morris
• RE: Approved Epoxy for Threaded Rod Ancor Bolts, William.Sherman
• Re: Approved Epoxy for Threaded Rod Ancor Bolts, Jerry Coombs
• Re: Approved Epoxy for Threaded Rod Ancor Bolts :), Rhkratzse
• RE: Approved Epoxy for Threaded Rod Ancor Bolts, Jerry Coombs

Fri Aug 29 19:43:53 GMT 2008

• ASCE Section 12.11.2, FSRahbar

Tue Sep 02 04:25:54 GMT 2008

• aggregate size in elevated structural slab, David Schonacher
• Re: aggregate size in elevated structural slab, Gerard Madden, SE
• RE: aggregate size in elevated structural slab, Paul Feather
• Site Built Spiral Stair Case, Michel Blangy
• RE: Site Built Spiral Stair Case, Garner, Robert
• splice of welded wire mesh, David Topete
• RE: splice of welded wire mesh, David Fisher
• RE: Site Built Spiral Stair Case, David Fisher
• Re: splice of welded wire mesh, David Topete
• Re: splice of welded wire mesh, Tom . Hunt
• Re: splice of welded wire mesh, David Topete
• RE: Site Built Spiral Stair Case, Michel Blangy
• RE: Site Built Spiral Stair Case, David Fisher
• RE: aggregate size in elevated structural slab, Harold Sprague

Wed Sep 03 19:23:15 GMT 2008

• Re: Site Built Spiral Stair Case, Gerard Madden, SE
• RE: Site Built Spiral Stair Case, Michel Blangy
• Rock Veneer Support on timber, Joseph R. Grill
• Re: Site Built Spiral Stair Case, Gerard Madden, SE
• Re: Rock Veneer Support on timber, David Topete

Thu Sep 04 04:09:10 GMT 2008

• RE: Site Built Spiral Stair Case, sscholl2(--nospam--at)juno.com
• RE: aggregate size in elevated structural slab, sscholl2(--nospam--at)juno.com
• RE: Site Built Spiral Stair Case, sscholl2(--nospam--at)juno.com
• Re: Site Built Spiral Stair Case, Michel
• Re: Site Built Spiral Stair Case, Michel
• RE: Rock Veneer Support on timber, Dickey, David
• Rock Veneer Support on timber, AWC Info
• RE: Rock Veneer Support on timber, Joseph R. Grill
• Conc Admixtures, Paul Feather
• Calgary, Alberta, Paul Feather
• RE: Calgary, Alberta, Thor Tandy
• Re: Calgary, Alberta, Daryl Richardson
• Minimum Slab Reinforcing, Josh Plummer
• Re: Minimum Slab Reinforcing, Daryl Richardson
• Re: Minimum Slab Reinforcing, David Topete
• Re: Minimum Slab Reinforcing, William Haynes
• RE: Minimum Slab Reinforcing, Scott, William N
• Re: Minimum Slab Reinforcing, Steve Gordin
• Re: Minimum Slab Reinforcing, William Haynes
• RE: Minimum Slab Reinforcing, William.Sherman
• Re: Conc Admixtures, William Haynes
• Site Built Spiral Stair Case, Dmitri Wright
• Re: Conc Admixtures, Gerard Madden, SE
• RE: Minimum Slab Reinforcing, Scott Maxwell
• RE: Rock Veneer Support on timber, Scott Maxwell
• Galvanized bolts req'd in PT wood?, Gould, Diane
• RE: Minimum Slab Reinforcing, Gil Brock

Fri Sep 05 00:01:48 GMT 2008

• Re: Minimum Slab Reinforcing, Kevin Below
• Re: Structural Logs, Kevin Below
• RE: Structural Logs, Tom Skaggs
• RE: Calgary, Alberta, Paul Feather

Sat Sep 06 00:08:24 GMT 2008

• e-mail, raymond shreenan
• RE: e-mail, Thor Tandy
• Re: e-mail, raymond shreenan
• Re: Structural Logs, Kevin Below
• RE: e-mail, Phani Krishna
• Re: e-mail, raymond shreenan

Sun Sep 07 01:12:44 GMT 2008

• Re: Galvanized bolts req'd in PT wood?, bart
• RE: Galvanized bolts req'd in PT wood?, Jeff Smith

Mon Sep 08 04:15:55 GMT 2008

• RE: e-mail, Phani Krishna
• Re: e-mail, Christopher Wright
• RE: e-mail, Phani Krishna
• Re: e-mail, raymond shreenan
• RE: e-mail, Harold Sprague
• paper, y.hamida
• Re: Galvanized bolts req'd in PT wood?, Thor Matteson, Structural Engineer
• Re: Galvanized bolts req'd in PT wood?, Rhkratzse

Tue Sep 09 11:52:02 GMT 2008

• Re: Galvanized bolts req'd in PT wood?, Gould, Diane
• Pilaster retrofit, Drew Morris
• RE: Pilaster retrofit, Garner, Robert
• RE: Pilaster retrofit, Harold Sprague

Wed Sep 10 15:09:47 GMT 2008

• Pressure Treted Decking, Larry Hauer
• RE: Pressure Treted Decking, David Maynard
• Re: Pressure Treated Decking, Drew Morris
• designing steel joists, Andrew Kester, P.E.
• Re: designing steel joists, Gerard Madden, SE
• RE: designing steel joists, David Fisher

Thu Sep 11 14:36:13 GMT 2008

• RE: designing steel joists, Harold Sprague
• re: steel joist design, Andrew Kester, PE
• re: wood balcony, Andrew Kester, PE
• Slab-on-grade topping slab, Brian
• Re: Slab-on-grade topping slab, Gerard Madden, SE
• RE: Slab-on-grade topping slab, Garner, Robert
• RE: steel joist design, Harold Sprague
• [no subject], a erickson
• RE: steel joist design, Stuart, Matthew
• RE: Slab-on-grade topping slab, Harold Sprague

Fri Sep 12 00:04:35 GMT 2008

• Re: Slab-on-grade topping slab, y.hamida
• Galvanized bolts req'd in PT wood?, Thor Matteson
• RE: Galvanized bolts req'd in PT wood?, Scott Maxwell
• Re: steel joist design, Gary L. Hodgson and Assoc.
• re: steel joist design, Jim Getaz
• RE: Slab-on-grade topping slab, Brian
• Service Magic(R) Structural Engineering "Lead", Rhkratzse
• RE: Service Magic(R) Structural Engineering "Lead", David Fisher
• re: steel joist design, Mark Gilligan
• RE: 1 Inch Topping Slab, Rick Stone
• RE: Service Magic(R) Structural Engineering "Lead", Casey K. Hemmatyar
• re: PT wood & corrosion, Andrew Kester, P.E.
• RE: Slab-on-grade topping slab, Saeed Danandeh
• Re: Service Magic(R) Structural Engineering "Lead", Rhkratzse
• Re: Pressure Treated Decking, Donny Harris

Sat Sep 13 01:31:45 GMT 2008

• "And The Walls Come Tumbin' Down...", Bill Polhemus

Mon Sep 15 07:44:48 GMT 2008

• RE: Slab-on-grade topping slab, Harold Sprague
• RE: "And The Walls Come Tumbin' Down...", David Fisher
• Simpson Moment Frames, Chris Slater
• RE: Simpson Moment Frames, Yousefi, Ben
• RE: Simpson Moment Frames, Garner, Robert
• Re: Simpson Moment Frames, Chris Slater
• RE: Simpson Moment Frames, Tom . Hunt
• Brick Parapet Support, Andy Richardson
• brick parapet lintels, Bob Freeman

Tue Sep 16 00:37:49 GMT 2008

• Re: Brick Parapet Support, y.hamida
• Live Load Reduction, Wontae Kim
• OT: Excel and Printing /Pagination, Conrad Harrison
• RE: Slab-on-grade topping slab, sscholl2(--nospam--at)juno.com
• Re: Live Load Reduction, y.hamida
• RE: "And The Walls Come Tumbin' Down...", Andrew Kester, P.E.
• PT ledger, Tarek Mokhtar
• RE: PT ledger, David Fisher
• Re: PT ledger, Gerard Madden, SE
• RE: PT ledger, Yousefi, Ben
• RE: PT ledger, Acharya, Suresh
• Re: PT ledger, Jerry Coombs
• Masonry Wall Anchorage, Ramirez, Victor
• Re: PT ledger, Gerard Madden, SE
• RE: PT ledger, Tarek Mokhtar
• Re: "And The Walls Come Tumbin' Down...", Bill Polhemus

Wed Sep 17 07:13:13 GMT 2008

• RE: Excel and Printing /Pagination, Conrad Harrison
• drop panel reinfocement, maryamma suresh(biji)
• RE: drop panel reinfocement, Phani Krishna
• Re: PT ledger, Jerry Coombs
• Re: "And The Walls Come Tumbin' Down...", dfisher
• Re: "And The Walls Come Tumbin' Down...", David Topete
• Re: "And The Walls Come Tumbin' Down...", Daryl Richardson
• RE: drop panel reinfocement, Harold Sprague
• RE: "And The Walls Come Tumbin' Down...", Michel Blangy
• Re: Excel and Printing /Pagination, Christopher Wright
• re: PT wood, Andrew Kester, P.E.
• Re: drop panel reinfocement, y.hamida

Thu Sep 18 02:35:56 GMT 2008

• RE: Excel and Printing /Pagination, Conrad Harrison
• RE: Excel and Printing /Pagination, Erickson, Aaron A.
• RE: Excel and Printing /Pagination, Conrad Harrison
• RE: Excel and Printing /Pagination, Scott Maxwell
• Re: Excel and Printing /Pagination, Christopher Wright
• Boehlert Report on ASCE post disaster Investigations, Abolhassan Astaneh-Asl
• Boehlert Report on ASCE post disaster Investigations, Abolhassan Astaneh-Asl
• RE: Excel and Printing /Pagination, Mark Johnson
• RE: paper, Thor Tandy

Fri Sep 19 04:03:47 GMT 2008

• RE: Excel and Printing /Pagination, Conrad Harrison
• Ikerd: Update Contact Information, wikerd
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Re: Excel and Printing /Pagination, Jordan Truesdell, PE
• RE: Jeff Giger/DAN/Minerals/METSO is out of the office., Garner, Robert
• moisture intrusion, Andrew Kester, PE
• Re: Excel and Printing /Pagination, Christopher Wright
• RE: Excel and Printing /Pagination, Doug Mayer

Sat Sep 20 02:07:50 GMT 2008

• RE: moisture intrusion, Harold Sprague
• Ikerd: Update Contact Information, wikerd
• Re: Jeff Giger/DAN/Minerals/METSO is out of the office., Gary L. Hodgson and Assoc.
• Re: Excel and Printing /Pagination, Paul Ransom
• Re: Outlook 2007 printing (was: Excel and Printing /Pagination), Paul Ransom

Sun Sep 21 07:17:47 GMT 2008

• Ikerd: Update Contact Information, wikerd

Mon Sep 22 03:01:44 GMT 2008

• RE: Excel and Printing /Pagination, Conrad Harrison
• New Seminar, Garner, Robert
• Pipe Stress Analysis, Padmanabhan Rajendran

Tue Sep 23 02:05:02 GMT 2008

• RE: New Seminar, Conrad Harrison
• Panel zone Deformations, Joseph R. Grill

Wed Sep 24 00:24:31 GMT 2008

• Re: Pipe Stress Analysis, y.hamida
• Re: seaint Digest for 23 Sep 2008, joshp
• Shear center of L-shape beam, Wontae Kim
• Re: Shear center of L-shape beam, Jordan Truesdell, PE
• Re: Shear center of L-shape beam, David Topete
• Structural Laminated Glazing >>Material Properties >> Engineering Calculations, Jim Chatterley PE
• Re: Shear center of L-shape beam, Christopher Wright
• Tank settlement, Bhavin Shah
• DL weight vs Ordinary/Special Moment Frames, Joseph R. Grill
• Re: Tank settlement, Paul Blomberg
• Re: Structural Laminated Glazing >>Material Properties >> Engineering Calculations, Alexander Bausk
• Re: Tank settlement, Ravinath M.
• RE: Tank settlement, David Maynard
• wood ledger to concrete, Pinyon Engineering
• RE: DL weight vs Ordinary/Special Moment Frames, Yousefi, Ben

Thu Sep 25 02:26:16 GMT 2008

• RE: wood ledger to concrete, Conrad Harrison
• Torsional moment transferred to the slab from the torsional beam, Wontae Kim
• RE: DL weight vs Ordinary/Special Moment Frames, Joseph R. Grill
• Re: Shear center of L-shape 'concrete' beam, Wontae Kim
• Re: Shear center of L-shape 'concrete' beam, Alexander Bausk
• Steel stilts - Wood house, David Merrick, SE
• Re: Shear center of L-shape 'concrete' beam, Christopher Wright
• Re: Shear center of L-shape 'concrete' beam, Christopher Wright
• Question on "independent structurally" w.r.t. foundations, J.M. Cohen
• RE: Question on "independent structurally" w.r.t. foundations, Scott Maxwell
• Re: Shear center of L-shape 'concrete' beam, Alexander Bausk
• Re: Question on independent structurally, y.hamida
• Re: Shear center of L-shape 'concrete' beam, Christopher Wright

Fri Sep 26 01:09:58 GMT 2008

• Re: Tank settlement, Padmanabhan Rajendran
• RE: Shear center of L-shape 'concrete' beam, sam2000 . (sam2000)
• Re: Tank settlement, y.hamida
• Re: Shear center of L-shape 'concrete' beam, Alexander Bausk
• Gabe Bohm/TECHNIP-USA is out of the office., GBohm
• Doug. Fir Lumber Grades, Larry Hauer
• Re: Tank settlement, Bhavin Shah
• Re: Doug. Fir Lumber Grades, Gerard Madden, SE
• Hardy Frame Moment Frame, Henry Gallart
• RE: Doug. Fir Lumber Grades, Gaines, David
• RE: Hardy Frame Moment Frame, Garner, Robert
• RE: Hardy Frame Moment Frame, Dave Adams
• Re: Tank settlement, Padmanabhan Rajendran
• Re: Tank settlement, Jerry Coombs
• RE: Doug. Fir Lumber Grades, Larry Hauer
• RE: Doug. Fir Lumber Grades, Gaines, David

Sat Sep 27 14:53:04 GMT 2008

• Re: Doug. Fir Lumber Grades, Thor Matteson
• RE: Doug. Fir Lumber Grades, Larry Hauer
• RE: Doug. Fir Lumber Grades, Scott Maxwell
• Simpson Titen Screws in Existing Concrete Stemwall, Bill Allen

Mon Sep 29 14:45:52 GMT 2008

• Re: Simpson Titen Screws in Existing Concrete Stemwall, Jordan Truesdell, PE
• Re: Tank settlement, Kipp Martin
• Doug. Fir Lumber Grades, AWC Info
• Re: Simpson Titen Screws in Existing Concrete Stemwall, sscholl2(--nospam--at)juno.com
• Re: Simpson Titen Screws in Existing Concrete Stemwall, Jordan Truesdell, PE
• RE: Doug. Fir Lumber Grades, Larry Hauer

Tue Sep 30 09:03:22 GMT 2008

• Ahkam Syahril is out of the office., Ahkam Syahril
• Tilt-up Pancake, xmy987
• RE: Tilt-up Pancake, Wesley Werner
• Re: Tilt-up Pancake, Gerard Madden, SE
• Re: Tilt-up Pancake, Rhkratzse
• Damping percentage, Ing. Benjamín Arcos Reyes
• Re: Damping percentage, Tom . Hunt
• RE: Damping percentage, Garner, Robert
• RE: Damping percentage, Gordon Goodell
• RE: Damping percentage, Paul Feather
• Old K Factors, Tom . Hunt
• Re: Damping percentage, Daryl Richardson

Wed Oct 01 03:20:05 GMT 2008

• Re: Damping percentage, Christopher Wright
• RE: Damping percentage, Harold Sprague
• RE: Old K Factors, Chung-Soo Doo

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