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SEAINT Mail Archive 2000 (Apr-Jun)

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: 2709

Sat Apr 01 16:25:08 GMT 2000

• Re: stapled sheet metal blocking (wood diaphragm), John Rose
• Re: Structural Engineers becoming isolated from the design team., Lynn H
• Re: Seismology Committee Web page - Rigid/Flexible Part 1, vicpeng
• Re: Structural Engineers becoming isolated from the design team., Richard & audra
• RE: Seismology Committee Web page - Rigid/Flexible Part 1, SEConsultant
• RE: Structural Engineers becoming isolated from the design team., SEConsultant

Sun Apr 02 16:35:21 GMT 2000

• Re: Structural Engineers becoming isolated from the design team, Paul Ransom
• Re: Texas Twisters, Paul Ransom

Tue Apr 04 16:34:53 GMT 2000

• RE: Welding & TI 809-26, Bob Shaw
• Fastener Availability, Robert Rollo
• Vertical Component of Seismiv Loads in Bridges, marfra
• problem with ETABS, HAKAN EZCAN
• Special Concentric Brace Frame Connections, Satish J. Matani
• All in how you Look At It., JCohen
• TEST - DELETE THIS, Debby Hight
• Thanks, Harper, Mark
• RE: TEST - DELETE THIS, Daley, John
• Steel Plate Flooring, Canitz, Charles F NAB02
• Re: AITC pole embedment design, Michael Bryson
• RE: Fastener Availability, Armijo, John J (PWCSD 184)
• Cable suspended structure, Alberto Guida
• Shear Plates & Split Rings, Joseph Harouni
• RE: TEST - DELETE THIS, FERGUSON, GREGORY N
• RE: Vertical Component of Seismiv Loads in Bridges, Polhemus, Bill
• Re: problem with ETABS, Michael Bryson
• RE: Vertical Component of Seismiv Loads in Bridges, Fredericks, Douglas/SAC
• SWEDISH CONCRETE STANDARDS, Tim Mays
• Brick-masonry shear strength, P Dasgupta pg ce
• RE: Shear Plates & Split Rings, Armijo, John J (PWCSD 184)
• vertical component of seismic loads in bridges, marfra
• RE: SWEDISH CONCRETE STANDARDS, Polhemus, Bill
• RE: Structural Engineers becoming isolated from the design team, Polhemus, Bill
• Test - Someone please respond, Troy Madlem
• Re: TEST - DELETE THIS, Roy Sharif M. Sison
• Re: Joist Program, c2
• Existing Brick Structure, Joseph M. Otto, P.E.
• Fw: Steel-Detail: Live erection !!, Fountain Conner
• Broken?, Chanel1096
• Re: Is listserve still functioning?!, David Hall
• Foundation Reinforcement, Joseph Harouni
• Cable suspended structure, Alberto Guida
• Lintel for brick veneer, John Riley
• RE: Shear Plates & Split Rings, Cain, William
• Re: Floor Vibration, Jesus Torres
• Re: Existing Brick Structure, Kirk Haverland

Wed Apr 05 00:00:54 GMT 2000

• RE: Lintel for brick veneer, George Richards, P.E.
• Seismic loads, Mexican Code vs. UBC, Gunnar Hafsteinn Isleifsson
• RE: Shiners, Charles Espenlaub
• Re: Shiners, Omar M. Waqfi
• Who's in Charge ?, Rbengrguy
• Re: Vertical Component of Seismiv Loads in Bridges, Charley Hamilton
• RE: Vertical Component of Seismic Loads in Bridges, Sprague, Harold O.
• Re: Cable suspended structure, Steve Jacobsen
• RE: Fastener Availability, Dionysios J. Pantazis
• Foundation Reinforcement, Roger Turk
• Test: Is the server working? (please delete!), Khashayar Hemmatyar
• RE: Fastener Availability, Sprague, Harold O.
• Re: Brick-masonry shear strength, Nels Roselund
• Re: Cable suspended structure, Alberto Guida
• Re: Shiners, John Rose
• Re: Lintel for brick veneer, c2
• Re: Who's in Charge ?, Charles Greenlaw
• Re: Cable suspended structure, Alberto Guida
• AITC pole embedment design, KSP
• Vertical component of seismic load in bridges, marfra
• Shiners, Joseph Harouni
• Perforated Shearwall Design, Jim Kestner
• Re: Special Concentric Brace Frame Connections, Edward Arrington
• Re: Shear Plates & Split Rings, John Rose
• RE: Cable suspended structure, Sprague, Harold O.
• Is listserve still functioning?!, Khashayar Hemmatyar
• Re: Vertical Component of Seismic Loads in Bridges, Pedro Santos
• Re: AITC pole embedment design, RainCat1
• dual grade steel availability in Ontario, KSP
• Re: Test - Someone please respond, Jake Watson
• RE: dual grade steel availability in Ontario, Bob Shaw
• RE: Who's in Charge ?, Polhemus, Bill
• Re: Perforated Shearwall Design, Paul_Reilly
• Re: dual grade steel availability in Ontario, Majid Sarraf
• 911 or Bat/Firkin Virus, Caldwell, Stan
• RE: Floor Vibration, Charlie Carter
• Re: Floor Vibration, Glauco
• dynamic, Mark D. Baker
• RE: Seismic loads, Mexican Code vs. UBC, Sprague, Harold O.
• Re: Lintel for brick veneer, Bart Needham
• Re: AITC pole embedment design, David Hall
• Design Rules in LA, RajSTC
• RE: AITC pole embedment design, Bill Allen
• RE: 911 or Bat/Firkin Virus, Polhemus, Bill
• RE: dual grade steel A992??, Bob Shaw
• Partition loading, John Riley
• Re: Partition loading, Paul Crocker
• SE designation online?, JGPE1
• Re: Seismic Provisions, Tom . Hunt
• RE: SE designation online?, Todd Hill
• AISC Supplement ?, Tom . Hunt
• Final SAC Report ?, Tom . Hunt
• Re: Seismic loads, Mexican Code vs. UBC, Tom . Hunt
• RE: AISC Supplement ?, Charlie Carter
• RE: AISC Supplement ?, Sprague, Harold O.
• RE: SE designation online?, Scott E Maxwell

Thu Apr 06 00:09:53 GMT 2000

• Wind & Expanded metal mesh, Mike O'Brien
• Re: SE designation online?, EphHirsch
• vertical component of seismic load in bridges, marfra
• Re: Final SAC Report ?, A Moitra pg ce
• RE: SE designation online?, Peter McCormack
• Re: Seismic loads, Mexican Code vs. UBC, Javier Encinas
• RE: Wind & Expanded metal mesh, Sprague, Harold O.
• RE: Wind & Expanded metal mesh, Polhemus, Bill
• SAC Guidelines, Ron O. Hamburger
• RE: dual grade steel A992??, Evan Jorgensen
• RE: Wind & Expanded metal mesh, Armijo, John J (PWCSD 184)
• Re: SE designation online?, David Hall
• Re: Texas Twisters, SASQUAKE
• Wind Loads vs Seismic Loads, Gobo, Gina
• RE: Wind Loads vs Seismic Loads, Sprague, Harold O.

Fri Apr 07 00:38:47 GMT 2000

• RE: SE designation online?, Ray Pixley
• Re: Seismic loads, Mexican Code vs. UBS, Gunnar Hafsteinn Isleifsson
• Re: Texas Twisters, Rbengrguy
• Re: dual grade steel availability in Ontario, Paul Ransom
• Re: SE designation online?, ASQUILALA
• RE: SE designation online?, Scott E Maxwell
• RE: SE designation online?, Bill Allen
• Re: SE designation online?, Charles Greenlaw
• Re: SE designation online?, SDGSE
• Anchored Sheet Pile Walls, PEC - Lake City
• SIte specific ground motion info, Daali, Mohamed
• Re: SE designation online?, vicpeng
• UBC'97, Orthogonal Effects, Alexander Sasha Itsekson
• Strain Gauge Inventor Dies, Jim Warne
• RE: SIte specific ground motion info, Sprague, Harold O.
• RE: SE designation online?, David Hall
• IBC 2000 Adoption??, Bill Allen
• RE: UBC'97, Orthogonal Effects, merrick group
• Re: IBC 2000 Adoption??, Shafat Qazi
• Monitoring of structural behavior, Charlie Carter
• RE: IBC 2000 Adoption??, Yousefi, Ben
• Re: Monitoring of structural behavior, JCohen
• (2)2x vs. 3x in wall anchorage, Mike O'Brien

Sat Apr 08 00:52:27 GMT 2000

• Re: Seismic loads, Mexican Code vs. UBS], carlos arce leon
• Re: (2)2x vs. 3x in wall anchorage, Omar M. Waqfi
• RE: Perforated Shearwall Design, Sid Danandeh
• RE: SE designation online?, Ray Pixley
• Re: (2)2x vs. 3x in wall anchorage, Sam Chang
• Re: IBC 2000 Adoption??, John Rose
• Re: Anchored Sheet Pile Walls, Mark Baker
• Building Retrofitting, Jose Mendez
• Re: Monitoring of structural behavior, Majid Sarraf
• cmu wall support on steel " I" BM, Francisco Duarte
• Re: Monitoring of structural behavior, Mark Ketchum
• RE: SE designation online?, Scott E Maxwell
• Re: cmu wall support on steel " I" BM, Scott E Maxwell
• Re: Monitoring of structural behavior, Bruce Westermo
• Re: cmu wall support on steel " I" BM, GEOHAK

Sun Apr 09 01:08:17 GMT 2000

• RE: SE designation online?, Ray Pixley
• IBC Adoption, Ron O. Hamburger
• A bridge Rescue, AGHBAL YOUNESSE
• Re: SE designation online?, Wael Shabana
• Re: SE designation online?, David Hall
• Existing steel joist manufacturer?, Munn, Dan
• Re: Existing steel joist manufacturer?, c2
• Re: cmu wall support on steel " I" BM, Mark Gilligan

Mon Apr 10 00:46:35 GMT 2000

• Re: Existing steel joist manufacturer?, Philip T. Hodge
• Re: cmu wall support on steel " I" BM, Scott E Maxwell
• RE: Existing steel joist manufacturer?, Rogers, Robert
• RE: IBC 2000 Adoption??, Roger Davis
• stringer-cross beam(floor beam) connection question, Gil Heungbae
• FIB, CEB + FIP, Marcelo Picarelli
• externally reinforcing concrete beams, MSSROLLO
• Re: externally reinforcing concrete beams, Kirk Haverland
• Virus Software - InoculateIT, RajSTC
• RE: externally reinforcing concrete beams, Polhemus, Bill
• RE: Virus Software - InoculateIT, Ed Marshall
• precomposite deflection limits, Kirk Haverland
• RE: Virus Software - InoculateIT, Caldwell, Stan
• RE: Seismic loads, Mexican Code vs. UBS, thanks, Gunnar Hafsteinn Isleifsson
• Re: Virus Software - InoculateIT, Fountain Conner
• 'K' tables for concrete, Robert Rollo
• RE: precomposite deflection limits, Charlie Carter
• RE: Design Rules in LA, Becker, Rick
• Structures to divert sliding snow @ eave, Steve Brackman
• Consulting, Rex Donahey
• 1.1 Multiplier for Seismic Forces in Concrete and Masonry, Attila Beres
• Re: precomposite deflection limits, Rick Burch

Tue Apr 11 00:03:30 GMT 2000

• Re: Structures to divert sliding snow @ eave, Parkerres
• Vibrating Equipments, Jonathan G. Sevilla, CE
• 'K' tables for concrete, Roger Turk
• Comp: Need recommendation for Laptop Network Card, SEConsultant
• Re: Structures to divert sliding snow @ eave, Peter McCormack
• Re: Floor Vibration, Christopher Wright
• RE: UBC'97, Orthogonal Effects, Alexander Sasha Itsekson
• Frames RC..predimension, Pablo Arrieta
• California PE, Gobo, Gina
• RE: tube brace, Matthew Jordan
• Re: Virus Software - InoculateIT, RajSTC
• RE: tube brace, Dan Vines
• RE: tube brace, BILL PULYER
• RE: tube brace, Charlie Carter
• RE: tube brace, Mike Valley
• RE: California PE, Polhemus, Bill
• Re: Vibrating Equipments, RajSTC
• 'K' tables, Dick_Roberts
• RE: Virus Software - InoculateIT, Polhemus, Bill
• RE: stringer-cross beam(floor beam) connection question, Sprague, Harold O.
• RE: 'K' tables for concrete, Jim Persing

Wed Apr 12 00:53:04 GMT 2000

• RE: tube brace, merrick group
• Re: Vibrating Equipments, Ma. Teresita A Gui
• Re: tube brace, Jake Watson
• Re: UBC'97, Orthogonal Effects, Jake Watson
• Bidding ethics, Nels Roselund
• STEEL BEAM-TO-COLUMN CONNECTION, A Moitra pg ce
• Re: Bidding ethics, Jim Kestner
• RE: Bidding ethics Related, Zachary Goswick
• Re: Bidding ethics, JCohen
• Re: Bidding ethics Related, Jim Kestner
• Bidding ethics, Roger Turk
• RE: Bidding ethics Related, Mark Ketchum
• RE: Bidding ethics, Mark Gilligan
• Re: Virus Software - InoculateIT, Greg Smith
• steel beam penetrations, Panos Trochalakis
• RE: steel beam penetrations, Mark E. Deardorff
• Re: steel beam penetrations, Panos Trochalakis
• RE: Bidding ethics, Polhemus, Bill
• RE: Bidding ethics, Polhemus, Bill
• RE: Bidding ethics Related, Polhemus, Bill
• Re: Bidding ethics, Jim Kestner
• RE: Bidding ethics, Polhemus, Bill
• RE: Bidding ethics, Polhemus, Bill
• RE: Bidding ethics Related, Polhemus, Bill
• Re: Bidding ethics Related, Jim Kestner
• RE: Bidding ethics Related, Roger Turk
• Re: steel beam penetrations, Lanny J. Flynn
• Dynamic Analysis - STAAD III, RajSTC
• Re: Dynamic Analysis - STAAD III, Christopher Wright

Thu Apr 13 00:01:44 GMT 2000

• Re: Dynamic Analysis - STAAD III, José Manuel Domingues Oliveira
• RE: Vibrating Equipments, Sherman, William
• Re: steel beam penetrations, Mike O'Brien
• big building, Mike582345058
• Re: Bidding ethics, Rlfong
• Re: steel beam penetrations, Glauco
• Re: steel beam penetrations, Roger Turk
• RE: Vibrating Equipments, Sprague, Harold O.
• Re: cmu wall support on steel " I" BM, BSmithSE
• Re: big building, Martin W. Johnson
• Re: big building- Delta IV, desi . kiss
• Properties for M14x17.2 during 1970, Susan Tuong
• code soil values vs. site specific values, seaint-return
• Avalanche Loading Design Info, Jerry Middaugh
• RE: code soil values vs. site specific values, Polhemus, Bill
• RE: Vibrating Equipments, Sherman, William
• ETABS - live loads on Rigid Diaphr., Edward Arrington
• Re: Avalanche Loading Design Info, Barry H. Welliver
• RE: Avalanche Loading Design Info, Scott, William N.
• RE: ETABS - live loads on Rigid Diaphr., Mark Rodgers
• RE: ETABS - live loads on Rigid Diaphr., Mike Valley
• RE: code soil values vs. site specific values, SEConsultant
• RE: ETABS - live loads on Rigid Diaphr., Mike Valley
• RE: Properties for M14x17.2 during 1970, Olive, Harry
• Re: code soil values vs. site specific values, vicpeng
• Properties for M14x17.2 during 1970, Roger Turk
• Re: Properties for M14x17.2 during 1970, Greg Smith
• Good Luck, David Hall
• RE: code soil values vs. site specific values, Caldwell, Stan
• 1.1 Multiplier for Seismic Forces in Concrete and Masonry, Attila Beres
• RE: code soil values vs. site specific values, Cain, William
• Re: 1.1 Multiplier for Seismic Forces in Concrete and Masonry, David Hall
• FW: ETABS - live loads on Rigid Diaphr., T. Eric Gillham PE

Fri Apr 14 00:07:53 GMT 2000

• Re: big building, James Lane, P.E.
• Bidding Ethics, mkrakower
• RE: code soil values vs. site specific values, SEConsultant
• Flowchart Software, Canitz, Charles F NAB02
• RE: Good Luck, Polhemus, Bill
• RE: Flowchart Software, Polhemus, Bill
• Flowchart Software, Roger Turk
• Code Soil Values vs. Site Specific, E.B.Davison, P.Eng.
• Plan Irr. Shear Walls, Larry Hauer
• RE: Flowchart Software, Sprague, Harold O.
• RE: Flowchart Software, Sprague, Harold O.
• yield stress, A Moitra pg ce
• Beam Bearing Plate Bolts, Richard Lewis
• Plan Irr. for Shear Walls, Larry Hauer
• Re: yield stress, Christopher Wright
• RE: code soil values vs. site specific values, Caldwell, Stan
• RE: Code Soil Values vs. Site Specific, Caldwell, Stan
• RE: code soil values vs. site specific values, Caldwell, Stan
• RE: Beam Bearing Plate Bolts, Sprague, Harold O.
• Re: code soil values vs. site specific values, Paul Feather
• Visually Graded Lumber Design Values, vicpeng
• code soil values vs. site specific values, merrick group
• Visually graded lumber, JCohen
• RE: Visually Graded Lumber Design Values, seaint-return
• Re: Code Soil Values vs. Site Specific, E.B.Davison, P.Eng.
• Fw: Visually Graded Lumber Design Values, vicpeng
• Re: Visually graded lumber, Peter McCormack
• RE: Visually Graded Lumber Design Values, Cain, William
• Two types of building vibrations, John Riley
• Re: Visually Graded Lumber Design Values, vicpeng
• Re: Code Soil Values vs. Site Specific, Rick . Drake
• Re: Plan Irr. for Shear Walls, Julian Chu
• Way Off Topic...Sorry!, Caldwell, Stan
• Re: code soil values vs. site specific values, Chris Lillback
• FREE! Base Isolation Workshop, Constantine Shuhaibar
• MIL HANDBOOK 5H FYI, DEVERE, PETER P. (JSC-ES)
• Re: Visually Graded Lumber Design Values, vicpeng
• Re: Subject: Flowchart Software, Jonathan G. Sevilla, PE
• CAST CONCRETE VS. PRECAST R.C. T-JOIST, Jonathan G. Sevilla, PE

Sat Apr 15 00:05:34 GMT 2000

• Re: Two types of building vibrations, Scott E Maxwell
• RE: Beam Bearing Plate Bolts, Scott E Maxwell
• Re: Visually Graded Lumber Design Values, Scott E Maxwell
• Woodworks 2000 Shearwall, Brad Friederichs

Mon Apr 17 00:25:16 GMT 2000

• Fwd: This is fabulous, Yank2002
• Re: Visually Graded Lumber Design Values, Peter McCormack
• field welded moment connection design, KSP
• Payloader Slab Design, Ed Fasula
• RE: Payloader Slab Design, Scott, William N.
• RE: Payloader Slab Design, Polhemus, Bill
• Re: Payloader Slab Design, Jim Kestner
• RE: field welded moment connection design, Charlie Carter
• RE: Payloader Slab Design, Sprague, Harold O.
• Re: Visually Graded Lumber Design Values, vicpeng
• Re: Payloader Slab Design, mwalstad
• Sill Pl's and the 97 Code, Paul Feather
• SAP2000, Lutz,James
• Payloader Slab Design, Roger Turk
• RE: Payloader Slab Design, Sprague, Harold O.
• Re: Sill Pl's and the 97 Code, Robert Shaffer
• Project Management, Steve Brackman
• Lb and inflection points., MRodrig273

Tue Apr 18 01:45:41 GMT 2000

• Re: Project Management, Greg Smith
• Re: Re: field welded moment connection design, Richard Lewis
• Study materials for Structural I exam, Jack_Creviston
• RE: Project Management, Sprague, Harold O.
• RE: Study materials for Structural I exam, John C. Jones
• Re: Project Management, Peter McCormack
• Re: Study materials for Structural I exam, Peter McCormack
• Re: Study materials for Structural I exam, Randy Diviney
• RE: Study materials for Structural I exam, Polhemus, Bill
• Re: Lb and inflection points., Rick . Drake
• RE: Study materials for Structural I exam, Todd Hill
• RE: Study materials for Structural I exam, Scott E Maxwell
• RE: Study materials for Structural I exam, Albert Meyer
• Structural Engineer's Career Path: A Circle?, Polhemus, Bill
• Beam Bracing, Larsen, Trevor
• RE: Beam Bracing, Daley, John
• RE: Study materials for Structural I exam, Dionysios J. Pantazis
• RE: Study materials for Structural I exam, David Hall
• repairing after quake, Hakan Ezcan
• Beam Bracing, Roger Turk
• RE: Structural Engineer's Career Path: A Circle?, Sprague, Harold O.
• Tank Seismic Restraint, John Schenne
• Re: Structural Engineer's Career Path: A Circle?, John Riley

Wed Apr 19 00:02:55 GMT 2000

• Re: repairing after quake, fturner
• News from the IBC front, Yousefi, Ben
• Average salary, Tomas Matta Geddes
• Re: Project Management, M.Nadkarni
• ASCE Design Loads on Structures During Construction FREE!!!, merrick group
• Re: Beam Bracing, Chanel1096
• RE: Structural Engineer's Career Path: A Circle?, Ritter, Mike
• Column Base Pocket in Slab, Richard Lewis
• column base plate anchor bolts, PFFEI
• Wood Frame Floors - Level requirements, Bruce D Pooley
• RE: column base plate anchor bolts, Acie Chance
• RE: Column Base Pocket in Slab, Steve Brackman
• RE: column base plate anchor bolts, Cain, William
• Column Base Pocket in Slab, Roger Turk
• RE: Wood Frame Floors - Level requirements, Charles Espenlaub
• RE: Column Base Pocket in Slab, Polhemus, Bill
• Re: column base plate anchor bolts, Nels Roselund
• RE: Re: field welded moment connection design, Charlie Carter
• RE: Wood Frame Floors - Level requireme, Roger Turk
• Re: Wood Frame Floors - Level requirements, Charles Greenlaw
• RE: Column Base Pocket in Slab, Sprague, Harold O.
• Steel Bridge Conference and Short Course, Majid Sarraf
• Re: Way Off Topic...Sorry!, Teresa Dellies
• RE: Column Base Pocket in Slab, Brian K. Smith

Thu Apr 20 00:09:06 GMT 2000

• Retaining Wall Loading, RainCat1
• When do you suspend service, Dennis S. Wish
• cantilevered columns, Michael Zaitz
• Re: High-load plywood shear walls, Charles Greenlaw
• Re: High-load plywood shear walls, John Rose
• Re: High-load plywood shear walls, Jake Watson
• Re: When do you suspend service, Philip T. Hodge
• When do you suspend service, Lynn H
• Re:, Paul Feather
• RE: When do you suspend service, Mark E. Deardorff
• RE: cantilevered columns, Dennis S. Wish
• Re: When do you suspend service, vicpeng
• RE: When do you suspend service, Dennis S. Wish
• When do you suspend service, Roger Turk
• Re: When do you suspend service, Nels Roselund
• RE: When do you suspend service, Mark E. Deardorff
• globalization, Jennifer Chu
• RE: When do you suspend service, Harper, Mark
• RE: When do you suspend service, Mark Gilligan
• Re: When do you suspend service, JGPE1
• Re: Retaining Wall Loading, Javier Encinas
• Re: cantilevered columns, John Riley
• RE: cantilevered columns, Sprague, Harold O.
• Project Portals, Jennifer Chu
• Re: When do you suspend service, Chris Lillback
• Managing Business, Steve Brackman
• Re: When do you suspend service, Greg Smith
• RE: Tank Seismic Restraint, Ron Hill
• Re: High-load plywood shear walls, Mike O'Brien
• RE: Project Portals -International Team Collaboration, Dennis S. Wish
• Re: When do you suspend service, GEOHAK
• Re: Managing Business, Jim Kestner
• RE: When do you suspend service, Sprague, Harold O.
• FBI Search (Off Topic Again, Sorry), Caldwell, Stan
• Re: FBI Search (Off Topic Again, Sorry), Peter McCormack
• RE: Project Portals -International Team Collaboration, Sprague, Harold O.
• RE: When do you suspend service, Caldwell, Stan
• RE: Project Portals, Charlie Carter
• RE: FBI Search (Off Topic Again, Sorry), Sprague, Harold O.
• Re: FBI Search (Off Topic Again, Sorry), Randy Diviney
• RE: When do you suspend service, Mark E. Deardorff
• RE: Managing Business, Dennis S. Wish
• RE: FBI Search (Off Topic Again, Sorry), Dennis S. Wish
• RE: cantilevered columns, Dennis S. Wish
• Re: RE: Tank Seismic Restraint, Steve Powell
• Re: When do you suspend service, GEOHAK
• Re: FBI Search (Off Topic Again, Sorry), Philip T. Hodge
• Re: FBI Search (Off Topic Again, Sorry), Teresa Dellies

Fri Apr 21 01:56:59 GMT 2000

• Re: When do you suspend service, c2
• RE: ...suspend service .. SOLUTION?????, Dennis S. Wish
• Re: ...suspend service .. SOLUTION?????, vicpeng
• Structural Engineer's Career Path: A Circle?, CarlS95
• Fwd: ...suspend service .. SOLUTION?????, GEOHAK
• Re: ...suspend service .. SOLUTION?????, Jie Lu, P.E., S.E.
• Bent Clip Plates, Canitz, Charles F NAB02
• RE: Bent Clip Plates, Charlie Carter
• Re: Bent Clip Plates, Andy Costello
• RE: Bent Clip Plates, Paul Pilarski
• When do you suspend service, Williston L. Warren, IV - S.E.
• RE: When do you suspend service, George Richards, P.E.
• "Home-Built" Trusses, Fountain Conner
• Re: "Home-Built" Trusses, Edwin Schmeckpeper
• Re: "Home-Built" Trusses, David Hall
• RE: "Home-Built" Trusses, Mark E. Deardorff
• 2000 SEAOC Convention Poster Sessions, Constantine Shuhaibar
• Re: "Home-Built" Trusses, Jim Kestner
• Re: "Home-Built" Trusses, Jim Kestner
• High-strength bolts, SMEZSEZ
• RE: High-strength bolts, Bob Shaw

Sat Apr 22 06:30:30 GMT 2000

• Re: "Home-Built" Trusses, John Rose

Sun Apr 23 22:44:10 GMT 2000

• test message, Dennis S. Wish
• Re: test message, Jake Watson
• Re: test message, Chris Lillback
• Re: test message, David Hall

Mon Apr 24 06:44:24 GMT 2000

• RE: test message, Dennis S. Wish
• Re: test message, r nester
• RCI's 2000 BUILDING ENVELOPE SYMPOSIA, JCohen
• Re: "Home-Built" Trusses, MSSROLLO
• RE: High-strength bolts, Sprague, Harold O.
• RE: test message, Caldwell, Stan
• RE: Bent Clip Plates, Sprague, Harold O.
• "Been over 20 years now, and none of hem have fallen that I know of.", TARNO COLEMAN
• Happy Holidays..., DAVE HUNT
• RE: test message, Dennis S. Wish
• RE: "Been over 20 years now, and none of hem have fallen that Iknow of.", Mark E. Deardorff
• Thank you all -- Re: "Home-Built" Trusses, Fountain Conner
• Rusted rebars, Julian Chu
• RE: News from the IBC front, Bill Allen
• RE: FBI Search (Off Topic Again, Sorry), Bill Allen
• Snow Drift, Todd Hill
• RE: [StrucTX] Truss Diagonals in Compression (AASHTO), Charlie Carter
• Re: Truss Diagonals in Compression (AASHTO), Jonathan Mallard
• RE: News from the IBC front, Mike Valley
• RE: Truss Diagonals in Compression (AASHTO), Charles Espenlaub
• Steel Plate Availability, Tom . Hunt
• RE: Rusted rebars, Sprague, Harold O.
• Truss Diagonals in Compression (AASHTO), Polhemus, Bill
• Re: Rusted rebars, Dr. Ravi Sinha
• RE: Truss Diagonals in Compression (AASHTO), Ritter, Mike
• Re: FBI Search (Off Topic Again, Sorry), Charley Hamilton
• RE: FBI Search (Off Topic Again, Sorry), Dan Vines
• ASTM A513 Tubing, Nicholas Blackburn
• Re: Steel Plate Availability, Ed . Haninger
• Beams replacement, AGHBAL YOUNESSE
• Re: FBI Search (Off Topic Again, Sorry), Greg Smith
• RE: Truss Diagonals in Compression (AASHTO), Cain, William

Tue Apr 25 00:12:02 GMT 2000

• RE: Snow Drift, Sprague, Harold O.
• Truss Diagonals in Compression (AASHTO), Roger Turk
• RE: Steel Plate Availability, Sprague, Harold O.
• Re: Steel Plate Availability, desi . kiss
• RE: Truss Diagonals in Compression (AASHTO), Sprague, Harold O.
• Re: Truss Diagonals in Compression (AASHTO), Philip T. Hodge
• Re: Rusted rebars, TARNO COLEMAN
• RE: Truss Diagonals in Compression (AASHTO), Acie Chance
• Re: Truss Diagonals in Compression (AASHTO), Rick . Drake
• 1000 year old Engineering wonder, Rbengrguy
• Re: 1000 year old Engineering wonder, Greg Smith
• Re: Rusted rebars, Mark Gilligan
• Design rules / codes for the USA, Harzer
• RE: 1000 year old Engineering wonder, Greatorex, Alan R ERDC
• RE: 1000 year old Engineering wonder, Christopher Wright
• Re: Snow Drift, Rick Byrd
• Fw: Vacancy Announcement in FEMA's Mitigation Directorate, JCohen
• RE: 1000 year old Engineering wonder, Sprague, Harold O.
• RE: ASTM A513 Tubing, Sprague, Harold O.
• RE: News from the IBC front, Yousefi, Ben
• SLAB ON GRADE, NDZ28
• RE: News from the IBC front, Roger Turk
• RE: ASTM A513 Tubing, Sprague, Harold O.
• RE: SLAB ON GRADE, Dennis S. Wish
• RE: SLAB ON GRADE, Sprague, Harold O.
• Re: SLAB ON GRADE, Charles Greenlaw
• Re: SLAB ON GRADE, Richard Lindenberg
• Re: SLAB ON GRADE, Gary Chock
• RE: SLAB ON GRADE, Roger Davis
• Re: Design rules / codes for the USA, Nels Roselund
• RE: Beams replacement, Sprague, Harold O.
• Dynamics television program, Sprague, Harold O.
• Re: Dynamics television program, Greg Smith
• Employment Oppurtunity!!!!, Ajay Mallik
• Re: Dynamics television program, desi . kiss
• Re: High-strength bolts, Paul Ransom
• Re: Dynamics television program, Peter McCormack
• Re: Design rules / codes for the USA, Scott E Maxwell
• Out of Plane Wall Deflections - Wood Walls, Gobo, Gina
• RE: Out of Plane Wall Deflections - Wood Walls, Ed Marshall
• RE: Out of Plane Wall Deflections - Wood Walls, Ed Marshall
• 'Way Off Topic -- Hellooo, Aussies, Fountain Conner

Wed Apr 26 00:27:54 GMT 2000

• Bolted Column Splices, Tom . Hunt
• FIELD NAILING SPACING?, Francisco Duarte
• RE: FIELD NAILING SPACING?, George Richards, P.E.
• RE: FIELD NAILING SPACING?, Dennis S. Wish
• Re: Design rules / codes for the USA, Edward Arrington
• Re: Dynamics television program, Rbengrguy
• tramway design, Brad Friederichs
• Re: SLAB ON GRADE, Laurence B. Oeth
• ASD vs. LRFD, Scott E Maxwell
• Re: ASD vs. LRFD, Larry Hauer
• Re: ASD vs. LRFD, Mario A. Tioli D.
• ASD vs. LRFD, CarlS95
• RE: ASD vs. LRFD, Steve Bigham
• RE: ASD vs. LRFD, Kipke, Richard
• Re: ASD vs. LRFD, Fountain Conner
• ASD vs. LRFD, Roger Turk
• RE: ASD vs. LRFD, Ritter, Mike
• Re: ASD vs. LRFD, Pat Ebner
• RE: ASD vs. LRFD, Ritter, Mike
• beam gages, seaint-return
• BOCA vs IBC, KSP
• Re: ASD vs. LRFD, Christopher Wright
• Re: ASD vs. LRFD, Arvind K. Bisarya
• RE: ASD vs. LRFD, BILL PULYER
• RE: ASD vs. LRFD, Sprague, Harold O.
• Re: ASD vs. LRFD, Jim Kestner
• Remove, Carlos Manuel Ferrer Gisbert
• RE: Bolted Column Splices, Sprague, Harold O.
• Max weld size, Harper, Mark
• RE: ASD vs. LRFD, Harper, Mark
• Remove from e-mail distribution server, Eduard Rosa
• Re: ASD vs. LRFD, Fountain Conner
• Re: ASD vs. LRFD, Paul Feather
• LRFD, Tom . Hunt
• Re: ASD vs. LRFD, PEC - Lake City
• RE: ASD vs. LRFD, Gobo, Gina
• Re: SLAB ON GRADE, chuckuc
• Re: ASD vs. LRFD, EphHirsch
• RE: ASD vs. LRFD, Lutz,James
• RE: Steel Plate Availability, Harper, Mark
• Re: ASD vs. LRFD, npitera
• Re: ASD vs. LRFD, Randy Russ
• ASD vs LRFD, E.B.Davison, P.Eng.
• A Cautionary Tale (Was: LRFD), Polhemus, Bill
• RE: ASD vs. LRFD, Steve Brackman
• Re: ASD vs. LRFD, Lynn H
• Re: ASD vs. LRFD, Paul Feather
• RE: BOCA vs IBC, Sprague, Harold O.
• Re: BOCA vs IBC, Peter McCormack
• RE: Max weld size, Charlie Carter
• Re: ASD vs. LRFD, Rick . Drake
• Re: ASD vs. LRFD, Kirk Haverland
• Re: ASD vs. LRFD, npitera
• RE: ASD vs. LRFD, Peter McCormack
• Re: ASD vs. LRFD, Chad Grinsteiner
• RE: ASD vs. LRFD, Charlie Carter
• RE: ASD vs. LRFD, Bill Allen
• Autocad Routine for Mass Properties, Dennis S. Wish
• RE: ASD vs. LRFD, Cain, William

Thu Apr 27 00:12:22 GMT 2000

• Re: ASD vs. LRFD, Neil Glaser
• Re: ASD vs. LRFD, Charles Greenlaw
• Why? (Was: ASD vs. LRFD), Polhemus, Bill
• Light Gauge Info, Paul Feather
• RE: IBC, Rho Factors, 10/lw, and Influece of FEMA/NEHRP Folks, Ron O. Hamburger
• Re: ASD vs. LRFD, RainCat1
• Re: ASD vs. LRFD, DAVID N. MARTIN, P.E
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Charlie Carter
• RE: ASD vs. LRFD, Mike Valley
• Re: ASD vs. LRFD, Christopher Wright
• Re: ASD vs. LRFD, Christopher Wright
• Re: ASD vs. LRFD, Philip T. Hodge
• More Interesting Questions from the Peer Reviewer, Polhemus, Bill
• Re: 'Way Off Topic -- Hellooo, Aussies, Peter McCormack
• What does AISC's Research Show? (Was: ASD vs. LRFD), Polhemus, Bill
• Industrial Projects Design Codes (Was: ASD vs. LRFD), Polhemus, Bill
• RE: ASD vs. LRFD, Dennis S. Wish
• RE: ASD vs. LRFD, Todd Hill
• Re: ASD vs. LRFD, Teresa Dellies
• RE: ASD vs. LRFD, Charles Greenlaw
• Re: What does AISC's Research Show? (Was: ASD vs. LRFD), Rick . Drake
• RE: ASD vs. LRFD, Scott E Maxwell
• RE: ASD vs. LRFD, Mike Valley
• Re: More Interesting Questions from the Peer Reviewer, Neil Moore
• RE: ASD vs. LRFD, Scott A Jensen/SAJ5/CC01/INEEL/US
• RE: IBC, Rho Factors, 10/lw, and Influence of FEMA/NEHRP Folks, Dennis S. Wish
• Re: beam gages, ADetailer
• Looking for a New job??, Rbengrguy
• RE: ASD vs. LRFD, Scott E Maxwell
• RE: IBC, Rho Factors, 10/lw, and Influece of FEMA/NEHRP Folks, Charles Greenlaw
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Mark Gilligan
• RE: ASD vs. LRFD, Jim Persing
• Re: ASD vs. LRFD, MSSROLLO
• Re: ASD vs. LRFD, John R Decator Jr
• Re: Light Gauge Info, KSP
• RE: More Interesting Questions from the Peer Reviewer, Rogers, Robert
• Re: ASD vs. LRFD, KSP
• RE: Industrial Projects Design Codes (Was: ASD vs. LRFD), BILL PULYER
• BOCA stairs, KSP
• RE: BOCA stairs, Kipke, Richard
• Re: BOCA stairs, Fountain Conner
• RE: ASD vs. LRFD, Christopher Wright
• RE: Code stairs vs OSHA stairs, Sherman, William
• RE: ASD vs. LRFD, Brian K. Smith
• RE: ASD vs. LRFD, Polhemus, Bill
• Roof collapse, Chanel1096
• Geodesic Domes, Fariborz Tehrani
• RE: old joist, Brian K. Smith
• Blast resistant Structures, nattamai mohanram
• Blast resistant Structures, nattamai mohanram
• Re: Light Gauge Info, Paul Feather
• Re: ASD vs. LRFD, Michael Bryson
• RE: old joist, PETER ALLEN
• RE: Light Gauge Info, Dennis S. Wish
• RE: ASD vs. LRFD, npitera
• Blast resistant Structures, desi . kiss
• RE: old joist, Roger Turk
• RE: ASD vs. LRFD, Christopher Wright
• Fwd: Re: Understanding Series, Rbengrguy
• Old Riverside Tapered Steel Girders, SONSUR2
• RE: BOCA vs IBC, Sherman, William
• Check out this site, David Hall
• RE: ASD vs. LRFD, Scott E Maxwell
• Re: old joist, Randy Russ
• RE: IBC, Rho Factors, 10/lw, and Influece of FEMA/NEHRP Folks, Yousefi, Ben
• RE: ASD vs. LRFD, Christopher Wright
• Re: Roof collapse, Steve Powell
• RE: ASD vs. LRFD, Polhemus, Bill
• RE: Blast resistant Structures, Sprague, Harold O.
• RE: ASD vs. LRFD, Polhemus, Bill
• ASD vs. LRFD, Dan Morrow
• RE: IBC, Rho Factors, 10/lw, and Influence of FEMA/NEHRP Folks, Mike Valley
• RE: ASD vs. LRFD, Bill Allen
• Blast resistant Structures, Adolfo Galvez
• RE: ASD vs. LRFD, Polhemus, Bill
• Concrete Walls, Acie Chance
• RE: Old Riverside Tapered Steel Girders, Mark E. Deardorff
• Re: Geodesic Domes, Adolfo Galvez
• RE: ASD vs. LRFD, Christopher Wright

Fri Apr 28 00:16:17 GMT 2000

• RE: ASD vs. LRFD, Scott E Maxwell
• RE: ASD vs. LRFD & Demosthenes, Sprague, Harold O.
• Re: 'Way Off Topic -- Hellooo, Aussies, Andrew Abbo
• RE: ASD vs. LRFD - related to wood and lateral design of wood structures, Dennis S. Wish
• RE: ASD vs. LRFD, Acie Chance
• FW: What does AISC's Research Show? (Was: ASD vs. LRFD), Heath Mitchell
• Old Riverside Tapered Steel Girders, Roger Turk
• RE: Light Gauge Info, KSP
• RE: Blast resistant Structures, Polhemus, Bill
• Re: BOCA stairs, Samir Ghosn
• RE: ASD vs. LRFD, Charles Greenlaw
• RE: ASD vs. LRFD, Christopher Wright
• RE: ASD vs. LRFD, Christopher Wright
• Re: ASD vs. LRFD, Jake Watson
• RE: Light Gauge Info, Scott E Maxwell
• RE: Light Gauge Info, Dennis S. Wish
• RE: Geodesic Domes, Baltar, Joe MR
• Re: FIELD NAILING SPACING?, John Rose
• [no subject], José Manuel Domingues Oliveira
• RE: ASD vs. LRFD, Peter McCormack
• Re: Light Gauge Info, LGSEA
• Employment Opportunity, hr
• Re:, Peter McCormack
• Diaphragms and rho Factors, Ron O. Hamburger
• Repeated Code Changes, Ron O. Hamburger
• RE: ASD vs. LRFD, Polhemus, Bill
• RE: old joist, Brian K. Smith
• RE: Light Gauge Info, Mark E. Deardorff
• RE: Old Riverside Tapered Steel Girders, Mark E. Deardorff
• live shake table test of a two-story wood house, Devlin, Dan
• Structural Fee, Todd Hill
• Structural Fee, Todd Hill
• Re: live shake table test of a two-story wood house, Mike O'Brien
• Structural Fee, Todd Hill
• Pre-engineered Buildings Lead Time, Canitz, Charles F NAB02
• RE: Light Gauge Info, Dennis S. Wish
• Re: Roof collapse, Paul Ransom
• RE: Light Gauge Info, Mark E. Deardorff
• Results: ASD vs. LRFD, Scott E Maxwell
• RE: ASD vs. LRFD, Christopher Wright
• Re: Light Gauge Info, Barry H. Welliver

Sat Apr 29 06:34:59 GMT 2000

• Re: Pre-engineered Buildings Lead Time, JayLCrawf

Mon May 01 16:28:37 GMT 2000

• RCI Building Envelope Symposium Call for Papers, JCohen
• Bridge Piling, vicpeng
• [no subject], vicpeng
• RE: Light Gauge Info, Mark E. Deardorff
• FW: What does AISC's Research Show? (Was: ASD vs. LRFD), Peter Higgins
• RE: simple and inexpensive program for contours?, Nicholas Blackburn
• Re: live shake table test of a two-story wood house, Shafat Qazi
• Re: Diaphragms and rho Factors, Nels Roselund
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Bill Allen
• TEST MESSAGE - PLEASE DELETE, Rick . Drake
• RE: simple and inexpensive program for contours?, Nicholas Blackburn
• Re: simple and inexpensive program for contours?, Ed . Haninger
• simple and inexpensive program for contours?, KSP
• Cross-grain Tension Failures, Dennis S. Wish
• RE: Grade 50 Steel Designation, Crosier, Jeffrey
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Polhemus, Bill
• Grade 50 Steel Designation, Ritter, Mike
• EERI Distiguished Lecture at UC Irvine - Thursday, May 4, Charley Hamilton
• Re: Retaining Wall Loading, J. Karim Hosseinzadeh
• RE: Grade 50 Steel Designation, Charlie Carter
• Cross-grain Tension Failures, Roger Turk
• RE: Grade 50 Steel Designation, Sprague, Harold O.
• Re: Light Gauge Info, Barry H. Welliver
• Re: Retaining Wall Loading, Javier Encinas
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Mike Valley
• ASD vs. LRFD, Caldwell, Stan
• Re: Retaining Wall Loading, Chris Lillback
• RE: Grade 50 Steel Designation, Tom . Hunt
• RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Bill Allen

Tue May 02 00:08:12 GMT 2000

• The Good Ol' USA vs. Them pesky "furrin codes", Peter Higgins
• RE: Retaining Wall Loading, Lutz,James
• Re: Retaining Wall Loading, Julian Chu
• Marketing Structural Engineering Services, Polhemus, Bill
• Not Structural "NOTE PAD", Joseph Harouni
• Re: live shake table test of a two-story wood house, Mike O'Brien
• Re: Cross-grain Tension Failures, Nels Roselund
• Limit states design, was Re: What does AISC's Research Show?, Fountain Conner
• Re: Diaphragms and rho Factors, Peter Higgins
• RE: Not Structural "NOTE PAD", John Buchanan
• H - 1B Legislation, Rbengrguy
• Frost depth - calling all cold climate experts, Dave Meney
• RE: Not Structural "NOTE PAD", Bill Allen

Thu May 04 04:07:57 GMT 2000

• SERVER WAS DOWN - BACK AGAIN, Shafat Qazi
• RE: SERVER WAS DOWN - BACK AGAIN, Eduard Rosa
• remove, Carlos Manuel Ferrer Gisbert
• remove, Carlos Manuel Ferrer Gisbert
• Web Stiffeners (& Thanks for the Slab Help!), Ed Fasula
• RE: SERVER WAS DOWN - BACK AGAIN, KSP
• stainless steel shapes, KSP
• Re: Marketing Structural Engineering Services, Juan C. Gray
• "Delta Truss"?, KSP
• RE: SERVER WAS DOWN - BACK AGAIN, KSP
• DO NOT OPEN ILOVEYOU. ITS A VIRUS., Heath Mitchell
• RE: DO NOT OPEN ILOVEYOU. ITS A VIRUS., Kipke, Richard
• Re: "Delta Truss"?, Parkerres
• RE: stainless steel shapes, Dionysios J. Pantazis
• TILT UP RETROFITS, Jeff Coronado
• Rho Factor for Diaphragms, Nels Roselund
• Re: stainless steel shapes, Nels Roselund
• RE: TILT UP RETROFITS, Dennis S. Wish
• RE: off-subject: virus, Bob Shaw
• RE: off-subject: virus, Dennis S. Wish
• Re: TILT UP RETROFITS, J. Karim Hosseinzadeh
• Mapping Contours in ACAD, how to, by Merrick, merrick group
• RE: off-subject: virus, Troy Madlem
• RE: off-subject: virus, Dennis S. Wish
• Re: Mapping Contours in ACAD, how to, by Merrick, Brandon Lecrone
• Jamb Steel in Masonry Walls, Bill Allen

Fri May 05 00:00:02 GMT 2000

• RE: Marketing Structural Engineering Services, Dennis S. Wish
• Re: "Delta Truss"?, Randy Russ
• RE: off-subject: virus, Bob Shaw
• RE: off-subject: virus, Dennis S. Wish
• RE: off-subject: virus, Heath Mitchell
• Re: Jamb Steel in Masonry Walls, Jim Kestner
• Jamb steel, HBAP
• Re: Marketing Structural Engineering Services, vicpeng
• RE: off-subject: virus, Mark E. Deardorff
• Beware of the ILOVEYOU Virus !!!, Caldwell, Stan
• RE: DO NOT OPEN ILOVEYOU. ITS A VIRUS., Tomas Matta Geddes
• Re: "Delta Truss"?, EphHirsch
• RE: off-subject: virus, Dennis S. Wish
• Re: Marketing Structural Engineering Services, vicpeng
• Re: Quebec, MJL Engineering Ltd.
• Re: off-subject: virus, vicpeng
• Re: Registration in Quebec, Paul Ransom
• Shrinkage in Concrete, Michael Zaitz
• Re: Marketing Structural Engineering Services, J. Karim Hosseinzadeh
• Re: off-subject: virus, vicpeng
• NEHRP earthquake loading, Paul Crocker
• RE: Non-Structural Question - Air Conditioner, Dennis S. Wish
• Re: off-subject: virus, vicpeng
• Non-Structural Question - Air Conditione, Roger Turk
• Quebec, Michael Zaitz
• Re: Marketing Structural Engineering Services, J. Karim Hosseinzadeh
• Re: Registration in Quebec, Peter Higgins
• Non-Structural Question - Air Conditioner Cover in Desert, Dennis S. Wish
• RE: "Delta Truss"?, Eduard Rosa
• RE: Shrinkage in Concrete, Sprague, Harold O.
• Re: "Delta Truss"?, Albert J. Meyer, Jr.
• RE: Shrinkage in Concrete, Sprague, Harold O.
• RE: Shrinkage in Concrete, Timothy France
• RE: Shrinkage in Concrete, Sprague, Harold O.
• RE: NEHRP earthquake loading, Sprague, Harold O.
• RE: Marketing Structural Engineering Services, DAVE HUNT
• RE: Marketing Structural Engineering Services, Christopher Wright
• RE: off-subject: virus, Polhemus, Bill
• Re: Marketing Structural Engineering Services, Jim Kestner
• RE: Marketing Structural Engineering Services, Polhemus, Bill
• Re: off-subject: virus, Chris Lillback
• RE: off-subject: virus, Sprague, Harold O.
• Table 16-q Seismic Coefficient Ca, Zone 4., Jeffrey Flansburg - seaint
• Ungrouted Base Plates?, Polhemus, Bill
• RE: off-subject: virus, Christopher Wright
• RE: Web Stiffeners (& Thanks for the Slab Help!), Charlie Carter
• Q) Diaphragm Drift, Rod Whitsel
• Foam Over Underground Sewer, Blomberg, Paul
• RE: Jamb Steel in Masonry Walls, Brian K. Smith
• RE: DO NOT OPEN ILOVEYOU. ITS A VIRUS., Brian K. Smith
• Re: DO NOT OPEN ILOVEYOU. ITS A VIRUS., Kirk Haverland
• Unscripe, Star Structure Inc
• Foam Over Underground Sewer, Mark Gilligan
• Omega-Not and Braced Frame Baseplate Connections, Stephen Fisher's 400MHz
• RE: Foam Over Underground Sewer, Sprague, Harold O.
• RE: Unscripe, Robert Rollo
• Existing Steel ASTM Number for coupon test procedure, James Lane, P.E.
• RE: Unscripe, Polhemus, Bill
• Omega-Not and Braced Frame Baseplate Connections, Mark Gilligan
• Re: Marketing Structural Engineering Services, J. Karim Hosseinzadeh

Sat May 06 00:05:43 GMT 2000

• steel connection software's, Joseph Harouni
• Matlab command, Tomas Matta Geddes
• The Use of Rho and Omega-Not together, Stephen Fisher's 400MHz
• More "furrin code" stuff, Peter Higgins
• Re: Marketing Structural Engineering Services, vicpeng
• The Good Ol' US of A vs. Them pesky "furrin codes", Peter Higgins
• Re: Foam Over Underground Sewer, David Hall
• RE: off-subject: virus, Caldwell, Stan
• 10/lw factor, Stephen Fisher's 400MHz
• RE: Marketing Structural Engineering Services, Dennis S. Wish
• Re: More "furrin code" stuff, vicpeng
• RE: Marketing Structural Engineering Services, Dennis S. Wish
• remove, lhj
• RE: 10/lw factor, Dennis S. Wish
• Re: More "furrin code" stuff, Peter Higgins
• FW: Service Announcement Regarding the "Lovebug" Virus, Dennis S. Wish
• remove, dauglas
• Re: 10/lw factor, vicpeng
• Re: More "furrin code" stuff, vicpeng
• Remove, EOjito
• Re: Service Announcement Regarding the "Lovebug" Virus, vicpeng
• Re: off-subject: virus, Rick Burch
• Why people can't unsubscribe, Paul Ransom
• Re: off-subject: virus, Paul Ransom
• Re: More "furrin code" stuff, Paul Ransom
• Re: Ungrouted Base Plates?, Paul Ransom

Sun May 07 08:50:15 GMT 2000

• Omega and Rho -simultaneous use, Attila Beres
• Why people can't unsubscribe, Roger Turk
• Re: Why people can't unsubscribe, Edward Arrington
• Remove, dauglas
• Maximum base shear, Alex Nacionales
• UBC'97 "Elements, nonstructural, equipment", Attila Beres
• Steel Connection Software, Joseph Harouni
• Re: Marketing Structural Engineering Services, Paul Feather
• Appropriate Seismic Risk for Earthen Dam, Laurence B. Oeth
• RE: Marketing Structural Engineering Services, Dennis S. Wish
• RE: Why people can't unsubscribe, Dennis S. Wish
• Re: More "furrin code" stuff, Peter Higgins
• Correction on DESCON Pricing, Dennis S. Wish
• RE: Why people can't unsubscribe, Dennis S. Wish
• RE: Steel Connection Software, Dennis S. Wish

Mon May 08 01:08:25 GMT 2000

• RE: BRACED FRAMES, Matthew Jordan
• ASP - Application Service Providers - how will engineers receive them????, Dennis S. Wish
• Re: Why people can't unsubscribe, Albert Ford
• Fwd: [Fwd: Fw: H-1B Visa Debate Next Week], Rbengrguy
• Re: More "furrin code" stuff, Peter Higgins
• UBC'97 "Elements, nonstructural, equipment", Peter Higgins
• Re: ASP - Application Service Providers - how will engineers receive them????, Paul Feather
• Re: Marketing Structural Engineering Services, Barry H. Welliver
• RE: BRACED FRAMES, Rick . Drake
• Re: UBC'97 "Elements, nonstructural, equipment", Rick . Drake
• Re: Why people can't unsubscribe, Christopher Wright
• Re: ASP - Application Service Providers - how will engineers re, Christopher Wright
• RE: Marketing Structural Engineering Services, Dennis S. Wish
• Re: ASP - Application Service Providers - how will engineers re, Neil Moore
• [no subject], Carol Stevens
• Windload on Flags, Dave Adams
• Re:, Neil Moore
• Section properties of old steel beams, Ramirez, Victor
• RE: ASP - Application Service Providers - how will engineers rece ive them????, Scott, William N.
• Re: Windload on Flags, Neil Moore
• RE: Windload on Flags, Robert Rollo
• RE: ASP - Application Service Providers - how will engineers re, Dennis S. Wish
• Re: NEHRP earthquake loading, fturner
• Windload on Flags, Roger Turk
• RE: Windload on Flags, George Richards, P.E.
• RE: Section properties of old steel beams, Daley, John
• ENR Article, Jim Kestner
• RE: ASP - Application Service Providers - how will engineers rece ive them????, Dionysios J. Pantazis
• Old Steel Shapes - Section Properties, Ritter, Mike
• [no subject], George Awiszus
• RE: Old Steel Shapes - Section Properties, Ramirez, Victor
• RE: Existing Steel ASTM Number for coupon test procedure, Sprague, Harold O.
• Wood Truss Repair Design Short Course, Frank Woeste
• SEAOSC Dinner Meeting - Wednesday, May 10th, David Pomerleau
• Embedded Anchor Bolts in Masonry, SDGSE
• Re: ASP - Application Service Providers - how will engineers receive them????, Fountain Conner

Tue May 09 00:26:44 GMT 2000

• Re: More "furrin code" stuff, Paul Ransom
• Re: ASP - Application Service Providers - how will engineers receive them????, Philip T. Hodge
• RE: Appropriate Seismic Risk for Earthen Dam, Sherman, William
• RE: ASP - Application Service Providers - how will engineers receive them????, Dennis S. Wish
• Re: Why people can't unsubscribe, Shafat Qazi
• Re: ASP - Application Service Providers - how will engineers re, Christopher Wright
• Embedded Anchor Bolts in Masonry, Roger Turk
• Re: Embedded Anchor Bolts in Masonry, SDGSE
• Re[2]: ASP - Application Service Providers - how will engineers re, Hack Team. Russia.
• RE: ASP - Application Service Providers - how will engineers recieve it, Harzer
• ACI Manual of Concrete Practice Wanted, KSP
• RE: stainless steel shapes, Sherman, William
• RE: Maximum base shear, Sherman, William
• Fiberboard Shearwalls, Ed Fasula
• RE: Ungrouted Base Plates?, Sherman, William
• RE: UBC'97 "Elements, nonstructural, equipment", Sprague, Harold O.
• Subject: RE: BRACED FRAMES, Martin W. Johnson
• Re: Appropriate Seismic Risk for Earthen Dam, Smith, Ted
• Re: Re[2]: ASP - Application Service Providers - how will engineers re, vicpeng
• Flat Plate in Seismic Zone 4, M. A. Mufti
• Re: Why people can't unsubscribe, Rick . Drake
• RE: Why people can't unsubscribe, Bill Allen
• RE: Appropriate Seismic Risk for Earthen Dam, Sprague, Harold O.
• RE: Why people can't unsubscribe, Polhemus, Bill
• Re: ASP - Application Service Providers - how will engineers re, Philip T. Hodge
• RE: Re[2]: ASP - Application Service Providers - how will enginee rs re, Polhemus, Bill
• RE: Table 16-q Seismic Coefficient Ca, Zone 4., Sprague, Harold O.
• Re: Flat Plate in Seismic Zone 4, Michael Bryson
• Re: Re[2]: ASP - Application Service Providers - how will engin, Christopher Wright
• RE: Flat Plate in Seismic Zone 4, Sprague, Harold O.
• RE: ASP - Application Service Providers - how will engineers re, Polhemus, Bill
• RE: Re[2]: ASP - Application Service Providers - how will enginee rs re, Lao, Larry
• RE: Re[2]: ASP - Application Service Providers - how will engineers re, Bill Allen
• Flag Loads, mkrakower
• RE: Re[2]: ASP - Application Service Providers - how will engineers re, Dennis S. Wish
• RE: Maximum base shear, Sherman, William
• RE: More "furrin code" stuff, Polhemus, Bill
• Re: Flag Loads, Robert Shaffer
• RE: ASP - Application Service Providers - how will engineers re, Daley, John
• Re: Re[2]: ASP - Application Service Providers - how will engineers re, vicpeng
• RE: ASP - Application Service Providers - how will engineers re, Dennis S. Wish
• RE: Re[2]: ASP - Application Service Providers - how will enginee rs re, Paul Crocker
• RE: Re[2]: ASP - Application Service Providers - how will engin, Christopher Wright
• Re: Windload on Flags, RainCat1
• RE: Flat Plate in Seismic Zone 4, Sprague, Harold O.

Wed May 10 00:15:20 GMT 2000

• RE: You Are Your Own ISP?, Dennis S. Wish
• Swimming Pools, Nels Roselund
• Loading machine, AGHBAL YOUNESSE
• You Are Your Own ISP?, Polhemus, Bill
• RE: braced frames, Matthew Jordan
• What happened to the "list"?, Lynn
• Dropped from the list during shutdown, Dennis S. Wish
• test email, delete, Simon Solorio
• ENR Article, Peter Higgins
• Re: More "furrin code" stuff, Peter Higgins
• RE: More "furrin code" stuff, Peter Higgins
• RE: ENR Article, Dennis S. Wish
• RE(2): ASP - Application Service Providers - how will engineers recieve them, Harzer
• RE: ENR Article, Peter Higgins
• RE: ENR Article, Polhemus, Bill
• RE: You Are Your Own ISP?, Polhemus, Bill
• mystery beams, David Handy
• Re: Swimming Pools, Parkerres
• Swimming Pools, Roger Turk
• Re: Swimming Pools, Kirk Haverland
• Braced Frames - Hollow Strucural Sections, Ron O. Hamburger
• RE: mystery beams, Sprague, Harold O.
• RE: You Are Your Own ISP?, Dennis S. Wish
• glsss walled pool, NDZ28
• RE: ENR Article - This is a good one for the Marketing Thread., Dennis S. Wish
• RE: More "furrin code" stuff, Polhemus, Bill
• Re: Braced Frames - Hollow Strucural Sections, Mark D. Baker
• RE: ENR Article - This is a good one for the Marketing Thread., Polhemus, Bill
• RE: Braced Frames - Hollow Strucural Sections, Bill Allen
• RE: ENR Article - This is a good one for the Marketing Thread., Gobo, Gina
• RE: More "furrin code" stuff, Christopher Wright
• RE: Flat Plate in Seismic Zone 4, Eric Lehmkuhl
• RE: ENR Article - This is a good one for the Marketing Thread., Dennis S. Wish
• glass wall pool, Madden, Gerard
• RE: ENR Article - This is a good one for the Marketing Thread., Lutz,James
• Seismic Design Manual Vol 2, Shafat Qazi
• RE: ENR Article - Marketing, Dennis S. Wish
• Re: glsss walled pool, Paul Feather
• RE: ENR Article - This is a good one for the Marketing Thread., Polhemus, Bill
• RE: You Are Your Own ISP?, Dennis S. Wish
• RE: ENR Article - This is a good one for the Marketing Thread., Peter Higgins
• RE: You Are Your Own ISP?, Lao, Larry
• RE: ENR Article - This is a good one for the Marketing Thread., Dennis S. Wish
• RE: Seismic Design Manual Vol. 2, Sid Danandeh
• RE: ENR Article - This is a good one for the Marketing Thread., Dennis S. Wish
• RE: Seismic Design Manual Vol 2, Bill Allen
• Re: ENR Article - This is a good one for the Marketing Thread., vicpeng

Thu May 11 00:12:19 GMT 2000

• RE: You Are Your Own ISP?, Sam Chang
• RE: ENR Article - This is a good one for, Roger Turk
• RE: ENR Article - This is a good one for the Marketing Thread., Peter Higgins
• Re: RE: Seismic Design Manual Vol. 2, Constantine Shuhaibar
• RE: Providing Notice Of Licensure, Dennis S. Wish
• RE: ENR Article - This is a good one for the Marketing Thread., Dionysios J. Pantazis
• RE: ENR Article - This is a good one for, Sam Chang
• Job Opening, Joseph Harouni
• Re: Dropped from the list during shutdown, Albert J. Meyer, Jr.
• Re: Loading machine, Laurence B. Oeth
• Why you get dropped from the list, Shafat Qazi
• Re: Seismic Design Manual Vol 2, Albert J. Meyer, Jr.
• RE: Providing Notice Of Licensure, Neil Moore
• RE: ENR Article - This is a good one for, Dennis S. Wish
• Providing Notice Of Licensure, Neil Moore
• Tank materials in seismically active areas, Wayne Johnson
• Roof deck reinforcing, John Riley
• Re: Seismic Design Manual Vol. 2, NDZ28
• Three cheers for Shafat, Peter Higgins
• RE: Roof deck reinforcing, Roger Davis
• Re: ENR Article - This is a good one for the Marketing Thread., John Riley
• Re: ENR Article - This is a good one for the Marketing Thread., Fountain Conner
• RE: ENR Article, Sherman, William
• Re: Roof deck reinforcing, Jim Kestner
• About International Building Codes, Regulations and Standards, Helena Klein
• Re: ENR Article, John Riley
• Re: About International Building Codes, Regulations and Standards, Marcelo Picarelli
• RE: Roof deck reinforcing, Nicholas Blackburn
• Re: ENR Article, Jim Kestner
• RE: Roof deck reinforcing, Brian K. Smith

Fri May 12 07:27:06 GMT 2000

• Re: Roof deck reinforcing, JayLCrawf
• Re: Simple building, Syed A Masroor
• An Alliance, Marcelo Picarelli
• Block Lintels, Jim Kestner
• RE: Block Lintels, Todd Hill
• Re: Steel-Detail: Through Plate Connections, Jim Kestner
• RE: Block Lintels, Sprague, Harold O.
• RE: Through Plate Connections, Charlie Carter
• single plate shear connections, KSP
• Test Please Delete, Shafat Qazi
• RE: single plate shear connections, Charlie Carter
• RE: single plate shear connections, Timothy France
• Question, Jorge Ortega
• Re: UBC Chp.23, Div III, Jason Emoto
• Protecting Steel from Rusting Due to Aluminum Mate, Ed Fasula
• Re: Protecting Steel from Rusting Due to Aluminum Mate, Jack_Creviston
• RE: single plate shear connections, KSP
• RE: Seismic Design Manual - Vol. 2., Dennis S. Wish
• Re: Seismic Design Manual - Vol. 2., Paul Feather
• Seismic Design Manual - Vol. 2., Attila Beres
• RE: Protecting Steel from Rusting Due to Aluminum Mate, Sherman, William
• 2000 IBC and Cantilever Column issue, Dennis S. Wish
• Foundation Design Without a Geotechnical Report, Caldwell, Stan
• Re: Seismic Design Manual - Vol. 2., Constantine Shuhaibar
• Maybe the steel codes aren't the only complexity culprits, Peter Higgins
• RE: Protecting Steel from Rusting Due to Aluminum Mate, Nicholas Blackburn
• Re: UBC Chp.23, Div III, Peter McCormack
• RE: Protecting Steel from Rusting Due to Aluminum Mate, Sprague, Harold O.
• RE: Seismic Design Manual - Vol. 2., Yousefi, Ben
• 2000 IBC and Cantilever Column issue, merrick group
• RE: Seismic Design Manual - Vol. 2., Bill Allen
• screwed wood diaphragms, PFFEI
• RE: Seismic Design Manual - Vol. 2., Peter Higgins

Sat May 13 00:29:40 GMT 2000

• RE: Question, Sprague, Harold O.
• RE: 2000 IBC and Cantilever Column issue, Cain, William
• RE: Seismic Design Manual - Vol. 2., Bill Allen
• RE: 2000 IBC and Cantilever Column issue, Dennis S. Wish
• Workload squeeze: why., Charles Greenlaw
• California SE Exam Manuals, Attila Beres
• Foundation Design Without Site-Specific Geotechnical Reports, Caldwell, Stan
• RE: 2000 IBC and Cantilever Column issue, George Richards, P.E.
• FYI - Permits on line for Bureau of Engineering For City of LA, Edward Arrington
• RE: 2000 IBC and Cantilever Column issue, Yousefi, Ben
• S.E. Job Opening, $80K/yr + benefits, Harris3803
• Nova Scotia House Design Work, Jim Warne
• RE: Seismic Design Manual - Vol. 2., Shafat Qazi
• RE: 2000 IBC and Cantilever Column issue, Dennis S. Wish
• Virtual Wood Committee, Dennis S. Wish
• RE: Protecting Steel from Rusting Due to Aluminum Mate, Charlie Carter
• RE: UBC Chp.23, Div III, George Richards, P.E.
• RE: Seismic Design Manual - Vol. 2., Dennis S. Wish
• RE: 2000 IBC and Cantilever Column issue, Bill Allen
• RE: Foundation Design Without Site-Specific Geotechnical Reports, Dennis S. Wish
• RE: Foundation Design Without Site-Specific Geotechnical Reports, Dennis S. Wish
• RE: 2000 IBC and Cantilever Column issue, Charles Greenlaw
• RE: 2000 IBC and Cantilever Column issue, Dennis S. Wish
• RE: 2000 IBC and Cantilever Column issue, Dennis S. Wish
• Re: screwed wood diaphragms, John Rose
• Re: Foundation Design Without Site-Specific Geotechnical Reports, Charles Greenlaw
• Prestressed flat slab in seismic zone 4, M. A. Mufti
• Thanks, Jorge Ortega
• Seismic grade, Jorge Ortega
• RE: Seismic Design Manual - Vol. 2., Peter Higgins
• Re: Seismic Design Manual - Vol. 2., NDZ28
• Re: Seismic Design Manual - Vol. 2., NDZ28
• My comments and the SEAOSC Elections, Dennis S. Wish
• RE: Seismic Design Manual - Vol. 2., Dennis S. Wish
• My comments and the SEAOSC Elections (Corrected), Dennis S. Wish
• RE: Seismic Design Manual - Vol. 2., Shafat Qazi
• Re: My comments and the SEAOSC Elections, Shafat Qazi
• Re:Ignoring Foundation Design With Site-Specific Geotechnical Reports/opinion, Chris Lillback
• RE: My comments and the SEAOSC Elections, Dennis S. Wish
• RE: Seismic Design Manual - Vol. 2., Peter Higgins
• Formwork Design Question, RJConley
• Seismic Design Manual - Vol. 2., Attila Beres
• RE: Seismic Design Manual - Vol. 2., Shafat Qazi
• Re: Ignoring Foundation Design With Site-Specific Geotechnical Reports/opinion, Philip T. Hodge
• Thank You Grame Dick, Shafat Qazi
• Re: Prestressed flat slab in seismic zone 4, Jake Watson
• RE: Formwork Design Question, Mark Gilligan
• Re: UBC Chp.23, Div III, Jason Emoto

Sun May 14 00:00:39 GMT 2000

• Re: S.E. Job Opening, $80K/yr + benefits, Lynn
• Re: 2000 IBC and Cantilever Column issue, BCainse
• Re: UBC Chp.23, Div III, Peter McCormack
• RE: UBC Chp.23, Div III, Peter McCormack
• Concrete Shearwalls, Jake Watson
• Re: 10/lw factor, Richard Flower
• Re:Ignoring Foundation Design With Site-Specific Geotechnical Reports/opinion, Peter Higgins
• IMPORTANT***SEAOSC Elections and representation*** please read., Dennis S. Wish
• IMPORTANT***SEAOSC Elections and representation*** please read., Peter Higgins
• Re: Foundation Design Without Site-Specific Geotechnical, Williston L. Warren, IV - S.E.
• structural design companies, Hakan Ezcan
• Re: Concrete Shearwalls, Greg Smith
• RE: 10/lw factor, Dennis S. Wish
• RE: structural design companies, Dennis S. Wish
• Re: Ignoring Foundation Design With Site-Specific GeotechnicalReports/opinion, Chris Lillback
• FW: Concrete Shearwalls, T. Eric Gillham PE
• FW: Simple building, T. Eric Gillham PE
• Re: Foundation Design Without Site-Specific Geotechnical Reports, L. Thomas Bayne
• Re: Seismic grade, Nels Roselund

Mon May 15 01:00:34 GMT 2000

• Re: FW: Concrete Shearwalls, Jake Watson
• Volunteerism's rewards?, Peter Higgins
• RE: Why you get dropped from the list, Eduard Rosa
• RE: Thanks, Sprague, Harold O.
• Re: seaint Digest for 14 May 2000, Ron O. Hamburger
• Re: seaint Digest for 14 May 2000, Ron O. Hamburger
• Re: Steel-Detail: Through Plate Connections, Steve Powell
• RE: screwed wood diaphragms, Nicholas Blackburn
• Different Approacah to Virus Protection?, Nels Roselund
• Different Approacah to Virus Protection?, merrick group
• Flowable fill, Pat Ebner
• RE: Seismic Design Manual - Vol. 2., David Hall
• Re: 2000 IBC and Cantilever Column issue, merrick group
• RE: Flowable fill, Sprague, Harold O.
• RE: Seismic Design Manual - Vol. 2., Bill Allen
• Steel frame in the coastal environment?, Richard Lindenberg
• Re: RE: Flowable fill, Edward Arrington
• Re: Flowable fill, Eric Lindquist
• Different Approacah to Virus Protection?, Peter Higgins
• Re: Formwork Design Question, merrick group
• Magnetized steel, John Dewar
• RE: Different Approach to Virus Protection?, Dennis S. Wish
• Re: Flowable fill, Nels Roselund
• RE: Different Approacah to Virus Protection?, Dennis S. Wish
• RE: seaint Digest for 14 May 2000, Bill Allen
• RE: Flowable fill, George Muste
• Cold-Formed Steel Design Software, Scott, William N.
• Magnetized steel, Peter Higgins
• RE: Seismic Design Manual - Vol. 2., Peter Higgins
• Re: 10/Lw Response to Ron Hamburger, Dennis S. Wish

Tue May 16 00:02:44 GMT 2000

• RE: seaint Digest for 14 May 2000, Dennis S. Wish
• RE: 10/Lw Response to Ron Hamburger, Mike Valley
• RE: Seismic Design Manual - Vol. 2., David Hall
• Thank you Nels Roselund, Jorge Ortega
• RE: Magnetized steel, Sprague, Harold O.
• RE: Thanks, Jorge Ortega
• Re: Seismic Design Manual - Vol. 2., NDZ28
• Different Approacah to Virus Protection?, Roger Turk
• Tired of MS Internet Explorer - I have a recommendation, Dennis S. Wish
• Do we need new codes every three years?, Shafat Qazi
• Re: Do we need new codes every three years?, Christopher Wright
• Re: Magnetized steel, c2
• RE: RE: Flowable fill, Sprague, Harold O.
• 2000 IBC, "Unofficial" Errata, Section 1617.4.2.1, Approximate Fundamental Perio, FEMCCLURE
• RE: 2000 IBC, "Unofficial" Errata, Section 1617.4.2.1,Approximate Fundamental Perio, John Buchanan
• RE: seaint Digest for 14 May 2000, Bruce & Janice Shephard
• NeoPlanet -- requires Internet Explorer, Dennis S. Wish
• Re: Do we need new codes every three years?, james korff pe pmp
• RE: Different Approach to Virus Protection?, Dennis S. Wish
• RE: Do we need new codes every three years?, Bill Allen
• RE: Why you get dropped from the list, Eduard Rosa
• RE: Why you get dropped from the list, Dennis S. Wish
• Re:Formwork Design Question, Syed A Masroor
• RE: Different Approach to Virus Protection?, Peter Higgins
• Re:Formwork Design Question, Roger Turk
• Steel frame in the coastal environment?, Peter Higgins
• Re: Do we need new codes every three years?, Kirk Haverland
• RE: Formwork Design Question, Dennis S. Wish
• RE: Different Approach to Virus Protection?, Dennis S. Wish
• Re:Formwork Design Question, Mark Gilligan
• RE: To Nels Roselund or anyone, Sprague, Harold O.
• To Nels Roselund or anyone, Jorge Ortega
• RE: Different Approach to Virus Protection?, Polhemus, Bill
• Re: Steel frame in the coastal environment?, Richard Lindenberg
• Re: Do we need new codes every three years?, Vyacheslav Gordin
• More On Ungrouted Baseplates for Traffic Signal/Signage Structure s, Polhemus, Bill
• RE: Steel-Detail: Through Plate Connections, Sprague, Harold O.
• To Nels Roselund or anyone, Mark Gilligan
• Re: seaint Digest for 14 May 2000, Paul Feather
• Correction to "2000 IBC, "Unofficial Errata, Section 1617.4.2.1, Approximate etc, FEMCCLURE
• Re: To Nels Roselund or anyone, Nels Roselund
• RE: Do we need new codes every three years?, Sprague, Harold O.
• Re: Seismic grade, Constantine Shuhaibar
• Re: Do we need new codes every three years?, fturner
• Steel Tank Foundations, Mark McCormick
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Sprague, Harold O.
• RE: Do we need new codes every three years?, Peter Higgins
• RE: Steel Tank Foundations, Polhemus, Bill
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Polhemus, Bill
• RE: Steel Tank Foundations, Sprague, Harold O.
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Rogers, Robert
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Polhemus, Bill
• RE: To Nels Roselund or anyone, Mike Valley
• RE: Steel frame in the coastal environment?, Sprague, Harold O.
• Thank you Mark Gilligan, Jorge Ortega
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Sprague, Harold O.

Wed May 17 00:25:13 GMT 2000

• RE: Do we need new codes every three years?, Cain, William
• Dennis Wish speaker at May CSES Meeting, GEOHAK
• RE: Formwork Design Question, kochengr
• Re: Steel frame in the coastal environment?, Peter Higgins
• Railroad Crash Walls/Loads, Novak, Dan
• Re: Do we need new codes every three years?, Richard Flower
• Periodicity of code changes., James Allen
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Roger Davis
• Re: Steel Tank Foundations, npitera
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Polhemus, Bill
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Rogers, Robert
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Polhemus, Bill
• ASTM A 193 B7, Polhemus, Bill
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStructure s, Roger Davis
• Fw: [flood_haz_mit] Steel frame in the coastal environment?, JCohen
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Polhemus, Bill
• RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruct ure s, Polhemus, Bill
• concrete bond to steel pipes, Panos Trochalakis
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Sprague, Harold O.
• Re: ASTM A 193 B7, Scott A Jensen/SAJ5/CC01/INEEL/US
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Rogers, Robert
• Re: Periodicity of code changes., NDZ28
• ASTM A 193 B7, Roger Turk
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Polhemus, Bill
• Steel SCBF Yield Lines, merrick group
• Re: Steel Tank Foundations, RajSTC
• Re: concrete bond to steel pipes, Jason Emoto
• RE: ASTM A 193 B7, Sprague, Harold O.
• Moment Frame Connections, Joseph R. Grill
• redundancy factor, Francisco Duarte
• RE: redundancy factor, Paul Crocker
• HEA340, KSP
• RE: Moment Frame Connections, Yousefi, Ben
• RE: redundancy factor, Cain, William
• RE: redundancy factor, Yousefi, Ben
• ASCE 7-98 and 1/3 Increase for Wind Load, PEC - Lake City
• Re: Periodicity of code changes., Roger Turk
• RE: redundancy factor, Bill Allen
• RE: HEA340, Gunnar Hafsteinn Isleifsson

Thu May 18 00:01:04 GMT 2000

• RE: ASTM A 193 B7, Polhemus, Bill
• Re: ASCE 7-98 and 1/3 Increase for Wind Load, Ed . Haninger
• Pumping Concrete and W/C Ratio, Novak, Dan
• RE: ASCE 7-98 and 1/3 Increase for Wind Load, Mike Valley
• Thank you very much Mike Valley, Jorge Ortega
• Thank you, Jorge Ortega
• Earthquake Spectra, Nels Roselund
• RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Silva John (sj)
• Re: Cantilevered steel columns, RShreenan
• A588 Weathering Steel, Neil Glaser
• masterspec disk wanted, KSP
• Re: ASCE 7-98 and 1/3 Increase for Wind Load, PEC - Lake City
• plywood design values for lauan, Peieng5590
• RE: A588 Weathering Steel, Sprague, Harold O.
• RE: plywood design values for lauan, Albert Meyer
• RE: Pumping Concrete and W/C Ratio, Sprague, Harold O.
• Re: A588 Weathering Steel, Randy Russ
• easy one - latest AISC Code of Standard Practice?, KSP
• Public Fence Sliding Gate Lateral Load, Canitz, Charles F NAB02
• RE: ASTM A 193 B7, Sprague, Harold O.
• RE: A588 Weathering Steel, Judy Garrett
• RE: A588 Weathering Steel, Judy Garrett
• RE: Public Fence Sliding Gate Lateral Load, Sprague, Harold O.
• RE: easy one - latest AISC Code of Standard Practice?, Lutz,James
• How to check your Internet security, Shafat Qazi
• Re: ASCE 7-98 and 1/3 Increase for Wind Load, Ed . Haninger
• RE: How to check your Internet security, Polhemus, Bill
• Re: easy one - latest AISC Code of Standard Practice?, Scott E Maxwell
• RE: Steel Connection Software, Scott E Maxwell
• RE: Why people can't unsubscribe, Scott E Maxwell
• FW: Cold-Formed Steel Design Software, Scott, William N.
• Re: How to check your Internet security, Robert Shaffer
• RE: ASCE 7-98 and 1/3 Increase for Wind Load, Polhemus, Bill
• SE Exam Costs, Kipp . A . Martin
• RE: Cold-Formed Steel Design Software, Charlie Carter
• RE: A588 Weathering Steel, Charlie Carter
• RE: Cold-Formed Steel Design Software, George Richards, P.E.
• RE: SE Exam Costs, Todd Hill
• FW: Cold-Formed Steel Design Software, Peter Higgins
• RE: ASCE 7-98 and 1/3 Increase for Wind Load, Charlie Carter
• RE: Steel SCBF Yield Lines, Charlie Carter
• RE: SE Exam Costs, Schoedel, Richard/PIT
• Re: 10/lw factor, Richard Flower
• Mechanical Properties of Ice, Robert Rollo
• RE: A588 Weathering Steel, Polhemus, Bill
• RE: Steel SCBF Yield Lines, Charlie Carter
• RE: How to check your Internet security, Polhemus, Bill

Fri May 19 00:08:37 GMT 2000

• Re: FW: Cold-Formed Steel Design Software, rel
• RE: Mechanical Properties of Ice, Scott, William N.
• Analysis of Diaphragms with openings, Attila Beres
• RE ASCE7-98 and 1/3 Increase for Wind, James F Fulton
• HSS Shapes, Harper, Mark
• RE: Cold-Formed Steel Design Software, James Lane, P.E.
• Re: SE Exam Costs, David Hall
• RE: easy one - latest AISC Code of Standard Practice?, Charlie Carter
• California SE exam, Alexander Sasha Itsekson
• RE: SE Exam Costs, Polhemus, Bill
• FREE Seminar Today, Constantine Shuhaibar
• RE: Cold-Formed Steel Design Software, Bill Allen
• Re: Cantilevered steel columns, Byainc
• Re: HSS Shapes, Jake Watson
• Re: Cold-Formed Steel Design Software, Javier Encinas
• RE: SE Exam Costs, Polhemus, Bill
• Re: HSS Shapes, Barry H. Welliver
• Re: SE Exam Costs, Scott E Maxwell
• Charlie Carter re: latest AISC Code of Standard Practice?, KSP
• RE: NFPA code (was ASCE 7-98 and 1/3 Increase for Wind Load), Mark Webster
• Architecturally Exposed Steel, Zachary Goswick
• RE: Charlie Carter re: latest AISC Code of Standard Practice?, BILL PULYER
• How to check your Internet security, Chad Grinsteiner
• RE: Architecturally Exposed Steel, Charlie Carter
• RE: NFPA code (was ASCE 7-98 and 1/3 Increase for Wind Load), Charlie Carter
• RE: HSS Shapes, Charlie Carter
• Re: FW: Cold-Formed Steel Design Software, Scott E Maxwell
• RE: NFPA code, Sprague, Harold O.
• RE: Charlie Carter re: latest AISC Code of Standard Practice?, Charlie Carter
• RE: Cold-Formed Steel Design Software, Sprague, Harold O.
• From our IT group, David Hall
• Re: California SE exam, David Hall
• RE: Cold-Formed Steel Design Software, Jim Persing
• Charlie Carter: Code re: Detailer practicing engineering, KSP
• RE: How to check your Internet security, Joseph Harouni
• RE: Architecturally Exposed Steel, Simon Solorio
• RE: Charlie Carter re: latest AISC Code of Standard Practice?, KSP
• Re: California SE exam, Samir Ghosn
• Mailing List for Marketing Structural Engineering Services?, Polhemus, Bill
• RE: Charlie Carter re: latest AISC Code of Standard Practice?, KSP
• Re: RE: Steel SCBF Yield Lines, Steve Powell
• LARUCP Structural Observation Documents Online, Becker, Rick
• RE: Charlie Carter re: latest AISC Code of Standard Practice?, KSP
• RE: How to check your Internet security, Kehshin Chi
• Peel fastener, Adair, Joel
• RE: California SE exam, Dee Henrie
• Listservice subscriber privacy, Mike Valley
• California SE exam: Ben Yousefi's Publication, Dave Adams
• RE: California SE exam, Scott, William N.
• Response Spectra - Dispersion, Attila Beres
• Proposals for Change to the 1997 NEHRP Recommended Provisions, fturner

Sat May 20 00:13:23 GMT 2000

• Oregon Certification, Gobo, Gina
• RE: Listservice subscriber privacy, Ron Hill
• Augmentation by External Prestressing, cmiqbal
• RE: Cold-Formed Steel Design Software, Scott, William N.
• RE: Listservice subscriber privacy, Kehshin Chi
• RE: NFPA code, Polhemus, Bill
• latest AISC Code of Standard Practice / Seismic Concentric Braced Frames, Dee Henrie
• RE: Listservice subscriber privacy, Brent Koch
• RE: NFPA code (was ASCE 7-98 and 1/3 Increase for Wind Load), Peter Higgins
• RE: NFPA code (was ASCE 7-98 and 1/3 Increase for Wind Load), Peter Higgins
• Re: Listservice subscriber privacy, chuckuc
• RE: Listservice subscriber privacy, Gunnar Hafsteinn Isleifsson
• Hollow clay tiles, Rlfong
• Re: Hollow clay tiles, Paul Feather
• Re: California SE exam, Williston L. Warren, IV - S.E.
• Re: Hollow clay tiles, Nels Roselund
• AISC Code of Standard Practice, Mark Gilligan

Sun May 21 02:27:54 GMT 2000

• Re: AISC Code of Standard Practice, c2
• Re: Mailing List for Marketing Structural Engineering Services?, Juan C. Gray
• Re: Mailing List for Marketing Structural Engineering Services?, vicpeng
• Re: Hollow clay tiles, Mark Baker
• Re: AISC Code of Standard Practice, Mark Gilligan
• RE: AISC Code of Standard Practice, Mark E. Deardorff
• Nascar footbridge collapse, Vyacheslav Gordin
• RE: Hollow clay tiles, Dennis S. Wish
• Re: Mailing List for Marketing Structural Engineering Services?, Greg Smith
• Re: Mailing List for Marketing Structural Engineering Services?, vicpeng
• Hollow Clay Tile, mkrakower
• Re: latest AISC Code of Standard Practice / Seismic Concentric Braced Frames, Scott E Maxwell
• Re: Mailing List for Marketing Structural Engineering Services?, J. Karim Hosseinzadeh

Mon May 22 05:13:39 GMT 2000

• AISC Code of Standard Practice, Peter Higgins
• Re: Mailing List for Marketing Structural Engineering Services?, Peter Higgins
• Re: AISC Code of Standard Practice, Peter Higgins
• lateral pressure on formwork, Gu Jianzhong
• RE: Nascar footbridge collapse, BILL PULYER
• RE: lateral pressure on formwork, Harzer
• Re: lateral pressure on formwork, Alex Nacionales
• Re: Mailing List for Marketing Structural EngineeringServices?, Fountain Conner
• bearing on cmu wall, Ken Peoples
• RE: bearing on cmu wall, Ken McClure
• lateral pressure on formwork, Roger Turk
• Capcity reduction for closely spaced epoxy anchor bolts, Lee
• RE: bearing on cmu wall, Charles Espenlaub
• RE: Nascar footbridge collapse, Sprague, Harold O.
• RE: Charlie Carter: Code re: Detailer practicing engineering, Charlie Carter
• My Experience This Weekend (WAS: How to check your Internet secur ity), Polhemus, Bill
• RE: AISC Code of Standard Practice, Charlie Carter
• RE: Oregon Certification, Scott, William N.
• Re: lateral pressure on formwork, Randy Russ
• RE: Oregon Certification, Gobo, Gina
• RSDG: Residential Structural Design Guide: 2000 Edition, Dennis S. Wish
• RE: Oregon Certification, Roger Turk
• RE: bearing on cmu wall, Paul_Reilly
• error on page 2-210 of AISC 9th edition?, Ken Peoples
• RE: HELP: 2" clearance around masonry fireplace, George Richards, P.E.
• HELP: 2" clearance around masonry fireplace, Dennis S. Wish
• RE: HELP: 2" clearance around masonry fireplace, Roger Davis
• RE: Oregon Certification, Scott, William N.
• Re: HELP: 2" clearance around masonry fireplace, Samir Ghosn
• RE: HELP: 2" clearance around masonry fireplace, Timothy France
• Re: RSDG: Residential Structural Design Guide: 2000 Edition, Charles Greenlaw
• Re: My Experience This Weekend (WAS: How to check your Internet secur ity), Mark Nienberg
• RE: bearing on cmu wall, Tarek
• Re: error on page 2-210 of AISC 9th edition?, Javier Encinas
• RE: RSDG: Residential Structural Design Guide: 2000 Edition, Dennis S. Wish

Tue May 23 00:01:57 GMT 2000

• RE: RSDG: Residential Structural Design Guide: 2000 Edition, Dennis S. Wish
• Re: error on page 2-210 of AISC 9th edition?, James Lane, P.E.
• RE: bearing on cmu wall, Roger Turk
• RE: HELP: 2" clearance around masonry fireplace, Dennis S. Wish
• RE: HELP: 2" clearance around masonry fi, Roger Turk
• RE: RSDG: Residential Structural Design Guide: 2000 Edition, Charles Greenlaw
• Re: HELP: 2" clearance around masonry fireplace, Jake Watson
• RE: bearing on cmu wall, Scott E Maxwell
• Structural software, Noel Stanford
• RE: bearing on cmu wall, Sprague, Harold O.
• RE: RSDG: Residential Structural Design Guide: 2000 Edition, Jack_Creviston
• RE: bearing on cmu wall, Charles Espenlaub
• RE: bearing on cmu wall, Roger Turk
• Re: error on page 2-210 of AISC 9th edition?, Jeff Coronado
• RE: RSDG: Residential Structural Design Guide: 2000 Edition, Dennis S. Wish
• RE: error on page 2-210 of AISC 9th edition?, Charlie Carter
• RE: bearing on cmu wall, Sprague, Harold O.
• RE: error on page 2-210 of AISC 9th edition?, Charlie Carter
• RE: error on page 2-210 of AISC 9th edition?, Cain, William
• HELP: 2" clearance around masonry fireplace, Alexander Sasha Itsekson
• RE: bearing on cmu wall, Christopher Wright
• Employment Opportunities, Brian J. Keating
• RE: error on page 2-210 of AISC 9th edition?, Todd Hill
• RE: error on page 2-210 of AISC 9th edition?, Charlie Carter
• Subject: Re: Mailing List for Marketing Structural Engineering S, DAVE HUNT
• Re: Mailing List for Marketing Structural EngineeringServices?, Peter Higgins
• RE: How to check your Internet security, Joseph Harouni
• UBC Section 2213.8.2.5, Acie Chance

Wed May 24 00:24:04 GMT 2000

• Re: How to check your Internet security, Robert Shaffer
• RE: UBC Section 2213.8.2.5, Mike Valley
• Precast Segmental Bridge - casting & alignment control, KHO PT
• RE: How to check your Internet security, Polhemus, Bill
• "Engineer-Constructors" (WAS: Mailing List for Marketing Structur al EngineeringServices?), Polhemus, Bill
• Log homes, Jack_Creviston
• Re: UBC Section 2213.8.2.5, Rick . Drake
• Re: Log homes, Peter McCormack
• Moment connection, Javier Encinas
• RE: UBC Section 2213.8.2.5, Acie Chance
• RE: Cyclic loading and A490 bolts, Heath Mitchell
• RE: How to check your Internet security, Dennis S. Wish
• Cyclic loading and A490 bolts, LAURA K. KANNADY
• RE: Moment connection, Mike Valley
• Tectum Ceiling Support, Chris Towne
• RE: Moment connection, Charlie Carter
• Re: Moment connection, A Moitra pg ce
• Re: Moment connection, Constantine Shuhaibar
• Accuguard, Jim Kestner
• Autocad 2000 question, Dennis S. Wish
• RE: Autocad 2000 question, Dennis S. Wish
• RE: How to check your Internet security, Polhemus, Bill
• Re: Tectum Ceiling Support, Dave Walter
• NASCAR Pedestrian Bridge Collapse, Caldwell, Stan
• RE: NASCAR Pedestrian Bridge Collapse, Polhemus, Bill
• RE: Accuguard, Sprague, Harold O.
• RE: Autocad 2000 question, Brent Koch
• RE: Accuguard, Sprague, Harold O.
• RE: Autocad 2000 question, Mark E. Deardorff
• RE: Accuguard, LAURA K. KANNADY
• RE: NASCAR Pedestrian Bridge Collapse, Caldwell, Stan
• RE: Tectum Ceiling Support, Sprague, Harold O.
• RE: Cyclic loading and A490 bolts, Sprague, Harold O.
• RET: Stability of Retaining Wall under Seismic, John Nguyen
• Coped beam connection conflict, Steve_Kramer
• RE: Autocad 2000 question, Dennis S. Wish
• Re: NASCAR Pedestrian Bridge Collapse, Fountain Conner
• RE: NASCAR Pedestrian Bridge Collapse, Benson,Ralph

Thu May 25 00:14:26 GMT 2000

• Re: Tectum Ceiling Support, Jim Todd
• RE: Tectum Ceiling Support, Roger Turk
• Re: NASCAR Pedestrian Bridge Collapse, John Riley
• Question on "Seismic Zone Factor" (Z) in UBC, seaint-return
• RE: NASCAR Pedestrian Bridge Collapse, Peter Higgins
• RE: Autocad 2000 question, Mark E. Deardorff
• UBC '97 Sec 1633.2.4 Deformation compatibilty, Attila Beres
• comm#780--mystery beams, Michael Hemstad
• Re: Accuguard, Jim Kestner
• Re: NASCAR Pedestrian Bridge Collapse, Roger Turk
• Note from Dennis Wish - resignation from SEA and List, Dennis S. Wish
• NASCAR BRIDGE, Vyacheslav Gordin
• RE: Autocad 2000 question, Dennis S. Wish
• Re: Note from Dennis Wish - resignation from SEA and List, Vyacheslav Gordin
• RE: Autocad 2000 question, Mark E. Deardorff
• Re: Capcity reduction for closely spaced epoxy anchor bolts, Paul Ransom
• Dennis Wish, James Allen
• RE: Autocad 2000 question, Dennis S. Wish
• Time-dependent lateral pressure on formwork, Gu Jianzhong
• Re: Tectum Ceiling Support, Chris Towne
• Re: Note from Dennis Wish - resignation from SEA and List, Jake Watson
• Re: NASCAR BRIDGE, c2
• Re: Question on "Seismic Zone Factor" (Z) in UBC, Jake Watson
• Re: Time-dependent lateral pressure on formwork, Michael Bryson
• AASHTO-timber-shear, Vyacheslav Gordin
• RE: Question on "Seismic Zone Factor" (Z) in UBC, Todd Hill
• Re: UBC '97 Sec 1633.2.4 Deformation compatibilty, Michael Bryson
• Update on Steel Moment Frame Publications, Ron O. Hamburger
• RE: Note from Dennis Wish - resignation from SEA and List, Bill Allen
• RE: Question on "Seismic Zone Factor" (Z) in UBC, Sprague, Harold O.
• RE: Question on "Seismic Zone Factor" (Z) in UBC, Bill Allen
• Re: Note from Dennis Wish - resignation from SEA and List, vicpeng
• Weldability of Bolts, Mark E. Deardorff
• stainless steel and H2SO4, Ken Peoples
• RE: Question on "Seismic Zone Factor" (Z) in UBC, Sherman, William
• RE: UBC '97 Sec 1633.2.4 Deformation compatibility, Steve Hiner
• RE: UBC '97 Sec 1633.2.4 Deformation compatibility, David Chan
• RE: Weldability of Bolts, Bob Shaw
• RE: stainless steel and H2SO4, Lutz,James
• RE: stainless steel and H2SO4, Sprague, Harold O.
• RE: UBC '97 Sec 1633.2.4 Deformation compatibility, Mike Valley
• Question on "Seismic Zone Factor" (Z) in UBC, Ed Marshall
• RE: NASCAR Pedestrian Bridge Collapse, Sprague, Harold O.
• Re: Question on "Seismic Zone Factor" (Z, Roger Turk
• Re: Time-dependent lateral pressure on formwork, vicpeng
• RE: UBC '97 Sec 1633.2.4 Deformation compatibility, Steve Hiner
• Magnified Moments - UBC Section 1910.13, SDGSE
• RE: Weldability of Bolts, Mark E. Deardorff
• RE: Weldability of Bolts, Sprague, Harold O.
• Reinforcing, vicpeng
• Re: Tectum Ceiling Support, Roger Turk
• RE: NASCAR BRIDGE, Ron Hill
• Roger Turk and Re: Question on "Seismic Zone Factor", E.V. Leyendecker
• RE: NASCAR Pedestrian Bridge Collapse, Fredericks, Douglas/SAC

Fri May 26 00:27:23 GMT 2000

• Re: Weldability of Bolts, Christopher Wright
• TO DENNIS WISH, Francisco Duarte
• Re: UBC '97 Sec 1633.2.4 Deformation compatibility, Michael Bryson
• North Carolina Bridge Failure, Brent Koch
• RE: NASCAR Pedestrian Bridge Collapse, Brent Koch
• Re: Note from Dennis Wish - resignation from SEA and List, Barry H. Welliver
• RE: Note from Dennis Wish - resignation from SEA and List, Sprague, Harold O.
• Top ten thing Dennis will do after his resignation, Shafat Qazi
• RE: Question on "Seismic Zone Factor" (Z) in UBC, seaint-return
• RE: Magnified Moments - UBC Section 1910.13, Mike Valley
• Re: Question on "Seismic Zone Factor" (Z, Charles Greenlaw
• Reemergence, Bill Polhemus
• RE: UBC '97 Sec 1633.2.4 Deformation compatibilty, Mike Valley
• Re: UBC '97 Sec 1633.2.4 Deformation compatibility, Michael Bryson
• Re: AASHTO-timber-shear, Charles Greenlaw
• Re: Reemergence, vicpeng
• Notes from Dennis Wish, James Lai
• Re: Magnified Moments - UBC Section 1910.13, SDGSE
• Re: Question on "Seismic Zone Factor" (Z, Gary Chock
• Will my engineering career be like this?, John Flower
• Re: Will my engineering career be like this?, Sam Chang
• Re: NASCAR Pedestrian Bridge Collapse, Rhkratzse
• Dennis Wish's contributions, Charles Greenlaw
• Re: Will my engineering career be like this?, John Riley
• RE: Will my engineering career be like this?, Francisco Duarte
• Re: Reemergence, Peter McCormack
• Re: Will my engineering career be like this?, Ken Peoples
• Re: Reinforcing, Neil Glaser
• Re: NASCAR Pedestrian Bridge Collapse, Chanel1096
• Reemergence, Roger Turk
• Snow drift calculation IAW ASCE 7-98, dan914
• Re: NASCAR Pedestrian Bridge Collapse, Jonathan Mallard
• circular beams, Dionysios J. Pantazis
• RE: NASCAR Pedestrian Bridge Collapse, Cain, William
• RE: Top ten thing Dennis will do after his resignation, Brent Koch
• Re: Question on "Seismic Zone Factor" (Z, Roger Turk
• Re: Will my engineering career be like this?, J. Karim Hosseinzadeh
• Re: Will my engineering career be like this?, Christopher Wright
• RE: stainless steel and H2SO4, Al Greene
• RE: circular beams, Gobo, Gina
• Re: Question on "Seismic Zone Factor" (Z, Charles Greenlaw
• Re: Reinforcing, vicpeng
• Re: Will my engineering career be like this?, vicpeng
• 2000 IBC with ICBO "Code Central" CD-ROM, FEMCCLURE
• RE: circular beams, Armijo, John J (PWCSD 184)
• UBC '97 Sec 1633.2.4 Deformation compatibility - Question #3, Attila Beres
• Re: Will my engineering career be like this?, David Hall
• RE:Will my engineering career be like this?, Constantine Shuhaibar
• RE: Will my engineering career be like this?, Paul Rohrer
• Re: Top ten thing Dennis will do after his resignation, Shafat Qazi
• Re: UBC '97 Sec 1633.2.4 Deformation compatibility - Question #3, Omar M. Waqfi
• Re: RE:Will my engineering career be like this?, vicpeng
• 2000 Conference, vicpeng
• RE: 2000 Conference, Mike Valley
• RE: 2000 IBC with ICBO "Code Central" CD-ROM, Albert Meyer
• UBC '97 Sec 1633.2.4 Deformation compatibility - Question #2, Attila Beres
• Re: 2000 Conference, Constantine Shuhaibar
• Re: Dennis Wish's contributions, Christopher Wright
• Re: Top ten thing Dennis will do after his resignation, Bill Polhemus
• RE: Will my engineering career be like this?, Daley, John

Sat May 27 00:21:24 GMT 2000

• RE: Top ten thing Dennis will do after his resignation, Connor, John A NWK
• RE: UBC '97 Sec 1633.2.4 Deformation compatibility - Question #2, Mike Valley
• Re: Will my engineering career be like this?, Bill Polhemus
• RE: Pier collapse, ECVAl3
• RE:Wish resignation/Allen response., ECVAl3
• Re: circular beams, Scott A Jensen/SAJ5/CC01/INEEL/US
• Re: NASCAR Pedestrian Bridge Collapse, Peter Higgins
• Re: 2000 IBC with ICBO "Code Central" CD-ROM, fturner
• RE: Top ten thing Dennis will do after his resignation, Caldwell, Stan
• Re: Dennis Wish's contributions, Charles Greenlaw
• RE: Reemergence, Bruce & Janice Shephard
• Re: Dennis Wish's contributions, Christopher Wright
• Re: Will my engineering career be like this?, Nels Roselund
• Re: NASCAR Pedestrian Bridge Collapse, Rhkratzse
• Re: seaint Digest for 26 May 2000, Paul Ransom
• Re: Dennis Wish's contributions, Peter Higgins
• Re: Dennis Wish's contributions, Bill Polhemus
• Will my engineering career be like this?, Roger Turk
• RE: Pier collapse, Roger Turk
• Re: Wish resignation/Allen response., Jeff Coronado
• Re: Dennis Wish's contributions, Bill Polhemus
• Re: Dennis Wish's contributions, Bill Polhemus
• Re: circular beams, Bill Polhemus
• Re: Will my engineering career be like this?, Jeff Coronado
• One more: bearing on cmu wall, Paul_Reilly
• Re: Will my engineering career be like this?, Bill Polhemus
• Re: Dennis Wish's contributions, Christopher Wright
• Re: NASCAR Pedestrian Bridge Collapse, Roger Turk
• Dennis Wish's contributions, Roger Turk
• SEAOC Web Site has New Look, Mark E. Deardorff

Sun May 28 15:34:35 GMT 2000

• looking for a designer/contractor, Virgilio R Monsalud
• Re: Will my engineering career be like this?, vicpeng
• Fw: **Norton AntiVirus** SupportNow! Virus Warning!, vicpeng
• Re: Will my engineering career be like this?, Laurence B. Oeth

Mon May 29 04:55:17 GMT 2000

• 1st Franklin and now Dennis, Rlfong
• Roquefort Steel Shapes, Wladimir Bassett A.
• Prestressed members in seismic zone 4, M. A. Mufti
• Re: Will my engineering career be like this?, MJL Engineering Ltd.
• ANNOUNCING: SE-Practice Email Discussion List, Bill Polhemus
• ANNOUNCING: SE-Marketing Email Discussion List, Bill Polhemus
• Re: Will my engineering career be like this?, Byainc
• Re: Will my engineering career be like this?, vicpeng

Tue May 30 04:48:38 GMT 2000

• Re: Time-dependent lateral pressure on formwork, Gu Jianzhong
• Re: circular beams, Waldemar Quiles
• Need Structural Engineer, Belthoff, Richard
• RE: Reinforcing, Sprague, Harold O.
• Re: Reinforcing, vicpeng
• Compressive Strength and Allowable Shear for Clay tile wall, Gobo, Gina
• RE: Compressive Strength and Allowable Shear for Clay tile wall, Ed Marshall
• Re: Will my engineering career be like this?, MSSROLLO
• Re: Compressive Strength and Allowable Shear for Clay tile wall, David Hall
• RE: Top ten thing Dennis will do after his resignation, Yousefi, Ben
• Re: Compressive Strength and Allowable Shear for Clay tile wall, Nels Roselund
• Dade County, Florida, wind requirments., MRodrig273

Wed May 31 05:10:03 GMT 2000

• Autocad Section Property Calculation, vicpeng
• Re: Autocad Section Property Calculation, Yoel Gutman
• RE: Dade County, Florida, wind requirements., Scott Bernard
• Autocad Section Property Calculation, David Handy
• Re: Autocad Section Property Calculation, Jake Watson
• RE: Dade County, Florida, wind requirements., Charles Espenlaub
• RE: Dade County, Florida, wind requirements., Ed Marshall
• Re: Autocad Section Property Calculation, vicpeng
• Foundation Design Concern / Thoughts, Khosrownia, Ghassem SPK
• Re: Autocad Section Property Calculation, Peter McCormack
• RE: Dade County, Florida, wind requirments., Sprague, Harold O.
• RE: Dade County, Florida, wind requirments., Teresa Dellies
• UBC 1997 Special Inspections Zone 4, Teresa Dellies
• RE: Autocad Section Property Calculation, Brent Koch
• RE: Autocad Section Property Calculation, Mike Valley
• RE: Autocad Section Property Calculation, Mark E. Deardorff
• Re: Autocad Section Property Calculation, Roger Turk
• Re: Autocad Section Property Calculation, vicpeng
• Re: Autocad Section Property Calculation, vicpeng
• RE: UBC 1997 Special Inspections Zone 4, Sprague, Harold O.
• retaining wall programs, Ken Peoples
• Re: retaining wall programs, gmghaly
• re: retaining wall programs, Arvind K. Bisarya
• RE: UBC 1997 Special Inspections Zone 4, Ed Marshall
• [no subject], Ken Peoples
• RE: AutoCAD Section Property Calculation, Dee Henrie
• Re: retaining wall programs, John Riley
• RE: retaining wall programs, Caldwell, Stan
• RE: UBC 1997 Special Inspections Zone 4, Cain, William
• RE: UBC 1997 Special Inspections Zone 4, Bart Needham
• FW: UBC 1997 Special Inspections Zone 4, Darien Tebbe
• RE: UBC 1997 Special Inspections Zone 4, George Richards, P.E.
• RE: UBC 1997 Special Inspections Zone 4, Teresa Dellies
• Re: retaining wall programs, Ed . Haninger
• Roger Turk and Re: Question on "Seismic, Roger Turk

Thu Jun 01 00:14:56 GMT 2000

• RE: retaining wall programs, Matt Harezlak
• Re: Off Topic Reply to Hockey Smartass, Bill Polhemus
• Ph.D. Candidate (Structural), Seeking Employment, Behnam Arya
• RE: UBC 1997 Special Inspections Zone 4, Bart Needham
• Off Topic Reply to Hockey Smartass, Caldwell, Stan
• Re: retaining wall programs, Peter Higgins
• Re: Ph.D. Candidate (Structural), Seeking Employment, Bill Polhemus
• Re: UBC 1997 Special Inspections Zone 4, Bill Polhemus
• Re: UBC 1997 Special Inspections Zone 4, Nels Roselund
• RE: Autocad Section Property Calculation, Mike Valley
• Stop Mail, George A. Kelley
• SOIL PROFILE TYPE FOR STRUCTURE OVER WAT, Dir: David Carolan
• employees needed, GRileyPE
• Re: UBC 1997 Special Inspections Zone 4, Teresa Dellies
• Re: Off Topic Reply to Hockey Smartass, Teresa Dellies
• RE: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Nicholas Blackburn
• RE: UBC 1997 Special Inspections Zone 4, Becker, Rick
• RE: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Nicholas Blackburn
• Re: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Chris Lillback
• RE: field welding inspection, Bob Shaw
• Re: field welding inspection, Keith Fix
• Re: field welding inspection, Keith Fix
• field welding inspection, Ken Peoples
• RE: field welding inspection, Sherman, William
• Allowable Stress for Flue Gas Ducts, Ed Marshall
• Inspections and Structural Observations, Casano, Karen
• Curved Stair, Brad Friederichs

Fri Jun 02 00:06:05 GMT 2000

• RE: UBC 1997 Special Inspections Zone 4, Sherman, William
• Curved Stair, Roger Turk
• RE: Curved Stair, George Richards, P.E.
• RE: SOIL PROFILE TYPE FOR STRUCTURE OVER, Dir: David Carolan
• RE: field welding inspection, Wayne Johnson
• Re: Curved Stair, Bill Polhemus
• Re: Curved Stair, Christopher Wright
• Re: Curved Stair, Fountain Conner
• RE: UBC 1997 Special Inspections Zone 4, Charles Greenlaw
• Re: Curved Stair, Charles Greenlaw
• Re: field welding inspection, Rlfong
• Re: Curved Stair, npitera
• RE: Calling out/specifying tubes, Raghu, S
• Re: Curved Stair, David Handy
• RE: Calling out/specifying tubes, Charlie Carter
• proper weld metal notes, Dionysios J. Pantazis
• Re: curved stair, benjamin . baer
• RE: Calling out/specifying tubes, Roger Turk
• Re: proper weld metal notes, Christopher Wright
• RE: Calling out/specifying tubes, Scott E Maxwell
• RE: Calling out/specifying tubes, Sprague, Harold O.
• Re: Curved Stair, c2
• RE: proper weld metal notes, Charlie Carter
• Calling out/specifying tubes, Scott E Maxwell
• Re: proper weld metal notes, Scott E Maxwell
• Stop Mail, Alejandro Herrera
• RE: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Nicholas Blackburn
• Re: Curved Stair, npitera
• stop mail, gelca
• Increases in Foundation Bearing Pressure For Wind and Seismic Loading, L. Thomas Bayne
• [no subject], Gobo, Gina
• RE: Calling out/specifying tubes, Scott E Maxwell
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, George Richards, P.E.
• Employment Opportunity, Gobo, Gina
• Re: Curved Stair, c2
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Khosrownia, Ghassem SPK
• RE: Calling out/specifying tubes, Charlie Carter
• RE: Calling out/specifying tubes, Charlie Carter
• Unit weight of precast roof plank from 1960, mark swingle
• RE: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Panos Trochalakis
• Re: Curved Stair, Charles Greenlaw
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Nicholas Blackburn
• Timoshenko, HBAP
• Re: Reference by Timoshenko, Chris Lillback
• Reference by Timoshenko, Dave Adams
• Unit weight of precast roof plank from 1, Roger Turk
• RE: Reference by Timoshenko, Sprague, Harold O.
• RE: Unit weight of precast roof plank from 1960, Sprague, Harold O.

Sat Jun 03 00:05:01 GMT 2000

• stop mail, Peter Higgins
• RE: Unit weight of precast roof plank from 1960, Ed Marshall
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Sherman, William
• Reference by Timoshenko, Roger Turk
• Re: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, L. Thomas Bayne
• Re: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, L. Thomas Bayne
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Rex Donahey
• Re: Curved Stair, Peter Higgins
• Reference by Timoshenko, Peter Higgins
• Re: Reference by Timoshenko, Bill Polhemus
• re: Reference by Timoshenko, Arvind K. Bisarya
• Re: Note from Dennis Wish - resignation from SEA and List, NDZ28
• Cable Modems, Michael Zaitz
• Tilt Up Panels, Michael Zaitz
• Re: Unit weight of precast roof plank from 1, c2
• Re: Reference by Timoshenko, Christopher Wright
• Re: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Nels Roselund
• Re: Cable Modems, Paul Feather
• Re: proper weld metal notes, Mark Gilligan
• Re: Curved Stairs, Syed A Masroor
• Re: Cable Modems, Bill Polhemus
• RE: Cable Modems, Brent Koch
• RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Brent Koch
• Structural Engineer-Diploma, DESMOND POMPEY
• Re: Tilt Up Panels, Star Structure Inc
• RE: Increases in Foundation Bearing Pres, Roger Turk
• RE: UBC 1997 Special Inspections Zone 4, DESMOND POMPEY
• ANNOUNCING New aec-residential Listservice, Bill Polhemus
• To Span 250m in Earthquake Prone Zone, Raghu, S
• RE: Calling out/specifying tubes, Keith Fix
• Stone Veneer, RShreenan
• Re: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Keith Fix
• Re: Cable Modems, Keith Fix
• RE: Stone Veneer, Brent Koch
• Re: Stone Veneer, Nels Roselund
• Tilt-up, HBAP

Sun Jun 04 04:33:39 GMT 2000

• Re: Cable Modems, Robert Fennema
• Structural Engineer - Diploma, DESMOND POMPEY
• Re: Tilt Up Panels and Fire Fighters knocking holes in them!, Rlfong
• Re: Structural Engineer - Diploma, Bill Polhemus
• TV VIEWING REMINDER, Rbengrguy
• Re: Tilt Up Panels and Fire Fighters knocking holes in them!, Bill Polhemus
• Re: Steel Yield Strength, A36 vs A 572, Ron O. Hamburger
• Reference by Timoshenko, Williston L. Warren, IV - S.E.
• Re: Structural Engineer - Diploma, vicpeng

Mon Jun 05 04:40:26 GMT 2000

• Re: stop mail, Charley Hamilton
• RE: To Span 250m in EarthQuake Prone Zone, Pat Bachman
• Yield strength of older rebar, Scott E Maxwell
• Yield strength of older rebar, Roger Turk
• RE: Yield strength of older rebar, Sprague, Harold O.
• RE: proper weld metal notes, Charlie Carter
• RE: Steel Yield Strength, A36 vs A 572, Charlie Carter
• Exposure D for Calif., Tom . Hunt
• Re: Tilt Up Panels and Fire Fighters knocking holes in them!, fturner
• RE: Yield strength of older rebar, Scott E Maxwell
• Tilt-up panels, HBAP
• Web Openings in Structural Steel, James F Fulton
• Re: Web Openings in Structural Steel, Scott E Maxwell
• RE: Web Openings in Structural Steel, Lutz,James
• Trial Design, Marc S. Barter
• SEAOC Younger Members Poster Session, Constantine Shuhaibar
• RE: SEAOC Younger Members Poster Session, Gobo, Gina
• UBC 97 Occupancy Interpretation Table 10A, Teresa Dellies
• Coring Concrete, Madden, Gerard

Tue Jun 06 00:13:25 GMT 2000

• Re: Coring Concrete, Stanley E. Scholl
• [re: is the serverdown again?], Kirk Haverland
• Re: Coring Concrete, L. Thomas Bayne
• Re: UBC 97 Occupancy Interpretation Table 10A, Byainc
• is the serverdown again?, Kirk Haverland
• Re: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, Kirk Haverland
• Re: stop mail, Peter Higgins
• Re: SEAOC Younger Members Poster Session, Charles Greenlaw
• Re: stop mail, Scott E Maxwell
• RE: Coring Concrete, Mark Gilligan
• Thesis survey on Email use, Viju Gururaja
• CE Book Club, Ken Peoples
• Re: CE Book Club, Peter McCormack
• CE Book Club, Roger Turk
• RE: CE Book Club, Troy Madlem
• Re: Reference by Timoshenko, Waldemar Quiles
• RE: stop mail, Mark E. Deardorff
• RE: proper weld metal notes, Mark Gilligan
• Re: increase in foundation bearing pressure., Syed A Masroor
• Re: UBC 97 Occupancy Interpretation Table 10A, Teresa Dellies
• handling joist deflections / alignment when in parallel with bear ing wall, Khosrownia, Ghassem SPK
• Employment Opportunities Northeast, hr
• Re: stop mail, Charley Hamilton
• RE: Web Openings in Structural Steel, Rex Donahey
• RE: proper weld metal notes, Christopher Wright
• RE: handling joist deflections / alignment when in parallel with bearing wall, Sprague, Harold O.
• RE: handling joist deflections / alignment when in parallel with bearing wall, Bob Shaw
• Re: SEAOC Younger Members Poster Session, Constantine Shuhaibar
• Re: stop mail & unsubscribe problem, Roger Turk
• Re: SEAOC Younger Members Poster Session, Keith Fix
• Sumatra Earthquakes, Roger Turk
• RE: SEAOC Younger Members Poster Session, Benson,Ralph
• RE: CE Book Club, Brian K. Smith
• Re: SEAOC Younger Members Poster Session, vicpeng
• RE: CE Book Club, Daley, John
• RE: handling joist deflections / alignment when in parallel with bearing wall, Sprague, Harold O.
• RE: handling joist deflections / alignment when in parallel with bearing wall, Daley, John
• Arkansas, Caldwell, Stan
• RE: Sumatra Earthquakes, Sprague, Harold O.
• RE: handling joist deflections / alignment when in parallel with bearing wall, Charles Espenlaub
• RE: Arkansas, sharonb
• RE: proper weld metal notes, Dee Henrie
• Re: handling joist deflections / alignment when in parallelwith bearing wall, Jie Lu, P.E., S.E.
• Re: Sumatra Earthquakes, Peter McCormack
• RE: Arkansas, Todd Hill
• Re: UBC 97 Occupancy Interpretation Table 10A, JayLCrawf
• Re: SEAOC Younger Members Poster Session, Charles Greenlaw
• RE: Arkansas, Dan Vines

Wed Jun 07 00:16:30 GMT 2000

• EERI Video, Dan Morrow
• Re: Arkansas, Bill Polhemus
• Re: Coring Concrete, Alan
• Re: Coring Concrete, Alan
• Re: Arkansas, Keith Fix
• RE: Coring Concrete, Bart Needham
• Re: Stone Veneer, Alan
• Re: Coring Concrete, Alan
• RE: stop mail, Peter Higgins
• Re: handling joist deflections / alignment when in parallel with bearing wall, Philip T. Hodge
• Re: Arkansas, Peter Higgins
• Re: SEAOC Younger Members Poster Session, Peter Higgins
• RE: SEAOC Younger Members Poster Session, Peter Higgins
• Re: Arkansas, Fountain Conner
• Exposure D Wind, Tom . Hunt
• RE: EERI Video, Huang, Y. Henry
• RE: Arkansas, Rex Donahey
• RE: EERI Video, Vire Varma
• RE: stop mail, Mark E. Deardorff
• Pre-Fabricated Airport Control Towes, Keith Fix
• Re: Arkansas, Neil Moore
• Skin friction from wind load for buildings, Keith Fix
• RE: Arkansas, Caldwell, Stan
• RE: Exposure D Wind, Sprague, Harold O.
• Re: Time-dependent lateral pressure on formwork, vicpeng
• Re: Exposure D Wind, Charles Greenlaw
• RE: Arkansas, Rick . Drake
• Re: SEAOC Younger Members Poster Session, Constantine Shuhaibar
• RE: EERI Video, David Hall
• Re: Exposure D Wind/Seismic Loads under IBC, Keith Fix
• Crane Rail Alignment, Madden, Gerard
• Re: Exposure D Wind/Seismic Loads under IBC, Neil Moore
• RE: EERI Video, Scott E Maxwell
• Re: Arkansas, Keith Fix
• RE: Skin friction from wind load for buildings, Sprague, Harold O.
• Re: Exposure D Wind, Fountain Conner
• RE: Crane Rail Alignment, Sprague, Harold O.
• SEAOSC Budget Committee, Novak, Dan
• RE: Exposure D Wind/Seismic Loads under IBC, Sprague, Harold O.
• RE: EERI Video, Ing. Antonio Ramírez
• Fw: Message not deliverable, vicpeng
• RE: EERI Video, Sprague, Harold O.
• Crane Rail Alignment, Madden, Gerard

Thu Jun 08 01:00:44 GMT 2000

• Re: Exposure D Wind/Seismic Loads under IBC, Charles Greenlaw
• RE: EERI Video, Ing. Antonio Ramírez
• Re: Exposure D Wind/Seismic Loads under IBC, Paul Feather
• Skin friction from wind load for buildings, John V. Loscheider
• Re: Skin friction from wind load for buildings, Peter McCormack
• Concrete Tilt Up Panels, Michael Zaitz
• Los Angeles County & City of Palmdale, sharonb
• Re: Exposure D Wind/ People in authority, Keith Fix
• residential pier and grade beams, Robert Shaffer
• Re: Exposure D Wind/ People in authority, Christopher Wright
• Cut Plate Washers, Bill Allen
• Re Tilt-up panel design, HBAP
• Re: Note from Dennis Wish - resignation from SEA and List, Debby Hight
• Ref: Exposure D Wind / People In Authority, etc., Richard & audra
• Re: residential pier and grade beams, Paul Feather
• RE: Cut Plate Washers, Yousefi, Ben
• Re: Exposure D Wind/ People in authority, Charles Greenlaw
• Concrete cover, Javier Encinas
• Re: residential pier and grade beams, David Hall

Fri Jun 09 00:19:11 GMT 2000

• RE: Concrete cover, Panos Trochalakis
• Re: Cut Plate Washers, Nels Roselund
• RE: Cut Plate Washers, Bart Needham
• partially grouted cmu walls, PFFEI
• [no subject], Joseph M. Otto, P.E.
• Transferring Anchor Bolt Forces to Concrete, Jim Persing
• RE: Transferring Anchor Bolt Forces to Concrete, Sprague, Harold O.
• Re: Exposure D Wind, Tom VanDorpe
• Re: Exposure D Wind/ People in authority, Jake Watson
• Re: Skin friction from wind load for buildings, Peter Higgins
• RE: Concrete cover, Peter Higgins
• Re: Exposure D Wind/ People in authority, Peter Higgins
• RE: Transferring Anchor Bolt Forces to Concrete, Jim Persing
• Re: Transferring Anchor Bolt Forces to Concrete, John Riley
• Re: Concrete cover, Javier Encinas
• RE: Transferring Anchor Bolt Forces to Concrete, Sprague, Harold O.
• RE: Re Tilt-up panel design, sharonb
• Re: partially grouted cmu walls, Jeff Coronado
• RE: Concrete cover, Nicholas Blackburn
• Re: Re Tilt-up panel design, Michael Zaitz
• Re:, Jeff Coronado
• Re: partially grouted cmu walls, Jeff Coronado
• RE: residential pier and grade beams, Nicholas Blackburn
• Re: Transferring Anchor Bolt Forces to Concrete, Bill Polhemus
• RE: Los Angeles County & City of Palmdale Building Codes, Becker, Rick
• RE:, Yousefi, Ben
• RE: Existing shearwall with new penetrations, Joseph M. Otto, P.E.
• San Diego Code for Existing Buildings, Rick Byrd
• Re: Concrete Cover, Ron La Plante
• Re: ASTM Standard Needed, Scott E Maxwell
• RE: Existing shearwall with new penetrations, Todd Hill
• ASTM Standard Needed, Bill Polhemus
• Good engineer and lawyer joke, Yousefi, Ben
• Re: Ref: Exposure D Wind / People In Authority, etc., Charles Greenlaw
• RE:, Scott, William N.
• Re: Steel Yield Strength, A36 vs A 572, vicpeng
• RE: Existing shearwall with new penetrations, Joseph M. Otto, P.E.
• Are You Up for It?!, Richard & audra
• Representation on Committees, fturner
• RE: Steel Yield Strength, A36 vs A 572, Sprague, Harold O.
• Re: Steel Yield Strength, A36 vs A 572, Christopher Wright
• Re: Steel Yield Strength, A36 vs A 572, vicpeng
• RANT, Re: Are You Up for It?!, Fountain Conner
• [no subject], Daley, John

Sat Jun 10 02:02:59 GMT 2000

• Re: RANT, Re: Are You Up for It?!, Bill Polhemus
• Re:, Bill Polhemus
• Re: Are You Up for It?!, Charles Greenlaw
• Re: Foam Concrete, Stanley E. Scholl
• Ref: Are You Up for It?!!, Richard & audra
• Re: Existing shearwall with new penetrations, Jeff Coronado
• Re: Concrete cover, Peter Higgins
• Re: Ref: Exposure D Wind / People In Authority, etc., Peter Higgins
• Are You Up for It?!, Peter Higgins
• Ref: Are You Up for It?!!, Peter Higgins
• Re: Ref: Exposure D Wind / People In Authority, etc., Bill Polhemus
• Re: Ref: Are You Up for It?!!, Charles Greenlaw
• Drift limitations for wind loading, Attila Beres
• IBC in California, Tom VanDorpe

Sun Jun 11 17:37:13 GMT 2000

• Re: IBC in California, Jake Watson

Mon Jun 12 00:54:43 GMT 2000

• RE: CONCRETE FOAM, DEVERE, PETER P. (JSC-ES)
• WANTED: Example Specification for "Structural Grout", Bill Polhemus
• physics vs. engineering, JCohen
• Re: Drift limitations for wind loading, Scott E Maxwell
• Clevis question in AISC manual, Rick Burch
• Re: FEMA 273 and 273, FEMCCLURE
• Steel Beam Identification, Daniel A. Estabrooks
• RE: Steel Beam Identification, MKnight
• Re: WANTED: Example Specification for "Structural Grout", John Riley
• RE: Drift limitations for wind loading, Brian K. Smith
• RE: WANTED: Example Specification for "Structural Grout", Charlie Carter
• RE: Drift limitations for wind loading, Sprague, Harold O.
• RE: Drift limitations for wind loading, Peter McCormack
• Re: physics vs. engineering, vicpeng
• RE:, Sprague, Harold O.
• modelin, Leopoldo Sanz
• RE: Drift limitations for wind loading, Sprague, Harold O.
• RE: Drift limitations for wind loading, Peter McCormack
• modeling composite beams in SAP2000, Leopoldo Sanz
• RE: modeling composite beams in SAP2000, Lutz,James
• Setting the Record Straight - Re: Roger Turk and Re: Question on "Seismic Zone Factor", E.V. Leyendecker
• Ram base plate software or some other, Ken Peoples
• Re: Ram base plate software or some other, Leopoldo Sanz
• Re: WANTED: Example Specification for "Structural Grout", Bill Polhemus
• RE: Clevis question in AISC manual, Charlie Carter
• RE: WANTED: Example Specification for "Structural Grout", Sprague, Harold O.
• Re: Ram base plate software or some other, Scott E Maxwell
• 1 hr Fire Wall in High Moisture Barn, Ed Fasula
• RE: base plate software, Khosrownia, Ghassem SPK
• RE: 1 hr Fire Wall in High Moisture Barn, Benson,Ralph
• Re: EERI Video, ChrisArno
• Re: Ram base plate software or some other, Jim Todd
• Ceiling Fire Protection, Lutz,James
• RE: Ceiling Fire Protection, Yousefi, Ben
• RE: Ceiling Fire Protection, Vince Yu

Tue Jun 13 00:47:09 GMT 2000

• Re: Steel Beam Identification, Daniel A. Estabrooks
• RE: Clevis question in AISC manual, Peter Higgins
• Re: 1 hr Fire Wall in High Moisture Barn, Stanley E. Scholl
• Re: Ceiling Fire Protection, John Rose
• Re: EERI Video, Alan
• Standards for Plan Detail, Ed Fasula
• RE: Standards for Plan Detail, Charles Espenlaub
• Re: Standards for Plan Detail, Greg Smith
• Re: Standards for Plan Detail, Greg Smith
• RE: Standards for Plan Detail, seaint-return
• Employment Ads in National Newspapers, RajSTC
• Re: Standards for Plan Detail, Richard Lewis
• Outstanding issues, Attila Beres
• Re: modeling composite beams in SAP2000, Fariborz Tehrani
• Re: Standards for Plan Detail, John Riley
• Question SAP2000, GORTAIRE ERAZO PAUL ALFONSO
• RE: Standards for Plan Detail, Madden, Gerard
• RE: base plate software, Keith Fix
• RE: base plate software, Panos Trochalakis
• RE: Standards for Plan Detail, Ed Fasula
• RE: base plate software, Charlie Carter
• Approved end-jointed lumber, Dave Adams
• Re: Ram base plate software or some other, Teresa Dellies
• Re: Standards for Plan Detail, Mark Ketchum
• Archon Structural Software?, Caldwell, Stan
• RE: Standards for Plan Detail, Ed Fasula
• Design of Base Plates (was RE: base plate software), Khosrownia, Ghassem SPK
• Re: Approved end-jointed lumber, Charles Greenlaw
• RE: Standards for Plan Detail, Bill Allen
• Re: Employment Ads in National Newspapers, Behnam Arya
• Millennium Bridge Plans and Photos, Caldwell, Stan
• Re: Archon Structural Software?, Bill Polhemus
• Wobbly New Thames Bridge, Caldwell, Stan
• Re: Standards for Plan Detail, Peter Higgins

Wed Jun 14 00:24:32 GMT 2000

• Re: modeling composite beams in SAP2000, Majid Sarraf
• RE: Standards for Plan Detail, Mark E. Deardorff
• RE: Archon Structural Software?, Cain, William
• Re: Millennium Bridge Plans and Photos, Bill Polhemus
• Re: Outstanding issues, Bill Polhemus
• Re: Standards for Plan Detail, Bill Polhemus
• RE: Standards for Plan Detail, Bill Allen
• RE: Standards for Plan Detail, Peter Higgins
• RE: Standards for Plan Detail, Roger Turk
• Re: Standards for Plan Detail, Charles Greenlaw
• QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Elreedy, Mohamed A
• RE: Outstanding issues, Rogers, Robert
• Ducts Through Long Span Joists, Randy Diviney
• Beam info needed, David Handy
• RE: Outstanding issues, Sherman, William
• Re: Outstanding issues, Stanley E. Scholl
• RE: Beam info needed, sharonb
• Stand alone retaining wall software, Randy Diviney
• RE: Stand alone retaining wall software, sharonb
• Foundation on Expansive Clay, Richard Lewis
• RE: Ducts Through Long Span Joists, Roger Davis
• Re: Beam info needed, Daniel A. Estabrooks
• RE: Archon Structural Software?, Brian K. Smith
• re: Stand alone retaining wall software, Arvind K. Bisarya
• Re: Stand alone retaining wall software, Paul Feather
• Re: modeling composite beams in SAP2000, Fariborz Tehrani
• Beam info needed, Roger Turk
• Happy Flag Day, Bill Polhemus
• attachments, Leopoldo Sanz
• Foundation on Expansive Clay, Peter Higgins
• Re: Beam info needed, Scott E Maxwell
• RE: Standards for Plan Detail, Cain, William
• Re: modeling composite beams in SAP2000, Leopoldo Sanz
• Civil Opportunities in Glendale, CA, H. Chancellor
• RE: Foundation on Expansive Clay, Brian K. Smith
• Re: attachments, Scott E Maxwell
• Wood Diaphragm Edge, Jim Kestner
• RE: Outstanding issues, Eric Lehmkuhl
• RE: Wood Diaphragm Edge, Bart Needham
• Re: attachments, Christopher Wright
• Re: modeling composite beams in SAP2000, Majid Sarraf
• Re: Standards for Plan Detail, Peter Higgins
• RE: Stand alone retaining wall software, Bill Allen
• Concrete Design Software, Horning, Dick/CVO
• Re: Wood Diaphragm Edge, Jie Lu, P.E., S.E.
• RE: modeling composite beams in SAP2000, Rex Donahey

Thu Jun 15 00:19:21 GMT 2000

• RE: Concrete Design Software, Bart Needham
• Re: Clevis question in AISC manual, Rick Burch
• SE Database, Rbengrguy
• Re: Wood Diaphragm Edge, John Rose
• Re: base plate software, Paul Ransom
• RE: Stand alone retaining wall software, Philip Christensen
• RE: Wood Diaphragm Edge, Roger Davis
• Re: Archon Structural Software?, Peter McCormack
• Re: Concrete Design Software, Michael Zaitz
• RE: Concrete Design Software, BILL PULYER
• Re: Wood Diaphragm Edge, Jim Kestner
• wood diaphragm edge / roof venting, PFFEI
• RE: Ducts Through Long Span Joists, Sprague, Harold O.
• RE: base plate software, Khosrownia, Ghassem SPK
• Re: Concrete Design Software, Kirk Haverland
• RE: Concrete Design Software, Roger Davis
• Re: wood diaphragm edge / roof venting, Charles Greenlaw
• RE: Approved end-jointed lumber, Brian K. Smith
• Re: wood diaphragm edge / roof venting, Paul Feather
• RE: Concrete Design Software, Troy Madlem
• RE: Beam info needed, Sprague, Harold O.
• Re: SE Database, Greg Smith
• Re: base plate software, Paul Feather
• Concrete Design Software, Horning, Dick/CVO
• Re: base plate software, Rick . Drake
• RE: base plate software, Scott, William N.
• RE: Approved end-jointed lumber, Bart Needham
• RE: Beam info needed, Roger Turk
• RE: QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Sprague, Harold O.
• RE: base plate software, Sprague, Harold O.
• RE: base plate software, Khosrownia, Ghassem SPK
• Texas PE Board Rules on Aggie Bonfire, Caldwell, Stan
• RE: base plate software, Khosrownia, Ghassem SPK
• Re: attachments, Greg Smith
• FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Todd Hill
• RE: Approved end-jointed lumber, Roger Turk
• RE: modeling composite beams in SAP2000, gelca
• RE: base plate software, Sprague, Harold O.
• Re: base plate software, Bill Polhemus
• Re: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Michael Zaitz
• RE: Beam info needed, David Handy
• Re: QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Tom . Hunt
• "Ping" request, Bill Polhemus
• Re: Texas PE Board Rules on Aggie Bonfire, Brian J. Keating

Fri Jun 16 00:02:34 GMT 2000

• RE: base plate software, Khosrownia, Ghassem SPK
• a why to members, Vyacheslav Gordin
• USGS National Seismic Hazard Mapping Project Web Site, E.V. Leyendecker
• RE: Approved end-jointed lumber, Charles Espenlaub
• Re: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, EphHirsch
• Masonry Vent, Paul Feather
• Mathcad to Excel then Back to Mathcad, Madden, Gerard
• Re: Texas PE Board Rules on Aggie Bonfire, Bill Polhemus
• Re: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Bill Polhemus
• Re: Texas PE Board Rules on Aggie Bonfire, Peter McCormack
• RE: Beam info needed, Sprague, Harold O.
• SEAINT Salary Survey!, Shafat Qazi
• Re: base plate software, Bill Polhemus
• Re: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Scott E Maxwell
• RE: base plate software, Scott E Maxwell
• Re: base plate software - Bi-directional Moments, Jim Todd
• Re: base plate software, Peter Higgins
• RE: Masonry Vent, Sprague, Harold O.
• RE: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Bill Allen
• Foundation Software, sharonb
• Vents in Masonry, Michael Krakower
• re: "Ping" request, Arvind K. Bisarya
• Professional Development Hours (PDH), Bruce Pooley
• RE: SEAINT Salary Survey!, Caldwell, Stan
• RE: a why to members, Caldwell, Stan
• RE: SEAINT Salary Survey!, Shafat Qazi
• Recent Ruling by California Board of Registration for Prof. Engineers, Ron O. Hamburger
• Father's Day for an Engineer, Caldwell, Stan
• RE: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concr ete, Daley, John
• Re: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Bill Polhemus
• RE:STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Adair, Joel
• Re: Recent Ruling by California Board of Registration for Prof. Engineers, Paul Feather
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Michael Zaitz
• RE: Recent Ruling by California Board of Registration for Prof. E ngineers, Bart Needham
• Re: Recent Ruling by California Board of Registration for Prof. Engineers, GEOHAK
• base plates subject to uplift, PFFEI
• AutCAD DWG to PDF?, Armijo, John J (PWCSD 184)
• New Essential for CA Engineers, fturner
• Recent Ruling by California Board of Reg, Roger Turk
• Re: New Essential for CA Engineers, c2
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Bill Polhemus
• Re: Recent Ruling by California Board of Registration for Prof., Christopher Wright
• RE: base plates subject to uplift, Sprague, Harold O.
• RE: Recent Ruling by California Board of Registration for Prof. E ngineers, Peter Higgins
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Davis Parsons
• Recommended Reading, Part 1 of 2, Caldwell, Stan
• Re: New Essential for CA Engineers, EphHirsch
• RE: base plates subject to uplift, Roger Davis

Sat Jun 17 00:06:12 GMT 2000

• Where are we headed?, Jim Kestner
• RE: AutCAD DWG to PDF?, Robert Rollo
• Re: Recent Ruling by California Board of Registration for Prof. E ngineers, Paul Feather
• Ceiling Fire Protection, Stuart Lewis
• Re: Recent Ruling by California Board of Reg, EphHirsch
• Re: a why to members, Richard L. Hess
• RE: Recent Ruling by California Board of Reg, Mike Valley
• Re: Recent Ruling by California Board of Reg, Charles Greenlaw
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Fountain Conner
• RE: Father's Day for an Engineer, George Richards, P.E.
• Re: wood diaphragm edge / roof venting, John Rose
• Re: Recent Ruling by California Board of Registration for Prof. Engineers, EphHirsch
• torsional property "C" as listed in 'aisc hss connection manual', Sandip Guha
• RE: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Dan Vines
• RE: Recommended Reading, Part 1 of 2, Lutz,James
• Re: Where are we headed?, Christopher Wright
• Recent Ruling by California Board of Registration for Prof. Engineers, Mark Gilligan
• Re: Recent Ruling by California Board of Registration for Prof. Engineers, John Riley
• Recommended Reading, Part 2 of 2, Caldwell, Stan
• base plates subject to uplift, Roger Turk
• Re: AutCAD DWG to PDF?, John E. Alcaras PE(Civil)
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Davis Parsons
• Re: torsional property "C" as listed in 'aisc hss connection m, Christopher Wright
• Further to: Recent Ruling by Calif. BOPELs, Ron O. Hamburger
• Re: wood diaphragm edge / roof venting, Paul Feather
• Re: Further to: Recent Ruling by Calif. BOPELs, Bill Polhemus
• Re: Recent Ruling by California Board of Registration forProf.Engineers, Bill Polhemus
• Re: Recent Ruling by California Board of Registration for Prof.Engineers, Peter Higgins
• Recommended Reading, Part 2 of 2, Peter Higgins
• Re: Recent Ruling by California Board of Registration for Prof. Engineers, Peter Higgins
• Re: AutCAD DWG to PDF?, Bill Polhemus
• Re: Recommended Reading, Part 2 of 2, Hanan Al Rustamani
• R..E..S..P..E..C..T (apologies to Aretha), Peter Higgins
• Plan "reviewers" signing their work, Peter Higgins
• Re: Ducts Through Long Span Joists, Philip T. Hodge
• RE: Recent Ruling by California Board of Reg, Charles Greenlaw
• Letter to Editor RE: Weingardt Commentary, Rbengrguy

Sun Jun 18 00:33:48 GMT 2000

• Re: AutCAD DWG to PDF?, Christopher Wright
• Re: How to check your Internet security, Roy Sharif M. Sison
• Evaluation of salvaged Steel Joists, Bruce Pooley
• Re: How to check your Internet security, Bill Polhemus
• Re: Evaluation of salvaged Steel Joists, Philip T. Hodge
• Re: Letter to Editor RE: Weingardt Commentary, Tomás Matta
• Re: Evaluation of salvaged Steel Joists, c2
• Re: How to check your Internet security, Roy Sharif M. Sison
• Re: Evaluation of salvaged Steel Joists, Bill Polhemus
• Re: Evaluation of salvaged Steel Joists, John Riley
• Re: SE Database, Keith Fix
• Re: Concrete Design Software/Steel Design Software, Keith Fix
• Re: Recommended Reading, Part 2 of 2, Jake Watson
• Re: base plates subject to uplift, Keith Fix
• steel beams, Tomás Matta
• Re: Letter to Editor RE: Weingardt Commentary, Keith Fix
• Re: Letter to Editor RE: Weingardt Commentary, Mark Gilligan
• Re: Where are we headed?, Fountain Conner
• Re: Letter to Editor RE: Weingardt Commentary, Fountain Conner
• Re: Where are we headed?, Jake Watson

Mon Jun 19 03:34:09 GMT 2000

• First Real time report added, Shafat Qazi
• RE: torsional property "C" as listed in 'aisc hss connection man ual', Charlie Carter
• RE: torsional property "C" as listed in 'aisc hss connection man ual', Charlie Carter
• RE: base plates subject to uplift, Charlie Carter
• RE: steel beams, Charlie Carter
• polypropylene fibers, Scott E Maxwell
• Vermont license, anyone?, GRileyPE
• employment opportunities, GRileyPE
• RE: Ceiling Fire Protection, Lutz,James
• RE: Recent Ruling by California Board of Registration for Prof. E ngineers, Harper, Mark
• RE: Letter to Editor RE: Weingardt Commentary, Fredericks, Douglas/SAC
• RE: Recommended Reading, Part 2 of 2, Rogers, Robert
• HSS connection manual, Albert Meyer
• Re: HSS connection manual, Rick . Drake
• RE: Recommended Reading, Part 2 of 2, Scott E Maxwell
• information VISION 2000, GORTAIRE ERAZO PAUL ALFONSO
• RE: HSS connection manual, Lutz,James
• Re: HSS connection manual, Scott E Maxwell
• RE: Recommended Reading, Part 2 of 2, Rogers, Robert
• OMF in low seismic zones, Scott E Maxwell
• RE: HSS connection manual, Charlie Carter
• Re: HSS connection manual, Scott E Maxwell
• RE: Recommended Reading, Part 2 of 2, Lutz,James
• RE: Recommended Reading, Part 2 of 2, Albert Meyer
• RE: Letter to Editor RE: Weingardt Commentary, Bart Needham
• RE: polypropylene fibers, George Muste
• RE: Recommended Reading, Part 2 of 2, Scott E Maxwell
• RE: OMF in low seismic zones, Sprague, Harold O.
• Another Virus, Sprague, Harold O.
• RE: OMF in low seismic zones, Charlie Carter
• FW: Recommended Reading, Part 2 of 2, sharonb
• Who wants to be a doctor?, Acie Chance

Tue Jun 20 00:14:04 GMT 2000

• RE: polypropylene fibers, Sprague, Harold O.
• Re: Recommended Reading, Part 2 of 2, c2
• RE: Who wants to be a doctor?, Albert Meyer
• Re: Polypropylene Fibers, Jim Todd
• RE: Who wants to be a doctor?, Bill Allen
• RE: OMF in low seismic zones, Scott E Maxwell
• RE: polypropylene fibers, Scott E Maxwell
• RE: OMF in low seismic zones, Scott E Maxwell
• Re: polypropylene fibers, Stanley E. Scholl
• Re: Who wants to be a doctor?, John Riley
• Russian seismic question, Dave Meney
• heat resistant and durable concrete, Ken Peoples
• Re: Who wants to be a doctor?, Fountain Conner
• Re: Recommended Reading, Part 2 of 2, Jake Watson
• Re: Who wants to be a doctor?, Peter McCormack
• RE: OMF in low seismic zones, Keith Fix
• RE: Setting the Record Straight - Question on "Seismic Zone Facto r", Sherman, William
• RE: base plates subject to uplift, Sherman, William
• Re: Recommended Reading, Part 2 of 2, Roger Turk
• RE: Recommended Reading, Part 2 of 2, Charles Espenlaub
• RE: Who wants to be a doctor?, sharonb
• Re: Who wants to be a doctor?, Scott E Maxwell
• RE: Interesting structural note..., Bill Allen
• Re: Recommended Reading, Part 2 of 2, Neil Moore
• Re: Who wants to be a doctor?, Bill Polhemus
• RE: base plates subject to uplift, Rick . Drake
• Geo-Tech Testing Facilities in Dallas & Amarillo, RajSTC
• Interesting structural note..., Richard Lindenberg
• RE: Recommended Reading, Part 2 of 2, Christopher Wright
• Re: First Real time report added, Richard & audra
• Re: Who wants to be a doctor?, Rick . Drake
• RE: Geo-Tech Testing Facilities in Dallas & Amarillo, Brian K. Smith
• RE: Interesting structural note..., Richard Lindenberg
• 3x Member w/Anchorage Forces in Sub-Diaphragm, Kevin Kaplan
• RE: base plates subject to uplift, Sherman, William
• RE: polypropylene fibers, Sprague, Harold O.
• Re: Teaching, Peter Higgins
• Who wants to be an engineer?, jwalsh
• RE: Who wants to be a doctor?, Rogers, Robert
• RE: base plates subject to uplift, Peter Higgins
• Re: Recommended Reading, Part 2 of 2, Keith Fix
• 3x Member w/Anchorage Forces in Sub-Diaphragm, Peter Higgins
• Re: base plates subject to uplift, Bill Polhemus
• Reference Requirements for CA PE Test, Jeffrey Flansburg - seaint
• RE: Who wants to be an engineer?, Acie Chance

Wed Jun 21 00:29:14 GMT 2000

• Re: Who wants to be a doctor?, David Hall
• Re: Recommended Reading, Part 2 of 2, Paul Feather
• Re: Who wants to be a doctor?, Alan
• Re: Concentrated Loads on Concrete Walls, Michael Bryson
• RE: Who wants to be a doctor?, sharonb
• Re: First Real time report added, Bill Polhemus
• Re: Geo-Tech Testing Facilities in Dallas & Amarillo, James Lane, P.E.
• Re: Concentrated Loads on Concrete Walls, Michael Bryson
• RE: base plates subject to uplift, Sherman, William
• RE: Who wants to be a doctor?, Acie Chance
• Re: Reference Requirements for CA PE Test, Paul Feather
• SEAONC SEMINAR - SDM-Vol II, frp 2000
• Re: Who wants to be a doctor?, Fountain Conner
• Info needed on flitch beams, Bill Polhemus
• Concentrated Loads on Concrete Walls, Michael Zaitz
• RE: Recommended Reading, Part 2 of 2, Fredericks, Douglas/SAC
• Re: Who wants to be an engineer?, frp 2000
• RE: Info needed on flitch beams, Bill Allen
• Re: Recommended Reading, Part 2 of 2, r nester
• RE: Who wants to be a doctor?, Rogers, Robert
• Re: Who wants to be a doctor?, Bill Polhemus
• Re: Who wants to be an engineer?, Peter McCormack
• Re: Who wants to be an engineer?, Bill Polhemus
• RE: Info needed on flitch beams, Albert Meyer
• Re: Who wants to be a doctor?, Fountain Conner
• Precast Structure, Jake Watson
• RE: Recommended Reading, Part 2 of 2, Charles Espenlaub
• API 650 roof to shell joint, Ken Peoples
• Re: Info needed on flitch beams, Fountain Conner
• RE: base plates subject to uplift, Charlie Carter
• RE: API 650 roof to shell joint, Ron Hill
• RE: Concentrated Loads on Concrete Walls, sharonb
• RE: Recommended Reading, Part 2 of 2, Peter Higgins
• Re: 3x Member w/Anchorage Forces in Sub-Diaphragm, Jeff Coronado
• yield strength of A706 rebar, Dan Vines
• Re: yield strength of A706 rebar, Charley Hamilton
• Poly-pro fibers, Michael Krakower
• Re: 3x Member w/Anchorage Forces in Sub-Diaphragm, COEngineer
• RE: yield strength of A706 rebar, Harper, Mark
• RE: polypropylene fibers, Roger Davis
• Re: Who wants to be a doctor?, L. Thomas Bayne
• RISA - was: Who wants to be a doctor?, Ed . Haninger
• RE: Precast Structure, Todd Hill
• RE: polypropylene fibers, Scott E Maxwell
• RE: yield strength of A706 rebar, Brent Koch
• Re: yield strength of A706 rebar, frp 2000
• engineering books, seaint-return
• Snow Drift Loading., Pat Ebner
• RE: yield strength of A706 rebar, Mike Valley
• New Hampshire Foundations, Domenic DeAngelo
• RE: engineering books, Sherman, William
• engineering books, Peter Higgins
• RE: yield strength of A706 rebar, Scott, William N.
• RE: New Hampshire Foundations, Albert Meyer
• Re: engineering books, David Hall
• RE: polypropylene fibers, Jim Todd
• RE: New Hampshire Foundations, Caldwell, Stan

Thu Jun 22 00:07:17 GMT 2000

• RE: New Hampshire Foundations, Sprague, Harold O.
• RE: engineering books, Bill Allen
• RE: engineering books, BILL PULYER
• RE: Snow Drift Loading., James Allen
• Re: Snow Drift Loading., Jake Watson
• Re: New Hampshire Foundations, Ned Waltz
• RE: yield strength of A706 rebar, Sprague, Harold O.
• CA- BOPELS Proposed Rulemaking for Seals and Signatures, fturner
• Re: Who wants to be a doctor? to Fountain Conner, Tomás Matta
• Re: Snow Drift Loading., Michael Bryson
• Re: Snow Drift Loading., Roger Turk
• Re: Snow Drift Loading., Philip T. Hodge
• Re: New Hampshire Foundations, Stanley E. Scholl
• A992 welding - E70XX low hydrogen?, Ken Peoples
• Re: Who wants to be a doctor? to Fountain Conner, Bill Polhemus
• RE: A992 welding - E70XX low hydrogen?, Albert Meyer
• Re: Reprints of magazine articles, Juan C. Gray
• Re: A992 welding - E70XX low hydrogen?, Scott E Maxwell
• RE: A992 welding - E70XX low hydrogen?, Sprague, Harold O.
• Re: Snow Drift Loading., Jake Watson
• Re: Who wants to be a doctor? to Fountain Conner, Fountain Conner
• Evaluation of salvaged steel joists, Bruce Pooley
• re: A992 welding - E70XX low hydrogen?, Lanny J. Flynn, P.E., S.E.
• RE: Reprints of magazine articles, Sprague, Harold O.
• RE: A992 welding - E70XX low hydrogen?, Christopher Wright
• RE: yield strength of A706 rebar, Sprague, Harold O.
• 2000 IBC, Ritter, Mike
• RE: SEAONC SEMINAR - SDM-Vol II, Fieberling, Eric
• RE: engineering books, Lutz,James
• Re: A992 welding - E70XX low hydrogen?, Christopher Wright
• RE: Reprints of magazine articles, Roger Turk
• RE: 2000 IBC, Todd Hill
• Evaluation of salvaged steel joists, Roger Turk
• RE: 2000 IBC, Yousefi, Ben
• Maine snow loading., EphHirsch
• RE: A992 welding - E70XX low hydrogen?, Bart Needham
• Re: structural engineering license in Oregon, TARNO COLEMAN
• Re: Who wants to be a doctor?, Hanan Al Rustamani
• 2000 IBC, Tom . Hunt
• RE: structural engineering license in Oregon, LAURA K. KANNADY
• Re: Reprints of magazine articles, Bill Polhemus
• 2000 IBC, Ritter, Mike
• FW: Snow Drift Loading., La Count, Curt
• Engineer search, Mark D. Baker
• RE: Snow Drift Loading., Daley, John
• RE: 2000 IBC, Rex Donahey
• Re: 2000 IBC, frp 2000
• Handcalc search, Jorge Ramos
• Na Near-Source Question, M.J. Huszcz

Fri Jun 23 00:09:28 GMT 2000

• structural engineering license in Oregon, Scott E Maxwell
• RE: 2000 IBC, Lutz,James
• RE: Engineer search, Cain, William
• RE: Handcalc search, Brent Koch
• RE: Engineer search, Armijo, John J (PWCSD 184)
• Re: Snow Drift Loading, John MacLean
• Steel Roof Deck Attachment Question, CanitzCF
• RE: A992 welding - E70XX low hydrogen?, Bob Shaw
• Re: CA- BOPELS Proposed Rulemaking for Seals and Signatures, dowo
• Re: Engineer search, Mark Baker
• Re: Who wants to be a doctor?, Hanan Al Rustamani
• Re: structural engineering license in Oregon, Laurence B. Oeth
• Canada Snow Load, Fountain Conner
• RE: Handcalc search, Carl Taylor
• RE: Maine snow loading., Todd Hill
• RE: A992 welding - E70XX low hydrogen?, Tom . Hunt
• Re: Canada Snow Load, Scott E Maxwell
• RE: Na Near-Source Question, Yousefi, Ben
• RE: Steel Roof Deck Attachment Question, Caldwell, Stan
• Re: Steel Roof Deck Attachment Question, c2
• Na Near-Source Question, Martin W. Johnson
• RE: Steel Roof Deck Attachment Question, Caldwell, Stan
• Bay area Tri-chapter wood diapgragm guideline, Yousefi, Ben
• RE: Steel Roof Deck Attachment Question, Peter Higgins
• Average Salary by Experience, Shafat Qazi
• RE: HSS Sheartab Equation, BILL PULYER
• Wall thickness of HSS sections, Alexander Sasha Itsekson
• RE: Average Salary by Experience, Khosrownia, Ghassem SPK
• RE: Average Salary by Experience, Byron Dietrich
• QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, Byron Dietrich
• Re: Steel Roof Deck Attachment Question, c2
• RE: HSS Sheartab Equation, Roger Davis
• Again on the HSS black book, Peter McCormack
• RE: Wall thickness of HSS sections, Mike Valley
• Re: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD, Christopher Wright
• SEISMIC DESIGN COURSE, Glyn Boone
• RE: Steel Roof Deck Attachment Question, Brian K. Smith
• Geography -- Re: Average Salary by Experience, Fountain Conner
• Re: Average Salary by Experience, Fountain Conner
• RE: Handcalc search, ECVAl3
• FW: FW: Who wants to be a doctor?, Scott, William N.
• RE: Average Salary by Experience, Daley, John
• Re: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, Jim Todd

Sat Jun 24 00:21:14 GMT 2000

• Need Local PM to Represent us in Richmond, VA, James Lane, P.E.
• RE: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, Bob Shaw
• TEDDS, Peter Higgins
• Snow Loads & the Building Official, Roger Turk
• RE: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, mjscybercafe
• Re: engineering books, Juan Enrique Justo
• Re: Average Salary by Experience, Bill Polhemus
• AEC-Residential listservice, Nels Roselund

Sun Jun 25 01:08:59 GMT 2000

• Re: Canada Snow Load, Paul Ransom
• Re: Wall thickness of HSS sections, Paul Ransom
• RE: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD, Christopher Wright
• Re: engineering books, Peter Higgins

Mon Jun 26 00:03:11 GMT 2000

• RE: Ceiling Fire Protection, wtca
• Re: Geography -- Re: Average Salary by Experience, Laurence B. Oeth
• Re:Lateral pressure on formwork, Gu Jianzhong
• Re: Canada Snow Load, E.B.Davison, P.Eng.
• Fire Protection, Michael Zaitz
• RE: Fire Protection, Sprague, Harold O.
• RE: Wall thickness of HSS sections, Mike Valley
• RE: Fire Protection, Scott E Maxwell
• Reinforced Concrete "PILASTER" Design, Teresa Dellies
• RE: Fire Protection, Sprague, Harold O.
• RE: Reinforced Concrete "PILASTER" Design, Lutz,James
• Steel Bridge Framing Question, Jonathan Mallard
• Re: Steel Bridge Framing Question, Bill Polhemus
• Re: Steel Bridge Framing Question, Jonathan Mallard
• RE: Steel Roof Deck Attachment Question, Sprague, Harold O.

Tue Jun 27 00:30:08 GMT 2000

• Seeking Sponsors for Web site, Shafat Qazi
• Re: Reinforced Concrete "PILASTER" Design, Nels Roselund
• Structural engineering in a home business, Elreedy, Mohamed A
• Re: Structural engineering in a home business, mohamed deen
• Re: Steel Bridge Framing Question, Bill Polhemus
• older aisc manual wanted, Ken Peoples
• RE: older aisc manual wanted, Daley, John
• Re: older aisc manual wanted, Scott E Maxwell
• ETABS, Jake Watson
• Re: Reinforced Concrete "PILASTER" Design, Scott E Maxwell
• RE: older aisc manual wanted, Troy Madlem
• Re: Reinforced Concrete "PILASTER" Design, Teresa Dellies
• RE: Steel Roof Deck Attachment Question, Martin W. Johnson
• cored concrete beams, Tony Diaz
• RE: older aisc manual wanted, Ken Peoples
• Re: Reinforced Concrete "PILASTER" Design, Alex Nacionales
• RE: older aisc manual wanted, sharonb
• Re: cored concrete beams, Teresa Dellies
• Re: Reinforced Concrete "PILASTER" Design, Teresa Dellies
• RE: cored concrete beams, Sprague, Harold O.
• Receipt of 6/27/2000 8:54 AM message, TBenson
• Re: cored concrete beams, Tony Diaz
• ETABS, Roger Turk
• RE: older aisc manual wanted, Sprague, Harold O.
• Re: cored concrete beams, Paul Feather
• RE: cored concrete beams, BILL PULYER
• RE: TEDDS, Brian K. Smith
• Joist Girder Connections to Tubes, Michael Zaitz
• RE: cored concrete beams, Nicholas Blackburn
• RE: Joist Girder Connections to Tubes, Sprague, Harold O.
• Re: Joist Girder Connections to Tubes, Michael Zaitz
• Joist Girder Connections to Tubes, Roger Turk
• RE: Joist Girder Connections to Tubes, Troy Madlem
• Steel Connections, James Lane, P.E.
• RE: Steel Connections, Acie Chance

Wed Jun 28 00:06:18 GMT 2000

• Re: cored concrete beams, frp 2000
• Re: Steel Connections, Lanny J. Flynn
• Re: cored concrete beams, frp 2000
• RE: Steel Connections, Sprague, Harold O.
• Re: cored concrete beams, frp 2000
• RE: Steel Connections, James Lane, P.E.
• Re: SEAONC Seminar - Vol II, frp 2000
• RE: Steel Connections, Scott E Maxwell
• RE: Steel Connections, Peter Higgins
• RE: Steel Connections, Peter Higgins
• Steel Connections, John Riley
• RE: Joist Girder Connections to Tubes, MKnight
• Re: Steel Connections, Neil Glaser
• Re: Joist Girder Connections to Tubes, Michael Zaitz
• Firewall construction, Scott E Maxwell
• RE: Firewall construction, Charles Espenlaub
• RE: Fire Protection, Charles Espenlaub
• Steel Connections, John Riley
• Re: Fire Protection, Michael Zaitz
• Re: Reinforced Concrete "PILASTER" Design, Martin W. Johnson
• Pinned connection for pipes, Fariborz Tehrani
• Receipt of 6/27/00 8:54:00 AM message, Mike Murphy
• RE: Joist Girder Connections to Tubes, Armijo, John J (PWCSD 184)
• RE: Joist Girder Connections to Tubes, Sprague, Harold O.
• Re: Cracking in Concrete Slabs on Grade, Domenic DeAngelo
• RE: Steel Connections, James Lane, P.E.
• Re: Cracking in Concrete Slabs on Grade, Jim Kestner
• Re: Cracking in Concrete Slabs on Grade, Domenic DeAngelo
• RE: Cracking in Concrete Slabs on Grade, Sprague, Harold O.
• RE: Firewall construction, Sprague, Harold O.
• RE: Firewall construction, Scott E Maxwell
• RE: Firewall construction, Scott E Maxwell
• Metal Deck Welding, Rick Byrd
• Re: Expected Yield Strength of Steel?, Rick . Drake
• Steel Seminar, Ritter, Mike
• Expected Yield Strength of Steel?, Ritter, Mike
• Re: Expected Yield Strength of Steel?, Jason Emoto
• RE: Firewall construction, Sprague, Harold O.
• Design of Circular Bin Roof, Troy Madlem
• Re: Design of Circular Bin Roof, Pat Ebner

Thu Jun 29 00:08:13 GMT 2000

• Re: Steel Seminar, GEOHAK
• Re: Steel Seminar, Ed . Haninger
• Fwd: Ed Turner Case: Legal Victory!, Rbengrguy
• Re: Pinned connection for pipes, Bill Polhemus
• Re: Firewall construction, Rick Burch
• FW: IBC 2000 Section 1913.5.2.5, Martin W. Johnson
• Re: Metal Deck Welding, Nd1942
• RE: Expected Yield Strength of Steel?, Huang, Y. Henry
• Re: Ed Turner Case: Legal Victory!, GEOHAK
• Re: Metal Deck Welding, c2
• RE: Firewall construction, Sprague, Harold O.
• Re: Seeking Sponsors for Web site, Shafat Qazi
• RE: Metal Deck Welding, Sprague, Harold O.
• Re: Seeking Sponsors for Web site, Sunil Gupta
• RE: Expected Yield Strength of Steel?, Sprague, Harold O.
• Re: Firewall construction, David & Brenda Handy
• Re: Expected Yield Strength of Steel?, Scott E Maxwell
• RE: Metal Deck Welding, Bob Shaw
• RE: Firewall construction, Mark Gilligan
• Re: Steel Roof Deck Attachment Question, Philip T. Hodge
• RE: Joist Girder Connections to Tubes, MKnight
• Expected Yield Strength and Steel Seminars, Ritter, Mike
• Re: Steel Seminar, Scott E Maxwell
• Re: Ed Turner Case: Legal Victory!, Scott E Maxwell
• RE: Steel Connections, Bill Allen
• RE: Firewall construction, David Handy
• Re: Steel Connections, c2
• Re: Joist Girder Connections to Tubes, c2
• Re: Steel Roof Deck Attachment Question, Joseph R. Grill
• RE: Steel Seminar, Charlie Carter
• RE: Wall thickness of HSS sections, Charlie Carter
• taping plumb-bob?, Ken Peoples
• RE: Pinned connection for pipes, Charlie Carter
• RE: Steel Connections, Charlie Carter
• Re: taping plumb-bob?, Paul_Reilly
• RE: Design of Circular Bin Roof, Sherman, William
• RE: Design of Circular Bin Roof, Troy Madlem
• RE: taping plumb-bob?, Brian K. Smith
• RE: Steel Connections, Jones, Mark A (Battle Creek)
• Proper Window installation in type V construction, GEOHAK
• RE: taping plumb-bob?, Ron Hill
• Re: Cracking in Concrete Slabs on Grade, Keith Fix
• Re: Steel Connections, c2
• RE: 2000 IBC, Keith Fix
• RE: Steel Roof Deck Attachment Question, Caldwell, Stan
• RE: older aisc manual wanted, Charlie Carter
• RE: taping plumb-bob?, Olive, Harry
• Conc. Frame w/Arched Beam, ECVAl3
• RE: Steel Seminar, Charlie Carter
• Re: Fwd: Ed Turner Case: Legal Victory!, Keith Fix
• RE: Again on the HSS black book, Charlie Carter
• Re: Ed Turner Case: Legal Victory!, Charles Greenlaw
• ARPA, Greg Smith
• RE: taping plumb-bob?, Sprague, Harold O.
• Re: Steel Connections, Keith Fix
• Obtaining SE License endangered by new Board Rule, Charles Greenlaw
• RE: 2000 IBC, Sprague, Harold O.
• RE: Cracking in Concrete Slabs on Grade, Sprague, Harold O.
• washers, PFFEI

Fri Jun 30 00:55:58 GMT 2000

• Re: Steel Roof Deck Attachment Question, Joseph R. Grill
• RE: Proper Window installation in type V construction, sharonb
• Re: Proper Window installation in type V construction, chuckuc
• RE: washers, Sprague, Harold O.
• RE: taping plumb-bob?, Blomberg, Paul
• Professional Fee, Jonathan G. Sevilla, CE
• ARPA, Roger Turk
• RE: taping plumb-bob?, MKnight
• RE: Steel Connections, julio . guerra
• RE: engineering books, Sherman, William
• RE: Joist Girder Connections to Tubes, Scott, William N.
• Perforated Shear Wall Approach, Gina Gobo
• RE: Joist Girder Connections to Tubes, Jim Todd
• RE: Proper Window installation in type V construction, Sprague, Harold O.
• RE: Expected Yield Strength of Steel?, Ritter, Mike
• RE: Steel Connections, Bill Allen
• RE: engineering books, Bill Allen
• Re: Proper Window installation in type V construction, GEOHAK
• Re: Steel Roof Deck Attachment Question, Philip T. Hodge
• Re: [RE: Dade County, Florida, wind requirments.], JORGE NAYA
• Seeking Structural Engineer Position in NY,NJ or CT, Sabu P. Abraham
• RE: Steel Connections, Charlie Carter
• RE: Steel Connections, Keith Fix
• Re: Pinned connection for pipes, Fariborz Tehrani
• RE: Cracking in Concrete Slabs on Grade, Jim Todd
• Re: 2000 IBC, Keith Fix
• RE: Pinned connection for pipes, Fariborz Tehrani
• Re: Obtaining SE License endangered by new Board Rule, Michael Zaitz
• RE: taping plumb-bob?, mjscybercafe
• RE: Seismic equations, mjscybercafe
• RE: Firewall construction, Roger Davis
• RE: Steel Connections, mjscybercafe
• RE: Joist Girder Connections to Tubes, MKnight
• RE: Seismic equations, Claret Heider
• Re: taping plumb-bob?, Stanley E. Scholl
• RE: taping plumb-bob?, Sprague, Harold O.
• RE: Seismic equations, Sprague, Harold O.
• Re: Proper Window installation in type V construction, GEOHAK
• British Columbia License, GRileyPE
• Window Installation, GEOHAK
• Re: ARPA, Christopher Wright
• How do you sign DWG files?, Mark E. Deardorff
• thank you notes, Yousefi, Ben
• RE: washers, Charlie Carter
• Concrete Cover for Vert. Dowels, Ed Fasula
• RE: How do you sign DWG files?, Bart Needham
• MAIL, Robert Perrington
• Lindapter Hollo-Bolt, MKnight
• RE: Steel Connections, Charlie Carter
• RE: Steel Connections, Sprague, Harold O.
• RE: Joist Girder Connections to Tubes, Charlie Carter
• Re: Ed Turner Case: Legal Victory!, GEOHAK
• RE: Pinned connection for pipes, Fariborz Tehrani
• One advantage to signing documents..., GEOHAK
• MAIL, Robert Perrington
• RE: MAIL, Caldwell, Stan
• RE: Steel Connections, Dan Vines
• Re: Perforated Shear Wall Approach, Paul_Reilly
• RE: Perforated Shear Wall Approach, Todd Hill
• Re: Obtaining SE License endangered by new Board Rule, Charles Greenlaw
• Freestanding Pool Design, SDGSE
• Concrete Cover for Vert. Dowels, Roger Turk

Sat Jul 01 00:10:16 GMT 2000

• RE: Na Near-Source Question, Sid Danandeh

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