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SEAINT Mail Archive 2008 (Jan-Mar)

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: 1592

Tue Jan 01 18:20:32 GMT 2008

• Re: Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), sscholl2(--nospam--at)juno.com
• RE: Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), Bill Allen

Wed Jan 02 09:04:30 GMT 2008

• Debonding of precast plank topping, Terangue Gillham
• RE: Debonding of precast plank topping, Stuart, Matthew
• Debonding of precast plank topping, Tom . Hunt
• RE: Structural Wood Repairs, Gaines, David
• MAC-CORE Type-1 Deck, Jake Watson

Thu Jan 03 01:29:42 GMT 2008

• Re: Debonding of precast plank topping, Alex C. Nacionales
• RE: Debonding of precast plank topping, Jim Getaz
• Debonding of precast plank topping, Mark L. Puccio
• RE: MAC-CORE Type-1 Deck, Harold Sprague
• RE: Debonding of precast plank topping, Harold Sprague
• Re: MAC-CORE Type-1 Deck, Jake Watson
• RE: MAC-CORE Type-1 Deck, Harold Sprague
• wood floor system for a Pool table, Pinyon Engineering
• RE: wood floor system for a Pool table, Jason Christensen
• Re: wood floor system for a Pool table, Daryl Richardson
• RE: wood floor system for a Pool table, Scott Maxwell

Fri Jan 04 00:35:14 GMT 2008

• Re: wood floor system for a Pool table, Gerard Madden, SE
• RE: wood floor system for a Pool table, Gaines, David
• (no subject), Jnapd
• RE: wood floor system for a Pool table, Jeff Smith
• RE: Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), sscholl2(--nospam--at)juno.com
• RE: (no subject), Scott Maxwell
• Re: wood floor system for a Pool table, Jordan Truesdell, PE
• Occupancy Category History, Jake Watson
• RE: Occupancy Category History, Harold Sprague
• Concrete Strength Requirements for Residential Projects in SDC D or Higher, Andre Sidler
• Re: Occupancy Category History, Jake Watson
• Re: Concrete Strength Requirements for Residential Projects in SDC D or Higher, Jerry Coombs
• RE: Concrete Strength Requirements for Residential Projects in SDC D or Higher, Ben Yousefi
• RE: Concrete Strength Requirements for Residential Projects in SDC D or Higher, Gary Loomis
• Handrail Loads vs Short Term, Rick
• RE: Handrail Loads vs Short Term, Dave Adams
• Re: wood floor system for a Pool table, y.hamida
• Re: Handrail Loads vs Short Term, y.hamida
• RE: Handrail Loads vs Short Term, Harold Sprague
• Glass guardrail support, Joseph R. Grill
• Re: Glass guardrail support, bart
• Steel deck manufacturer in Turkey, Harold Sprague
• RE: Glass guardrail support, Thor Tandy
• RE: Glass guardrail support, Gary Loomis
• RE: Glass guardrail support, Harold Sprague
• Re: Glass guardrail support, Joseph R. Grill
• RE: Glass guardrail support, Thor Tandy
• RE: Glass guardrail support, Thor Tandy
• Re: Glass guardrail support, David Topete

Sat Jan 05 00:48:19 GMT 2008

• RE: Glass guardrail support, Jeff Smith
• RE: Glass guardrail support, Thor Tandy
• Re: Handrail Loads vs Short Term, canitzcf
• RE: Handrail Loads vs Short Term, Mark Johnson

Sun Jan 06 00:40:20 GMT 2008

• RE: Glass guardrail support [IBC 2006/CBC 2007; Chapter 24]], Casey K. Hemmatyar

Mon Jan 07 15:11:40 GMT 2008

• RE: Handrail Loads vs Short Term, Harold Sprague
• RE: Handrail Loads vs Short Term, Harold Sprague
• Residential Real Estate Purchase Due Diligence, Stuart, Matthew
• "Those who can't do...", Bill Polhemus
• RE: "Those who can't do...", Garner, Robert
• Re: Glass guardrail support, Paul Blomberg
• Re: Glass guardrail support, Joseph R. Grill
• RE: Concrete Strength Requirements for Residential Projects in SDC D or Higher, Tom . Hunt
• RE: Contec AAC, John L. Smart
• Re: Glass guardrail support, canitzcf
• Re: Glass guardrail support, Joseph R. Grill
• Frost Line, Micayas, Julius
• Seismic Drift Loading, Josh Buckholt
• RE: Frost Line, Marlou Rodriguez
• RE: Frost Line, Martin Li
• RE: Frost Line, Micayas, Julius
• Re: Frost Line, Daryl Richardson
• RE: Frost Line, Micayas, Julius

Tue Jan 08 02:45:45 GMT 2008

• Re: Seismic Drift Loading, Jake Watson
• RE: Seismic Drift Loading, Joshua Buckholt
• Slabs on grade at garage and people doors, Jim Wilson
• Microstation Book, g r
• RE: Slabs on grade at garage and people doors, Donald Bruckman
• UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Bill Polhemus
• Out of Line Building Official?, Gerard Madden, SE
• RE: Out of Line Building Official?, Marlou Rodriguez
• RE: Out of Line Building Official?, Dave Adams
• RE: Out of Line Building Official?, Donald Bruckman
• Re: Out of Line Building Official?, Gerard Madden, SE
• RE: Out of Line Building Official?, Jason Emoto
• Re: Out of Line Building Official?, Gerard Madden, SE
• RE: Out of Line Building Official?, Ben Yousefi
• More "plan check" stuff ..., Dave Adams
• Re: Out of Line Building Official?, Neil Moore
• Concrete Anchors, Garner, Robert

Wed Jan 09 00:00:43 GMT 2008

• RE: Out of Line Building Official?, Tom . Hunt
• RE: Out of Line Building Official?, Bill Allen
• Re: Out of Line Building Official?, Gerard Madden, SE
• RE: Out of Line Building Official?, Bill Allen
• Re: More "plan check" stuff ..., Tom . Hunt
• Re: Concrete Anchors, Tom . Hunt
• Re: More "plan check" stuff ..., Mark Gilligan
• Re: Out of Line Building Official?, Jerry Coombs
• RE: More "plan check" stuff ..., Dave Adams
• RE: More "plan check" stuff ..., Donald Bruckman
• RE: More "plan check" stuff ..., Mark Gilligan
• RE: More "plan check" stuff ..., Dave Adams
• RE: More "plan check" stuff ..., Dave Adams
• RE: More "plan check" stuff ..., Donald Bruckman
• Re: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Padmanabhan Rajendran
• Seismic and Wind Design Software, Marius Tomutza
• RE: Seismic and Wind Design Software, Marlou Rodriguez
• RE: More "plan check" stuff ..., Dave Adams
• Re: More "plan check" stuff ..., Gerard Madden, SE
• Wood design program for lateral, Bob Freeman
• RE: More "plan check" stuff ..., Wesley Werner
• Re: More "plan check" stuff ..., Gerard Madden, SE
• Re Concrete Anchors, Mark Johnson
• Re: More "plan check" stuff ..., Jordan Truesdell, PE
• Lighter Loads in IBC vs. UBC, Chris Slater
• RE: Lighter Loads in IBC vs. UBC, Paul Feather
• RE: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Thomas Davidson
• Re: Lighter Loads in IBC vs. UBC, David Topete
• Re: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", David Topete

Thu Jan 10 00:08:49 GMT 2008

• RE: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Pinyon Engineering
• RE: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Yi Yang
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Jnapd
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, ECVAl3
• Re: Out of Line Building Official?, sscholl2(--nospam--at)juno.com
• Re: Out of Line Building Official?, Gerard Madden, SE
• RE: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Glen Pappas
• Re: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Joseph R. Grill
• RE: Lighter Loads in IBC vs. UBC, Jared Keyser
• RE: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Harold Sprague
• RE: Lighter Loads in IBC vs. UBC, Jason Christensen
• Dual - System ( frame+wall), y.hamida
• RE: Dual - System ( frame+wall), Thor Tandy
• Re: Dual - System ( frame+wall), y.hamida

Fri Jan 11 01:40:25 GMT 2008

• Hollow Core Plank Recommendation, Rich Lewis
• RE: Lighter Loads in IBC vs. UBC, Larry Hauer
• Re: Dual - System ( frame+wall), Jordan Truesdell, PE
• Re: Dual - System ( frame+wall), Gerard Madden, SE
• Difference between SCBF OCBF, Sandman
• RE: Dual - System ( frame+wall), Thor Tandy
• resisting moment, DA ENGINEERING
• Re: Hollow Core Plank Recommendation, David Topete
• Re: Difference between SCBF OCBF, David Topete
• RE: resisting moment, Jason Christensen

Mon Jan 14 15:29:41 GMT 2008

• Re: Glass guardrail support, Steve Gordin
• RE: Glass guardrail support, Thor Tandy
• RE: Slabs on grade at garage and people doors, Roger Davis
• about load duration factor, marcia mendez

Tue Jan 15 01:18:59 GMT 2008

• pre-engineered metal buildings with intermediate steel moment frames or special moment frames?, Haan, Scott M POA
• RE: about load duration factor, Conrad Harrison
• what's wrong?, Steve Gordin
• Request for a silverback at Dietrich Metal Framing, Jordan Truesdell, PE
• about load duration factor, AWC Info
• RE: what's wrong?, Bill Allen
• Re: what's wrong?, Steve Gordin
• Re: what's wrong?, Rhkratzse
• RE: what's wrong?, Dave Adams
• RE: Slabs on grade at garage and people doors, Harold Sprague
• Re: what's wrong?, Steve Gordin
• RE: what's wrong?, Harold Sprague
• RE: what's wrong?, Josh Comfort
• Fwd: Difference between SCBF OCBF, Matthew
• RE: what's wrong?, Dave Adams
• RE: what's wrong?, Harold Sprague
• RE: what's wrong?, Dave Adams
• Re: what's wrong?, Rhkratzse
• Re: what's wrong?, Steve Gordin
• RE: what's wrong?, Bill Allen
• Re: what's wrong?, Rhkratzse
• Re: what's wrong?, Steve Gordin
• RE: wood floor system for a Pool table, Tom Evans
• Design Load Combination(s) for Prestress Slab, Gould, Diane
• Re: what's wrong?, Chuck Utzman
• RE: Design Load Combination(s) for Prestress Slab, Gould, Diane
• RE: what's wrong?, Dave Adams
• Re: what's wrong?, Lloyd Pack
• Re: what's wrong?, Steve Gordin
• RE: what's wrong?, Scott Maxwell
• Any reference related with ACI 13.3.6 (Two-way slab design), Wontae Kim
• RE: what's wrong?, Dave Adams
• RE: what's wrong?, Scott Maxwell
• RE: what's wrong?, Ben Yousefi
• RE: what's wrong?, Tom . Hunt
• RE: what's wrong?, Dave Adams
• Flaw ID'd in MN Bridge Collapse, Bill Allen
• RE: Flaw ID'd in MN Bridge Collapse, Marlou Rodriguez
• redundancy rho, Joseph Eribarne
• Re: Flaw ID'd in MN Bridge Collapse, Josh Buckholt
• RE: Flaw ID'd in MN Bridge Collapse, Marlou Rodriguez
• Re: redundancy rho, Jnapd
• 3-D modeling, Matthew Shear
• RE: Design Load Combination(s) for Prestress Slab, Gil Brock

Wed Jan 16 01:41:10 GMT 2008

• RE: 3-D modeling, Haan, Scott M POA
• RE: 3-D modeling, Bill Allen
• RE: Flaw ID'd in MN Bridge Collapse, Bill Allen
• A few useful resources, Chris Slater
• RE: 3-D modeling, Conrad Harrison
• Re: what's wrong?, sscholl2(--nospam--at)juno.com
• RE: what's wrong?, Conrad Harrison
• RE: A few useful resources, Jim Chatterley PE
• RE: A few useful resources, Bob Immel
• Re: A few useful resources, Chris Slater
• RE: 3-D modeling, Tom . Hunt
• RE: 3-D modeling, Bill Allen
• RE: what's wrong - Soil Investigation Requirements, Acharya, Suresh
• Re: 3-D modeling, Jnapd
• Re: 3-D modeling, Steve Gordin
• RE: what's wrong - Soil Investigation Requirements, Dave Adams
• Re: 3-D modeling, Daryl Richardson
• Re: what's wrong - Soil Investigation Requirements -- ad nausium, Rhkratzse
• Anchors, Steve Gordin
• Re: what's wrong - Soil Investigation Requirements -- ad nausium, Gerard Madden, SE
• Re:3-D modeling, y.hamida
• RE: Anchors, Dave Adams
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, ASLCSE
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Chuck Utzman
• RE: Anchors, Jeff Smith
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Steve Gordin
• Re: Anchors, Steve Gordin
• RE: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Haan, Scott M POA
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Chuck Utzman
• RE: Anchors, Dave Adams
• Re: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Steve Gordin
• Re: Anchors, Steve Gordin
• Enercalc 6.0, Steve Gordin
• Re: Enercalc 6.0, Jim Wilson
• RE: Enercalc 6.0, Haan, Scott M POA
• Re: Enercalc 6.0, Steve Gordin

Thu Jan 17 00:33:57 GMT 2008

• Re: Enercalc 6.0, bpce
• Re: Enercalc 6.0, Chuck Utzman
• Timber design software, Murvin Ragaven
• RE: Timber design software, Conrad Harrison
• Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
• Redundancy factor and Omega rho, David Francis Caballero
• strange bldg dept request, Andrew Kester, P.E.
• RE: strange bldg dept request, Stuart, Matthew
• Re: Anchors, Glen Pappas
• Re: strange bldg dept request, bruckmandesign
• RE: strange bldg dept request, Stuart, Matthew
• RE: strange bldg dept request, Mark Gilligan
• RE: Anchors, Bill Allen
• Anchors & Enercalc, Steve Gordin
• R Values for Kneebraced Posts and Steel Columns, Chris Slater
• Re: Anchors, Steve Gordin
• Re: Anchors, Joseph R. Grill
• RE: Anchors, Bill Allen
• Re: Anchors, Steve Gordin
• Re: Anchors, Steve Gordin
• RE: Anchors, Haan, Scott M POA
• RE: Anchors & Enercalc, Michael Brooks
• Re: Enercalc 6.0, ASLCSE
• RE: Anchors, Scott, William N
• Re: Anchors, Steve Gordin
• Re: Anchors & Enercalc, Steve Gordin
• Re: Enercalc 6.0, ASLCSE
• ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), ASLCSE
• RE: Enercalc 6.0, Matthew Shear
• Re: ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), Tom . Hunt
• RE: ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), Matthew Shear
• RE: R Values for Kneebraced Posts and Steel Columns, Harold Sprague
• RE: ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), Bill Allen
• Re: Anchors, Drew Morris
• Re: R Values for Kneebraced Posts and Steel Columns, Jnapd
• Re: Anchors, Rhkratzse
• RE: Enercalc 6.0, Michael Brooks
• Re: Anchors, Steve Gordin
• Re: Anchors, Joseph R. Grill
• Re: ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), ASLCSE
• Re: ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), ASLCSE
• RE: strange bldg dept request, Haan, Scott M POA
• RE: Anchors - DS Anchor, Haan, Scott M POA
• enercalc V6, Chuck Utzman
• RE: enercalc V6, Haan, Scott M POA
• RE: R Values for Kneebraced Posts and Steel Columns, Haan, Scott M POA
• RE: Anchors - DS Anchor, Tom . Hunt

Fri Jan 18 00:00:33 GMT 2008

• Re: Anchors, Drew Morris
• Re: enercalc V6, Chuck Utzman
• RE: enercalc V6, Haan, Scott M POA
• RE: enercalc V6, Tom . Hunt
• steel connections, Fully Restrained vs Partially Restrained, Andrew Kester, P.E.
• RE: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Haan, Scott M POA
• Nonlinear Pushover Analysis, David Francis Caballero
• Re: Nonlinear Pushover Analysis, Alex C. Nacionales
• RE: L Bolts - Was enercalc V6, Jim Getaz
• 3x3 square sill plate washers, Pinyon Engineering
• RE: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Scott, William N
• RE: Nonlinear Pushover Analysis, Harold Sprague
• Re: Nonlinear Pushover Analysis, Brian Harris
• Splicing of steel beam., Mike Hokama
• Re: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Rhkratzse
• RE: Splicing of steel beam., Thor Tandy
• Re: Splicing of steel beam., Daryl Richardson
• Re: Nonlinear Pushover Analysis, Alex C. Nacionales
• RE: Splicing of steel beam., Micayas, Julius
• Re: Splicing of steel beam., Steve Gordin
• Re: Splicing of steel beam., Alex C. Nacionales
• RE: Splicing of steel beam., Nels Roselund
• RE: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Ehrlich, Gary
• RE: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Ben Yousefi
• Re: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Gerard Madden, SE
• Re: Splicing of steel beam., y.hamida

Sat Jan 19 04:46:24 GMT 2008

• Re: Splicing of steel beam, Mark Gilligan
• RE: Splicing of steel beam., t.w.allen
• Re: Splicing of steel beam, t.w.allen
• Re: Splicing of steel beam, Alexander Bausk
• Decoupling of anchor bolts, M, Shimjith (GE Infra, Energy)
• AW: Splicing of steel beam., Alfred Müller
• Re: Splicing of steel beam., Paul Ransom

Sun Jan 20 02:53:37 GMT 2008

• RE: Decoupling of anchor bolts, Harold Sprague
• RE: 4th CINPAR - International Conference on Structural Defects and Repair - 25-28 June 2008, University of Aveiro, Portugal, Syed Faiz
• Re: Splicing of steel beam, Paul Ransom
• Estimating Software, Alex C. Nacionales
• Re: Splicing of steel beam., Alex C. Nacionales
• Sony Ericcson P990(off topic), Alex C. Nacionales
• RE: Decoupling of anchor bolts, Mark Johnson
• Re: Estimating Software [and privacy], Rhkratzse

Mon Jan 21 01:09:47 GMT 2008

• Rebar Weight, Kang, Sung-hoon
• RE: Decoupling of anchor bolts, Harold Sprague
• Re: Estimating Software [and privacy], Scott Maxwell
• RE: Decoupling of anchor bolts, Mark Johnson
• RE: L Bolts - Was enercalc V6, Tom . Hunt
• RE: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Tom . Hunt
• Re: Decoupling of anchor bolts, Tom . Hunt
• RE: 4th CINPAR - International Conference on Structural Defects and Repair - 25-28 June 2008, University of Aveiro, Portugal, Tom . Hunt
• Re: Estimating Software [and privacy], Alex C. Nacionales
• Re: Rebar Weight, Daryl Richardson
• RE: Rebar Weight, Scott Maxwell
• RE: Splicing of steel beam., Nels Roselund
• Re: Rebar Weight, Daryl Richardson
• ASCE 7-08, Garner, Robert

Tue Jan 22 00:02:45 GMT 2008

• RE: ASCE 7-08, Tom Skaggs
• RE: Rebar Weight, Scott, William N
• Re: Rebar Weight, Alex C. Nacionales
• Re: ASCE 7-08, Scott Maxwell
• Engineering Video Game for Students, Ray Shingler
• Re: Engineering Video Game for Students, Bill Polhemus
• Plate washers, Wesley Werner
• Failure Modes for Split Ring Connections in Heavy Timber Trusses, Felker, Brian P CIV NAVFAC Lant, CISE
• RE: Engineering Video Game for Students, Michel Blangy
• RE: Failure Modes for Split Ring Connections in Heavy Timber Trusses, Gaines, David
• Re: Failure Modes for Split Ring Connections in Heavy Timber Trusses, Daryl Richardson
• re: beam splice, Andrew Kester, P.E.
• RE: Failure Modes for Split Ring Connections in Heavy Timber Trusses, Harold Sprague
• steel connection software, Andrew Kester, P.E.
• load combo and retaining walls, erik gibbs
• RE: steel connection software, Bill Polhemus
• RE: load combo and retaining walls, Bill Polhemus
• RE: steel connection software, Randall Moore PE SE
• RE: steel connection software, Wesley Werner
• Re: steel connection software, Alex C. Nacionales
• The More Things Change: NYT Article on Restoration of Utah State Capitol Building, Bill Polhemus
• Re: load combo and retaining walls, HBAP
• Roof Gardens Live load, Marlou Rodriguez
• RE: Roof Gardens Live load, Paul Feather
• RE: Roof Gardens Live load, Marlou Rodriguez
• RE: Roof Gardens Live load, Thor Tandy
• Re: The More Things Change: NYT Article on Restoration of Utah State Capitol Building, Steve Gordin

Wed Jan 23 01:26:36 GMT 2008

• Re: load combo and retaining walls, erik gibbs
• Re: load combo and retaining walls, Gerard Madden, SE
• Re: Nonlinear Pushover Analysis, David Francis Caballero
• Re: load combo and retaining walls, HBAP
• Re: Nonlinear Pushover Analysis, GUADES ERNESTO
• Re: Nonlinear Pushover Analysis, GUADES ERNESTO
• Re: ASCE 7-08, sam2000 . (sam2000)
• Re: ASCE 7-08, Bill Polhemus
• Re: ASCE 7-08, Daryl Richardson
• RE: ASCE 7-08, Garner, Robert
• FW: 3x3 square sill plate washers, AWC Info
• Rigid End Zone, Alex C. Nacionales
• steel studs on columns?, Andrew Kester, PE
• Styrofoam seal at plywood shear wall sill plate, Alexander (Sasha) Itsekson
• Re: Styrofoam seal at plywood shear wall sill plate, Drew Morris
• RE: Styrofoam seal at plywood shear wall sill plate, Truitt Vance
• Styrofoam seal at plywood shear wall sill plate, Tom . Hunt
• RE: Styrofoam seal at plywood shear wall sill plate, Gaines, David
• SCBF, Matthew Shear
• Re: Styrofoam seal at plywood shear wall sill plate, Gerard Madden, SE
• Re: SCBF, Gerard Madden, SE
• Re: Styrofoam seal at plywood shear wall sill plate, Steve Gordin
• Re: Styrofoam seal at plywood shear wall sill plate, Jnapd
• Re: SCBF, Drew Morris
• RE: Styrofoam seal at plywood shear wall sill plate, Bill Allen
• Re: Styrofoam seal at plywood shear wall sill plate, Jerry Coombs
• Re: Styrofoam seal at plywood shear wall sill plate & bad EN, Chuck Utzman
• RE: SCBF, Matthew Shear
• Re: The More Things Change: NYT Article on Restoration of Utah State Capitol Building, Benjamin Maxwell

Thu Jan 24 00:13:29 GMT 2008

• Re: ASCE 7-08, Jordan Truesdell, PE
• RE: ASCE 7-08, Scott Maxwell
• Re: ASCE 7-08, Ralph Kratz
• RE: Styrofoam seal at plywood shear wall sill plate, Nels Roselund
• RE: Styrofoam seal at plywood shear wall sill plate & bad EN, Alexander (Sasha) Itsekson
• RE: Styrofoam seal at plywood shear wall sill plate, Alexander (Sasha) Itsekson
• RE: Styrofoam seal at plywood shear wall sill plate & bad EN, Bill Allen
• Re: Styrofoam seal at plywood shear wall sill plate & bad EN, Jnapd
• Re: Styrofoam seal at plywood shear wall sill plate & bad EN, Gerard Madden, SE
• Re: Styrofoam seal at plywood shear wall sill plate, Paul Blomberg
• drilling, driving near existing residence, Christopher Banbury
• RE: Styrofoam seal at plywood shear wall sill plate & bad EN, Tom . Hunt
• RE: Styrofoam seal at plywood shear wall sill plate, Tom . Hunt
• RE: steel studs on columns?, Harold Sprague
• Retaining Wall Problem, IRV FRUCHTMAN
• RE: drilling, driving near existing residence, Harold Sprague
• RE: Retaining Wall Problem, Harold Sprague
• Re: drilling, driving near existing residence, Steve Gordin
• Re: Retaining Wall Problem, Steve Gordin
• Re: ASCE 7-08, Jordan Truesdell, PE
• RE: drilling, driving near existing residence, Christopher Banbury
• RE: Styrofoam seal at plywood shear wall sill plate & bad EN, Paul Feather
• RE: ASCE 7-08, Scott Maxwell
• Angry Employee Deletes All of Company's Data, Christopher Banbury
• Re: ASCE 7-08, Rhkratzse
• Re: Retaining Wall Problem, Chuck Utzman
• Re: Angry Employee Deletes All of Company's Data, Jnapd
• Re: ASCE 7-08, Jnapd
• RE: Roof Gardens Live load, Ehrlich, Gary
• Re: steel studs on columns?, Christopher Wright
• Re: ASCE 7-08, Steve Gordin
• Re: Retaining Wall Problem, Tarek Mokhtar
• Re: Retaining Wall Problem, Rhkratzse
• Re: Retaining Wall Problem, Steve Gordin
• Re: Retaining Wall Problem, Rhkratzse
• Re: Roof Gardens Live load, Gerard Madden, SE
• RE: Retaining Wall Problem, Jeff Smith
• RE: Roof Gardens Live load, Marlou Rodriguez
• Re: ASCE 7-08, Jnapd
• RE: Retaining Wall Problem, jascopac
• RE: Retaining Wall Problem, Tom . Hunt
• RAM Structural System, Jason Christensen

Fri Jan 25 00:17:56 GMT 2008

• RE: RAM Structural System, Conrad Harrison
• Re: Angry Employee Deletes All of Company's Data, Daryl Richardson
• acceptable bend radius for a cable or tendon?, Haan, Scott M POA
• Source for long drill bits in S.F. Bay Area ?, Rhkratzse
• Re: Source for long drill bits in S.F. Bay Area ?, coengineer
• Re: Source for long drill bits in S.F. Bay Area ?, Rhkratzse
• Re: acceptable bend radius for a cable or tendon?, Neil Moore
• RE: Source for long drill bits in S.F. Bay Area ?, Marlou Rodriguez
• A Welding question, Ed Najjarine, SE
• RE: A Welding question, welding_engr_rich(--nospam--at)charter.net
• Re: steel studs on columns?, Gary L. Hodgson and Assoc.
• Re: ASCE 7-08, Gary L. Hodgson and Assoc.
• Re: Source for long drill bits in S.F. Bay Area ?, Tom . Hunt
• re: alumn handrails from China, Andrew Kester, P.E.
• RE: [SPAM] Re: Source for long drill bits in S.F. Bay Area ?, Donald Bruckman
• Re: A Welding question, Christopher Wright
• RE: Retaining Wall Problem, David Merrick
• Re: Retaining Wall Problem, Gerard Madden, SE
• Slab On Grade STAAD Model, Bill Allen
• RE: Slab On Grade STAAD Model, Micayas, Julius
• Aspect Ratio of Light Framed Shearwalls, Chris Slater
• RE: Aspect Ratio of Light Framed Shearwalls, Tom Skaggs
• CMU Infills, Alex C. Nacionales
• RE: CMU Infills, Scott Maxwell
• RE: Source for long drill bits in S.F. Bay Area ?, Jeff Smith

Sat Jan 26 00:06:08 GMT 2008

• RE: CMU Infills, Nels Roselund
• Re: Aspect Ratio of Light Framed Shearwalls, erik gibbs
• Re: CMU Infills, y.hamida
• RE: Decoupling of anchor bolts, Rich Lewis
• ASCE 7-05 Wind Forces, ASLCSE
• Re: ASCE 7-05 Wind Forces, Freeman C. Tang
• Re: ASCE 7-05 Wind Forces, Mark Johnson
• Re: ASCE 7-05 Wind Forces, Mark Johnson

Sun Jan 27 00:43:42 GMT 2008

• Re: ASCE 7-05 Wind Forces, t.w.allen
• Re: ASCE 7-05 Wind Forces, Steve Gordin
• Re: ASCE 7-05 Wind Forces, t.w.allen
• Re: ASCE 7-05 Wind Forces, Mark Johnson
• Re: ASCE 7-05 Wind Forces, Bill Polhemus
• RE: ASCE 7-05 Wind Forces, Bill Allen
• Re: Decoupling of anchor bolts, Paul Ransom
• Re: A Welding question, Paul Ransom
• RE: ASCE 7-05 Wind Forces, Scott Maxwell
• Re: ASCE 7-05 Wind Forces, ASLCSE
• Re: ASCE 7-05 Wind Forces, ASLCSE
• RE: ASCE 7-05 Wind Forces, Bill Allen

Mon Jan 28 00:58:01 GMT 2008

• Re: ASCE 7-05 Wind Forces, Chris Slater
• IEBC Seismic Forces, Ehrlich, Gary
• Retaining Wall Problem, IRV FRUCHTMAN
• Re: IEBC Seismic Forces, Gerard Madden, SE
• Re: CMU Infills, Alex C. Nacionales
• Re: CMU Infills, Rhkratzse
• Re: CMU Infills, Gerard Madden, SE
• Enercalc 6.0, Michel Blangy
• RE: Enercalc 6.0, Jason Christensen

Tue Jan 29 00:03:28 GMT 2008

• Re: CMU Infills, Daniel Popp
• Re: CMU Infills, Gerard Madden, SE
• QsubE, ECVAl3
• DELETE THIS EMAIL TO YOUR MAILING LIST, Luz-Renaissance
• Re: DELETE THIS EMAIL TO YOUR MAILING LIST, Sandman
• RE: DELETE THIS EMAIL TO YOUR MAILING LIST, Conrad Harrison
• RE: DELETE THIS EMAIL TO YOUR MAILING LIST, Luz-Renaissance
• Re: CMU Infills, Rod Tayong
• Substantial Clarification for Design of Wood Floors Supporting Ceramic Tile, Frank Woeste
• RE: Decoupling of anchor bolts, Harold Sprague
• Re: CMU Infills, Benjamin Maxwell
• Re: Decoupling of anchor bolts, Jnapd
• Re: CMU Infills, y.hamida
• LatPro Lateral analysis software, Marius Tomutza
• RE: LatPro Lateral analysis software, Marlou Rodriguez

Wed Jan 30 00:29:48 GMT 2008

• Re: LatPro Lateral analysis software, ASLCSE
• Stainless Steel Washers..., Benjamin Maxwell
• Re: Stainless Steel Washers..., Christopher Wright
• Time History Scaling, David Francis Caballero
• FEMA, ASCE, IBC2006, David Francis Caballero
• RE: FEMA, ASCE, IBC2006, Micayas, Julius
• RE: FEMA, ASCE, IBC2006, Scott Maxwell
• LatPro Analysis Software, Andre Sidler
• CA Special Surveying Exam Suggested References, Charles Kane
• Anyone Work (Now or Ever) For A Design-Build Firm? How'd You Handle Specs?, Bill Polhemus
• Re: Time History Scaling, Bill Polhemus
• RE: Anyone Work (Now or Ever) For A Design-Build Firm? How'd You Handle Specs?, Stuart, Matthew
• RE: CA Special Surveying Exam Suggested References, Scott Maxwell
• Re: CA Special Surveying Exam Suggested References, Gerard Madden, SE
• CA special Surveying exam, Bob Freeman
• Re: Time History Scaling, Christopher Wright
• CONCRETE: Hot Base Plate Bearing on Concrete, Bill Polhemus
• Re: CONCRETE: Hot Base Plate Bearing on Concrete, Tom . Hunt
• Bridges, Steve Gordin
• Re: Bridges, Rhkratzse

Thu Jan 31 02:12:13 GMT 2008

• RE: Bridges, Richard L. Hess
• Re: Bridges, Rhkratzse
• RE: Bridges, Nels Roselund
• Re: Bridges, Gerard Madden, SE
• Re: Bridges, Bill Polhemus
• Re: Bridges, Jordan Truesdell, PE
• Re: Bridges, Rhkratzse
• Gross overturning, Matthew
• Re: Gross overturning, Steve Gordin
• Re: Gross overturning, Matthew
• RE: Gross overturning, Garner, Robert
• RE: Gross overturning, William.Sherman
• Re: Gross overturning, Drew Morris
• Re: Gross overturning, Steve Gordin
• Re: Gross overturning, Matthew
• Re: Bridges, Gerard Madden, SE
• Re: Gross overturning, Jnapd
• Re: Gross overturning, Steve Gordin
• (no subject), Jnapd
• Re: Bridges, Steve Gordin
• Re: (no subject), Jordan Truesdell, PE
• Crane rail weld/assembly papers, Jordan Truesdell, PE
• Re: Crane rail weld/assembly papers, Tom . Hunt
• Re: Gross overturning, Alex C. Nacionales
• Re: Bridges, Rhkratzse

Fri Feb 01 00:10:05 GMT 2008

• Re: Crane rail weld/assembly papers, Jason Ericksen
• Home Inspection Services in Orange County, CA?, Bill Allen
• RE: (no subject), Paul Feather
• RE: Crane rail weld/assembly papers, Harold Sprague
• Re: Crane rail weld/assembly papers, Jordan Truesdell, PE
• Welding of studs through deck to steel beams, Michael Hemstad
• More wierd Bldg Dept. requests, bruckmandesign
• RE: More wierd Bldg Dept. requests, David Fisher
• Re: More wierd Bldg Dept. requests, David Topete
• Steel shop drawings, Bob Freeman
• RE: More wierd Bldg Dept. requests, Bill Allen
• RE: Steel shop drawings, Bill Allen
• ASTM, Jason Christensen
• Re: Crane rail weld/assembly papers, Christopher Wright
• Re: Welding of studs through deck to steel beams, Mark Johnson
• Re-roof on 1950's building, mail
• Re: Re-roof on 1950's building, Gerard Madden, SE
• RE: Re-roof on 1950's building, mail
• Re: Re-roof on 1950's building, Gerard Madden, SE
• RE: Re-roof on 1950's building, mail
• Re: ASTM, Benjamin Maxwell
• re-roof 1950's building, Bob Freeman
• RE: ASTM, Jason Christensen
• Re: Stainless Steel Washers..., Benjamin Maxwell
• RE: ASTM, Harold Sprague
• Re: Re-roof on 1950's building, Drew Morris
• RE: Welding of studs through deck to steel beams, Harold Sprague

Sat Feb 02 00:16:31 GMT 2008

• RE: ASTM, Benjamin Maxwell
• RE: Steel shop drawings, Mark Gilligan
• RE: More wierd Bldg Dept. requests, Mark Gilligan
• RE: ASTM, Mark Gilligan
• Re: Bridges, Bill Polhemus

Sun Feb 03 03:02:56 GMT 2008

• NDS 2005 Fe, Bill Allen
• Re: NDS 2005 Fe, canitzcf
• FrameSolver 2D, Ramy Shameia
• Use 8d nails or 10d nails for Structural Panel Shear Walls, Szuchuan Chang
• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Szuchuan Chang
• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Gerard Madden, SE

Mon Feb 04 03:36:16 GMT 2008

• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Chuck Utzman
• pre-fabricated building, domdean
• RE: pre-fabricated building, Stuart, Matthew
• Re: pre-fabricated building, DomDean
• re: retrofit existing roof, Andrew Kester, P.E.
• RE: seaint Digest for 2 Feb 2008, AWC Info
• RE: retrofit existing roof, Gary Loomis
• RE: pre-fabricated building, Gary Loomis
• Another Timber Connection Question, Joseph R. Grill
• RE: pre-fabricated building, Harold Sprague
• Re: More wierd Bldg Dept. requests, ASLCSE
• Re: Another Timber Connection Question, David Topete
• ASCE 7-05 Wind Loads (10psf min.), ASLCSE
• RE: ASCE 7-05 Wind Loads (10psf min.), Jason Christensen
• Re: ASCE 7-05 Wind Loads (10psf min.), Chris Slater
• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Drew Morris
• RE: DBAs and codes..., Benjamin Maxwell
• Canopy, Jnapd
• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Jnapd
• Re: Canopy, Drew Morris
• Another wind question, Jnapd
• Re: Canopy, Ed Najjarine, SE
• Re: Another wind question, David Topete
• Re: Another wind question, Jnapd
• RE: Use 8d nails or 10d nails for Structural Panel Shear Walls, Nels Roselund
• Re: Another wind question, ECVAl3
• Re: Another wind question, Jnapd
• 06 IBC Wind and Seismic Seminar, Steve Gordin

Tue Feb 05 00:02:50 GMT 2008

• RE: 06 IBC Wind and Seismic Seminar, Michel Blangy
• Re: 06 IBC Wind and Seismic Seminar, Steve Gordin
• SDC C or D ... ?, Dave Adams
• Re: SDC C or D ... ?, Drew Morris
• Re: Use 8d nails or 10d nails for Structural Panel Shear Walls, Thor Matteson
• RE: DBAs and codes..., Mark Gilligan
• Database For Controlling Engineering Drawings, Parag Bande
• Another Timber Connection Questio, AWC Info
• AASHTO Plate Girders, g r
• RE: AASHTO Plate Girders, Cummings, Thomas J.
• construction tolerances, j.n.sigalas
• Soils Reports (again), Dave Adams
• RE: construction tolerances, Cummings, Thomas J.
• Enercalc 6, ndz28
• Re: Another wind question, ASLCSE
• Soils Reports (continued), Dave Adams
• Re: Enercalc 6, Chris Slater
• Re: AASHTO Plate Girders, g r
• Fire wall/shear wall on property line, Jeff Hedman
• RE: Soils Reports (again), Haan, Scott M POA
• Re: Soils Reports (again), Daryl Richardson
• RE: Enercalc 6, Michael Brooks
• Re: Fire wall/shear wall on property line, Jordan Truesdell, PE
• Test, Matthew Stuart
• Test, Stuart, Matthew
• Re: Fire wall/shear wall on property line, Jeff Hedman
• Re: Another Timber Connection Questio, Joseph R. Grill
• Re: Fire wall/shear wall on property line, Jordan Truesdell, PE
• Shrinkage of flowable fill against a stone wall, Jim Wilson
• Yet another Wind question, Mark Johnson
• Re: Fire wall/shear wall on property line, Jeff Hedman
• RE: Yet another Wind question, Josh Comfort
• RE: Shrinkage of flowable fill against a stone wall, Nels Roselund
• RE: Shrinkage of flowable fill against a stone wall, dfisher

Wed Feb 06 00:44:25 GMT 2008

• RE: Database For Controlling Engineering Drawings, Conrad Harrison
• Re: Shrinkage of flowable fill against a stone wall, Jim Wilson
• Re: Soils Reports (continued), Chuck Utzman
• WARNING against using Staples in shear walls/diaphragms, Thor Matteson
• Re: construction tolerances, j.n.sigalas
• Re: construction tolerances, Bill Polhemus
• Re: Fire wall/shear wall on property line, Gary L. Hodgson and Assoc.
• Nonlinear property, David Francis Caballero
• Force-controlled and displacement controlled, David Francis Caballero
• STAAD.pro 2007and IBC 2006/AISC Seismic Provisions, Tiffany Lorenzzi
• STAAD.pro 2007and AISC Seismic Table I-8-1, Tiffany Lorenzzi
• Re: Shrinkage of flowable fill against a stone wall, Jordan Truesdell, PE
• Re: Fire wall/shear wall on property line, Jordan Truesdell, PE
• Re: CONCRETE: Hot Base Plate Bearing on Concrete, Bill Polhemus
• Re: CONCRETE: Hot Base Plate Bearing on Concrete, Tom . Hunt
• WARNING against using Staples in shear walls/diaphragms, mrkgp
• RE: Soils Reports (continued), Dave Adams
• Re: AASHTO Plate Girders, g r
• RE: Yet another Wind question, Mark Johnson
• RE: Yet another Wind question, Josh Comfort
• Re: Soils Reports (continued), Chuck Utzman
• RE: Fire wall/shear wall on property line, Jason Emoto
• Re: WARNING against using Staples in shear walls/diaphragms, David Topete
• Re: WARNING against using Staples in shear walls/diaphragms, Benjamin Maxwell
• RE: WARNING against using Staples in shear walls/diaphragms, Richard L. Hess
• RE: Question about Shear wall aspect ratio, Gautam Manandhar
• Re: Question about Shear wall aspect ratio, erik gibbs
• Re: Question about Shear wall aspect ratio, ASLCSE
• RE: WARNING against using Staples in shear walls/diaphragms, Haan, Scott M POA
• RE: Shrinkage of flowable fill against a stone wall, Harold Sprague
• RE: WARNING against using Staples in shear walls/diaphragms, Benjamin Maxwell
• Re: SDC C or D ... ?, Benjamin Maxwell
• Re: WARNING against using Staples in shear walls/diaphragms, Chuck Utzman
• re: canopy wind loads, Andrew Kester, P.E.

Thu Feb 07 00:04:50 GMT 2008

• RE: Yet another Wind question, Scott Maxwell
• RE: Question about Shear wall aspect ratio, Scott Maxwell
• ASCE 3, Benjamin Maxwell
• RE: ASCE 3, Scott Maxwell
• Re: canopy wind loads, Jnapd
• CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing members including wood sheathing., Dennis Wish
• RE: Yet another Wind question, Mark Johnson
• Is it factual that continuous (2) #4 rebar has been eliminated in the code for the foundations and slab turn-down edges?, Dennis Wish
• RE: Yet another Wind question, Scott Maxwell
• Test, Stuart, Matthew
• RE: Test, Jimenez, Jorge A.
• Re: Fire wall/shear wall on property line, Gary L. Hodgson and Assoc.
• Re: AASHTO Plate Girders, Gary L. Hodgson and Assoc.
• Test #2, Lang, Kelly
• Test, Kelly Lang
• RE: Test, Douglas Boyd
• RE: Yet another Wind question, Christopher Banbury
• RE: ASCE 3, Ehrlich, Gary
• RE: Test, Stuart, Matthew
• Re: CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing members including wood sheathing., Jordan Truesdell, PE
• Re: CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing members including wood sheathing., IRV FRUCHTMAN
• Test #3, Kelly Lang
• Reply Test, Matthew Stuart
• Reply Test, dmstuart1
• RE: ASCE 3, Benjamin Maxwell
• Re: Fire wall/shear wall on property line, Benjamin Maxwell
• Test, Kelly Lang
• RE: Test, Sherman, James J. (Jim)
• Re: Shrinkage of flowable fill against a stone wall, Jim Wilson
• (no subject), Jnapd
• Re: CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing mem..., ECVAl3
• RE: Yet another Wind question, Scott Maxwell
• RE: Fire wall/shear wall on property line, Scott Maxwell
• CBC 2007 Summary for Wood, Gerard Madden, SE
• RE: CBC 2007 Summary for Wood, Michel Blangy
• RE: CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing members including wood sheathing., Dennis Wish
• Shop Drawings, domdean
• RE: Shop Drawings, Thor Tandy
• Re: Shop Drawings, Drew Morris
• RE: Shop Drawings, David Fisher
• RE: Shop Drawings, Scott Maxwell
• RE: Shrinkage of flowable fill against a stone wall, Harold Sprague
• Annoying and Inane Building Dept Requests, IV, Andrew Kester, P.E.
• Re: Shop Drawings, Jnapd
• Re: Shop Drawings, Gerard Madden, SE
• Re: Shop Drawings, Jnapd
• Good Reference for Light Gage Metal Framing?, mail
• light gage steel framing, Bob Freeman
• light gage steel framing, Tom . Hunt

Fri Feb 08 00:26:06 GMT 2008

• basic lateral force question, Andrew Kester, P.E.
• Minimum edge distance OR back to the treated lumber question....., Dennis Wish
• Re: Minimum edge distance OR back to the treated lumber question....., Gerard Madden, SE
• RE: Minimum edge distance OR back to the treated lumber question....., Dennis Wish
• RE: Annoying and Inane Building Dept Requests, IV, Dennis Wish
• RE: Minimum edge distance OR back to the treated lumber question....., Scott Maxwell
• Re: Minimum edge distance OR back to the treated lumber question....., Gerard Madden, SE
• Re: Minimum edge distance OR back to the treated lumber question....., Gerard Madden, SE
• RE: STAAD.pro 2007and AISC Seismic Table I-8-1, Poldy Simovitz
• RE: basic lateral force question, Adam Vakiener
• RE: Good Reference for Light Gage Metal Framing?, Ken Loush
• Re: Shop Drawings, Jerry Coombs
• Re: Annoying and Inane Building Dept Requests, IV, Jordan Truesdell, PE
• Re: Shop Drawings, Jordan Truesdell, PE
• Re: Shop Drawings, Gary L. Hodgson and Assoc.
• RE: Minimum edge distance OR back to the treated lumber question....., AWC Info
• Re: Shop Drawings, Jerry Coombs
• Re: Shop Drawings, Jordan Truesdell, PE
• RE: basic lateral force question, Harold Sprague
• Re: Fire wall/shear wall on property line, Jeff Hedman
• RE: basic lateral force question, Scott Maxwell
• RE: Minimum edge distance OR back to the treated lumber question....., Scott Maxwell
• Re: Fire wall/shear wall on property line, Jeff Hedman
• RE: Yet another Wind question, Christopher Banbury
• RE: Minimum edge distance OR back to the treated lumber question....., Dennis Wish
• MultiLat(tm) 2008 - Lateral design spreadsheet ; update, Dennis Wish
• Re: light gage steel framing, Benjamin Maxwell
• Re: Shop Drawings, Benjamin Maxwell
• Re: Fire wall/shear wall on property line, Benjamin Maxwell
• Re: Good Reference for Light Gage Metal Framing?, sutej
• Simpson Titen HD not approved for use in concrete, Jeff Hedman
• Re: Simpson Titen HD not approved for use in concrete, David Topete
• RE: ASCE 3 follow up, Benjamin Maxwell

Sat Feb 09 00:28:46 GMT 2008

• RE: Yet another Wind question, Scott Maxwell
• RE: Fire wall/shear wall on property line, Scott Maxwell
• RE: Yet another Wind question, Mark Johnson
• SEAW Wind Procedure, Joseph R. Grill
• CBO, ASLCSE
• Bending Stress for Southern Pine #2, NDS Example 5, Szuchuan Chang

Sun Feb 10 02:57:57 GMT 2008

• Re: Bending Stress for Southern Pine #2, NDS Example 5, Bill Polhemus
• Re: Bending Stress for Southern Pine #2, NDS Example 5, Szuchuan Chang
• Re: Bending Stress for Southern Pine #2, NDS Example 5, Josh Buckholt
• Re: Bending Stress for Southern Pine #2, NDS Example 5, Szuchuan Chang

Mon Feb 11 13:25:39 GMT 2008

• Re: CBO, Jerry Coombs
• RE: CBO, Michelle Motchos
• RE: Simpson Titen HD not approved for use in concrete, Wendy Allen
• AISC 341 - NonBuilding, Dave Adams
• Re: AISC 341 - NonBuilding, Tom . Hunt
• RE: AISC 341 - NonBuilding, Dave Adams
• RE: AISC 341 - NonBuilding (FOLLOW UP), Dave Adams
• RE: Shop Drawings, Donald Bruckman
• MO P. E. needed for piping project, Ken Peoples
• RE: Shop Drawings & ADR, Christopher Banbury
• RE: Shop Drawings, Christopher Banbury
• Moving Walkway Seismic Restraint, Daniel Popp
• CMU Bond Beam at Control Joint, Paul Blomberg
• spacing limits for concrete beam shear reinforcement, Christopher Banbury
• RE: CMU Bond Beam at Control Joint, Michel, Greg

Tue Feb 12 00:11:05 GMT 2008

• RE: CMU Bond Beam at Control Joint, Scott Maxwell
• RE: CMU Bond Beam at Control Joint, Terry Weatherby
• Fw: PLEASE READ NOW - Real virus, Russell VeRost
• Fw: PLEASE READ NOW - Real virus, Tom . Hunt
• Pre-$%!#&#& metal buildings, Andrew Kester, P.E.
• Re: CBO, ASLCSE
• RE: Pre-$%!#&#& metal buildings, Scott Maxwell
• Openings In Pool wall, Parag Bande
• Re: Moving Walkway Seismic Restraint, Benjamin Maxwell
• Stapled shear wall "warning", Thor Matteson
• RE: SEAW Wind Procedure, Dennis Wish
• Is a garage partially open, open or closed?, Dennis Wish
• OpenOffice.org Calc - Spreadsheet question, Dennis Wish
• Fw: PLEASE READ NOW - Real virus, Trib K Mittra
• Re: SEAW Wind Procedure, Joseph R. Grill
• Re: Pre-$%!#&#& metal buildings, Jim Getaz
• wind load on garages, Andrew Kester, P.E.
• Re: Pre-$%!#&#& metal buildings, Jordan Truesdell, PE
• RE: PLEASE READ NOW - Real virus, Scott Maxwell
• Re: OpenOffice.org Calc - Spreadsheet question, Jordan Truesdell, PE
• RE: PEMB engineers, Christopher Banbury
• RE: Is a garage partially open, open or closed?, Christopher Banbury
• RE: CBO, Ben Yousefi
• Re: spacing limits for concrete beam shear reinforcement, Kipp Martin
• RE: CBO, Tom . Hunt
• RE: spacing limits for concrete beam shear reinforcement, Scott Maxwell
• Re: CBO, ASLCSE
• RE: spacing limits for concrete beam shear reinforcement, Jerry Coombs
• Re: Moving Walkway Seismic Restraint, Daniel Popp
• RE: spacing limits for concrete beam shear reinforcement, Acharya, Suresh
• Re: Moving Walkway Seismic Restraint, Gerard Madden, SE
• Re: Moving Walkway Seismic Restraint, Steve Gordin
• Re: PEMB engineers, Jnapd
• Re: Moving Walkway Seismic Restraint, Daryl Richardson
• Re: PEMB engineers, Jordan Truesdell, PE
• Fw: PLEASE READ NOW - Real virus, Rand W Holtham
• Re: Fw: PLEASE READ NOW - Real virus [OT: not really about viruses], Rhkratzse
• RE: Fw: PLEASE READ NOW - Real virus [OT: not really about viruses], David Fisher
• RE: spacing limits for concrete beam shear reinforcement, Christopher Banbury
• Re: Moving Walkway Seismic Restraint, Benjamin Maxwell

Wed Feb 13 00:34:35 GMT 2008

• Re: Moving Walkway Seismic Restraint, Daniel Popp
• Re: Moving Walkway Seismic Restraint, Chris Slater
• RE: spacing limits for concrete beam shear reinforcement, Scott Maxwell
• RE: spacing limits for concrete beam shear reinforcement, Scott Maxwell
• Re: Pre-$%!#&#& metal buildings, Paul Ransom
• Re: CBO, Gary L. Hodgson and Assoc.
• Re: CBO, Jerry Coombs
• Re: CBO, Gary L. Hodgson and Assoc.
• fibermesh rates, Andrew Kester, P.E.
• Re: fibermesh rates, Jerry Coombs
• Re: fibermesh rates, domdean
• RE: fibermesh rates, Christopher Banbury
• ASCE 7 flood impact load inflation, Christopher Banbury
• Re: fibermesh rates - Performance-Based Concrete..., Benjamin Maxwell
• Local Aspen Colorado Structural Engineer Needed, Stuart, Matthew
• RE: fibermesh rates - Performance-Based Concrete..., Harold Sprague
• Re: PLEASE READ NOW - Real virus, Bill Polhemus
• RE: PLEASE READ NOW - Real virus, Dick_Roberts
• RE: fibermesh rates - Performance-Based Concrete..., Jerry Coombs
• RE: PLEASE READ NOW - Real virus, Michel Blangy
• ASCE 7-05 Cantilevered Columns, Larry Hauer
• RE: ASCE 7-05 Cantilevered Columns, Haan, Scott M POA
• RE: fibermesh rates - Performance-Based Concrete..., Benjamin Maxwell
• Re: ASCE 7-05 Cantilevered Columns, Tom . Hunt
• RE: ASCE 7-05 Cantilevered Columns, Larry Hauer
• Steel Plate Engineering Data..., Benjamin Maxwell
• RE: ASCE 7-05 Cantilevered Columns, Haan, Scott M POA
• RE: Steel Plate Engineering Data..., Scott, William N

Thu Feb 14 00:17:41 GMT 2008

• Re: Steel Plate Engineering Data..., Paul Blomberg
• RE: fibermesh rates - Performance-Based Concrete..., Harold Sprague
• Re: Local Aspen Colorado Structural Engineer Needed, Adjebli
• Re: Steel Plate Engineering Data..., Benjamin Maxwell
• Re: PLEASE READ NOW - Real virus, G Vishwanath
• Re: PLEASE READ NOW - Real virus, Bill Polhemus
• Re: fibermesh rates - Performance-Based Concrete..., Gary L. Hodgson and Assoc.
• Soils Reports under CBC 1802.2, Thor Matteson
• Re: Steel Plate Engineering Data..., Paul Blomberg
• Drilled-in anchors for ungrouted masonry?, Dave Adams
• Viewing the List with MIME, Al Commins
• IBC 2007 Wind calcs., sscholl2(--nospam--at)juno.com
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Paul Feather
• RE: Drilled-in anchors for ungrouted masonry?, Nels Roselund
• Re: Viewing the List with MIME, Chris Slater
• Re: IBC 2007 Wind calcs., Matthew
• RE: IBC 2007 Wind calcs., Paul Feather
• RE: Drilled-in anchors for ungrouted masonry?, Dave Adams
• RE: IBC 2007 Wind calcs., Scott Maxwell
• Re: IBC 2007 Wind calcs., sscholl2(--nospam--at)juno.com
• SOG/fibers cont..., Andrew Kester, P.E.
• Re: Viewing the List with MIME, Mark Johnson
• Re: SOG/fibers cont..., Jerry Coombs
• RE: SOG/fibers cont..., Harold Sprague
• RE: IBC 2007 Wind calcs., Haan, Scott M POA
• RE: SOG/fibers cont..., Donald Bruckman
• RE: Drilled-in anchors for ungrouted masonry?, Nels Roselund
• Re: IBC 2007 Wind calcs., Chris Slater

Fri Feb 15 00:03:58 GMT 2008

• RE: IBC 2007 Wind calcs., Haan, Scott M POA
• ASCE 7-05 Equivalent of CBC Section 1633.2.5 ??, Bill Allen
• RE: Drilled-in anchors for ungrouted masonry?, Dave Adams
• RE: ASCE 7-05 Equivalent of CBC Section 1633.2.5 ??, Bill Allen
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Bill Allen
• RE: IBC 2007 Wind calcs., Paul Feather
• Re: IBC 2007 Wind calcs., Chris Slater
• Re: IBC 2007 Wind calcs. - 2007 CBC load combinations, Neil Moore
• RE: IBC 2007 Wind calcs., Haan, Scott M POA
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• Effects, ECVAl3
• RE: IBC 2007 Wind calcs., Bill Allen
• RE: IBC 2007 Wind calcs., Paul Feather
• RE: IBC 2007 Wind calcs., Haan, Scott M POA
• RE: IBC 2007 Wind calcs., Haan, Scott M POA
• RE: Effects, Haan, Scott M POA
• RE: Drilled-in anchors for ungrouted masonry?, Nels Roselund
• Re: Effects, ECVAl3
• FW: Effects, Haan, Scott M POA
• Re: FW: Effects, Gerard Madden, SE
• Re: Viewing the List with MIME, Kevin Below
• Alternate Wind Provision, S Y Lai
• Re: SOG/fibers cont..., Gary L. Hodgson and Assoc.
• Re: IBC 2007 Wind calcs., Gary L. Hodgson and Assoc.
• RE: SOG/fibers cont..., Jerry Coombs
• Re: SOG/fibers cont..., Jerry Coombs
• Chain Link Fence Backstop, M. David Finley, P.E., P.A.
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: Drilled-in anchors for ungrouted masonry?, Dave Adams
• Re: Chain Link Fence Backstop, Jordan Truesdell, PE
• Re: Chain Link Fence Backstop, Jordan Truesdell, PE
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: Soils Reports under CBC 1802.2, Brian Gerving
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: IBC 2007 Wind calcs., Scott Maxwell
• Re: Alternate Wind Provision, Rhkratzse
• Re: Alternate Wind Provision, Jerry Coombs
• Re: Alternate Wind Provision, Jerry Coombs
• Re: IBC 2007 Wind calcs., Rhkratzse
• RE: Alternate Wind Provision, Scott Maxwell
• Re: Soils Reports under CBC 1802.2, Jnapd
• Re: Soils Reports under CBC 1802.2, Chris Slater
• Re: Soils Reports under CBC 1802.2, Chuck Utzman
• Re: Soils Reports under CBC 1802.2, Rhkratzse
• wind codes..., Andrew Kester, P.E.
• Re: Alternate Wind Provision, Benjamin Maxwell
• RE: Soils Reports under CBC 1802.2, Brian Gerving
• Re: Soils Reports under CBC 1802.2, Rhkratzse
• Re: wind codes..., Jnapd
• Seismic Design Example, ECVAl3

Sat Feb 16 00:17:31 GMT 2008

• RE: SOG/fibers cont..., Harold Sprague
• Re: wind codes..., sscholl2(--nospam--at)juno.com
• Re: Seismic Design Example, Jnapd
• RE: Alternate Wind Provision, sscholl2(--nospam--at)juno.com
• Re: Chain Link Fence Backstop, Gary L. Hodgson and Assoc.
• Re: IBC 2007 Wind calcs., Gary L. Hodgson and Assoc.
• RE: Chain Link Fence Backstop, Scott Maxwell
• Wind Calcs_ Interpolation of Cp Value at flat roof, Joseph R. Grill
• RE: Wind Calcs_ Interpolation of Cp Value at flat roof, Scott Maxwell
• Re: Wind Calcs_ Interpolation of Cp Value at flat roof, Joseph R. Grill
• RE: Wind Calcs_ Interpolation of Cp Value at flat roof, Scott Maxwell
• Re: Fw: PLEASE READ NOW - Real virus [OT: not really about viruses], Paul Ransom
• Re: Moving Walkway Seismic Restraint, Paul Ransom
• RE: Soils Reports under CBC 1802.2, Terry Weatherby
• Re: Soils Reports under CBC 1802.2, Chuck Utzman

Sun Feb 17 04:54:09 GMT 2008

• Re: Soils Reports under CBC 1802.2, Mark Gilligan
• RE: Chain Link Fence Backstop, William.Sherman
• RE: Is a garage partially open, open or closed?, William.Sherman
• RE: CMU Bond Beam at Control Joint, William.Sherman
• Re: Roof Gardens Live load, Szuchuan Chang
• RE: IBC 2007 Wind calcs., William.Sherman
• Re: IBC 2007 Wind calcs., Joseph R. Grill
• RE: ASCE 7-05 Cantilevered Columns, Alexander (Sasha) Itsekson
• Re: Roof Gardens Live load, Jordan Truesdell, PE
• Re: Chain Link Fence Backstop, Jordan Truesdell, PE

Mon Feb 18 00:00:33 GMT 2008

• Re: IBC 2007 Wind calcs., sscholl2(--nospam--at)juno.com
• RE: Roof Gardens Live load, Harold Sprague
• Re: Roof Gardens Live load, Gerard Madden, SE
• Re: Roof Gardens Live load, Gerard Madden, SE
• Re: Seismic Design Example, Szuchuan Chang
• [no subject], edmondo san jose
• RE: Is a garage partially open, open or closed?, Christopher Banbury
• RE: IBC 2007 Wind calcs., Bill Allen
• RE: IBC 2007 Wind calcs., Bill Allen
• RE: IBC 2007 Wind calcs., Scott Maxwell
• RE: ASCE 7-05 Cantilevered Columns, Tom . Hunt
• Another Seismic Design Example, Jason Christensen
• Re: Another Seismic Design Example CsubD, ECVAl3
• Re: Roof Gardens Live load, Erickson, Aaron A.
• ASCE 7-05 Errata - Caution: content contains whining, Bill Allen
• Re: ASCE 7-05 Errata - Caution: content contains whining, Rhkratzse
• RE: ASCE 7-05 Errata - Caution: content contains whining, Donald Bruckman
• RE: ASCE 7-05 Errata - Caution: content contains whining, Bill Allen
• Re: ASCE 7-05 Errata - Caution: content contains whining, ASLCSE
• Re: ASCE 7-05 Errata - Caution: content contains whining, ASLCSE
• RE: Another Seismic Design Example CsubD, Scott Maxwell
• RE: ASCE 7-05 Errata - Caution: content contains whining, Scott Maxwell

Tue Feb 19 02:00:59 GMT 2008

• Re: ASCE 7-05 Errata - Caution: content contains whining, Bill Polhemus
• Adjustment Factor in NDS Appendix N (resistance factor), Szuchuan Chang
• Re: Is a garage partially open, open or closed?, Jnapd
• Re: ASCE 7-05 Errata - Caution: content contains whining, Gary L. Hodgson and Assoc.
• RE: Is a garage partially open, open or closed?, William.Sherman
• Re: Is a garage partially open, open or closed?, Steve Gordin
• Adjustment Factor in NDS Appendix N (resistance factor), AWC Info
• RE: Is a garage partially open, open or closed?, William.Sherman
• RE: Is a garage partially open, open or closed?, Bill Allen
• RE: SOG/fibers cont..., Benjamin Maxwell

Wed Feb 20 16:52:38 GMT 2008

• Another ASCE 7-05 Wind Load Question, Bill Allen
• Re: Another ASCE 7-05 Wind Load Question, Chris Slater
• Re: Another ASCE 7-05 Wind Load Question, Jordan Truesdell, PE
• RE: Another ASCE 7-05 Wind Load Question, Scott Maxwell
• Chapter 17- IBC, Michelle Motchos
• Re: Chapter 17- IBC, Paul Blomberg
• Re: Shamefully Off-Topic: Carbon Christmas, Cindy Chabot
• Re: Shamefully Off-Topic: Carbon Christmas, Drew Morris
• RE: Shamefully Off-Topic: Carbon Christmas, John Gobster
• Styrofoam seal at plywood shear wall sill plate, Trib K Mittra
• RE: Styrofoam seal at plywood shear wall sill plate & bad EN, Trib K Mittra
• en values in CBC Table 2305.2.2(1), Szuchuan Chang
• RE: en values in CBC Table 2305.2.2(1), Tom Skaggs
• Re: Chapter 17- IBC, Tom . Hunt

Thu Feb 21 00:14:40 GMT 2008

• RE: Chapter 17- IBC, Harold Sprague
• RE: Another ASCE 7-05 Wind Load Question, Conrad Harrison
• CBC Code Question on Engineer or Architect of Record, Terry Weatherby
• RE: Another ASCE 7-05 Wind Load Question, Terry Weatherby
• Re: Another ASCE 7-05 Wind Load Question, Drew Morris
• RE: Chapter 17- IBC, Haan, Scott M POA
• RE: Another ASCE 7-05 Wind Load Question, Ehrlich, Gary
• Questions on Design Manual Vol 2, Ex 2, Szuchuan Chang
• RE: Another ASCE 7-05 Wind Load Question, Conrad Harrison
• Flagstaff, AZ, Stuart, Matthew
• Earthquake, Jason Christensen
• RE: CBC Code Question on Engineer or Architect of Record, garyg
• RE: Earthquake, Christopher Banbury
• Re: Earthquake, Neil Moore
• ASCE 7-??, Michel Blangy
• Re: ASCE 7-??, Jnapd
• Re: Earthquake, Daniel Popp
• RE: Earthquake, Marlou Rodriguez
• RE: Earthquake, Bill Allen
• Re: Earthquake, ECVAl3
• [Fwd: Judge says Corps of Engineers is responsible for the New Orleans flooding!], Abolhassan Astaneh-Asl
• Re: Earthquake, David Topete
• Re: Chapter 17- IBC, ASLCSE
• Re: Earthquake (experiencing), Rhkratzse
• Re: CBC Code Question on Engineer or Architect of Record, pj . rodgers
• L Bolt Dimensions, Joseph R. Grill
• Re: L Bolt Dimensions, Tom . Hunt
• RE: Earthquake (experiencing), Acharya, Suresh
• J-bolts or headed studs, Bob Freeman
• RE: Earthquake (experiencing), Bill Allen
• Re: J-bolts or headed studs, Drew Morris
• Re: Earthquake (experiencing), Rhkratzse
• Re: L Bolt Dimensions, Joseph R. Grill

Fri Feb 22 07:43:25 GMT 2008

• Re: Earthquake, Marvin Orse
• precast flat slabs, arme
• Flagstaff, AZ, AWC Info
• Re: Earthquake, David Topete
• Perforate shear wall design and combined shear and uplift on edge nails, Alexander (Sasha) Itsekson
• Perforate shear wall design and combined shear and uplift on edge nails, Tom . Hunt
• Frozen Masonry, Jason Christensen
• Re: Frozen Masonry, Rhkratzse
• re: Frozen Masonry, Jason Christensen

Sat Feb 23 16:01:05 GMT 2008

• Re: precast flat slabs, James Getaz
• re: precast flat slabs, Andrew Kester, PE
• Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Szuchuan Chang
• RE: Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Bill Allen

Sun Feb 24 04:35:17 GMT 2008

• RE: Is a garage partially open, open or closed?, Dennis Wish
• Re: Flagstaff, AZ, sscholl2(--nospam--at)juno.com
• RE: Is a garage partially open, open or closed?, sscholl2(--nospam--at)juno.com
• Looking for Foundation Book, Rich Lewis
• The Structuralist.Net Website is under Construction, Dennis Wish

Mon Feb 25 07:30:50 GMT 2008

• Re: precast flat slabs, arme
• Re: precast flat slabs, arme
• Re: precast flat slabs, I.KATZ
• Re: precast flat slabs, arme
• RE: Is a garage partially open, open or closed?, IRV FRUCHTMAN
• FW: Perforate shear wall design and combined shear and uplift on edge, AWC Info
• RE: Looking for Foundation Book, Harold Sprague
• Strawbale ( use to be RE: Flagstaff, AZ), Marlou Rodriguez
• Re: Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Szuchuan Chang
• LARUCP Amendments, ASLCSE
• RE: LARUCP Amendments, Tom Skaggs
• Lumber mill stamp; aka how to find out what I joist is installed, Jordan Truesdell, PE
• Re: Lumber mill stamp; aka how to find out what I joist is installed, ECVAl3
• ASCE 7-05 Cantilevered Columns‏, Larry Hauer
• Re: Lumber mill stamp; aka how to find out what I joist is installed, Jerry Coombs
• RE: ASCE 7-05 Cantilevered Columns‏, William.Sherman
• Re: LARUCP Amendments, Joseph Harouni
• RE: ASCE 7-05 Cantilevered Columns‏, Larry Hauer
• Re: RE: ASCE 7-05 Cantilevered Columns‏, Jnapd
• RE: ASCE 7-05 Cantilevered Columns?, Acharya, Suresh
• Re: RE: ASCE 7-05 Cantilevered Columns‏, David Topete
• Re: LARUCP Amendments, ASLCSE
• Re: LARUCP Amendments, Phuong Nguyen
• RE: LARUCP Amendments, Phuong Nguyen
• Re: LARUCP Amendments, ASLCSE
• Re: Strawbale ( use to be RE: Flagstaff, AZ), Chris Slater
• RE: Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Alexander (Sasha) Itsekson

Tue Feb 26 00:15:27 GMT 2008

• RE: Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Tom . Hunt
• RE: Looking for Foundation Book, Rich Lewis
• Re: precast flat slabs, Jim Getaz
• Re: Looking for Foundation Book, Jordan Truesdell, PE
• Strawbale methods, Pinyon Engineering
• Re: Strawbale ( use to be RE: Flagstaff, AZ), sscholl2(--nospam--at)juno.com
• RE: Strawbale methods, Marlou Rodriguez
• RE: Strawbale ( use to be RE: Flagstaff, AZ), Marlou Rodriguez
• RE: Strawbale methods, Dave Adams
• RE: Strawbale methods, Michel Blangy
• RE: Strawbale methods, Dave Adams

Wed Feb 27 17:24:48 GMT 2008

• Tempe, AZ, David Fisher
• Topographic Effects, Jnapd

Thu Feb 28 00:40:44 GMT 2008

• Hot Weather Concreting, Terangue Gillham
• Re: Topographic Effects, David Topete
• Re: Hot Weather Concreting, Rhkratzse
• Re: Topographic Effects, Jnapd
• Re: Looking for Foundation Book, James Hannah
• Base Plate design, Andy Heigley
• RE: Base Plate design, Gary Loomis
• RE: Base Plate design, Micayas, Julius
• Re: Base Plate design, Andy Heigley
• RE: Hot Weather Concreting, Harold Sprague
• Pipe Rack Retrofit, Tiffany Lorenzzi
• Re: Base Plate design, Neil Moore
• Hot Weather Concreting, Tom . Hunt
• Re: Base Plate design, Alexander Bausk
• Simplified Seismic Fa, Scott Martin
• Re: Base Plate design, Andy Heigley
• RE: Simplified Seismic Fa, Terry Weatherby
• avoiding expansion joints, j.n.sigalas
• RE: Simplified Seismic Fa, Scott Martin
• Re: Hot Weather Concreting, Paul Blomberg
• Re: Topographic Effects, David Topete
• Re: Topographic Effects, Jnapd
• Re: Topographic Effects, David Topete
• Re: Simplified Seismic Fa, ASLCSE
• butchering steel stud webs - guideline?, Haan, Scott M POA
• Re: Topographic Effects, Jnapd
• Re: Topographic Effects, David Topete
• Sign Structures, Gary L. Hodgson and Assoc.
• RE: butchering steel stud webs - guideline?, Harold Sprague
• Re: Topographic Effects, Jnapd
• RE: Sign Structures, Harold Sprague
• Other List Servers, Wade Sticht, P.E.
• RE: Pipe Rack Retrofit, Harold Sprague
• Re: Topographic Effects, Jnapd
• Re: Topographic Effects, David Topete

Fri Feb 29 03:39:39 GMT 2008

• Re: Other List Servers, erik gibbs
• RE: Topographic Effects, Conrad Harrison
• Re: Strawbale Methods, Thor Matteson
• Re: butchering steel stud webs - guideline?, Jerry Coombs
• Re: Other List Servers, Jerry Coombs
• Re: Sign Structures, Gary L. Hodgson and Assoc.
• Re: Base Plate design, Ray Pixley
• Re: butchering steel stud webs - guideline?, Wade Sticht, P.E.
• re:hot weather concrete, Golding Kent T
• Re: Sign Structures, David Topete
• Re: Sign Structures, Neil Moore
• Torsional Wind Load Cases, Dave Adams
• AISC eLearning, Hewitt, Chris
• RE: AISC eLearning, Garner, Robert
• RE: AISC eLearning, t.w.allen
• Re: AISC eLearning, Jnapd
• RE: AISC eLearning, Garner, Robert
• Safety factors for attaching screws to OSB, Drew Morris
• RE: AISC eLearning, t.w.allen
• RE: AISC eLearning, Garner, Robert
• RE: Sign Structures, Harold Sprague
• Re: AISC eLearning, Chris Hewitt
• Re: Sign Structures, David Topete
• Concrete exposed to seawater, William.Sherman
• Re: Concrete exposed to seawater, David Topete

Sat Mar 01 03:41:44 GMT 2008

• Re: Concrete exposed to seawater, sscholl2(--nospam--at)juno.com
• Re: Sign Structures, Gary L. Hodgson and Assoc.
• Re: Concrete exposed to seawater, bart

Sun Mar 02 19:05:45 GMT 2008

• masonry ancher bolt embedment, Joseph R. Grill
• Safety factors for attaching screws to OSB, Jared Keyser

Mon Mar 03 12:52:07 GMT 2008

• Re: Sign Structures, Gary L. Hodgson and Assoc.
• RE: Sign Structures, Dmitri Wright
• RE: Sign Structures, Jerry Coombs
• RE: Sign Structures, Harold Sprague
• RE: Sign Structures, Harold Sprague
• Overhead Electrical Service Feeder Support, Michel Blangy
• RE: Overhead Electrical Service Feeder Support, Harold Sprague
• RE: Overhead Electrical Service Feeder Support, Garner, Robert
• RE: Concrete exposed to seawater, William.Sherman
• RE: Concrete exposed to seawater, Harold Sprague
• Re: Sign Structures, Jnapd

Tue Mar 04 00:02:25 GMT 2008

• Re: Sign Structures, Rhkratzse
• RE: butchering steel stud webs - guideline?, Haan, Scott M POA
• AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Haan, Scott M POA
• RE: AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Conrad Harrison
• Re: AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Jordan Truesdell, PE
• RE: Concrete exposed to seawater, Harold Sprague
• RE: Concrete exposed to seawater, William.Sherman
• RE: AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Tyler Derden
• RE: Las Vegas Sign Structure, William.Sherman
• RE: Safety factors for attaching screws to OSB, Tom Skaggs
• Testing In-Place Anchor Bolts, seaint04
• RE: Concrete exposed to seawater, sscholl2(--nospam--at)juno.com
• Spectral response maps for areas outside the US, Gray Hodge
• RE: Testing In-Place Anchor Bolts, Harold Sprague
• RE: Spectral response maps for areas outside the US, Harold Sprague
• anchor bolt testing, Bob Freeman
• residential bridge design loads, Chuck Utzman
• Re: Sign Structures, Dmitri Wright
• Re: Las Vegas Sign Structure, Jnapd
• RE: Las Vegas Sign Structure, William.Sherman
• RE: AISC eLearning, William.Sherman
• RE: Las Vegas Sign Structure, Harold Sprague
• Re: Las Vegas Sign Structure, Jnapd

Wed Mar 05 04:25:27 GMT 2008

• RE: Las Vegas Sign Structure, Harold Sprague

Thu Mar 06 04:21:49 GMT 2008

• 3x studs in (E) stud wall (Remodel), erik gibbs
• Re: 3x studs in (E) stud wall (Remodel), Jnapd
• RE: 3x studs in (E) stud wall (Remodel), Conrad Harrison
• Re: residential bridge design loads, Charles Kane
• Re: residential bridge design loads, Steve Gordin
• RE: 3x studs in (E) stud wall (Remodel), Terry Weatherby
• Using Wood-Framed Conventional Construction as a Lateral Shear Resisting Method fior Design, Terry Weatherby
• Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Jnapd
• RE: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting Method for Design, Dave Adams
• RE: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting Method fior Design, Marlou Rodriguez
• Post-its with scales printed on them?, Jordan Truesdell, PE
• Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Jnapd
• RE: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Joseph R. Grill
• Enforcement Question, Paul Feather
• Re: Enforcement Question, Jnapd
• RE: Enforcement Question, Christopher Banbury
• Re: Enforcement Question, Steve Gordin

Fri Mar 07 00:17:27 GMT 2008

• Seismic Design Manual Examples, Michel Blangy
• RE: Post-its with scales printed on them?, Conrad Harrison
• Re: Enforcement Question, sscholl2(--nospam--at)juno.com
• Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., garyg
• RE: Enforcement Question, Paul Feather
• Re: Enforcement Question, Daryl Richardson
• RE: Enforcement Question, Haan, Scott M POA
• Re: Seismic Design Manual Examples, Mark Johnson
• Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Jordan Truesdell, PE
• RE: Enforcement Question, Paul Feather
• Calif. Seismic Retrofit Bill SB 1508, Thor Matteson
• Re: Enforcement Question, Christopher Wright
• Re: Enforcement Question, Daryl Richardson
• Employment opportunity, Paul Feather
• RE: Employment opportunity, David Fisher
• Re: Employment opportunity, Jeff Coronado
• RE: Enforcement Question, Haan, Scott M POA
• Re: Enforcement Question, Neil Moore
• RE: Employment opportunity, Paul Feather
• [no subject], Douglas Boyd
• Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Jnapd
• RE: Enforcement Question, Nels Roselund

Sat Mar 08 00:00:58 GMT 2008

• RE: Seismic Design Manual Examples, Michel Blangy
• RE: Seismic Design Manual Examples, Nels Roselund
• RE: Enforcement Question, Haan, Scott M POA
• Re: Seismic Design Manual Examples, Michel
• Re: Enforcement Question, Gary L. Hodgson and Assoc.
• Re: Enforcement Question, Daryl Richardson

Sun Mar 09 01:57:27 GMT 2008

• Re: 3x studs in (E) stud wall (Remodel), sscholl2(--nospam--at)juno.com

Mon Mar 10 12:19:43 GMT 2008

• Re: Enforcement Question, Gary L. Hodgson and Assoc.
• Re: Enforcement Question, Jerry Coombs
• Re: Enforcement Question, Jordan Truesdell, PE
• ASD - Seismic, David Francis Caballero
• RE: ASD - Seismic, Harold Sprague
• RE: AISC eLearning, Brian S Bossley
• RE: ASD - Seismic, Bill Allen
• LatPro V3.0, Tom Skaggs
• RE: Enforcement Question, Haan, Scott M POA
• RE: ASD - Seismic - Consulting Fee Structure, Harold Sprague
• RE: Enforcement Question, Haan, Scott M POA
• Re: Enforcement Question, ASLCSE

Tue Mar 11 00:46:14 GMT 2008

• "Structuring", Rhkratzse
• Re: Enforcement Question, Jnapd
• RE: Enforcement Question, Haan, Scott M POA
• harold on retainer, Andrew Kester, PE
• QUERY: Structural Clamps for Concrete Piles?, Bill Polhemus
• Re: QUERY: Structural Clamps for Concrete Piles?, Brian Harris
• Re: QUERY: Structural Clamps for Concrete Piles?, Bill Polhemus
• Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• Re: Rigid diaph. analysis with diagonal walls, Daryl Richardson
• Re: Enforcement Question, ASLCSE
• Re: Enforcement Question, ASLCSE
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• RE: Permit, EOR & Enforcement Question, Gaines, David
• Re: Rigid diaph. analysis with diagonal walls, Mike Jones
• RE: Rigid diaph. analysis with diagonal walls, Frank Glazewski
• Re: Rigid diaph. analysis with diagonal walls, Drew Morris
• Re: Permit, EOR & Enforcement Question, ASLCSE
• ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Bill Allen
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• Re: ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Jnapd
• RE: Rigid diaph. analysis with diagonal walls, Richard L. Hess
• RE: ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Harold Sprague
• Re: Rigid diaph. analysis with diagonal walls, Mark Johnson
• Re: ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Jnapd
• Re: harold on retainer, Bill Polhemus
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• Re: harold on retainer, Jnapd

Wed Mar 12 01:42:11 GMT 2008

• Concrete Digestion Tanks, Jeremy White
• Re: Rigid diaph. analysis with diagonal walls, Gary L. Hodgson and Assoc.
• QUERY: Structural Clamps for Concrete Piles?, Jim Getaz
• RE: Rigid diaph. analysis with diagonal walls, Garner, Robert
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• RE: QUERY: Structural Clamps for Concrete Piles?, bill
• RE: ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Larry Hauer
• RE: Concrete Digestion Tanks, Harold Sprague
• RE: Concrete Digestion Tanks, Jeremy White
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• Standard Hook Bend diameters, Joseph R. Grill
• Bend diameters, Joseph R. Grill
• Email being blocked? maybe, Joseph R. Grill
• RE: Alternate Wind Provision, Ehrlich, Gary
• Conc. Bond to plain steel, Larry Hauer
• RE: Alternate Wind Provision, sscholl2(--nospam--at)juno.com
• RE: Conc. Bond to plain steel, Garner, Robert
• Re: Conc. Bond to plain steel, Jordan Truesdell, PE
• Structural Concrete subject to sub zero temp. conditions, Lakshmana Nukala
• Re: Alternate Wind Provision, Jordan Truesdell, PE
• RE: Conc. Bond to plain steel, Frank Glazewski
• RE: Conc. Bond to plain steel, Harold Sprague
• Re: Conc. Bond to plain steel, Rhkratzse
• Re: Alternate Wind Provision, Rhkratzse
• Re: Alternate Wind Provision, Jnapd
• RE: Conc. Bond to plain steel, Larry Hauer
• AISC 341-05 flexural strength of braced frame braces, Haan, Scott M POA
• RE: AISC 341-05 flexural strength of braced frame braces - I meant bases, Haan, Scott M POA

Thu Mar 13 00:00:43 GMT 2008

• AISC 341-05 section 8.5 exception, 2006 IBC 1908.1.16, Haan, Scott M POA
• Re: Alternate Wind Provision, Jnapd
• RE: Alternate Wind Provision, Scott Maxwell
• RE: Email being blocked? maybe, Conrad Harrison
• Masonry ASD Method Question, Salbador Dorado
• Re: Rigid diaph. analysis with diagonal walls, David Merrick
• RE: Rigid diaph. analysis with diagonal walls, Joseph R. Grill
• Wood LEED, Drew Morris
• RE: Wood LEED, Yi Yang
• Masonry Question, Salbador Dorado

Fri Mar 14 02:42:50 GMT 2008

• Re: Wood LEED, erik gibbs
• Re: Rigid diaph. analysis with diagonal walls, Gerard Madden, SE
• Re: Wood LEED, Mark D. Webster
• RE: Masonry Question, Jason Christensen
• RE: Masonry Question, Salbador Dorado
• re: ASD- masonry question, Andrew Kester, P.E.
• RE: Masonry Question, Jason Christensen
• FW: Wood LEED, AWC Info
• RE: Email being blocked? maybe, Joseph R. Grill
• RE: Masonry Question, Scott Maxwell
• RE: Roof Gardens Live load, Ehrlich, Gary
• RE: Masonry Question, Harold Sprague

Sat Mar 15 02:39:34 GMT 2008

• RE: Wood LEED, Bill Allen
• RE: Wood LEED, Scott Maxwell
• RE: Wood LEED, Bill Allen
• RE: Wood LEED, Scott Maxwell
• RE: Wood LEED, jatech
• RE: Wood LEED, Bill Allen
• RE: Wood LEED, Scott Maxwell
• Re: Wood LEED, Gerard Madden, SE
• Re: Wood LEED, Christopher Wright
• off-topic-was- Wood LEED, Bob Freeman

Sun Mar 16 00:47:10 GMT 2008

• Re: Wood LEED, sscholl2(--nospam--at)juno.com
• Re: off-topic-was- Wood LEED, Bill Polhemus
• Re: off-topic-was- Wood LEED, Christopher Wright
• N.Y. Crane Collapse, Michel
• Structural Concrete subject to sub zero temp. conditions, Lakshmana Nukala
• Re: Structural Concrete subject to sub zero temp. conditions, Daryl Richardson

Mon Mar 17 09:09:27 GMT 2008

• Ahkam Syahril is out of the office., Ahkam Syahril
• Danish Wind Turbine disintegrating - Feb.27,2008, KRALIK Georg -NUCLEAR
• Re: Danish Wind Turbine disintegrating - Feb.27,2008, Alexander Bausk
• RE: Wood LEED, Jerry Coombs
• Re: Structural Concrete subject to sub zero temp. conditions, Jerry Coombs
• Re: Danish Wind Turbine disintegrating - Feb.27,2008, Jerry Coombs
• Danish Wind Turbine disintegrating - Feb.27,2008, Tom . Hunt
• Florida PE for Miami Dade louver test, John Sieszycki
• RE: Danish Wind Turbine disintegrating - Feb.27,2008, Scott Maxwell
• Emergency Opening from a concrete tunnel, Micayas, Julius
• Re: Emergency Opening from a concrete tunnel, Daryl Richardson
• N.Y. Crane Collapse, Michel Blangy
• Overcoming Friction, Bill Polhemus
• RE: Overcoming Friction, Shaun Dustin
• RE: Overcoming Friction, Garner, Robert
• Re: Structural Concrete subject to sub zero temp. conditions, Lakshmana Nukala
• Pipe Wall Strength, Michel Blangy
• RE: Danish Wind Turbine disintegrating - Feb.27,2008, Gunnar H. Isleifsson
• Re: Pipe Wall Strength, Christopher Wright
• RE: Pipe Wall Strength, Michel Blangy
• RE: Pipe Wall Strength, Paul Feather
• RE: Pipe Wall Strength, Gunnar H. Isleifsson
• RE: Pipe Wall Strength, Michel Blangy
• Re: Wood LEED, Rhkratzse
• Re: Structural Concrete subject to sub zero temp. conditions, Rhkratzse

Tue Mar 18 02:33:21 GMT 2008

• Re: Structural Concrete subject to sub zero temp. conditions, sscholl2(--nospam--at)juno.com
• RE: Pipe Wall Strength, sscholl2(--nospam--at)juno.com
• Hand-held Calculator Recommended, Wontae Kim
• Re: Wood LEED, Gary L. Hodgson and Assoc.
• Pipe wall strength, G.Bunkers
• RE: Hand-held Calculator Recommended, Bill Allen
• RE: Hand-held Calculator Recommended, Tom Skaggs
• RE: Hand-held Calculator Recommended, bill
• RE: Hand-held Calculator Recommended, David Fisher
• RE: Hand-held Calculator Recommended, Tom Skaggs
• CBC Sect 1633A Exemption, raincat1
• Re: Hand-held Calculator Recommended, Alexander Bausk
• RE: Hand-held Calculator Recommended, Wesley Werner
• excellent article..., David Fisher
• 1979 SBC, Joel Adair
• RE: Pipe Wall Strength -- go for Galambos(?), Acharya, Suresh
• RE: Hand-held Calculator Recommended, Bill Allen
• RE: Hand-held Calculator Recommended -- HP -10C, Acharya, Suresh
• RE: 1979 SBC, Christopher Banbury
• Re: Hand-held Calculator Recommended, Jnapd
• Re: 1979 SBC, Jordan Truesdell, PE
• RE: Hand-held Calculator Recommended, Terry Weatherby
• Re: 1979 SBC [AKA Mickey], Rhkratzse
• Re: CBC Sect 1633A Exemption, Gerard Madden, SE
• Re: Hand-held Calculator Recommended, Gerard Madden, SE
• Re: Hand-held Calculator Recommended, Christopher Wright
• RE: Hand-held Calculator Recommended, ranmoo(--nospam--at)ec.rr.com
• RE: Hand-held Calculator Recommended, Bill Allen
• Re: Hand-held Calculator Recommended, Lloyd Pack
• RE: Hand-held Calculator Recommended, Joel Adair
• RE: Hand-held Calculator Recommended, Shaun Dustin
• 1 Story Rod Braces in CBC2007, Gerard Madden, SE
• Re: Hand-held Calculator Recommended, Christopher Wright
• Re: Hand-held Calculator Recommended, Jordan Truesdell, PE
• RE: Rigid diaph. analysis with diagonal walls, Dennis Wish
• Slab-on-Grade with Rack Loading, Wesley Werner
• Slab-on-Grade with Rack Loading, Tom . Hunt
• stainless steel pipe, Andrew Kester, P.E.

Wed Mar 19 00:00:50 GMT 2008

• 3 Hour Fire Rated Ceiling Assembly, Jim Lutz
• Stainless Steel - answering my own question, Andrew Kester, P.E.
• Re: Hand-held Calculator Recommended, Alex C. Nacionales
• RE: Hand-held Calculator Recommended, Conrad Harrison
• RE: Hand-held Calculator Recommended, Christopher Banbury
• Re: Hand-held Calculator Recommended, Bill Polhemus
• RE: stainless steel pipe, Gunnar H. Isleifsson
• RE: Stainless Steel - answering my own question, Scott Maxwell
• RE: Stainless Steel - answering my own question, Conrad Harrison
• CALCULATOR, ASC
• Re: Hand-held Calculator Recommended, Alex C. Nacionales
• Current SEAOSC Newsletter - President's Editorial in current issue., Dennis Wish
• Re: Hand-held Calculator Recommended, Jordan Truesdell, PE
• Re: Hand-held Calculator Recommended, Gary L. Hodgson and Assoc.
• Re: Tekla Structures Training Centre at William Hare, Chennai, In, G Vishwanath
• RE: Stainless Steel - answering my own question, Ehrlich, Gary
• RE: Hand-held Calculator Recommended, Jim Carey
• 3-hour roof-ceiling assembly, Bob Freeman
• Seismic load on retaining wall, Arturo Martinez
• RE: Hand-held Calculator Recommended, Larry Hauer
• Re: Stainless Steel, Christopher Wright
• Re: Hand-held Calculator Recommended, Mark Johnson
• Re: Hand-held Calculator Recommended, Drew Morris
• RE: Hand-held Calculator Recommended, Donald Bruckman
• Re: Hand-held Calculator Recommended, Christopher Wright
• RE: Hand-held Calculator Recommended, Jason Christensen
• RE: Hand-held Calculator Recommended, Donald Bruckman
• Re: Hand-held Calculator Recommended, Christopher Wright
• 26H8 joists, Drew Morris
• Re: 26H8 joists, Collier, Randy

Thu Mar 20 00:00:57 GMT 2008

• Re: 26H8 joists, Collier, Randy
• Re: seaint Digest for 18 Mar 2008, Paul Ransom
• RE: Stainless Steel, Conrad Harrison
• RE: Hand-held Calculator Recommended, G Vishwanath
• Re: Seismic load on retaining wall, arshad vali
• RE: Seismic load on retaining wall, Thor Tandy
• Seismic on restrained retaining walls, Hugh Brooks
• Re: Seismic on restrained retaining walls, Gerard Madden, SE

Fri Mar 21 15:32:13 GMT 2008

• [no subject], Douglas Boyd
• Re: Tekla Structures Training Centre at William Hare, Chennai, In, Paul Ransom
• RE: Seismic load on retaining wall, Harold Sprague
• RE: Structural Concrete subject to sub zero temp. conditions, Harold Sprague
• RE: Stainless Steel - answering my own question, Harold Sprague
• Wind Load Utility, Chris Slater
• review of another SE's design..., Andrew Kester, P.E.
• RE: review of another SE's design..., Harold Sprague
• Re: review of another SE's design..., Christopher Wright

Sat Mar 22 02:06:42 GMT 2008

• Re: review of another SE's design..., Daryl Richardson
• Re: Structural Concrete subject to sub zero temp. conditions, Lakshmana Nukala
• Re: review of another SE's design..., dfisher
• RE: review of another SE's design..., Thor Tandy
• IBC Eq 21-3, Jared Keyser
• IBC Eq 21-3, Jared Keyser

Sun Mar 23 23:54:58 GMT 2008

• RE: IBC Eq 21-3, Scott Maxwell

Mon Mar 24 02:11:49 GMT 2008

• RE: IBC 21-3, Jared Keyser
• RE: Wood LEED, AWC Info
• approved epoxy anchor, DA ENGINEERING
• RE: approved epoxy anchor, Marlou Rodriguez
• Re: approved epoxy anchor, Gerard Madden, SE
• Place of Public Assembly, Gerard Madden, SE
• RE: approved epoxy anchor, Bill Allen
• RE: Place of Public Assembly, Doug Mayer
• RE: Place of Public Assembly, David Fisher
• RE: Place of Public Assembly, Acharya, Suresh
• Re: approved epoxy anchor, Steve Gordin
• Re: Place of Public Assembly, Gerard Madden, SE
• Re: Place of Public Assembly, Gerard Madden, SE

Tue Mar 25 00:08:37 GMT 2008

• Re: Place of Public Assembly, Gerard Madden, SE
• Re: approved epoxy anchor, erik gibbs
• Bent Gusset Plates on MN I-35W Bridge, Christopher Banbury
• RE: approved epoxy anchor, Marlou Rodriguez
• Re: Bent Gusset Plates on MN I-35W Bridge, Christopher Wright
• Cantilever Column system, Matthew
• RE: Cantilever Column system, Marlou Rodriguez
• RE: Cantilever Column system, Bill Allen
• Soil improvement methods, raja mohan
• soil improvements, Bob Freeman
• Re: Cantilever Column system, Gerard Madden, SE
• Tremie Concrete, Bill Allen
• Re: Tremie Concrete, Jerry Coombs
• Re: Soil improvement methods, Daryl Richardson
• RE: Soil improvement methods, Harold Sprague
• RE: Bent Gusset Plates on MN I-35W Bridge, Harold Sprague
• RE: Tremie Concrete, Harold Sprague
• RE: Tremie Concrete, Bill Allen
• subgrade modulus, abdolnasir kiswani
• ASCE 7-05 wind program, Andrew Kester, P.E.
• RE: subgrade modulus, Bob Freeman
• ASCE being attacked, Will Haynes
• Re: ASCE 7-05 wind program, Chris Slater

Wed Mar 26 00:22:59 GMT 2008

• RE: Cantilever Column system, Terry Weatherby
• RE: subgrade modulus, Haan, Scott M POA
• Re: ASCE being attacked, Stan Caldwell
• Re: ASCE being attacked, Christopher Wright
• Re: Seismic load on retaining wall, ASLCSE
• RE: Seismic load on retaining wall, Arturo Martinez
• What is 2t plastic hinge gusset plate design?, G Vishwanath
• RE: What is 2t plastic hinge gusset plate design?, Michelle Motchos
• Book/reference on tower foundations, Jordan Truesdell, PE
• Re: ASCE being attacked, Bill Polhemus
• Re: Book/reference on tower foundations, Jerry Coombs
• RE: Book/reference on tower foundations, Cummings, Thomas J.
• Re: Book/reference on tower foundations, Jordan Truesdell, PE
• Re: ASCE being attacked, Christopher Wright
• RE: Book/reference on tower foundations, Harold Sprague
• RE: subgrade modulus, Harold Sprague
• Re: subgrade modulus, Steve Gordin
• Re: What is 2t plastic hinge gusset plate design?, Gerard Madden, SE
• RE: ASCE being attacked, Harold Sprague
• Re: What is 2t plastic hinge gusset plate design?, jatech
• RE: ASCE being attacked, David Fisher
• Re: ASCE being attacked, Steve Gordin
• RE: Book/reference on tower foundations, Acharya, Suresh
• RE: ASCE being attacked, Douglas Boyd
• RE: Book/reference on tower foundations, Harold Sprague
• RE: ASCE being attacked, Jerry Coombs
• RE: ASCE being attacked, Scott Maxwell
• RE: ASCE being attacked, Michel Blangy
• Re: ASCE being attacked, Stan Caldwell
• RE: ASCE being attacked, Chance, Acie

Thu Mar 27 00:25:38 GMT 2008

• Archiving Trade Magazines, Ashwin Ranga Swamy
• Re: Archiving Trade Magazines, Jnapd
• Re: ASCE being attacked, Bill Polhemus
• Structural Observation Contract Clause, Michel
• RE: Structural Observation Contract Clause, Conrad Harrison
• RE: ASCE being attacked, sscholl2(--nospam--at)juno.com
• Re: Structural Observation Contract Clause, domdean
• Re: Archiving Trade Magazines, Jerry Coombs
• RE: subgrade modulus, William.Sherman
• RE: subgrade modulus, Truitt Vance
• Re: ASCE being attacked, Daryl Richardson
• RE: ASCE being attacked, Harold Sprague
• RE: subgrade modulus, Harold Sprague
• Programs for cast-in-place Anchors, Mark Johnson
• Re: Programs for cast-in-place Anchors, Jnapd

Fri Mar 28 00:28:36 GMT 2008

• Re: Programs for cast-in-place Anchors, Gerard Madden, SE
• venting a valley rafter?, Jim Wilson
• What is 2t plastic hinge gusset plate design?, Abolhassan Astaneh-Asl
• Scott Threewitt is out of the office., SThreewitt
• Re: Archiving Trade Magazines, G Vishwanath
• ASCE redundancy factor, Michelle Motchos
• Re: What is 2t plastic hinge gusset plate design?, G Vishwanath
• RE: Programs for cast-in-place Anchors, Garner, Robert
• NYC building Code and AISC 13th edition, Ken Peoples
• RE: NYC building Code and AISC 13th edition, Ken Loush
• Re: NYC building Code and AISC 13th edition, Ken Peoples
• Re: Archiving Trade Magazines, Christopher Wright
• Re: Archiving Trade Magazines, Chris Slater
• Re: Archiving Trade Magazines, Jerry Coombs
• Re: Archiving Trade Magazines, Rhkratzse
• Re: Archiving Trade Magazines, Christopher Wright
• Re: ASCE redundancy factor, Szuchuan Chang
• Exposure Categories: ASCE7, IBC, Christopher Banbury
• Re: Exposure Categories: ASCE7, IBC, Drew Morris
• RE: ASCE redundancy factor, Michelle Motchos
• RE: Programs for cast-in-place Anchors, Marlou Rodriguez
• Re: Programs for cast-in-place Anchors, Gerard Madden, SE
• Re: Programs for cast-in-place Anchors, Will Haynes
• www.seismicfactor.com, atc769
• DeSoto Bridge Gusset Plate Damage-Minnesota, Abolhassan Astaneh-Asl
• Re: Archiving Trade Magazines, Daryl Richardson
• Live load under mechanical and solar units at roofs, Marlou Rodriguez
• Re: Live load under mechanical and solar units at roofs [aka beer], Rhkratzse
• RE: Live load under mechanical and solar units at roofs, Doug Mayer
• Re: Live load under mechanical and solar units at roofs, Nancy Tennebaum
• Re: Live load under mechanical and solar units at roofs, Rhkratzse

Sat Mar 29 00:15:19 GMT 2008

• Re: Live load under mechanical and solar units at roofs, Steve Gordin
• Re: Live load under mechanical and solar units at roofs, Rhkratzse
• RE: Live load under mechanical and solar units at roofs, Scott Maxwell
• Re: Live load under mechanical and solar units at roofs, Rhkratzse
• What's happening?, G Vishwanath
• Re: Steel-Detail: What's happening?, cap'n ron
• Re: Steel-Detail: What's happening?, cap'n ron

Sun Mar 30 01:08:59 GMT 2008

• Fundamental Period Question ASCE 7-05 12.8.2, Dennis Wish
• Re: Fundamental Period Question ASCE 7-05 12.8.2, Will Haynes
• House Leveling, Bill Polhemus
• Re: What's happening?, Bill Polhemus
• DeSoto Bridge Gusset Plate Damage-Minnesota, Abolhassan Astaneh-Asl
• RE: Fundamental Period Question ASCE 7-05 12.8.2, Dennis Wish

Mon Mar 31 02:48:08 GMT 2008

• Re: Fundamental Period Question ASCE 7-05 12.8.2, Will Haynes
• Re: House Leveling, sscholl2(--nospam--at)juno.com
• Re: House Leveling, Jerry Coombs
• Re: Fundamental Period Question ASCE 7-05 12.8.2, Jules

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