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SEAINT Mail Archive 1999 (Jan-Mar)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

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

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

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Messages: 2232

Fri Jan 01 21:55:27 GMT 1999

• Re: Structural Engineers are Artists!, Simon Solorio

Sat Jan 02 00:49:10 GMT 1999

• Re: Structural Engineers are Artists!, Milo Ketchum
• Structural Engineering as Art and the pitfalls of computers, Dennis S. Wish PE
• Structure Magazine - Computers and SE Judgement article, Dennis S. Wish PE
• design load for military maintenance depot, terrence turner
• Re: Structural Engineering as Art and the pitfalls of computers, Barry H. Welliver
• Ketchum's Structural Engineers Handbook, Majid Sarraf
• HOW ABOUT THOSE BADGERS!!!!!, wtca
• Re: Structural Engineers are Artists!, Williston L. Warren, IV - S.E.
• Re: Structure Magazine - Computers and SE Judgement article, Christopher Wright
• RE: Structural Engineering as Art and the pitfalls of computers, Dennis S. Wish PE
• RE: Structure Magazine - Computers and SE Judgement article, Dennis S. Wish PE
• Re: Ketchum's Structural Engineers Handbook, Milo Ketchum

Sun Jan 03 00:31:56 GMT 1999

• Re: design load for military maintenance depot, Yank2002
• Re: HOW ABOUT THOSE BADGERS!!!!!, Bobeng
• Re: Structural Engineering as Art and the pitfalls of computers, Bobeng
• Re: Structural Engineers are Artists!, donn wooldridge
• Re: Ketchum's Structural Engineers Handbook, Majid Sarraf
• RE: Structure Magazine - Computers and SE Judgement article, Christopher Wright
• Re: EQFAULT, rnester
• A cure for Boredom, Barry H. Welliver
• Re: Structural Engineering as Art and the pitfalls of computers, vicpeng
• Re: "re-use" fees, Tjb5424744
• Remove me from the list server, Tjb5424744
• Remove, Tjb5424744
• Please remove me from the email list!, Clayton Canfield

Mon Jan 04 08:57:47 GMT 1999

• Composite New Year, james korff
• Conrete Creep test, Kho Poh Teck
• Re: Ketchum's Structural Engineers Handbook, Jim Kestner
• Seismic Safety Commissions and the Structural Engineer, Barry H. Welliver
• RE: Welding Anchor Bolts, John W. Bryan
• RE: Welding Anchor Bolts, Robert Rollo
• Re: Welding Anchor Bolts, PEC - Lake City
• Re: Ketchum's Structural Engineers Handbook, Majid Sarraf
• Re: Ketchum's Structural Engineers Handbook, Milo Ketchum
• Approximate Panel Zone Rotational Stiffness Equation, Eddie Gonzalez
• Re: Ketchum's Structural Engineers Handbook, Majid Sarraf
• RE: Structural Engineers are Artists!, Joyce Fuss
• Re: Basement Wall Cracking, vicpeng
• RE: Structural Engineers are Artists!, Robert Rollo
• RE: Structural Engineers are Artists!, Montgomery Griffiths
• Re: A36, A572 material model/properties., structech
• Re: Basement Wall Cracking, vicpeng
• Re: A36, A572 material model/properties., Eddie Gonzalez
• slab on grade, Jerry D. Coombs
• Re: Structural Engineering as Art, Michael Valley
• RE: slab on grade, Cain, William
• Measured Permeability: Concrete Liquid Retaining Structures, James F Fulton
• Re: Approximate Panel Zone Rotational Stiffness Equation, Majid Sarraf
• RE: Measured Permeability: Concrete Liquid Retaining Structures, Ed Marshall
• Re: Approximate Panel Zone Rotational Stiffness Equation, Constantine Shuhaibar
• RE: slab on grade, Jerry D. Coombs
• RE: slab on grade, Benson,Ralph
• Light Gauge Metal Shearwalls, Williston L. Warren, IV - S.E.
• RE: slab on grade, Brian K. Smith
• Re: Approximate Panel Zone Rotational Stiffness Equation, Eddie Gonzalez
• Steel Joists, Michael D Zaitz
• ASCE Forensic Engineering January 12 Meeting, SCHFUN
• RE: Structural Engineering as Art, Dennis S. Wish PE
• RE: Light Gauge Metal Shearwalls, Kim, Henry D.
• Measured Permeabiltiy: Concrete Liquid retaining structures, James F Fulton
• RE: slab on grade, Gil Brock
• Re: Steel Joists, Jim Kestner
• Re:slab on grade, tbenson
• RE: Structural Engineering as Art, Michael Valley
• RE: Measured Permeabiltiy: Concrete Liquid retaining structures, Ed Marshall
• Freq Asked Questions (FAQ), Shafat Qazi

Tue Jan 05 00:59:14 GMT 1999

• Re: Steel Joists, Phil Hodge
• Re: Ketchum's Structural Engineers Handbook, donn wooldridge
• Looking for an SE in the Bay Area Looking for an SE in the Bay Area, Greg Leyh
• RE: Structural Engineering as Art, Dennis S. Wish PE
• Re: Re: Structural Engineering as Art, Richard Lewis
• RE: Re: Structural Engineering as Art, Dennis S. Wish PE
• Re: Ketchum's Structural Engineers Handbook, Jim Kestner
• Measured Permeability: Concrete Liquid Retaining Structures, Tom . Hunt
• [no subject], David Choi
• [no subject], David Choi
• ACAD Protection, Sleiman Serhal
• Software: UBCWind, dodgen
• RE: ACAD Protection, Vince Yu
• Spark Testing, Spence Pickett
• Seismic Zones in Texas, Powers, Tony
• RE: Welding Anchor Bolts, Harold Sprague
• RE: slab on grade, Harold Sprague
• Re: Software: UBCWind, Jim Kestner
• RE: Seismic Zones in Texas, Harold Sprague
• water proof for concrete retaining wall, Francisco Duarte
• RE: Software: UBCWind, Harold Sprague
• RE: slab on grade, Horning, Dick/CVO
• RE: Seismic Zones in Texas, Powers, Tony
• RE: water proof for concrete retaining wall, Vince Yu
• RE: slab on grade, Harold Sprague
• RE: ACAD Protection, Dennis S. Wish PE
• RE: OSHA Stairs, Harold Sprague
• NEW on the SEAOC web, Mark E. Deardorff
• RV: ACAD Protection, CyA Ingenieria
• NEW on the SEAOC web, Mark E. Deardorff
• RV: Postensioned Software, Juan Constantinidis
• RV: ACAD Protection, Juan Constantinidis
• RE: OSHA Stair, Harold Sprague
• RE: Seismic Zones in Texas, Kenneth Tarlow
• TWO-HOUR RATINGS OF FIRE-RESISTING, pjh2886
• RE: Seismic Zones in Texas, Harold Sprague

Wed Jan 06 00:00:44 GMT 1999

• RE: Light Gauge Metal Shearwalls, Dennis S. Wish PE
• Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
• RE: ACAD Protection, Dennis S. Wish PE
• Re: Software: UBCWind, donn wooldridge
• disortion from heating, RoyLevy
• Re: RV: Postensioned Software, Bisarya
• Re: OSHA Stair, Bill Sherman
• RE: disortion from heating, Harold Sprague
• OSHA: railing with mounted lights, Bill Sherman
• Re: distortion from heating, David & Brenda Handy
• RE: distortion from heating, Powers, Tony
• Re: RV: ACAD Protection, SRTECLA
• Re: OSHA: railing with mounted lights, Rlfong
• Re: RV: Postensioned Software, Joshua Matthews
• Re: NEW on the SEAOC web JAN Board Meeting, james korff
• Fw: Remove, prosteel
• Loading Dock Lateral Load, John Schenne
• Re: Electronic and Paper File Systems - Adobe Acrobat, Barry H. Welliver
• Old Steel Manuals, Michael D Zaitz
• RE: TWO-HOUR RATINGS OF FIRE-RESISTING, Vincenzo Valerio
• RE: Old Steel Manuals, Gordon Yutzy
• Re: Old Steel Manuals, Charlie Carter
• Re: Old Steel Manuals, Charlie Carter
• A dead stop on the SEAINT list server, Charlie Carter
• Re: A dead stop on the SEAINT list server, Jim Kestner
• AISC Manuals, HBAP
• Re: disortion from heating, Shashi Bhakta
• RE: AISC Manuals, Horning, Dick/CVO
• Re: NEW on the SEAOC web JAN Board Meeting, Ron O. Hamburger
• AISC Manuals, HBAP
• RE: A dead stop on the SEAINT list server, Juan Constantinidis
• RE: AISC Manuals, Horning, Dick/CVO
• Retaining wall Exposed to Fire, Structeng1
• Position available, Hanns Baumann
• Calcium Chloride in Concrete, Fountain Conner
• Re: A dead stop on the SEAINT list server, Shafat Qazi
• Re: Calcium Chloride in Concrete, Jim Kestner
• RE: A dead stop on the SEAINT list server, Dennis S. Wish PE
• RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
• RE: Calcium Chloride in Concrete, Harold Sprague
• software for tilt-up?, Sandra Estrella
• Calcium Chloride in Concrete, Roger Turk
• Retaining wall Exposed to Fire, Roger Turk
• Software for tilt-up, HBAP

Thu Jan 07 00:07:35 GMT 1999

• Re: Electronic and Paper File Systems - Adobe Acrobat, Rlfong
• Re: Electronic and Paper File Systems - Adobe Acrobat, Rlfong
• Cable clamps, Bart Needham
• RE: Cable clamps, Harold Sprague
• tilt up walls, Thomas Long
• Re: Retaining wall Exposed to Fire, donn wooldridge
• Re: Position available, SONSUR2
• RE: software for tilt-up?, Caldwell, Stan
• Re: Software: UBCWind, Szuchuan Chang
• RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
• RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
• Re: ACAD Protection, Sleiman Serhal
• RE: Cable clamps, Greg Varney, P.E.
• Re: Software: UBCWind, Byron Benson
• Re: ACAD Protection -Reply, John Armijo
• Research Committee Objectives and Purpose, Shafat Qazi
• Re: ACAD Protection -Reply, Roger Turk
• Dead Stop on the SEAINT List Server (Bela I. Palfalvi), Stamper, James H.
• Re: disortion from heating, Randy Russ
• RE: Seismic Zones in Texas, Deneff, Chris
• RE: Seismic Zones in Texas, BYRON DIETRICH
• Slab shear in hollow-core topping slab, Rod Schenk
• RE: Seismic Zones in Texas, Harold Sprague

Fri Jan 08 00:05:29 GMT 1999

• RE: Seismic Zones in Texas, Harold Sprague
• RE: Seismic Zones in Texas, Kenneth Tarlow
• RE: Seismic Zones in Texas, Harold Sprague
• Welded steel tanks for crude oil, Maria I. Falconi
• RE: Cable clamps, Maria I. Falconi
• Re: Welded steel tanks for crude oil, Celso Mendoza
• SEAOC 1998 Proceedings, Mlcse
• RE: Welded steel tanks for crude oil, Ron Hill
• Re: Software: UBCWind, cstsaur
• Steel Column Anchorage to Foundation, Bab_1
• RE: Welded steel tanks for crude oil, Vincenzo Valerio
• UBC 97, Alberto Guida
• RE: Seismic Zones in Texas, Roger Turk
• RE: UBC 97, Rod Schenk
• Test message-please delete, Deneff, Chris
• Skylight in middle of square hip roof, Eddie Gonzalez
• Re: ACAD Protection, Mark Middlebrook
• Re: RE: Seismic Zones in Texas, Eddie Gonzalez
• RE: ACAD Protection, Ed Marshall
• Re: ACAD Protection, vicpeng
• The "Complete" California Building Code, fturner
• Skylight in middle of square hip roof, Roger Turk
• RE: UBC 97, Alberto Guida

Sat Jan 09 04:17:34 GMT 1999

• RE: ACAD Protection, Mark K Gilligan
• Re: Critical section for shear in wood beams, Suresh
• Re: Seismic Zones in Texas, raranous
• Re: ACAD Protection, Sleiman Serhal
• Re: Critical section for shear in wood beams, Jim Kestner
• RE: ACAD Protection, Ed Marshall
• Re: ACAD Protection, Mark Middlebrook
• RE: ACAD Protection, Dennis S. Wish PE
• Re: Critical section for shear in wood beams, Charles Greenlaw
• RE: Seismic Zones in Texas, james korff
• Structure Magazine Questions, Sam Love
• Structure Magazine Questions, Sam Love
• Structure Magazine Questions, Sam Love
• Structure Magazine Questions, Sam Love
• Structure Magazine Questions, Sam Love

Sun Jan 10 00:00:55 GMT 1999

• RE: UBC 97, Maria I. Falconi
• Re: ACAD Protection, Paul Feather
• Re: Structure Magazine Questions, donn wooldridge
• Re: Structure Magazine Questions, Richard Lewis
• Re: Structure Magazine Questions, Richard Lewis
• Re: Structure Magazine Questions, Richard Lewis
• Re: Structure Magazine Questions, Richard Lewis
• Re: Structure Magazine Q: Ftg Settlem't., Charles Greenlaw
• Re: Structure Magazine Questions, Mark K Gilligan
• Re: Structure Magazine Questions, Mlcse
• Re: USGS - National Seismic Hazard Mapping Project (Seismic Zones in Texas), FEMCCLURE
• Structure Magazine Questions, Mark K Gilligan
• Re: Structure Magazine Questions, Greg Smith
• Re: ACAD Protection, Ray A. Pixley
• RE: ACAD Protection, Mark Middlebrook
• Re: ACAD Protection, Greg Smith
• Structure Magazine Questions, Roger Turk
• Structure Magazine Questions, Roger Turk
• Structure Magazine Questions, Roger Turk
• Structure Magazine Questions, Roger Turk
• RE: Structural Engineering as Art and the pitfalls of computers, Bruce Shephard

Mon Jan 11 00:53:11 GMT 1999

• Column Splice Locations, Gregory P. Luth
• Re: Structure Magazine Questions, Lynn
• Fw: Column Splice Locations, T. Eric Gillham PE
• Fire Damage to Masonry Retaining Wall, Structeng1
• "C35A" for concrete strength in BS Code, pjh2886
• Re: Structure Magazine Questions, Mark K Gilligan
• RE: ACAD Protection, Dennis S. Wish PE
• RE: Structural Engineering as Art and the pitfalls of computers, Dennis S. Wish PE
• RE: Structure Magazine Q: Ftg Settlem't., Alex C. Nacionales
• Re: Structure Magazine Questions - Retaining walls, Bill Sherman
• RE: Structure Magazine Questions - Retaining walls, Harold Sprague
• Re: Structure Magazine Questions, Roger Turk
• Weight, James Lin
• Life span of painted steel, Alex C. Nacionales
• Re: Structure Magazine Questions, Lynn
• Seismic Hazard Map Tables, R.D.McConnell
• Re: Life span of painted steel, Charlie Carter
• RE: Life span of painted steel, Harold Sprague
• Weight, Roger Turk
• Re: Life span of painted steel, Fountain Conner
• Re: Life span of painted steel, Scott A Jensen
• Re: Life span of painted steel, John Schenne
• Fw: Structure Magazine Questions, T. Eric Gillham PE

Tue Jan 12 01:08:19 GMT 1999

• Re: Structure Magazine Questions, Lynn
• SEAOSC January O.C. Dinner Mtg -- This Wednesday, David S. Pomerleau
• Re: Structural Engineering as Art and the pitfalls of computers, EphHirsch
• Re: Structure Magazine Questions, Greg Smith
• Fw: Structure Magazine Questions, T. Eric Gillham PE
• California Earthquake Problems, Yank2002
• Re: "C35A" for concrete strength in BS Code, Pete Barker
• RE: ACAD Protection, seaint-return
• Re[2]: ACAD Protection, Robert Rogers
• Re: California Earthquake Problems, Ricardo Rafael Hernandez
• RE: Seismic Zones in Texas, Harold Sprague
• RE: Seismic Zones in Texas, Horning, Dick/CVO
• Walls Overturning, fturner
• Re: California Earthquake Problems, Yank2002
• Re: California Earthquake Problems, Kenneth Tarlow
• RE: California Earthquake Problems, Dennis S. Wish PE
• Re: ACAD Protection, Mark Nienberg
• Rockery Retaining Walls, Rod Schenk
• Re: Rockery Retaining Walls, TahirQ
• Re: Rockery Retaining Walls, Charley Hamilton
• Seismic Zones in Texas - Some USGS Comments, E.V. Leyendecker
• Re: Rockery Retaining Walls, vicpeng

Wed Jan 13 02:35:15 GMT 1999

• Re: personal, Greg Smith
• RE: Welded steel tanks for crude oil, rodrigo lema
• RE: California Earthquake Problems, Dennis S. Wish PE
• Re: California Earthquake Problems, Yank2002
• Concrete Column Footings, Chris Towne
• Re: Concrete Column Footings, PEC - Lake City
• RE: Concrete Column Footings, Vincenzo Valerio
• 1999 EERI Annual Meeting - Special Saturday Session, Rory . McGruer
• RE: Rockery Retaining Walls, Jerry D. Coombs
• Re: California Earthquake Problems, fturner
• SEAOSC January O.C. Dinner Mtg --Tonight, David S. Pomerleau
• Re: SEAOSC January O.C. Dinner Mtg --Tonight, Eddie Gonzalez
• Re:RE: Rockery Retaining Walls, tbenson
• Earthquake damage to masonry buildings., Denis Camilleri
• RE: ACAD Protection, Mark Middlebrook
• Plywd diaph. deflection, Mvpsc
• Re: Earthquake damage to masonry buildings., CARLOS ARCE LEON
• RE: RE: Rockery Retaining Walls, Rod Schenk
• Properties of Steel Formed Sections, Silenio Marciano de Paulo
• Re: Properties of Steel Formed Sections, FrankGla
• Re: Concrete Column Footings, Richard Lewis
• Re: California Earthquake Problems, Kenneth Tarlow
• Eiffel Tower 2, Shafat Qazi
• Re[2]: Structure Magazine Questions - Retaining walls, Ed . Haninger
• Re: Rockery Retaining Walls, Charley Hamilton
• RE: ACAD Protection, Roger Turk
• RE: Rockery Retaining Walls, Rod Schenk
• RE: Rockery Retaining Walls, Chance, Acie P.
• RE: Rockery Retaining Walls, Frank Yang
• Re: personal, vicpeng
• RE: Seismic Zones in Texas - Some USGS Comments, Harold Sprague
• Re: Plywd diaph. deflection, Hosny Hakim

Thu Jan 14 00:01:49 GMT 1999

• Re: Plywd diaph. deflection, Kenneth Tarlow
• Re: Rockery Retaining Walls, Robert Kazanjy
• Re:RE: RE: Rockery Retaining Walls, tbenson
• Archaic Concrete Expansion Anchors, Roche, Ann E.
• Re: Properties of Steel Formed Sections, J. Strua
• RE: ACAD Protection, Mark Nienberg
• Re: Concrete Column Footings, Mario A. Tioli
• California Earthquake Problems, rodrigo lema
• Re: California Earthquake Problems, Paul Feather
• Re: California Earthquake Problems, Sleiman Serhal
• Re: Properties of Steel Formed Sections, avansse.com
• Free vibration response (known as mode localization) in grid structures, Jose Edward Rodrigues Cristiani
• Address of Web Designer's Universities, Jose Edward Rodrigues Cristiani
• artwork support, Trobridge, Bruce
• RE: ACAD Protection / printing stuff, Mark Middlebrook
• Re: Seismic Zones in Texas - Some USGS Comments, BParker12
• ACAD User Groups, Parkerres
• RE: RE: Rockery Retaining Walls, Jerry D. Coombs
• Re: ACAD User Groups continued, Greg Smith
• Shear-off bolted connection, Maria I. Falconi
• Re: ACAD User Groups, Greg Smith
• RE: Shear-off bolted connection, Harold Sprague
• RE: Shear-off bolted connection, Robert Rollo
• Shear-off bolted connection, Roger Turk
• Re: Seismic Zones in Texas - Some USGS Comments, Eddie Gonzalez
• Re: ACAD User Groups, cmd
• Re: artwork support, Fountain Conner

Fri Jan 15 00:48:09 GMT 1999

• RE: Shear-off bolted connection, Harold Sprague
• AutoCad View, Silenio Marciano de Paulo
• Industrial Plant Design, Ing. Daniel Ulloa
• Re: AutoCad View, edward g. li
• Re: Industrial Plant Design, Mario A. Tioli
• Re: AutoCad View, Byron Benson
• RE: AutoCad View, Juan Constantinidis
• RE: AutoCad View, Blomberg, Paul
• Re: Shear-off bolted connection, Charlie Carter
• Re: timber software, Kenneth Tarlow
• Re: timber software, Mark McCormick
• RE: AutoCad View, Dennis S. Wish PE
• Re: timber software, Debby Hight
• Re: Industrial Plant Design, Juan C. Gray
• RE: Industrial Plant Design, Harold Sprague

Sat Jan 16 01:56:15 GMT 1999

• test delete, Nick Arenson
• Lag Screws, Thomas Long
• Earthquake damage to masonry buildings., rodrigo lema
• RE: Lag Screws, Henry David Kim - VECO
• AASHTO's R-value for bridge foundations, Dave Evans
• Testing Autcad Viewers, Dennis S. Wish PE
• design of rcc arch bridge, HATIM A.DAGINAWALA
• Re: design of rcc arch bridge, P.Rajendran
• RE: Shear-off bolted connection, Maria I. Falconi
• RE: Shear-off bolted connection, Mark K Gilligan
• RE: California Earthquake Problems, Silva John (sj)
• UBC, Silenio Marciano de Paulo
• RE: UBC, Alberto Guida
• Industrial Plant Design, Ing. Daniel Ulloa

Sun Jan 17 00:47:01 GMT 1999

• SEAONC February Newsletter, Constantine Shuhaibar
• Re: SEAONC February Newsletter, vicpeng
• RE: design of rcc arch bridge & Robert Maillart, rodrigo lema
• RE: California Earthquake Problems, Yank2002
• RE: California Earthquake Problems, Yank2002
• RE: California Earthquake Problems, Dr. Ravi Sinha
• RE: SEAONC February Newsletter, Mark E. Deardorff
• ( not subject ), Mr MORICE Michel
• REQUEST TO BE REMOVED FROM MAILING LIST., MTheronLaw
• Re: SEAONC February Newsletter, vicpeng
• [no subject], Eugene Yehuda Leibman

Mon Jan 18 03:09:24 GMT 1999

• Re: SEAONC February Newsletter, Constantine Shuhaibar
• New Wind Hazard Mitigation and Wind Engineering Email Discussion Group, JCohen
• Re: California Earthquake Problems, Yank2002
• Re: Industrial Plant Design, ARW
• Re: Shear-off bolted connection, Charlie Carter
• Re: California Earthquake Problems, Christopher Wright
• [no subject], Douglas K. Nims
• Re: SEAONC February Newsletter, vicpeng
• RE: Shear-off bolted connection, Harold Sprague
• Earthquake Forces, Kipp Martin
• RE: Archaic Concrete Expansion Anchors, Harold Sprague
• lag screws, Buddy Showalter
• RE: Shear-off bolted connection, WILLIAM R. KEEN
• shotcrete and miradrain, Greg Leyh
• RE: Shear-off bolted connection, Majid Sarraf
• RE: Shear-off bolted connection, Roger Turk
• Finding a text string in an AutoCAD drawing, Nick Arenson
• Queries on ASD - 2, John Smith

Tue Jan 19 00:05:18 GMT 1999

• Use of structural steels at elevated temperature, Paul Meyer
• RE: Finding a text string in an AutoCAD drawing, Dave Meney
• RE: Use of structural steels at elevated temperature, Horning, Dick/CVO
• Anchor Bolts, Richard Lewis
• RE: Anchor Bolts, Paul Meyer
• Re:, Steve Strapac
• Minimum thickness of nonbearing concrete wall, Yungfuh Huang
• Still shear-off bolted connections, Maria I. Falconi
• RE: Shear-off bolted connection, Mark K Gilligan
• RE: California Earthquake Problems, rodrigo lema
• Re: Still shear-off bolted connections, CanitzCF
• [no subject], Eugene Yehuda Leibman
• Earthquake Forces, John Lawson
• Anchor Bolts, John Lawson
• RE: to leave, Alex C. Nacionales
• RE: Shear-off bolted connection, WILLIAM R. KEEN
• RE: Anchor Bolts, Brian K. Smith
• Re: Finding a text string in an AutoCAD drawing, Byron Benson
• Ed Turner, PEC - Lake City
• RE: Shear-off bolted connection, Mark K Gilligan
• Cancer For All People on Earth, Karen12959
• Finding a text string in an AutoCAD dra, Roger Turk
• RE: Shear-off bolted connection, Roger Turk
• Queries on ASD - 2, Roger Turk
• RE: Shear-off bolted connection, Edwin Schmeckpeper
• RE: Shear-off bolted connection, Majid Sarraf
• RE: Shear-off bolted connection, Majid Sarraf
• Re: Cancer For All People on Earth, vicpeng
• Re: Cancer For All People on Earth, Bart Needham
• Re: REQUEST TO BE REMOVED FROM MAILING LIST., Michael G Tyburski
• RE: Shear-off bolted connection, WILLIAM R. KEEN
• Re: Cancer For All People on Earth, eric
• Re: Cancer For All People on Earth, eric
• Re: REQUEST TO BE REMOVED FROM MAILING LIST., eric
• Re: Earthquake Forces, eric
• Re: Shear-off bolted connection, eric
• Re: Anchor Bolts, eric
• Re: REQUEST TO BE REMOVED FROM MAILING LIST., Shafat Qazi
• Re: Queries on ASD - 2, eric
• Re: lag screws, eric
• Re: Shear-off bolted connection, eric
• RE: Finding a text string in an AutoCAD drawing, Mark Middlebrook
• Re:, eric
• Re:, eric
• Re: Finding a text string in an AutoCAD drawing, eric
• Re: Archaic Concrete Expansion Anchors, eric
• Re: Shear-off bolted connection, eric
• Re: Ed Turner, eric
• Re: SEAONC February Newsletter, eric
• Re: New Wind Hazard Mitigation and Wind Engineering Email Discussion Group, eric
• Re: Shear-off bolted connection, eric
• Re: Queries on ASD - 2, eric
• Re: Still shear-off bolted connections, eric
• Re: Anchor Bolts, eric
• Re: Anchor Bolts, eric
• Re:, eric
• Re: Finding a text string in an AutoCAD drawing, eric
• Re: California Earthquake Problems, eric
• Re:, eric
• Re: Shear-off bolted connection, eric
• Re: Shear-off bolted connection, eric
• Re: California Earthquake Problems, eric
• NEW on the SEAOC web, Mark E. Deardorff
• mail, Abe Knapp
• Whats New at WWW.SEAOC.ORG, Mark E. Deardorff
• Re: Shear-off bolted connection, eric
• Re: Use of structural steels at elevated temperature, eric
• Re: Anchor Bolts, eric
• Re: Finding a text string in an AutoCAD dra, eric
• Re: Shear-off bolted connection, eric
• Re: Finding a text string in an AutoCAD drawing, eric
• Re: shotcrete and miradrain, eric
• Re: Ed Turner, Scott A Jensen
• Re: Shear-off bolted connection, eric
• Re: Shear-off bolted connection, eric
• Re: REQUEST TO BE REMOVED FROM MAILING LIST., eric
• Re: Ed Turner, Scott Shepherd
• RE: Anchor Bolts, Joyce Fuss
• RE: Use of structural steels at elevated temperature, Dave Meney
• Re: Cancer For All People on Earth, eric

Wed Jan 20 00:09:43 GMT 1999

• Re: Still shear-off bolted connections, eric
• Re: Use of structural steels at elevated temperature, eric
• Re: to leave, eric
• NEW on the SEAOC web, Mark E. Deardorff
• Re: Industrial Plant Design, eric
• Re: Shear-off bolted connection, eric
• Re: California Earthquake Problems, eric
• Re: Minimum thickness of nonbearing concrete wall, eric
• SEAONC February99 Newsletter, Constantine Shuhaibar
• Re:, donn wooldridge
• Re:, donn wooldridge
• Re: Anchor Bolts, donn wooldridge
• Re:, donn wooldridge
• Re: California Earthquake Problems, donn wooldridge
• Re: Anchor Bolts, donn wooldridge
• Re: Industrial Plant Design, Ing. Daniel Ulloa
• Re: California Earthquake Problems, donn wooldridge
• Re: Anchor Bolts, donn wooldridge
• Re: California Earthquake Problems, donn wooldridge
• Re: Archaic Concrete Expansion Anchors, donn wooldridge
• Re: Anchor Bolts, donn wooldridge
• Re:, donn wooldridge
• California Earthquake Problems, rodrigo lema
• Re:, donn wooldridge
• Queries on ASD - 3, John Smith
• Re: Anchor Bolts, Paul Ransom
• Re: Cancer For All People on Earth, Drew Morris
• RE: Shear-off bolted connection, Mark K Gilligan
• Re: Shear-off bolted connection, P.Rajendran
• (no subject), MTheronLaw
• Re: Cancer For All People on Earth, stnelson
• ASCE 7-95 Wind Guide, Trobridge, Bruce
• RE: Shear-off bolted connection, Majid Sarraf
• Fixed base timber column, Thomas Long
• Re: Fixed base timber column, Bart Needham
• [Fwd: ATTRACTIVE JOB OPENING], stnelson
• RE: Fixed base timber column, Paul Meyer
• Re: Fixed base timber column, Roger Turk
• Re: Fixed base timber column, Jim Kestner
• RE: Fixed base timber column, Jie Lu
• RE: Fixed base timber column, Benson,Ralph
• Re: Fixed base timber column, Edwin Schmeckpeper
• Re: ASCE 7-95 Wind Guide, Robert Rogers
• Re: Shear-off bolted connection, Greg Smith
• Test, Gregory P. Luth
• Thanks, Thomas Long

Thu Jan 21 07:09:59 GMT 1999

• RE: Cancer For All People on Earth, rodrigo lema
• Re: Shear-off bolted connection, Majid Sarraf
• SEAOSC Computer Expo 99, BRBATES
• RE: Cancer For All People on Earth, Dave Meney
• RE: ASCE 7-95 Wind Guide, Alex C. Nacionales
• Re: ASCE 7-95 Wind Guide, Paul Feather
• Re: Anchor Bolts, MSSROLLO
• Re: Thanks, raranous
• Composite Steel Piles, Rod Schenk
• RE: Cancer For All People on Earth, Montgomery Griffiths
• Light Pole Foundation, Gordon Yutzy
• Re: Shear-off bolted connection, Edwin Schmeckpeper
• Re: Still shear-off bolted connections, Jose M. Mendez, P.E.
• Floor Flatness, MSSROLLO
• RE: Thanks, Thomas Long
• Re[2]: Cancer For All People on Earth, jerome . tan
• Re: Light Pole Foundation, Rob Stevens
• RE: Composite Steel Piles, John W. Bryan

Fri Jan 22 00:19:31 GMT 1999

• flag post, Francisco Duarte
• RE: Light Pole Foundation, Kim, Henry D.
• Tension in Concrete, Alex C. Nacionales
• RE: Tension in Concrete, Horning, Dick/CVO
• Re: Tension in Concrete, Edwin Schmeckpeper
• Mechanical Vibration Teaser Problem, Eddie Gonzalez
• Thanks to Matt Nadkorni, Jose Edward Rodrigues Cristiani
• Tension in Concrete, Roger Turk
• Re: Cancer For All People on Earth, vicpeng
• RE: Fixed base timber column, Dennis S. Wish PE
• Cantilevered Steel Beam Contruction, Blake Haley
• National Research Council vs Local Fire Departments, Yank2002
• RE: Survey Lines on CAD, Juan Jose
• Italian Seismic Loads, Parkerres
• Plot OLE using AutoCAD LT 98, James Lin
• Re: National Research Council vs Local Fire Departments, raranous
• My "Reply" messages don't get posted, James F Fulton
• Re: (no subject), Rick Ranous
• RE: Fixed base timber column, Montgomery Griffiths
• Re: Fixed base timber column, Jill T. Shuttleworth, P.E. S.E.
• Re: flag post, Robert Rogers
• RE: Cantilevered Steel Beam Construction, Brian K. Smith
• Re: National Research Council vs Local Fire Departments, Chanel1096
• RE: Tension in Concrete, Brian K. Smith
• Re: Mechanical Vibration Teaser Problem, Christopher Wright
• Re: Survey Lines on CAD, Patrick F. Quinn
• RE; Plot OLE using AutoCAD LT 98, Mark Middlebrook
• Re: Mechanical Vibration Teaser Problem, Jim Kestner
• Re: Tension in Concrete, Chris Towne
• Bolting issues, Charlie Carter
• Re: Tension in Concrete, Jim Kestner
• RE: Cantilevered Steel Beam Construction, Paul Meyer
• Italian Seismic Loads, Tom . Hunt
• RE: Fixed base timber column, Harold Sprague
• RE: Italian Seismic Loads, Harold Sprague
• RE: National Research Council vs Local Fire Departments, Montgomery Griffiths
• Re: Cantilevered Steel Beam Contruction, Jim Kestner
• Re: National Research Council vs Local Fire Departments, vicpeng
• Re: Survey Lines on CAD, Rob Stevens
• RE: Italian Seismic Loads, WILLIAM R. KEEN
• Re: Mechanical Vibration Teaser Problem, Byron Benson
• RE: Mechanical Vibration Teaser Problem, Smith, Steven A
• Re: flag post, Parkerres
• Re: Bolting issues, Majid Sarraf
• surcharging a site, Mark Trimble
• Re: Shear-off bolted connection, Christopher Wright
• Re: Mechanical Vibration Teaser Problem, Jim Kestner
• Re: Bolting issues, Charlie Carter
• Fw: Mechanical Vibration Teaser Problem, T. Eric Gillham PE

Sat Jan 23 00:03:13 GMT 1999

• Answer To Mechanical Vibration Problem, Eddie Gonzalez
• Re: Mechanical Vibration Teaser Problem, Christopher Wright
• RE: Mechanical Vibration Teaser Problem, Smith, Steven A
• Re: surcharging a site, Cmajose
• Re: Bolting issues, Fountain Conner
• Re[2]: [StrucTX] Staad III software, jerome . tan
• RE: Bolting issues, Maria I. Falconi
• Remove, Remy Quiroga
• Shear wall w/ plywood on both sides, Suresh
• Shotcrete, Silenio Marciano de Paulo
• Re: Shotcrete, Jim Kestner
• Re: surcharging a site, P.Rajendran
• Shotcrete-Gunnite definitions, Sandy Pringle
• Non Professionals doing Engineering, Jim Kestner
• Re: Shotcrete-Gunnite definitions, Jim Kestner
• Re: Bolting issues, Roger Turk
• northern construction, terrence turner

Sun Jan 24 01:04:21 GMT 1999

• RE: Tension in Concrete, Alex C. Nacionales
• Re: Shear wall w/ plywood on both sides, Mlcse
• [no subject], Mohd Ishfaq
• Re: Non Professionals doing Engineering, Scott MacDonald
• Re: Bolting issues, john.gregg
• Re: Non Professionals doing Engineering, Phil Hodge
• Re: Bolting issues, Roger Turk
• Re: Bolting issues, Majid Sarraf

Mon Jan 25 02:04:35 GMT 1999

• Re: Non Professionals doing Engineering, Lynn
• Re[2]: Non Professionals doing Engineering, jerome . tan
• RE: Non Professionals doing Engineering, Cleofe, Antonio Ronaldo C.
• RE: Non Professionals doing Engineering, Dennis S. Wish PE
• Re: Non Professionals doing Engineering, Phil Hodge
• Re: Non Professionals doing Engineering, Barry H. Welliver
• Re: Non Professionals doing Engineering, Christopher Wright
• Re: Non Professionals doing Engineering, Lynn
• Re: Non Professionals doing Engineering, Lynn
• Re: Non Professionals doing Engineering, Jim Kestner
• Re: Bolting issues, generation II, Charlie Carter
• staad-III 23w, Greg Smith
• RE: Non Professionals doing Engineering, Montgomery Griffiths
• STAAD III , Problems with Releases, Robert Rogers
• Re: Non Professionals doing Engineering, Jim Kestner
• RE: northern construction, Al Greene
• Re: Non Professionals doing Engineering, Christopher Wright
• Re: staad-III 23w, RoyLevy
• Re: northern construction, Jim Kestner
• RE: Non Professionals doing Engineering, Maria I. Falconi
• Re: Bolting issues, generation II, Majid Sarraf
• Re: Bolting issues, generation II, Edwin Schmeckpeper
• Re: Bolting issues, generation II, Christopher Wright

Tue Jan 26 00:05:24 GMT 1999

• Re[2]: Non Professionals doing Engineering, jerome . tan
• RE: Non Professionals doing Engineering, Andrew Goh
• SEISMIC OVERTURNING OF UNANCHORED OBJECTS, Edward Tornberg
• Re: Shear wall w/ plywood on both sides, Cmajose
• RE: Non Professionals doing Engineering, Cmajose
• Re: Bolting issues, generation II, Mark K Gilligan
• Re: Non Professionals doing Engineering, Paul Feather
• Re: SEISMIC OVERTURNING OF UNANCHORED OBJECTS, NRoselund
• Re: Non Professionals doing Engineering, Paul Feather
• Re: Non Professionals doing Engineering, Paul Feather
• Deliberate Spreading of Falsehood by National Research Council, Yank2002
• Re: Non Professionals doing Engineering, Bobeng
• Re: Re[2]: Non Professionals doing Engineering, Bobeng
• Re: Deliberate Spreading of Falsehood by National Research Council, Charles Greenlaw
• Re: Non Professionals doing Engineering, Bobeng
• Re: Non Professionals doing Engineering, Bobeng
• Re: Non Professionals doing Engineering, Bobeng
• STAAD Pro, Gudrun Olafsdottir
• Payment Collection, qwu1
• RE: Non Professionals doing Engineering, Waterman Drinkwater
• Re: Anchor Bolts & Pre-engineered Buildings, Bill Sherman
• Re: Non Professionals doing Engineering, Lynn
• RE: Payment Collection, Vincenzo Valerio
• Re: Non Professionals doing Engineering, Lynn
• RE: Payment Collection, Jie Lu
• Re: Payment Collection, Jim Kestner
• Re: SEISMIC OVERTURNING OF UNANCHORED OBJECTS, Walter Sawruk
• Re: Deliberate Spreading of Falsehood by National Research Council, Rick Ranous
• Re: Payment Collection, Constantine Shuhaibar
• [no subject], Rob Fecarotta
• SEISMIC OVERTURNING OF UNANCHORED OBJECTS, merrick group
• Re: Payment Collection, merrick group
• RE: Deliberate Spreading of Falsehood by National Research Counci l, Montgomery Griffiths
• CUBC (Caribbean Uniform Building Code), dodgen
• Re: National Research Council vs Local Fire Departments, Yank2002
• Re: Payment Collection, Robert McGhie
• Question regarding best analysis/design software, Steven P. Osborn
• Re: Bolting issues, generation II, Charlie Carter
• Re: Payment Collection, Greg Smith
• RE: Question regarding best analysis/design software, Smith, Steven A
• RE: Question regarding best analysis/design software, Horning, Dick/CVO
• RE: Question regarding best analysis/design software, Integrated Technical Software Pty Ltd
• Re: Payment Collection, Kenneth Tarlow
• Re: Payment Collection, merrick group

Wed Jan 27 00:00:46 GMT 1999

• Re: Bolting issues, generation II, Majid Sarraf
• Soil Pressure, Francisco Duarte
• RE: Soil Pressure, Horning, Dick/CVO
• stainless steel spec, Jeff Smith
• Re: Soil Pressure, EphHirsch
• RE: Question regarding best analysis/design software, Alex C. Nacionales
• RE: stainless steel spec, Horning, Dick/CVO
• RE: stainless steel spec, Jeff Smith
• Re: Soil Pressure, EphHirsch
• Re: Soil Pressure, Chris Lillback
• RE: stainless steel spec, Harold Sprague
• Re: STAAD Pro, Bill Polhemus
• Re: STAAD Pro, John Dewar
• RE: STAAD Pro, Nick Arenson
• Re[2]: STAAD Pro, jerome . tan
• Re:Analysis and Design Software, Alex C. Nacionales
• RE: Soil Pressure, Alex C. Nacionales
• Re: Non Professionals doing Engineering, Resengin
• RE: stainless steel spec, Robert P. KAZANJY
• Re: STAAD Pro, Bill Polhemus
• Columbian Earthquake - Any first hand structural assessments?, Eddie Gonzalez
• Re: STAAD Pro, BSmithSE
• Re: Columbian Earthquake - Any first hand structural assessments?, JUAN_CARLOS_GRAY_URIBE
• RE: STAAD Pro, Horning, Dick/CVO
• RE: Soil Pressure, Horning, Dick/CVO
• Re: Columbian Earthquake - Any first hand structural assessments?, CARLOS ARCE LEON
• RE: STAAD Pro, James F Fulton
• RE: STAAD Pro, Mark McCormick
• Re: STAAD Pro, Fountain Conner
• Re: Bolting issues, generation II, Charlie Carter
• Re: STAAD Pro, vicpeng
• Fw: Scarry Facts You Should Know, vicpeng
• Re: Fw: Scarry Facts You Should Know, nmoore
• Re: Question regarding best analysis/design software, Michael Sloey
• RE: Question regarding best analysis/design software, Trobridge, Bruce
• Church bells, Alex C. Nacionales
• RE: STAAD Pro, Ron Hill
• Re: Question regarding best analysis/design software, Christopher Wright
• Re: Question regarding best analysis/design software, Jim Kestner
• RE: Church bells, Smith, Steven A
• RE: Church bells, Harold Sprague
• Re: Church bells, cmd
• RE: Soil Pressure, Alex C. Nacionales
• RE: Soil Pressure, Horning, Dick/CVO
• Re: Church bells, Greg Smith
• RE: stainless steel spec, Jeff Smith
• RE: STAAD Pro, Noel Stanford
• Slave / Master Relationship for Nodes, Robert Rogers
• Re[2]: Question regarding best analysis/design software, jerome . tan

Thu Jan 28 00:02:57 GMT 1999

• RE: STAAD Pro, Kenneth Tarlow
• Re: stainless steel spec, Bill Sherman
• RE: stainless steel spec, Harold Sprague
• RE: Bolting issues, generation II, Rodrigo Lema
• RE: National Research Council vs Local Fire Departments, Rodrigo Lema
• Earthquake in Colombia., Rodrigo Lema
• Deliberate yada yada yada, Rodrigo Lema
• Re: Fw: Scarry Facts You Should Know, vicpeng
• RE: Earthquake in Colombia., Harold Sprague
• RE: Soil Pressure, Alex C. Nacionales
• RE: Church bells, Alex C. Nacionales
• Unsubcribe, Viet Tri Nguyen
• RE: STAAD Pro, Ron Hill
• ASTM A595, Chanel1096
• Re: Columbian Earthquake - Any first hand structural assessments?, Juan C. Gray
• Rivets, RJConley
• Re: Earthquake in Colombia., Juan C. Gray
• McMaster Carr, Tom . Hunt
• ASTM A595, Tom . Hunt
• Rivets, Roger Turk
• RE: Soil Pressure, Horning, Dick/CVO
• Re: Rivets, PEC - Lake City
• RE: ASTM A595, Harold Sprague
• Steel for Cryogenic Containers, Dr. Ravi Sinha
• RE: Rivets, Paul Meyer
• RE: Steel for Cryogenic Containers, Harold Sprague
• Fw: Aspartame, vicpeng
• Tanker Truck Bumper Design, Brad Friederichs
• RE: Rivets, Serroels, Chris/SAC
• RE: Tanker Truck Bumper Design, Mark E. Deardorff
• RE: STAAD Pro, Waterman Drinkwater
• structutal software, José Sebastian Vallejo Herrera
• Missing Buck, Caldwell, Stan
• RE: Missing Buck, Steve Pryor
• Re: Missing Buck, raranous
• Re: Missing Buck, Timothy Eric Elliott
• RE: Missing Buck, Caldwell, Stan
• Re: Missing Buck, PEC - Lake City
• RE: Missing Buck, Caldwell, Stan
• RE: Missing Buck, Rod Schenk
• RE: Missing Buck, Mullen, Corey G.
• Re: another Joke, Kenneth Tarlow
• RE: seaint Digest for 27 Jan 1999, Matt Jordan
• Re: Rivets, Juan C. Gray
• Ok Steve. Here is the cigar!, Rod Schenk
• Re: STAAD Pro, Reed R. Figley
• Ducktape, Jim Kestner

Fri Jan 29 00:08:16 GMT 1999

• Stamping Calculations, Thomas Long
• Re: Erase from email list, Juan Manuel Dominguez
• Erase from email list, Juan Manuel Dominguez
• RE: Missing Buck -Reply, Jim Degenhart
• RE: Ducktape, Horning, Dick/CVO
• Re: Stamping Calculations, Jim Price
• Re: Erase from email list, Shafat Qazi
• Re: Missing Buck, Parkerres
• Re: Stamping Calculations, Shafat Qazi
• Re: Stamping Calculations, Christopher Wright
• RE: Stamping Calculations, Dave Meney
• New Steel Designations, MRodrig273
• Re: Rivets, CanitzCF
• Masonry slender wall lap splices, RDAHLMANN
• Re: Erase from email list, John O'Brien
• Re: Rivets, Peter Paul De Vere
• Re: Erase from email list, SEAInt Admin
• Re: New Steel Designations, Paul Feather
• Re: New Steel Designations, Chanel1096
• Re: New Steel Designations, Jim Kestner
• Cope, Block & Cut, P.Rajendran
• Re: Stamping Calculations & (Plan Checking Effort), Barry H. Welliver
• Software for Download, Massimo Contini
• Colombian Earthquake - Jan.25,1999, KRALIK Georg -NUCLEAR
• Re: New Steel Designations, Charlie Carter
• Re: Rivets, Bill Sherman
• Re: Cope, Block & Cut, Charlie Carter
• Stamping Calculations, Roger Turk
• Masonry slender wall lap splices, Roger Turk
• RE: Ducktape, Mark E. Deardorff
• RE: Ducktape, Smith, Steven A
• Re: Stamping Calculations & (Plan Checking Effort), merrick group
• CALL FOR PAPERS, Shafat Qazi
• Re: Colombian Earthquake - Jan.25,1999, CARLOS ARCE LEON
• Preview of our 1999 Convention, Shafat Qazi
• Columbia EQ information, fturner
• EERI/PEER Team to Columbia, fturner
• Tall Building, Sun, John
• RE: Tall Building, Lars Holte
• RE: Tall Building, Smith, Steven A
• RE: Colombian Earthquake - Jan.25,1999, Horning, Dick/CVO
• Upset Rods, Fredericks, Douglas/SAC
• RE: Tall Building, Montgomery Griffiths

Sat Jan 30 00:04:42 GMT 1999

• RE: Column Splice Locations, Harold Sprague
• RE: Upset Rods, Harold Sprague
• RE: Steel for Cryogenic Containers, Harold Sprague
• Re: Stamping Calculations, Cmajose
• Re: Structural Engineers are Artists!, EphHirsch
• Re: Stamping Calculations, Paul Feather
• Re: Stamping Calculations, Charles Greenlaw
• Re: Colombian Earthquake - Jan.25,1999, Juan C. Gray
• [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], Bill Polhemus
• Grading Agency/Rules for Vigas???, Roger Turk
• Service life prediction, David Taquino
• Re: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], vicpeng
• Re: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], vicpeng
• Fw: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], vicpeng
• (no subject), michelle trzecinski
• Re: Missing Buck, P.Rajendran

Sun Jan 31 14:26:57 GMT 1999

• Re: Grading Agency/Rules for Vigas???, LibertyEng
• Re: Grading Agency/Rules for Vigas???, Patrick F. Quinn
• RE: Colombian Earthquake - Jan.25,1999, Rodrigo Lema
• RE: Missing Buck, Rodrigo Lema
• RE: Earthquake in Colombia., Rodrigo Lema
• Re: Grading Agency/Rules for Vigas???, Roger Turk

Mon Feb 01 00:48:10 GMT 1999

• Re: Grading Agency/Rules for Vigas???, Silenio Marciano de Paulo
• RE: Tall Building, Cleofe, Antonio Ronaldo C.
• Re: Tall Building, Bill Polhemus
• Determination of Seismic Performance Category for a Specific Site, Zhang, Zhigang
• flame cutting of steel frame, "9424163 정석창"
• RE: Tall Building, Trobridge, Bruce
• Re: Grading Agency/Rules for Vigas???, LibertyEng
• REMOVE from email list <chm(--nospam--at)inel.gov>, Charles A Moore
• REMOVE from email list, prosteel
• Re: New Steel Designations, Rick . Drake
• Re: Earthquake in Colombia., Juan C. Gray
• Re: Grading Agency/Rules for Vigas???, Juan C. Gray
• [no subject], Petersen, Craig M.
• Re: Grading Agency/Rules for Vigas???, NRoselund
• Re: Stamping Calculations, Bill Sherman
• erase from email list, Domingo Moran
• RE: flame cutting of steel frame, Harold Sprague
• [no subject], Petersen, Craig M.
• [no subject], Alberto Guida
• RE: Colombian Earthquake - Jan.25,1999, CARLOS ARCE LEON
• Re: Service life prediction, NRoselund
• Re: Grading Agency/Rules for Vigas???, Mark Middlebrook
• RE: Determination of Seismic Performance Category for a Specific Site, Harold Sprague
• [no subject], Petersen, Craig M.
• RE: Stamping Calculations, Montgomery Griffiths
• RE: Stamping Calculations, Horning, Dick/CVO
• Re: Professional Abilities, vicpeng
• RE:, Mark E. Deardorff
• FEMA 310: Force-Controlled Action onto Column Axial Load, Eddie Gonzalez
• RE: Stamping Calculations, Roger Turk
• Re: STAAD Pro, JRWMKW
• B7 vs A449, Tarek Mokhtar
• Re: Stamping Calculations, Chris Towne
• Re: Stamping Calculations, Roger Turk
• Re: Stamping Calculations, Greg Smith
• Re[2]: Stamping Calculations, jerome . tan
• Re[2]: Grading Agency/Rules for Vigas???, jerome . tan

Tue Feb 02 00:33:19 GMT 1999

• Fw: FEMA 310: Force-Controlled Action onto Column Axial Load, T. Eric Gillham PE
• RE: B7 vs A449, Harold Sprague
• (no subject), stnelson
• Dinner Meeting Attendence, Shafat Qazi
• RE: Colombian Earthquake - Jan.25,1999, Rodrigo Lema
• RE: Earthquake in Colombia., Rodrigo Lema
• Re:RE: Soil Pressure, tbenson
• Re: Stamping Calculations, Charles Greenlaw
• RE: flame cutting of steel frame, Mark K Gilligan
• [no subject], adepl
• importing, grading earth costs, Geraldo Caraig
• RE: Stamping Calculations, Trobridge, Bruce
• seaint Digest for 1 Feb 1999 -Reply, Jeff Franklin
• RE: Earthquake in Colombia., Vincenzo Valerio
• Re: Dinner Meeting Attendence, SDGSE
• Re: Earthquake in Colombia., Juan C. Gray
• Re: Stamping Calculations, Bill Sherman
• RE: Stamping Calculations, Montgomery Griffiths
• Cantilevers through a solid beam, Dennis S. Wish PE
• RE: Cantilevers through a solid beam, Yang, Liao/ANC
• RE: Cantilevers through a solid beam, Ed Marshall
• Re: Dinner Meeting Attendence, Shafat Qazi
• Re: Cantilevers through a solid beam, Greg Smith
• Re: Dinner Meeting Attendence, SCHFUN
• Re: Cantilevers through a solid beam, Jim Kestner
• Re: Cantilevers through a solid beam, Jim Kestner
• Re: Dinner Meeting Attendence, Eddie Gonzalez
• Re: Cantilevers through a solid beam, CLaines
• Re: Dinner Meeting Attendence, CLaines
• Earthquake analysis, Stan Mulder
• Re:Foundation on rock, Greg Smith
• Cantilevers through a solid beam, Roger Turk
• Re: Cantilevers through a solid beam, SDGSE

Wed Feb 03 00:45:26 GMT 1999

• Re: Grading Agency/Rules for Vigas???, Jill T. Shuttleworth, P.E. S.E.
• New Discovery, Yank2002
• Re: Dinner Meeting Attendence, Harris3803
• Recall: New Discovery, Pat Symons
• Re: Rivets, Bruno Côté
• Re: shotcrete and miradrain, Bruno Côté
• Re: Rivets, Ing. Daniel Ulloa
• Re: Preview of our 1999 Convention, Harris3803
• Fw: Virus Warning, Steven P. Osborn
• $15 to $25 per cy, SRTECLA
• Re: Cantilevers through a solid beam, Mlcse
• Re: Fw: Virus Warning - NOT TRUE, Rlfong
• Computer Virus Hoaxes, Pickett, Spence
• Re: Dinner Meeting Attendence, Rawn Nelson
• Re: Cantilevers through a solid beam, NRoselund
• RE: Cantilevers through a solid beam, Dennis S. Wish PE
• RE: Cantilevers through a solid beam, Dennis S. Wish PE
• RE: Cantilevers through a solid beam, Dennis S. Wish PE
• RE: ANSYS v 5.4 Earthquake Analysis, Peter Rangelow
• Re: remove from list, eswenson

Thu Feb 04 00:50:16 GMT 1999

• RE: Relationship Between Av and Z, Zhang, Zhigang
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, P. & S. Guthrie
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, JIM ARCHULETA
• remove, Mohd Aswardi Kong Azizi
• Fw: Virus Warning was a hoax, Steven P. Osborn
• Re: remove, Shafat Qazi
• Re: remove from list, Shafat Qazi
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Charley Hamilton
• Runway beam, Stan Mulder
• RE: Runway beam, Ed Marshall
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Juan C. Gray
• RE: Runway beam, Blomberg, Paul
• RE: Cantilevers through a solid beam, Dennis S. Wish PE

Fri Feb 05 02:50:09 GMT 1999

• Practical floor vibration information on Web., Frank Woeste
• ANSYS Transient Analysis ... Reply, Rangelow, Peter IKS
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, james korff
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Nd1942
• Scissor Truss, Chris Towne
• Re: Scissor Truss, Greg Smith
• Re: Scissor Truss, Chris Towne
• Re: Scissor Truss, Greg Smith
• Re: Scissor Truss, Chris Towne
• Scissor Truss, Roger Turk
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Robert Kazanjy
• Re: Scissor Truss, Michael D Zaitz
• [no subject], Ron Eddington
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, james korff
• Garage Floor in Residential House, Rob Quiring
• SF Golfers?, Joshua M. Marrow
• Previous Post..., Joshua M. Marrow
• RE: Garage Floor in Residential House, Horning, Dick/CVO
• Re: Previous Post..., vicpeng

Sat Feb 06 01:50:46 GMT 1999

• RE: Relationship Between Av and Z, Harold Sprague
• Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Rlfong
• Re: Garage Floor in Residential House, Greg Smith
• Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, P. & S. Guthrie
• Structural Steel and Reinforced Concrete Connections, Mario A. Tioli
• RE: Garage Floor in Residential House, Dennis S. Wish PE
• RE: Garage Floor in Residential House, Dennis S. Wish PE
• Re: Garage Floor in Residential House, Greg Smith
• Re: Structural Steel and Reinforced Concrete Connections, Rhkratzse

Sun Feb 07 18:30:25 GMT 1999

• Re: Runway beam, Stan Mulder
• Re: Seismic design metric factors for UBC chapter 16, Stan Mulder
• Re: Runway beam, Laurence B. Oeth III
• Re: Runway beam, Roger Turk
• Re: Seismic design metric factors for UBC chapter 16, Mark K Gilligan
• Re: Scissor Truss, BD2PE
• test-please delete, Mark Nienberg

Mon Feb 08 01:50:46 GMT 1999

• Re: Structural Steel and Reinforced Concrete Connections, Mario A. Tioli
• Re: Structural Steel and Reinforced Concrete Connections, Rhkratzse
• Re: Structural Steel and Reinforced Concrete Connections, Mark K Gilligan
• Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, james korff
• colorado licensed engineer needed, GRileyPE
• cancel, A.Weera Singwisit
• Re: Runway beam, P.Rajendran
• Re: cancel, pkpl
• Butane tank, DougSnow
• Effective Length, Chris Towne
• Re: Butane tank, Bill Sherman
• Re: Butane tank, Christopher Wright
• RE: Butane tank, Ron Hill
• Effective Length, Roger Turk
• RE: colorado licensed engineer needed, Stephens, Grady
• TV Viewing this week, John G. Shipp
• Re: Effective Length, Phil Hodge
• Re: Effective Length, Greg Smith
• ACI 318 Appendix C, Reed R. Figley
• RE: Effective Length, Waterman Drinkwater
• Re: ACI 318 Appendix C, Rick . Drake
• Re: Effective Length, E.B.Davison, P.Eng.
• Effective Length, Chris Towne
• Fema 310, Kenneth Tarlow
• FW: Effective Length, La Count, Curt
• Re: Fema 310, Eddie Gonzalez

Tue Feb 09 00:01:12 GMT 1999

• Re: Fema 310, Kenneth Tarlow
• Concrete specifications, Bill Sherman
• Re: Runway beam expansion details, rnester
• Re: Concrete specifications, Scott A Jensen
• Licensing in Jamaica, Dave Morris
• RE: Concrete specifications, Harold Sprague
• PE Test Results?, Trobridge, Bruce
• FEMA 310 (302), Kehoe, Brian
• Re: PE Test Results?, Kenton Buzbee
• RE: PE Test Results?, Bill Polhemus
• RE: PE Test Results?, Vinson, Brian
• Re: Engineering (science) joke, CLaines
• Effective Length Factors, Rafael Sabelli
• RE: Effective Length Factors, Waterman Drinkwater
• Re: PE Test Results?, Kenton Buzbee
• Re: PE Test Results?, dan914
• Re: Seismic Upgrades of Unreinforced Masonry, DAVID N. MARTIN, P.E

Wed Feb 10 00:15:21 GMT 1999

• Re: Concrete specifications, Jie Lu, P.E., S.E.
• Advice on Filed Experience., Francisco Duarte
• Re: PE Test Results?, Peder and/or Cathy Golberg
• Re: Advice on Filed Experience., Greg Smith
• Re: Advice on Filed Experience., Paul Feather
• Re: Advice on Filed Experience., Greg Smith
• Re: Concrete specifications, Rhkratzse
• Re: Advice on Filed Experience., Geraldo Caraig
• Re: Concrete specifications, Mark K Gilligan
• Re: Advice on Filed Experience., Phil Hodge
• Re: Seismic Upgrades of Unreinforced Masonry -Reply, David Puskas
• Advice on Filed Experience. -Reply, David Puskas
• Re: Advice on Filed Experience., Jim Kestner
• Seismicity of Taiwan ... ?, Rangelow, Peter IKS
• RE: Engineering (science) joke, Montgomery Griffiths
• RE: Advice on Filed Experience., Harold Sprague
• Re: Advice on Filed Experience., Christopher Wright
• RE: Advice on Filed Experience., Benson,Ralph
• RE: Seismicity of Taiwan ... ?, Harold Sprague
• RE: Concrete specifications, Harold Sprague
• RE: Concrete specifications, Horning, Dick/CVO
• Re: FEMA 310 (302), Kenneth Tarlow
• RE: Concrete specifications, Harold Sprague
• '97 NDS Commentary Addendum, Buddy Showalter
• RE: Concrete Specifications, Bill Sherman
• RE: Concrete Specifications, Harold Sprague
• Sanitary Structures, Chris Towne
• Re: Advice on Field Experience, T. Eric Gillham PE
• RE: Sanitary Structures, Harold Sprague
• Re: Sanitary Structures, Jim Kestner
• RE: PE Test Results?, Aswin Rangaswamy

Thu Feb 11 06:06:35 GMT 1999

• Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Steven P. Osborn
• Re: Sanitary Structures, Kipp Martin
• RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Horning, Dick/CVO
• Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jim Kestner
• Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jerry Middaugh
• different metals, MRodrig273
• RE: different metals, Horning, Dick/CVO
• baseplate analysis problem, Sibco6756
• baseplate analysis problem -Reply, David Puskas
• Re: baseplate analysis problem, Chris Towne
• Re: baseplate analysis problem, Eddie Gonzalez
• Enercalc, Jim Kestner
• Re: baseplate analysis problem, Eddie Gonzalez
• seaint Digest for 10 Feb 1999 -Reply, Jeff Franklin
• RE: baseplate analysis problem, Mark E. Deardorff
• Enercalc -Reply, David Puskas
• Re: Enercalc, Shafat Qazi
• RE: Enercalc, Trobridge, Bruce
• RE: baseplate analysis problem, Charlie Carter
• Re: baseplate analysis problem, nmoore
• RE: Enercalc, Kim, Henry D.
• Thermal props of high tensile bolts, Dave Meney
• Re: baseplate analysis problem, Greg Smith
• Re: Thermal props of high tensile bolts, vicpeng
• My virus has been killed - thermal props of HT steel, Dave Meney
• baseplate analysis problem -Reply, Roger Turk

Fri Feb 12 00:05:53 GMT 1999

• Edge Distance for Steel Plate, Brad Friederichs
• RE: Edge Distance for Steel Plate, Dave Meney
• Re: Sanitary Structures, Bill Sherman
• Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., RDAHLMANN
• RE: Edge Distance for Steel Plate, Blomberg, Paul
• Future of the Field Act, fturner
• baseplate analysis problem, Ecengrs
• Earthquake insurance, michelle trzecinski
• Re: Thermal props of high tensile bolts, Christopher Wright
• Concrete Exposed to Sulfates, TwoWids
• RE: baseplate analysis problem, Silva John (sj)
• RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Germaine, Bob/CVO
• Archives, LtTang
• RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jim Hester
• analysis of multi-sided, tapered, steel tubes/pipe, Vinson, Brian
• shear design, Donna Friis
• Re: analysis of multi-sided, tapered, steel tubes/pipe, PEC - Lake City
• analysis of multi-sided, tapered, steel tubes/pipe -Reply, David Puskas
• Re: Concrete Exposed to Sulfates, Bill Sherman
• Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., JAKABY
• re: Archives, swidmayer
• Re: Advice on Field Experience., JAKABY
• analysis of multi-sided, tapered, steel, Roger Turk
• Re: analysis of multi-sided, tapered, steel tubes/pipe, Chanel1096
• Turning over and moving a 2-story Pump House, Gary Wheeler
• Not a Hoax !!, Caldwell, Stan
• Re: Advice on Field Experience., MRodrig273
• Re: Not a Hoax !!, J. Karim Hosseinzadeh
• Re: Not a Hoax !! -Reply, Abe Knapp
• RE: Not a Hoax !!, Trobridge, Bruce
• Re: baseplate analysis problem, JRWMKW
• Re: Not a Hoax !!, Richard Lewis
• Re: Turning over and moving a 2-story Pump House, Charles Greenlaw
• Re: Turning over and moving a 2-story Pump House, Gary Wheeler
• thermal props of HT steel, Robert Kazanjy
• We've gone too far..., Joshua M. Marrow
• RE: Not a Hoax !!, Caldwell, Stan
• RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Bill Polhemus
• Re: Archives, Robert Kazanjy
• Re: baseplate analysis problem - Thanks for the help, Sibco6756
• RE: analysis of multi-sided, tapered, steel tubes/pipe, Paul Meyer
• Re: shear design, Greg Smith
• Re: Turning over and moving a 2-story Pump House, Brad Friederichs
• RE: Not a Hoax !!, Orlando Prada
• RE: Not a Hoax !!, Caldwell, Stan

Sat Feb 13 00:55:01 GMT 1999

• Re: shear design, Kenneth Tarlow
• Re: We've gone too far..., SDGSE
• Re: We've gone too far..., JPelezzare
• RE: baseplate analysis problem, Maria I. Falconi
• Re: Not a Hoax !!, vicpeng
• Concrete at high temperature, Maria I. Falconi
• Concrete at high temperature, Mark K Gilligan
• Re: Not a Hoax !!, vicpeng
• Re: Turning over and moving a 2-story Pump House, Phil Hodge
• Re: Turning over and moving a 2-story Pump House, Christopher Wright
• RE: Concrete Exposed to Sulfates, Harold Sprague
• Re: shear design, Bill Sherman
• AISC Seminar/ Does the Client really want a cheaper steel frame?, Mark K Gilligan
• Re: AISC Seminar/ Does the Client really want a cheaper steel frame?, Charles Greenlaw
• RE: AISC Seminar/ Does the Client really want a cheaper steel frame?, Mark E. Deardorff
• Shrinkage cracks in masonry walls, RJConley

Sun Feb 14 02:28:38 GMT 1999

• Re: Shrinkage cracks in masonry walls, Greg Smith
• Shrinkage cracks in masonry walls, Roger Turk
• RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jim Hester
• Fwd: FW: new virus alerts, no jokes, Yank2002

Mon Feb 15 06:28:58 GMT 1999

• Re: baseplate analysis problem - Thanks for the help, Paul Ransom
• Bolts on Bells, Alex C. Nacionales
• Stainless Steel Bolt Alloy, PEC - Lake City
• Re: Bolts on Bells, cmd
• RE: Concrete at high temperature, Harold Sprague
• RE: Thermal props of high tensile bolts, Harold Sprague
• RE: Stainless Steel Bolt Alloy, Harold Sprague
• Re: Shrinkage cracks in masonry walls, Richard Lewis
• Underground House, Daniel A. Estabrooks
• RE: AISC Seminar/ Does the Client really want a cheaper steel frame?, Charlie Carter
• Re: Bolts on Bells, Greg Smith
• railing design, Mark Trimble
• Bolts with Threads Excluded, Serroels, Chris/SAC
• Re: railing design, Sam Chang
• Re: AISC Seminar/ Does the Client really want a cheaper steel frame?, Lanny J. Flynn
• Re: Underground House, Greg Smith
• RE: Thermal props of high tensile bolts, Charles Greenlaw
• Re[2]: AISC Seminar/ Does the Client really want a cheaper s, Rick . Drake
• Re: Underground House, cmd
• Concrete Poles, Michael D Zaitz
• Re: railing design, Mark Trimble
• Re: Concrete at high temperature, Fountain Conner
• Re: Concrete Poles, PEC - Lake City
• Re: railing design, Jim Kestner
• Re: Re[2]: AISC Seminar/ Does the Client really want a cheaper s, Lanny J. Flynn
• Re: Underground House, Greg Smith
• Re: Concrete Poles, Jim Kestner
• Re: Concrete Poles, Chanel1096
• Re: Underground House, Phil Hodge
• Re: Re[2]: AISC Seminar/ Does the Client, Roger Turk
• railing design, Roger Turk
• Re: Underground House, michelle trzecinski
• Re: railing design, Richard Lewis
• Re: railing design, Mark Trimble

Tue Feb 16 02:52:13 GMT 1999

• Re: railing design, Greg Smith
• Re: railing design, Structeng1
• Re: railing design, Charles Greenlaw
• Re: railing design, Gil Brock
• Excel Question, Sleiman Serhal
• CJ in RC Retaining Walls, Sleiman Serhal
• Re: Excel Question, P.Rajendran
• Re: Concrete Poles, P.Rajendran
• railing design, Roger Davis
• Re: Concrete Poles, Michael D Zaitz
• Re: Concrete Poles, Michael D Zaitz
• Re: Concrete Poles, Jim Kestner
• Re: Concrete Poles, cmd
• Re: Concrete Poles, Jim Kestner
• Re: Excel Question, Sleiman Serhal
• Re: Excel Question -Reply, John Armijo
• Reminder - Seminar this coming Saturday, Shafat Qazi
• Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, David Taquino
• RE: Excel Question, Frank Yang
• RE: Excel Question, Serroels, Chris/SAC
• RE: Excel Question, Charlie Carter
• RE: Bolts with Threads Excluded, Fredericks, Douglas/SAC
• RE: railing design, Cain, William
• UBC97 - Earthquake, Studio Negrini
• RE: Concrete Poles, Cain, William
• RE: UBC97 - Earthquake, Cain, William
• RE: railing design, Ed Marshall
• Re: UBC97 - Earthquake, JAKABY
• RE: Future of the Field Act, Cain, William
• Bahamas, Don Sandys-Wunsch

Wed Feb 17 00:08:00 GMT 1999

• Re: Future of the Field Act, fturner
• Re: Stainless Steel Bolt Alloy, Bill Sherman
• Re: Shear Modulus, Structeng1
• Simpson wall anchors, Lynn
• Re: Shear Modulus, Greg Smith
• Re: Concrete Poles, Mark D. Baker
• Re: Railing design, Mark Swingle
• Re: Simpson wall anchors, Charles Greenlaw
• Re: Underground House, Rhkratzse
• S-O-G C.J. with STRIP FOOTING, jerome . tan
• Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, james korff
• Re: Excel Question, Sleiman Serhal
• Re: Shrinkage cracks in masonry walls, P.Rajendran
• Unsubcribe, Walbert Zalazar
• Re: UBC97 - Earthquake, Studio Negrini
• UBC'97 and AISC - ASD, Studio Negrini
• RE: UBC97 - Earthquake, Studio Negrini
• RE: S-O-G C.J. with STRIP FOOTING, Bill Polhemus
• New Steel to Existing Concrete, Robert Rollo
• Re: New Steel to Existing Concrete, Greg Smith
• RE: Bahamas, Trobridge, Bruce
• RE: Bahamas, Paul Meyer
• Re: New Steel to Existing Concrete, jannett
• slabs on metal deck, Mark Trimble
• Re: New Steel to Existing Concrete, Jim Kestner
• Simpson wall anchors -Reply, David Puskas
• RE: New Steel to Existing Concrete, Vincenzo Valerio
• Re: Clay/brick smokestacks, Walkleypa
• RE: New Steel to Existing Concrete, Harold Sprague
• New Steel to Existing Concrete -Reply, John Armijo
• RE: New Steel to Existing Concrete, Silva John (sj)
• RE: Clay/brick smokestacks, Harold Sprague
• RE: New Steel to Existing Concrete, Cain, William
• Re: slabs on metal deck, cmd
• RE: New Steel to Existing Concrete, Deborah Goodacre
• Deborah Goodacre, Greg Smith
• RE: Clay/brick smokestacks, Ed Marshall

Thu Feb 18 00:00:15 GMT 1999

• Re: Clay/brick smokestacks, Greg Smith
• Re: Floor Loads selection, Ken Reed
• RE: Clay/brick smokestacks, Deborah Goodacre
• RE: Floor Loads selection, Kim, Henry D.
• Re[2]: Floor Loads selection, Rick . Drake
• Re: Simpson wall anchors -Reply, SONSUR2
• Earth Dams, Paul Feather
• Clay Tile CMU, CanitzCF
• [no subject], Alfredo Fernández León
• Re:Earth Dams, tbenson
• Values of dowels in existing concrete, LtTang
• Re: Simpson wall anchors -Reply, Structeng1
• Re[2]: [StrucTX] S-O-G C.J. with STRIP FOOTING, jerome . tan
• Re: New Steel to Existing Concrete, Structeng1
• Re: Floor Loads selection -Reply, David Puskas
• Re: Simpson wall anchors -Reply -Reply, David Puskas
• Re: UBC'97 and AISC - ASD, Bill Sherman
• Re: Simpson wall anchors, Lynn
• Re: Clay Tile CMU, Greg Smith
• RE: UBC'97 and AISC - ASD, Harold Sprague
• RE: Clay Tile CMU, Harold Sprague
• Re: Re: Floor Loads selection, Richard Lewis
• RE: Earth Dams, Cain, William
• RE: UBC'97 and AISC - ASD, Cain, William
• RE: CJ in RC Retaining Walls, Harold Sprague
• Y to K, Jim Kestner
• Dynamic seismic design, Stan Mulder
• Re: Simpson wall anchors -Reply, Janiele Maffei
• Re:Grading Rules for Vigas, NRoselund
• Seismic Design in the Pacific Northwest, Deneff, Chris
• Re:Grading Rules for Vigas, Roger Turk

Fri Feb 19 01:14:14 GMT 1999

• RE: Values of dowels in existing concrete, Silva John (sj)
• Re:Earth Dams, Ali Bakhshi
• Re:Earth Dams-p-2, Ali Bakhshi
• Re: Columbia EQ information, Harris3803
• Dynamic seismic design, Mark K Gilligan
• Using shoring as structural member, Greg Leyh
• Re: Columbia EQ information, Roger Turk
• Re: Using shoring as structural member, Parkerres
• Old Timers - 18B35 section properties, Glenn Otto
• RE: Dynamic seismic design, Cain, William
• Re: Columbia EQ information, Kehoe, Brian
• RE: Old Timers - 18B35 section properties, Harold Sprague
• UMB Wall Anchors & Fires, Robert J Bossi, PE
• RE: Old Timers - 18B35 section properties, Montgomery Griffiths
• Old Timers - 18B35 section properties, Roger Turk
• Mailing List, Hayder Judi
• Autocad R14 & R14.01, Fountain Conner
• Wood Solutions Fair, buddy_showalter
• Re: Autocad R14 & R14.01, Greg Smith
• RE: Using shoring as structural member, Harold Sprague
• Thanks to the Old Timers, Glenn Otto
• Re: Using shoring as structural member, Chris Lillback
• Thanks to the Old Timers, Roger Turk

Sat Feb 20 03:30:55 GMT 1999

• CALL FOR PAPERS 1999 SEAOC CONVENTION, Harris3803
• Re: UMB Wall Anchors & Fires, Barry H. Welliver
• Old Concrete Design, Richard Lewis
• Non-shrink Grout, Mark K Gilligan
• Re: Non-shrink Grout, SDGSE
• Old Concrete Design, Roger Turk
• Stresses at Shell Attachments, P.Rajendran
• RE: Stresses at Shell Attachments, Ron Hill
• Re: Old Concrete Design, Jim Kestner
• Re: Non-shrink Grout, Mark K Gilligan
• RE: Autocad R14 & R14.01, Mark Middlebrook
• Re: Non-shrink Grout, SDGSE
• Re: CALL FOR PAPERS 1999 SEAOC CONVENTION, Szuchuan Chang
• Re: Stresses at Shell Attachments, Christopher Wright
• Re: Old Timers - 18B35 section properties, hffa
• intellcad, Juan Enrique Justo
• Re: intellcad, Fountain Conner

Sun Feb 21 00:43:17 GMT 1999

• Re: Using shoring as structural member, Greg Leyh
• RE: Using shoring as structural member, Greg Leyh
• Re: UBC97 - Earthquake, JAKABY
• Re: New Steel to Existing Concrete, JAKABY
• RE: Old Timers - '61 VW properties & E.Q., Charles Greenlaw
• Re: Stresses at Shell Attachments, P.Rajendran
• Re: Stresses at Shell Attachments, P.Rajendran
• Re: Using shoring as structural member, Parkerres
• RE: Old Timers - '61 VW properties & E.Q., Bruce Shephard
• tall cylindrical pressure vessels, RShreenan
• Hairpins in footings, LGunaway
• Fwd: Have fun ..., Yank2002
• History of conventional wood framing- update, Charles Greenlaw

Mon Feb 22 00:05:40 GMT 1999

• Re: Hairpins in footings, ShirishM
• RE: Stresses at Shell Attachments, Ron Hill
• Re: History of conventional wood framing- update, SDGSE
• Re: tall cylindrical pressure vessels, Christopher Wright
• Old Sections 21B44 and 21B49, Rehan . Nawab
• Re: History of conventional wood framing- update, Lynn
• Re: Old Concrete Design, JDMACKPE
• FW: Stresses at Shell Attachments, Ron Hill
• RE: tall cylindrical pressure vessels, Ron Hill
• RE: History of conventional wood framing- update, Bruce Shephard
• Old Sections 21B44 and 21B49, Roger Turk
• Re: tall cylindrical pressure vessels, Greg Smith
• Re: Seismicity of Taiwan ... ?, cstsaur
• Change of mail ID, pkpl
• Re: tall cylindrical pressure vessels, Greg Smith
• RE: Using shoring as structural member, Harold Sprague
• RE: CALL FOR PAPERS 1999 SEAOC CONVENTIO, Joyce Fuss
• Re: Seismic design metric factors for UBC chapter 16, Ulises Uribe Diaz
• Re: Dynamic seismic design, Stan Mulder
• Re: wood decay mitigation, Kenneth Tarlow
• RE: Dynamic seismic design, Roger Davis
• Re: Building department Blues, Kenneth Tarlow
• RE: History of conventional wood framing- update, Janiele Maffei
• RE: Building department Blues, Montgomery Griffiths
• Re: History of conventional wood framing- update, TanerJ
• RE: History of conventional wood framing- update, Kenneth Tarlow

Tue Feb 23 01:36:05 GMT 1999

• Re: History of conventional wood framing- update, SDGSE
• Re: History of conventional wood framing- update, SDGSE
• Re: History of conventional wood framing- update, SDGSE
• Re: History of conventional wood framing- update, SDGSE
• Re: History of conventional wood framing- update, Gary Wheeler
• A Great Resource, RShreenan
• Re: History of conventional wood framing- update, Charles Greenlaw
• Re: History of conventional wood framing- update, Lynn H
• Re: Dynamic seismic design, Mark K Gilligan
• March '99 Newsletter on SEAONC Web Site, Constantine Shuhaibar
• Re: Dynamic seismic design, prosteel
• Re: Dynamic seismic design, prosteel
• Re: Paper Submitted to 1998 SEAOC Convention, Szuchuan Chang
• DRY PACK SPECIFICATION, ±è¾ç¼ö
• Re: History of conventional wood framing- update, james korff
• Test. Please delete, CyA Ingenieria
• Re: Dynamic seismic design, Lynn
• RE: History of conventional wood framing- update -Reply, David Puskas
• Re: seaint Digest for 22 Feb 1999, BJASELA
• RE: History of conventional wood framing- update -Reply, Montgomery Griffiths
• RE: History of conventional wood framing- update, Bruce Shephard
• RE: History of conventional wood framing- update, Bruce Shephard
• ASCII Character, Chris Towne
• Re: ASCII Character, Shafat Qazi
• Ascii, Chris Towne
• Dilbert's Theorem, ECVAl3
• Fw: Dynamic seismic design, T. Eric Gillham PE
• Hanger Connections-Effective Flange Width, James F Fulton
• Re: ASCII Character, Gil Brock
• RE: Hanger Connections-Effective Flange Width, Charlie Carter
• Re: Dilbert's Theorem, Charley Hamilton
• Partially grouted cmu question -Reply, David Puskas
• Partially grouted cmu question, Jeff Smith
• RE: wood decay mitigation, Harold Sprague

Wed Feb 24 00:04:27 GMT 1999

• Partially grouted cmu question, Roger Turk
• RE: Hanger Connections-Effective Flange Width, Harold Sprague
• RE: History of conventional wood framing- update -Reply, Dennis S. Wish PE
• RE: History of conventional wood framing- update, Dennis S. Wish PE
• RE: A Great Resource, Dennis S. Wish PE
• Hungary for Knowledge, Parkerres
• Re: History of conventional wood framing- update, Bobeng
• Re: ASCII Character, Mlcse
• Re: ASCII Character, Andrew Abbo
• Re: wood decay mitigation, NRoselund
• Re: History of conventional wood framing- update, Dgmurphy
• Re: Hanger Connections-Effective Flange Width, NRoselund
• Re: ASCII Character, Gil Brock
• Re: Hanger Connections-Effective Flange Width, prosteel
• Re: History of conventional wood framing- update -Reply, Barry H. Welliver
• Re: DRY PACK SPECIFICATION, Tom . Hunt
• RE: History of conventional wood framing, Roger Turk
• Re: Dilbert's Theorem, Gary Wheeler
• ASCII Character -Reply, John Armijo
• Canadian steel, Gudrun Olafsdottir
• Re: Dilbert's Theorem, Christopher Wright
• Re: Canadian steel, Mark McCormick
• RE: Canadian steel, Paul Meyer
• RE: Dilbert's Theorem, Bill Polhemus
• Re:Hungary for Knowledge, dodgen
• March Newsletter on SEAONC Web Site, Constantine Shuhaibar
• Re: Re: Dilbert's Theorem, Richard Lewis
• Post- beam framing., Francisco Duarte
• RE: Re: Dilbert's Theorem, Germaine, Bob/CVO
• RE: Re: Dilbert's Theorem, Bruce Shephard
• Re: Re: Dilbert's Theorem, Gary Wheeler
• RE: Re: Dilbert's Theorem, Bill Polhemus
• Re: Re: Dilbert's Theorem, Gary Wheeler
• Re: Post- beam framing., Janiele Maffei
• Re: Post- beam framing., Francisco Duarte
• RE: Dilberts Theorem ENOUGH ALREADY, Cmajose

Thu Feb 25 00:49:05 GMT 1999

• The Nevada Testing Institute, Inc. (NeTI), Robert Kazanjy
• Re: The Nevada Testing Institute, Inc. (NeTI), michelle trzecinski
• Re: History of conventional wood framing- update -Reply, Rhkratzse
• RE: tap holes, Matt Jordan
• Bar joist in 1953, STEVE BIAN
• Re: RE: Dilbert's Theorem, Rhkratzse
• Bar joist in 1953, Roger Turk
• Feb 20 Seminar slides now on-line, Shafat Qazi
• Re: Bar joist in 1953, Patrick Rodgers
• Car Crash Loads, Parkerres
• Re: Car Crash Loads, P.Rajendran
• Fw: pedestrian bridge, prosteel
• Re: Bar joist in 1953, Jim Kestner
• ACAD Attribute ?, seaint-return
• Re: Car Crash Loads, Scott A Jensen
• Re: ACAD Attribute ?, cmd
• Re: Car Crash Loads, Greg Smith
• Re: Bar joist in 1953, Richard Lewis
• Re: ACAD Attribute ?, Richard Lewis
• Re: History of conventional wood framing- update -Reply -Reply, David Puskas
• RE: RE: Dilbert's Theorem, Bill Polhemus
• Re: The Nevada Testing Institute, Inc. (NeTI), Greg Smith
• Re: ACAD Attribute ?, Parkerres
• Steel Composite Beam Floor System, Eddie Gonzalez
• RE: tap holes, Charlie Carter
• Re: Fw: pedestrian bridge, Jill T. Shuttleworth, P.E. S.E.
• Re: Car Crash Loads, Chanel1096
• Re: RE: Dilbert's Theorem, JCohen
• RE: History of conventional wood framing- update -Reply, Montgomery Griffiths
• RE: Fw: pedestrian bridge, DEVERE, PETER P. (JSC-ES)
• RE: tap holes, Christopher Wright
• RE: History of conventional wood framing- update -Reply, Christopher Wright
• RE: ACAD Attribute ?, Vince Yu
• RE: tap holes, DEVERE, PETER P. (JSC-ES)
• ACAD Attribute ? -Reply, Patrick Taylor
• HAZUS: The FEMA Tool for Multi-Hazard Loss Estimation, JCohen
• RE: Fw: pedestrian bridge, Powers, Tony
• UBC97-- Redundancy Factor, Konczak, Lee
• RE: ACAD Attribute ?, Robert Rollo
• Re: Car Crash Loads, Greg Smith
• Re: Car Crash Loads, Christopher Wright
• Re: Car Crash Loads, Chanel1096
• Re: Car Crash Loads, Robert Kazanjy
• RE: Car Crash Loads, Smith, Steven A
• RE: UBC97-- Redundancy Factor, Harold Sprague
• RE: Car Crash Loads, Smith, Steven A
• Acad - Revisited, seaint-return
• Re: Car Crash Loads, Greg Smith
• Re: Acad - Revisited, PEC - Lake City
• Re: Car Crash Loads, Greg Smith
• RE: Steel Composite Beam Floor System, Mark E. Deardorff
• Re: RE: Steel Composite Beam Floor System, Eddie Gonzalez
• STRAP'S steel composite framing system capabilites, Eddie Gonzalez
• Re: Car Crash Loads, Greg Smith

Fri Feb 26 00:19:54 GMT 1999

• Re: Post- beam framing., Janiele Maffei
• Re: Serpico, Greg Smith
• RE: Serpico, Bruce Shephard
• Prepackaged Drypack, ±è¾ç¼ö
• Re: Fw: pedestrian bridge-reply, Cmajose
• History of Conventional wood framing-update-another reply, Cmajose
• Re: Prepackaged Drypack, NRoselund
• Re: Car Crash Loads, Greg Smith
• Re: STRAP'S steel composite framing system capabilites, Leonid Shectman
• Re: UBC97-- Redundancy Factor, Mlcse
• History of conventional wood framing., Rodrigo Lema
• Re: UBC97-- Redundancy Factor, Mark K Gilligan
• Re: Fw: pedestrian bridge, Rhkratzse
• Re: RE: Dilbert's Theorem, Rhkratzse
• Re: RE: Dilbert's Theorem, Rhkratzse
• Re: Fw: pedestrian bridge, Rhkratzse
• Re: History of conventional wood framing., Gary Wheeler
• Re: Steel Composite Beam Floor System, Jim Kestner
• Re: History of Conventional wood framing-update-another reply, Barry H. Welliver
• RE: tap holes, Harold Sprague
• RE: Steel Composite Beam Floor System, Brian K. Smith
• TPI, Chris Towne
• Grouting in Eugene, kolby orcher
• Re: History of conventional wood framing., Don Carr
• Re: TPI, Dave Morris
• 1994 UBC vs 1997 UBC Masonry Design, Edwin Schmeckpeper
• Re: UBC97-- Redundancy Factor, Charles Greenlaw
• Re: RE: Dilbert's Theorem one last time, Kenneth Tarlow
• Re: TPI, Lynn
• EERI TECHNICAL BRIEFING - COLOMBIA EARTHQUAKE 1/25/99, SEAOCC
• Re: UBC97-- Redundancy Factor, james korff
• RE: RE: Dilbert's Theorem one last time, Montgomery Griffiths
• Re: Grouting in Eugene, james korff
• Re: RE: Dilbert's Theorem one last time, PEC - Lake City
• Earl Conroy is an alias, BRBATES
• RE: Earl Conroy is an alias, Caldwell, Stan
• Re: Earl Conroy is an alias, audra & Richard Ranous
• RE: Earl Conroy is an alias, Kenneth Tarlow
• Re: Earl Conroy is an alias, MSSROLLO
• Space truss, John Armijo
• RE: Space truss, Lars Holte
• RE: Space truss, Harold Sprague
• Electronic drawing exchange -- legal issues, Mark Middlebrook

Sat Feb 27 00:39:15 GMT 1999

• RE: Earl Conroy is an alias, Mark E. Deardorff
• RE: Earl Conroy is an alias, Mark E. Deardorff
• Re: UBC97-- Redundancy Factor, Christopher Wright
• RE: UBC97-- Redundancy Factor, Horning, Dick/CVO
• Re: UBC97-- Redundancy Factor, Mark K Gilligan
• Re: Car Crash Loads, Ken Reed
• RE: ACAD Attribute ?, Mark Middlebrook
• Title blocks in AutoCAD, Mark Middlebrook
• Re: UBC97-- Redundancy Factor, Charles Greenlaw
• Re: RE: Dilbert's Theorem one last time, Rhkratzse
• Re: UBC97-- Redundancy Factor, Rhkratzse
• Re: UBC97-- Redundancy Factor, Mark K Gilligan
• seismic building separation, duck
• Degree of Fixity (DOF) Method., suherdi
• RE: TPI, wtca
• Degree of Fixity (DOF) Method., suherdi
• Re: Dilbert's Theorem one last time, Barry H. Welliver
• Re: Earl Conroy is an alias, avansse.com
• Re: UBC97-- Redundancy Factor, Christopher Wright
• Degree of Fixity Method, suherdi
• Re: Degree of Fixity (DOF) Method., Greg Smith
• Re: Degree of Fixity (DOF) Method., suherdi
• Re: Degree of Fixity (DOF) Method., David
• Re: Earl Conroy is an alias, BRBATES
• Re: Grouting in Eugene, Dave Morris
• Re: UBC97-- Redundancy Factor, Roger Turk
• seismic building separation, Roger Turk
• Re: Feb 20 Seminar slides now on-line, Szuchuan Chang
• Re: Degree of Fixity (DOF) Method., Greg Smith
• Re: Grouting in Eugene, Laurence B. Oeth III
• Re: EERI TECHNICAL BRIEFING - COLOMBIA EARTHQUAKE 1/25/99, Laurence B. Oeth III
• Re: Dilbert's Theorem one last time [not likely!], Rhkratzse
• Re: UBC97-- Redundancy Factor (DC-3), Gary Wheeler
• Re: Grouting in Eugene, J. Korff
• Re: seismic building separation, Gary Wheeler
• Re: UBC97-- Redundancy Factor (DC-3), Christopher Wright
• Re: Bar joist in 1953, Dlgochnaur

Sun Feb 28 02:06:38 GMT 1999

• Re: Degree of Fixity (DOF) Method., Greg Smith
• Re: Use of structural steels at elevated temperature, Greg Smith
• Re: Earl Conroy is an alias, SEAInt Admin
• Re: Degree of Fixity (DOF) Method., suherdi
• Need Information about Managament Construction web sites, suherdi
• Re: Earl Conroy is an alias, BRBATES
• Re: Need Information about Managament Construction web sites, Sandy Pringle
• RE: tap holes, Cain, William
• RE: Fw: pedestrian bridge, Cain, William

Mon Mar 01 02:48:59 GMT 1999

• Forensic Engineering Technical Group - ASCE LA Section, SCHFUN
• RE: History of conventional wood framing- update, Dennis S. Wish PE
• RE: History of Conventional wood framing-update-another reply, Dennis S. Wish PE
• RE: History of conventional wood framing., Dennis S. Wish PE
• Telescopic Pole, Geoffrey G. Melchor
• Re: Earl Conroy is an alias, Robert P. KAZANJY
• RE: Earl Conroy is an alias, Dennis S. Wish PE
• Alias or Not? FAQ, SEAInt Admin
• Re: Electronic drawing exchange -- legal issues, Claret Heider
• RE: Dilbert's Theorem one last time, Bill Polhemus
• Re: Alias or Not? FAQ, Richard Lewis
• Re: Alias or Not? FAQ, Roger Turk
• Re: Alias or Not? FAQ, Greg Smith
• Software for Steel Connection Design, Caldwell, Stan
• Re: Dilbert's Theorem one last time, Barry H. Welliver
• Re: Earl Conroy is an alias, avansse.com
• Re: Re: Dilbert's Theorem, Kenneth Tarlow
• Re: Earl Conroy is an alias, avansse.com
• seismic building separation -Reply, John Armijo
• Re: Earl Conroy is an alias, Boris Kraljevic
• RE: Alias or Not? FAQ, Cain, William
• Plastic Design Selection Table (pg 2-15 to . . .), Eddie Gonzalez
• VIRUS IN suherdi's MAIL FROM 02/27 !!!, Peter Rangelow
• Re: Plastic Design Selection Table (pg 2-15 to . . .), Dave Handy
• Re: Re: Dilbert's Theorem (architects vs. engineers), Gary Wheeler
• Re: Re: Alias or Not? FAQ, Richard Lewis
• RE: Re: Alias or Not? FAQ, Montgomery Griffiths
• Re: Dilbert's Theorem (architects vs. engineers), audra & Richard Ranous
• Fwd: Re: UBC97-- Redundancy Factor, J. Korff
• RE: Re: Alias or Not? FAQ, Cain, William
• FRP rebar in concrete design, James A. Lane
• FRP rebar in concrete design, James A. Lane
• RE: FRP rebar in concrete design, Horning, Dick/CVO
• Re: Dilbert's Theorem (architects vs. engineers), Shafat Qazi
• VIRUS WARNING, Shafat Qazi
• Charleston, SC: Engr Req'd, LibertyEng
• FRP rebar in concrete design, Roger Turk

Tue Mar 02 00:12:32 GMT 1999

• Re: Re: Alias or Not? FAQ, Ray A. Pixley
• RE: FRP rebar in concrete design, Paul Meyer
• Fwd: Re: Grouting in Eugene, J. Korff
• California Building Code, NRoselund
• Re: 1994 UBC vs 1997 UBC Masonry Design, james korff
• RE: FRP rebar in concrete design, Robert P. KAZANJY
• Re: FRP rebar in concrete design, Chanel1096
• Re: California Building Code, BCainse
• Re: Alias or Not? FAQ, Seaintonln
• RE: Earl Conroy is an alias, Vincenzo Valerio
• RE: Alias or Not? FAQ, Vincenzo Valerio
• RE: FRP rebar in concrete design, Larsen, Mark
• Re: Plastic Design Selection Table (pg 2-15 to . . .), Eddie Gonzalez
• Re: VIRUS WARNING, Brian Reese
• Re: Alias or Not? FAQ, Parkerres
• Marine Piers, Vincenzo Valerio
• RE: FRP rebar in concrete design, Christopher Wright
• Re: FRP rebar in concrete design, Chanel1096
• Re: Re: Dilbert's Theorem (architects vs. engineers), Kenneth Tarlow
• RE: Plastic Design Selection Table (pg 2-15 to . . .), Charlie Carter
• RE: Alias or Not? FAQ, Joyce Fuss
• UBC97 question, Ken Wong
• Re: Alias or Not? FAQ, Robert Kazanjy
• Re: UBC97 question, Robert Rogers
• Re: Alias or Not? FAQ, Charles Greenlaw
• Re: Marine Piers, cmd
• Re: Marine Piers, cmd
• Re: UBC97 question, Charley Hamilton
• Re: Marine Piers, Roger Turk
• RE: UBC97 question, James Hagensen
• Re: FRP rebar in concrete design, Christopher Wright
• RE: Alias or Not? FAQ, Cain, William
• Salary Survey, Jim Kestner
• RE: Salary Survey, Robert Rollo
• RE: Fw: pedestrian bridge, Fredericks, Douglas/SAC
• Re: UBC97 question, Kenneth Tarlow
• Re: Salary Survey, Constantine Shuhaibar
• RE: Earl Conroy is an alias, J. Korff
• RE: Earl Conroy is an alias, seaint-return
• RE: Salary Survey, Robert Rollo
• Re: Alias or Not? FAQ, J. Korff
• Re: Salary Survey, Jim Kestner
• RE: Salary Survey, Dave Meney
• RE: Salary Survey, Kenneth Tarlow

Wed Mar 03 00:03:50 GMT 1999

• Re: Marine Piers, jerome . tan
• Re[2]: Alias or Not? FAQ, jerome . tan
• Re: Salary Survey, audra & Richard Ranous
• Re: UBC97 question, jerome . tan
• RE: Fw: pedestrian bridge, Powers, Tony
• Re[2]: Alias or Not? FAQ, jerome . tan
• Re: [StrucTX] Advertising, jerome . tan
• Re: UBC97 question, T. Eric Gillham PE
• Should Structural Engineering be Separted from Civil Engineering, Milo Ketchum
• Re: UBC97 question, Bill Sherman
• RE: Fw: pedestrian bridge, Fredericks, Douglas/SAC
• HOT list for SEAOC Convention, Shafat Qazi
• Re: Salary Survey, Structeng1
• Fw: [flood_haz_mit] Re: Enquiry on wave load standards, JCohen
• Re: Salary Survey, Kenneth Tarlow
• Hinges, Drew Morris
• Re: Hinges, JCohen
• Re: Re: Salary Survey, Richard Lewis
• Robot 97, Sleiman Serhal
• Wave Loads, Tom . Hunt
• RE: Should Structural Engineering be Separted from Civil Engineer ing, Baltar, Joseph P SPK
• RE: Should Structural Engineering be Separted from Civil Engineering, Brian K. Smith
• Re: Robot 97, Damir Varevac
• Re: Should Structural Engineering be Separted from Civil Engineering, MRodrig273
• Re: Re: Should Structural Engineering be Separted from Civil Engineering, Richard Lewis
• Re: Should Structural Engineering be Separted from Civil Engineering, Greg Smith
• Re: Should Structural Engineering be Separted from Civil Engineering, MSSROLLO
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Caldwell, Stan
• Re: Should Structural Engineering be Separted from Civil Engineering, Jim Kestner
• Re: Should Structural Engineering be Separted from Civil Engineering, Robert Kazanjy
• Re: Should Structural Engineering be Separted from Civil Engineering, Kenneth Tarlow

Thu Mar 04 00:45:17 GMT 1999

• Re: Should Structural Engineering be Separted from Civil Engineering, Jim K.
• Re[2]: Alias or Not? FAQ, J. Korff
• Re: Alias or Not? FAQ, Phil Hodge
• Prestressed Beam Software, Brad Friederichs
• Re: California Building Code-REPLY, Cmajose
• Re: Should Structural Engineering be Separted from Civil Engineering, GRileyPE
• Re: Should Structural Engineering be Separted from Civil Engineering, Robert Kazanjy
• Dilbert's Theorem (architects vs. engineers), Cmajose
• Prestressed Beam Software, Roger Turk
• Re: Should Structural Engineering be Separted from Civil Engineering, SDGSE
• Summer Internships, kaucher
• Re: Re[2]: Alias or Not? FAQ, Richard Lewis
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Trobridge, Bruce
• Re: Should Structural Engineering be Separted from Civil Engineering, Geoffrey G. Melchor
• Re: Should Structural Engineering be Separted from Civil Engineering, engrathm
• Avwin website, Alex C. Nacionales
• RV: tesis, Maria Laura Godoy
• re: Should Str. Eng. be separated from Civil Eng.?, audra & Richard Ranous
• Re: Summer Internships, JCohen
• RE: Should Structural Engineering be Separted from Civil Engineer ing, Baltar, Joseph P SPK
• Re: Dilbert's Theorem (architects vs. engineers), JAKABY
• "convention" problems, Rhkratzse
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Caldwell, Stan
• RE: "convention" problems, Caldwell, Stan
• Re: Dilbert's Theorem (architects vs. engineers), nmoore
• Re: Should Structural Engineering be Separted from Civil Engineering, MSSROLLO
• Re: "convention" problems, Shafat Qazi
• Re: Summer Internships, Jim Kestner
• Re: RV: tesis, Walter Sheen Paoli
• Re: Avwin website, Walter Sheen Paoli
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Powers, Tony
• Re: Dilbert's Theorem (architects vs. engineers), Chris Towne
• Re: Dilbert's Theorem (architects vs. engineers), JAKABY
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Caldwell, Stan
• Autocad, Chris Towne
• Re: Alias or Not? FAQ, J. Korff
• Re: Summer Internships, Eddie Gonzalez
• Re: RE: "convention" problems, Rhkratzse
• Re: RE: "convention" problems, Rhkratzse
• Re: Site Fixed, Rhkratzse
• Connection at the base of Tilt-up panels, From the desk of Joe Otto
• Openings in Concrete Block, Brian A. Peterson

Fri Mar 05 01:09:17 GMT 1999

• Re: Openings in Concrete Block, nmoore
• Re: Autocad, Greg Smith
• Re: Dilbert's Theorem (architects vs. engineers), SDGSE
• Re: "convention" problems, SDGSE
• RE: Should Structural Engineering be Separated from Civil Enginee ring, Kenneth Tarlow
• RE: Connection at the base of Tilt-up panels, Mark E. Deardorff
• Connection at the base of Tilt-up panels, Mark K Gilligan
• Match Temperature curing, Kho Poh Teck
• Re: Autocad, PEC - Lake City
• Hangar Design, KHURRAM WAQAR
• Re: Hangar Design, Robert P. KAZANJY
• Interference-Body Bolts, RainCat1
• Vendors for Wood Design and Analysis Seminar, Mark Redlinger
• Re: Interference-Body Bolts, Jim Kestner
• [no subject], Alberto Guida
• Re: Prestressed Beam Software, Walter Sawruk
• RE: Interference-Body Bolts, Harold Sprague
• RE: AutoCAD blocks with attributes, Mark Middlebrook
• RE: Match Temperature curing, Harold Sprague
• Dilbert's Theorem (architects vs. engineers), Cmajose
• Dilbert's Theorem (architects vs. engineers), Cmajose
• Re: Dilbert's Theorem (architects vs. engineers), Cmajose
• Re: Subject: Bolt grades, Gunnar Hafsteinn Isleifsson
• Recycled materials, DougSnow
• Re: Recycled materials, Joe Zlab
• Re: Recycled materials, Lanny J. Flynn
• Re: Hangar Design, Rlfong

Sat Mar 06 00:43:31 GMT 1999

• RE: Recycled materials, James A. Lane
• Re: Robot 97, jk
• RE: Prestressed Beam Software, Brent Koch
• Concrete Placement in Seawater, Ing. Daniel Ulloa
• RE: Recycled materials, Vince Yu
• RE: Recycled materials, Vince Yu
• Re: Concrete Placement in Seawater, Robert P. KAZANJY
• Re: Match Temperature curing, Kho Poh Teck
• Re: Recycled materials, cmd
• Re: Bar joist in 1953, STEVE BIAN
• y2k and the average engineer?, Harris3803

Sun Mar 07 00:36:44 GMT 1999

• Re: y2k and the average engineer?, SDGSE
• Re: Avwin website, W. Bassett A.
• Re: y2k and the average engineer?, Christopher Wright
• Re: y2k and the average engineer?, Mlcse
• Re: y2k and the average engineer?, Andrew Goh
• HUMOR: Re: y2k and the average engineer?, Rlfong
• International Summit - Humor, Yank2002
• Re: y2k and the average engineer?, Seaintonln
• RE: y2k and the average engineer?, Bruce Shephard
• Beyond the y2k and the average engineer?, Patrick F. Quinn
• Re: y2k and the average engineer?, Roger Turk

Mon Mar 08 01:45:04 GMT 1999

• Job Opening, Steve Pryor
• Stop the bank spying law! (fwd), Robert P. KAZANJY
• SEAONC 1999 Spring Seminar:, Constantine Shuhaibar
• Re: Stop the bank spying law! (fwd), RDAHLMANN
• Re: Stop the bank spying law! (fwd), michelle trzecinski
• RE: Match Temperature curing, Harold Sprague
• Re: y2k and the average engineer?, Paul Ransom
• Re: Hangar Design, Paul Ransom
• Re: European steel grades, Cees van Halderen
• Post tensioned precast construction, T. Eric Gillham PE
• Re: Robot 97, Sleiman Serhal
• RE: Y2K and the average engineer?, Paul Meyer
• y2k and the average engineer?, Roger Turk
• RE: Y2K and the average engineer?, Christopher Wright
• Stamped originals, Bob Hanson
• RE: Stamped originals, Paul Meyer
• RE: short anchor bolts, Kenneth Tarlow
• RE: short anchor bolts, Kenneth Tarlow
• Concrete Flat Slab Hole, Richard Lewis
• Re: Concrete Flat Slab Hole, Kenneth Tarlow
• RE: short anchor bolts -Reply, David Puskas

Tue Mar 09 00:30:37 GMT 1999

• OES Volunteer, Livingston, Michael
• Re: OES Volunteer, Rick Ranous
• ASTM A992 Questions, Tom . Hunt
• Re: short anchor bolts. Reply., SDGSE
• Design guide for standards, Clarence Poe
• Re: Design guide for standards, Fountain Conner
• Re: Design guide for standards, CanitzCF
• RE: Design guide for standards, Harold Sprague
• RE: Post tensioned precast construction, Harold Sprague
• UBC Section 1630 Earthquake Loads, jerome . tan
• Wall out of plane, Mark D. Baker
• Re: ASTM A992 Questions, cmd
• Re: Re: Concrete Flat Slab Hole, Richard Lewis
• Re: Wall out of plane, Parkerres
• Re: Design guide for standards, nmoore
• Re: Design guide for standards, nmoore
• Re: Post tensioned precast construction, nmoore
• Re: ASTM A992 questions, Charlie Carter
• RE: Design guide for standards, Bill Polhemus
• Post tensioned precast construction, Roger Turk
• Job Opening, Steve Pryor
• SEMINAR - Need for Repair Codes, Shafat Qazi
• Ice Force on Steel Water Storage Tanks, Ed Marshall
• Knee Braced Frame-Effective Column Length, James F Fulton
• Re: Ice Force on Steel Water Storage Tanks, Christopher Wright
• Scaffold Design Standards, John Schenne
• RE: Ice Force on Steel Water Storage Tanks, Paul Meyer
• Re: Knee Braced Frame-Effective Column Length, Michael Donoghue
• code load for stairs?, Jeff Smith

Wed Mar 10 00:56:05 GMT 1999

• Re: code load for stairs?, J. Karim Hosseinzadeh
• Crane Design; SE v. ME, Drew A. Norman, S.E.
• Re: code load for stairs?, Robert Kazanjy
• Posting ACAD Drawings w/Title blocks on the Net, Buildengr
• Re: Crane Design; SE v. ME, Christopher Wright
• Re: Crane Design; SE v. ME; reply, Cmajose
• Re: code load for stairs?, SDGSE
• Re: Crane Design; SE v. ME, Charles Greenlaw
• Re: Crane Design; SE v. ME, rnester
• Re: Crane Design; SE v. ME, rnester
• Re: Scaffold Design Standards, Walter Sawruk
• Re: Crane Design; SE v. ME, Robert Rogers
• Re: Posting ACAD Drawings w/Title blocks on the Net, ADVDENGR
• RE: Posting ACAD Drawings w/Title blocks on the Net, Mark Middlebrook
• Re: Crane Design; SE v. ME, Bill Sherman
• Re: Ice Force on Steel Water Storage Tanks, Parkerres
• Re: code load for stairs?, Parkerres
• RE: Crane Design; SE v. ME, Shah, Nutan
• Re: Crane Design; SE v. ME, Christopher Wright
• Re[2]: Crane Design; SE v. ME, Robert Rogers
• Re: Crane Design; SE v. ME, Roger Turk
• Re: Ice Force on Steel Water Storage Tanks, cmd
• Re: Ice Force on Steel Water Storage Tanks, Blomberg, Paul
• Knee Braced Frame-Effective Column Length, Rafael Sabelli
• Building Codes, Zachary Goswick
• Re: Building Codes, David L. McCormick
• RE: Building Codes, Ed Marshall
• Re: Knee Braced Frame-Effective Column Length, Milo Ketchum
• Re: Crane Design; SE v. ME, Christopher Wright
• RE: Knee Braced Frame-Effective Column Length, Waterman Drinkwater
• Re: Crane Design; SE v. ME, MSSROLLO

Thu Mar 11 00:19:08 GMT 1999

• RE: Crane Design; SE v. ME, Paul Meyer
• RE: Crane Design; SE v. ME, Christopher Wright
• Re: Ice Force on Steel Water Storage Tanks, JohnOttCE
• RV:, Alberto Guida
• Re: RV:, Robert P. KAZANJY
• 2nd Call - UBC 97 Section 1630, jerome . tan
• Re: Crane Design; SE v. ME, rnester
• Re: Re[2]: Crane Design; SE v. ME, rnester
• Re: Ice Force on Steel Water Storage Tanks, cmd
• Re: Recycled materials, Laurence B. Oeth III
• Fw: Open top steel tanks, JCohen
• Re: 2nd Call - UBC 97 Section 1630, Eddie Gonzalez
• Re: 2nd Call - UBC 97 Section 1630, Eddie Gonzalez
• Re: Recycled materials, cmd
• Structural Analysis Programs, Zachary Goswick
• RE: grade 3.6, 4.6, 4.8, ..., means., Einar Einarsson
• Re: Wall out of plane, Kenneth Tarlow
• RE: Structural Analysis Programs, Trobridge, Bruce
• RE: grade 3.6, 4.6, 4.8, ..., means., Alberto Guida
• Job Opening, Allen Adams
• Crane Design; SE v. ME, Drew A. Norman, S.E.
• RE: Job Opening, Caldwell, Stan
• Request for Proposal, Gahagan, Karen
• Re: Structural Analysis Programs, JCohen
• RE: Structural Analysis Programs, Integrated Technical Software Pty Ltd

Fri Mar 12 17:59:10 GMT 1999

• Classroom Humor, Yank2002
• SEAOC 97 UBC Design Manual - Metal Stud Construction Evaluation, Seaintonln

Sat Mar 13 02:58:25 GMT 1999

• DOE Standard 1020 Requirements, Reed R. Figley
• Wood Truss sources, Paul Feather
• Re: Crane Design; SE v. ME, rnester
• Re: code load for stairs?, Mark T. Swingle
• Reinforcing Existing Beam, Rehan . Nawab
• Re: code load for stairs?, Robert J Bossi, PE
• RE: Wood Truss sources, James A. Lane
• Re: y2k and the average engineer?, Rlfong
• Re: Crane Design; SE v. ME, Christopher Wright
• Re:Wood Truss sources, Seaintonln
• Re: Reinforcing Existing Beam, Greg Smith
• Professional announcements for SEAINT Online Needed, Seaintonln
• SEAINT Online - Articles Needed, Seaintonln
• Re: Reinforcing Existing Beam, Jim Kestner

Sun Mar 14 01:23:51 GMT 1999

• Re: Crane Design; SE v. ME, Paul Ransom
• Re: Crane Design; SE v. ME, Christopher Wright
• Re: Crane Design; SE v. ME, Melissa Brown
• Re: Melissa, Greg Smith
• Re: Reinforcing Existing Beam, P.Rajendran
• Re: Reinforcing Existing Beam, Milo Ketchum
• RE: Reinforcing Existing Beam, Serroels, Chris/SAC
• Re: Reinforcing Existing Beam, Greg Smith
• Re: Crane Design; SE v. ME, Paul Ransom
• Re: Crane Design; SE v. ME, Charles Greenlaw
• Engineer's Liability vis-a-vis Shop Drawing Review, Laurence B. Oeth III
• Fallingwater ready to fall, Jim Kestner

Mon Mar 15 00:14:08 GMT 1999

• Re: Reinforcing Existing Beam, Melissa Brown
• field squash..raquetball, Juan Manuel Sandoval Leal
• Engineer's Liability vis-a-vis Shop Draw, Roger Turk
• Re: Crane Design; SE v. ME, Christopher Wright
• RE: Wood Truss sources, wtca
• RE: Wood Truss sources, wtca
• Professor Thomas Paulay in Argentina., Rodrigo Lema
• Lincoln vs Kennedy, Yank2002
• RE: Fallingwater ready to fall, Bill Polhemus
• Project in Canada, nattamai mohanram
• RE: Project in Canada, Paul Meyer

Tue Mar 16 01:28:34 GMT 1999

• Congress about to vote on charges for internet access!!, Rawn Nelson
• Congress ... internet access!! Too Late!, Roger Turk
• The Structural Engineer's Dream, Caldwell, Stan
• Re: The Structural Engineer's Dream, audra & Richard Ranous
• Re: Congress ... internet access!! Too Late!, Greg Smith
• Re: Congress ... internet access!! Too Late!, Greg Smith
• RE: Engineer's Liability vis-a-vis Shop Drawing Review, Harold Sprague
• Ode to the machinist, JCohen
• RE: Reinforcing Existing Beam, Harold Sprague

Wed Mar 17 00:08:59 GMT 1999

• Tank design per AWWA (response spectra), Aswin Rangaswamy
• Re: Engineer's Liability vis-a-vis Shop Drawing Review, Laurence B. Oeth III
• Re: Engineer's Liability vis-a-vis Shop Draw, Laurence B. Oeth III
• Crane Design, Drew A. Norman, S.E.
• Re: Crane Design, P.Rajendran
• Re: Crane Design, Robert Rogers
• Moment connection design example, Bao D Pham
• Re: Moment connection design example, jbotch
• Re: Crane Design, Christopher Wright
• States That Require S.E.'s, Steve Powell
• RE: States That Require S.E.'s, Zachary Goswick
• RE: Moment connection design example, Canitz, Charles F NAB02
• States That Require S.E.'s, Roger Turk
• RE: States That Require S.E.'s, Canitz, Charles F NAB02
• RE: States That Require S.E.'s, Horning, Dick/CVO
• RE: Crane Design, Harold Sprague
• UBC' 97 Redundancy / Reliability Factor, Sasha Itsekson
• Re: States That Require S.E.'s, Fountain Conner
• RE: States That Require S.E.'s, Horning, Dick/CVO
• Re: States That Require S.E.'s, Christopher Wright
• 1999 SEI Structures Congress, Shafat Qazi
• Re: States That Require S.E.'s, Phil Hodge
• Re: States That Require S.E.'s, Fountain Conner
• Fw: States That Require S.E.'s, T. Eric Gillham PE
• Re: States That Require S.E.'s, Steve Powell
• RE: States That Require S.E.'s, Devlin, Dan
• A lot of messages not for me, massimo montanari
• RE: States That Require S.E.'s, Baltar, Joseph P SPK
• RE: A lot of messages not for me, Bill Polhemus
• RE: A lot of messages not for me, Baltar, Joseph P SPK
• Joist Tag Designations, Zachary Goswick
• Re[2]: Crane Design, Rick . Drake
• Re: Joist Tag Designations, Fountain Conner
• Re: Joist Tag Designations, James W. Kestner
• RE: Re[2]: Crane Design, Harold Sprague

Thu Mar 18 00:16:59 GMT 1999

• Re: Engineer's Liability vis-a-vis Shop Drawing Review, JDMACKPE
• RE: Tank design per AWWA (response spectra), Fieberling, Eric
• Re: Crane Design, Laurence B. Oeth III
• states requiring SE, GRileyPE
• RE: Crane Design, Dave Meney
• Re[3]: Crane Design, Robert Rogers
• Structural Shapes, Chris Towne
• Re: Structural Shapes, Scott A Jensen
• RE: Structural Shapes, Robert Rollo
• Re: states requiring SE, Greg Smith
• FW: [StrucTX] Sealing Provisions of Texas Licensing Law, Bill Polhemus
• RE: Structural Shapes, Charlie Carter
• Re: FW: [StrucTX] Sealing Provisions of Texas Licensing Law, Jim Kestner
• RE: Structural Shapes, Paul Meyer
• Re: Structural Shapes, Paul Feather
• RE: [StrucTX] Sealing Provisions of Texas Licensing Law, Caldwell, Stan
• Re: Structural Shapes, Charley Hamilton
• RE: states requiring SE, Caldwell, Stan
• Re: States That Require S.E.'s, Jill T. Shuttleworth, P.E. S.E.
• Re: States That Require S.E.'s, Barry H. Welliver
• Re: Structural Shapes, nmoore
• Re: field squash..raquetball, Jill T. Shuttleworth, P.E. S.E.
• RE: states requiring SE, Bill Polhemus
• RE: States That Require S.E.'s, Bill Polhemus
• RE: [StrucTX] Sealing Provisions of Texas Licensing Law, Bill Polhemus
• crane/bld'g. loads, Mark D. Baker
• Definition of Structural Engineer, J. Karim Hosseinzadeh
• Definition of Structural Engineer, Roger Turk
• DANGER: Mortal virus!!!, Sezefredo
• Re: Structural Shapes, Greg Smith
• RE: States That Require S.E.'s -Reply, David Puskas
• RE: Structural Shapes, Baltar, Joseph P SPK
• Re: States That Require S.E.'s, Phil Hodge
• Re: Joist Tag Designations, Phil Hodge
• Re: Definition of Structural Engineer, raranous
• RE: [StrucTX] Sealing Provisions of Texas Licensing Law, Caldwell, Stan
• RE: Definition of Structural Engineer, Caldwell, Stan
• Anchor Bolt Post-Tensioning, Moore, Danny
• Re: Definition of Structural Engineer, cmd

Fri Mar 19 00:43:27 GMT 1999

• Re: Anchor Bolt Post-Tensioning, Rick . Drake
• Re: Structural Shapes, Mario A. Tioli
• PCA-FRAME, Rodrigo Lema
• pca-frame, Rodrigo Lema
• Computer Expo for Structural Engineers, SEAOSC
• LADBS to CBC 97, MRodrig273
• Re: Prestressed Beam Software, David Taquino
• Bridge Expansion Joint Elimination, Glen Buchanan
• Re: crane/bld'g. loads, 여동훈
• RE: Professor Thomas Paulay in Argentina., Maria I. Falconi
• Oops, Maria I. Falconi
• Re: RE: States That Require S.E.'s, Steve Powell
• Re[2]: states requiring SE, Joshua . Plummer
• Re: LADBS to CBC 97, Eddie Gonzalez
• Re: pca-frame, Dave Handy
• RE: Bridge Expansion Joint Elimination, Powers, Tony
• RE: Bridge Expansion Joint Elimination, Roger Turk
• Re: pca-frame, Roger Turk
• Re: pca-frame, Christopher Wright
• RE: Bridge Expansion Joint Elimination, Powers, Tony
• Software Evaluation, Jerry Middaugh
• Enercalc - Printing Sketches, Aswin Rangaswamy

Sat Mar 20 00:10:44 GMT 1999

• RE: Bridge Expansion Joint Elimination, Roger Turk
• Re: pca-frame, Roger Turk
• RE: Bridge Expansion Joint Elimination, Powers, Tony
• [no subject], vicpeng
• Re: LADBS to CBC 97 reply, Cmajose
• Re: pca-frame, Christopher Wright
• A pause for reflection, Paul Feather
• RE: pca-frame, Vincenzo Valerio
• Reply: Enercalc Sketches, Michael D. Brooks
• Re: A pause for reflection, raranous
• Re: States That Require S.E.'s, Barry H. Welliver
• Re: States That Require S.E.'s, Charles Greenlaw
• PCA-Frame, Rodrigo Lema
• Need advise for special foundation and soils problems, Seaintonln
• RE: States That Require S.E.'s, Bill Polhemus
• RE: States That Require S.E.'s, Bill Polhemus
• Re: Need advise for special foundation and soils problems, Greg Smith
• Re: Need advise for special foundation and soils problems, Chris Lillback
• Re: PCA-Frame, Christopher Wright

Sun Mar 21 00:50:53 GMT 1999

• Re: States That Require S.E.'s, raranous
• Re: Software Evaluation, JRWMKW
• States That Require S.E.'s, Drew A. Norman, S.E.
• Re: A pause for reflection, Paul Feather
• Re: States That Require S.E.'s; Does Size Matter?, LibertyEng
• Residential Flexible/Rigid Diaphragm Analysis, Seaintonln
• Re: Residential Flexible/Rigid Diaphragm Analysis, Parkerres
• Re: Residential Flexible/Rigid Diaphragm Analysis, SDGSE

Mon Mar 22 00:53:49 GMT 1999

• Railroad bridge Design, RJConley
• Re: Reply: Enercalc Sketches, JohnOttCE
• Re: Need advise for special foundation and soils problems, Cmajose
• Re: Residential Flexible/Rigid Diaphragm Analysis, Cmajose
• Re: Railroad bridge Design, GRileyPE
• antenna tower, prosteel
• RE: Church Pews, Paul Meyer
• Re: antenna tower, nmoore
• RE: States That Require S.E.'s; Does Size Matter?, Bill Polhemus
• Spanish leanguage forum, CARLOS ARCE LEON
• RE: States That Require S.E.'s; Does Size Matter?, Paul Meyer
• Re: States That Require S.E.'s; Does Size Matter?, Fountain Conner
• April99 Newsletter on SEAONC Web Site, Constantine Shuhaibar
• RE: States That Require S.E.'s; Does Size Matter?, Bill Polhemus
• Re: pca-frame, Robert Kazanjy
• Re: pca-frame, LibertyEng
• Re: Church Pews, vicpeng
• RE: pca-frame, DEVERE, PETER P. (JSC-ES)
• RE: States That Require S.E.'s; Does Size Matter?, Mark E. Deardorff
• Re: Railroad bridge Design, Tom . Hunt
• Advice on seeking Canadian PE Registration, Bouffard, Tom
• RE: Advice on seeking Canadian PE Registration, Paul Meyer
• Re: pca-frame, LibertyEng
• RE: Railroad bridge Design, Bill Polhemus
• Re: pca-frame, Christopher Wright
• Re: Advice on seeking Canadian PE Registration, Christopher Wright
• RE: Advice on seeking Canadian PE Registration, Paul Meyer
• Reply: Enercalc Sketches, Michael D. Brooks
• Re: Software Evaluation, Debby Hight
• Re: Advice on seeking Canadian PE Registration, John Schenne

Tue Mar 23 02:39:54 GMT 1999

• Re: Railroad bridge Design, Rhkratzse
• RE: Railroad bridge Design, Robert P. KAZANJY
• Re: Residential Flexible/Rigid Diaphragm Analysis, Seaintonln
• Re: Residential Flexible/Rigid Diaphragm Analysis, Seaintonln
• SE exam manual, Vyacheslav Gordin
• Re: Residential Flexible/Rigid Diaphragm Analysis, William Nelson
• Not needed, Paul A. Spieler
• RE: Advice on seeking Canadian PE Registration, Paul Meyer
• Please remove me from the list, Dave Mosbacher
• SE exam manual, Vyacheslav Gordin
• UBC on CD-ROM?, Mark Nienberg
• RE: Not needed, Bill Polhemus
• Re: SE exam manual, nmoore
• Sub diaphragm cross ties, LGunaway

Wed Mar 24 02:01:41 GMT 1999

• Re: UBC on CD-ROM?, Brad Friederichs
• Rigid wood diaphragms, more to know, merrick group
• Re: SE exam manual, Mark Trimble
• Re: Advice on seeking Canadian PE Registration, Paul Ransom
• SE exam manual, Vyacheslav Gordin
• Re: pca-frame, LibertyEng
• Concession Stand Live Load, PEC - Lake City
• RE: Concession Stand Live Load, Robert Rollo
• Re: Concession Stand Live Load, PEC - Lake City
• RE: Concession Stand Live Load, Roger Davis
• Re: Concession Stand Live Load, PEC - Lake City
• Re: Concession Stand Live Load, cmd
• RE: Concession Stand Live Load, Roger Davis
• FYI - ACI 350 Code and Commentary status, Bill Sherman
• RE: Rigid wood diaphragms, more to know, Cain, William
• Re: Sub diaphragm cross ties, Cmajose
• Plywood diaphragms shear strength, James A. Lane
• Re: Church Pews, vicpeng
• UBC on CD ROM, dodgen
• Rigid wood diaphragms, more to disagree with, Seaintonln
• job opening, Dave Anderson

Thu Mar 25 00:46:51 GMT 1999

• Los Angeles Regional Uniform Code Program, Becker, Rick
• Humor -- Mistaken Identity, Smith, Steven A
• Deep Foundations Institute (DFI) - Request for Address, Stamper, James H.
• Who wanna to hear Joke of seismology field?, michelle trzecinski
• Who wanna to hear Joke of seismology field?, michelle trzecinski
• Re: Deep Foundations Institute (DFI) - Request for Address, Paul Feather
• Deep Foundations Institute (DFI) - Reque, Roger Turk
• Wood truss design criteria, NRoselund
• RE: FYI - ACI 350 Code and Commentary status, Harold Sprague
• RE: Wood truss design criteria, Francis . Ang
• Re: Who wanna to hear Joke of seismology field?, vicpeng
• Re: Who wanna to hear Joke of seismology field?, SDGSE
• Re: Residential Flexible/Rigid Diaphragm Analysis, Charles Greenlaw
• Re: Concession Stand Live Load, Christopher Willcox
• Lamellar Tearing, Glauco
• Re: Residential Flexible/Rigid Diaphragm Analysis, Brad Friederichs
• Who wanna to hear Earthquake jokes?, michelle trzecinski

Fri Mar 26 00:04:44 GMT 1999

• Humour, John O'Brien
• Shear Walls, Francis . Ang
• Re: Humour, Richard Lewis
• Shear Walls, Mark K Gilligan
• Lamellar Tearing, Mark K Gilligan
• Re: Residential Flexible/Rigid Diaphragm Analysis, SDGSE
• UBC 97 Drift, Sleiman Serhal
• recycled plastic lumber, cmd
• RE: Lamellar Tearing, Rich Thorpe
• Re: Residential Flexible/Rigid Diaphragm Analysis, vicpeng
• RE: Humour, Paul Meyer
• Re: UBC 97 Drift, Eddie Gonzalez
• RE: Humour, Bill Polhemus
• RE: Lamellar Tearing, Charlie Carter
• Re: recycled plastic lumber, Robert Kazanjy
• ETABS COORDINATE SYSYTEM, Sung Chung
• Re: recycled plastic lumber, Laurence B. Oeth III
• Fw: UBC 97 Drift, T. Eric Gillham PE
• Fw: ETABS COORDINATE SYSYTEM, T. Eric Gillham PE

Sat Mar 27 02:19:44 GMT 1999

• Re: ETABS COORDINATE SYSYTEM, Celso Mendoza
• Performance Based Seismic Design, Walter Sheen Paoli
• Re: Fw: UBC 97 Drift, Sleiman Serhal
• War in Kosovo, Yank2002
• RE: War in Kosovo, Bill Polhemus
• Tenins in Irvine, anyone?, Vyacheslav Gordin

Sun Mar 28 11:02:04 GMT 1999

• Fw: Fw: UBC 97 Drift, T. Eric Gillham PE
• please take me off.., dave
• RE: Wood truss design criteria, wtca
• RE: please take me off.., Cain, William
• Fw: Shear Walls, T. Eric Gillham PE
• Re: Fw: UBC 97 Drift, wira tjong

Mon Mar 29 00:25:54 GMT 1999

• Re: please take me off.., 여동훈
• RE: Shear Walls, Francis . Ang
• RE: Shear Walls, Francis . Ang
• RE: Shear Walls, Francis . Ang
• Re: Shear Walls, Mlcse
• Fw: Shear Walls, T. Eric Gillham PE
• bending stainless steel, Alex C. Nacionales
• Re: Fw: Fw: UBC 97 Drift, Sleiman Serhal
• RE: Shear Walls, Walter Sheen Paoli
• Re: bending stainless steel, Christopher Wright
• Re: bending stainless steel, Greg Smith
• Re: bending stainless steel, Walter Sheen Paoli
• Re: bending stainless steel, Greg Smith
• Re: Performance Based Seismic Design, Constantine Shuhaibar
• Rigid VS Flexible Wood Diaphragms, merrick group
• ICBO California Legislative Alert, Constantine Shuhaibar
• Re: ICBO California Legislative Alert, Yank2002
• Re: ICBO California Legislative Alert, Constantine Shuhaibar
• RE: Performance Based Seismic Design, Harold Sprague
• SAC Questions, Tom . Hunt
• ICBO California Legislative Alert, Roger Turk
• Re: ICBO California Legislative Alert, Fountain Conner
• Re: ICBO California Legislative Alert, Rick . Drake
• U. L. Steel Beam Substitution, Richard Lewis
• Stainless Steel Bolts, AnandNene
• Re: ICBO California Legislative Alert, Roger Turk
• RE: bending stainless steel, Harold Sprague

Tue Mar 30 00:58:46 GMT 1999

• RE: Stainless Steel Bolts, Harold Sprague
• Structural Design of Glass, Andy Sien
• RE: Shear Walls, Rodrigo Lema
• Fw: Shear Walls, T. Eric Gillham PE
• Reply: ICBO California Legislative Alert, Cmajose
• Re: Structural Design of Glass, Resengin
• VIRUS ALERT!!! (Melissa Virus), jerome . tan
• Re: Structural Design of Glass, Adolfo Galvez
• RE: U. L. Steel Beam Substitution, Robert Rollo
• Structural Design of Glass, Roger Turk
• Reply: ICBO California Legislative Alert, Roger Turk
• RE: Stainless Steel Bolts, Silva John (sj)
• VIRUS ALERT, Harold Sprague
• RE: U. L. Steel Beam Substitution, RIDDLE, WILLIAM H
• Seismic Zone 1 - U. L. Steel Beam Substitution, Richard Lewis
• RE: VIRUS ALERT!!! (Melissa Virus), Bill Polhemus
• Re: Re: U. L. Steel Beam Substitution, Richard Lewis
• Re: Structural Design of Glass, JCohen
• Re: Fw: Shear Walls, Walter Sheen Paoli
• RE: Seismic Zone 1 - U. L. Steel Beam Substitution, Bouffard, Tom
• Re: Seismic Zone 1 - U. L. Steel Beam Substitution, Charley Hamilton

Wed Mar 31 02:28:45 GMT 1999

• FW: Engineer for a Custom Home in the southern calif. area, Robert Moore
• Re: ICBO California Legislative Alert, Paul Ransom
• HUD & Mobile Home Foundation Inspections, Fountain Conner
• RE: ICBO California Legislative Alert, Bruce Shephard
• Re: UBC on CD-ROM?, SRTECLA
• Re: Rigid wood diaphragms, more to disagree with, BD2PE
• Computer program for concrete flat slab, OxfordEngr
• Re: Computer program for concrete flat slab, Jim Kestner
• Re: ICBO California Legislative Alert, Charles Greenlaw
• HUD & Mobile Home Foundation Inspections, Roger Turk
• Re: Residential Flexible/Rigid Diaphragm Analysis, Parkerres
• RE: Rigid wood diaphragms, more to disagree with, Cain, William
• Nox-Y-Dek, Canitz, Charles F NAB02
• Re: Residential Flexible/Rigid Diaphragm Analysis, GRileyPE
• Re: HUD & Mobile Home Foundation Inspections, Cmajose
• Re: ICBO Calif Legislative Alert-another option, Cmajose
• RE: Nox-Y-Dek, Harold Sprague
• Seismic Loads on Large Tanks - API 620, Paul Meyer
• Seismic load on large tanks, Steve Meier
• RE: Seismic Loads on Large Tanks - API 620, Ron Hill

Thu Apr 01 00:10:05 GMT 1999

• Masonry Strength Design, Lakhani, Sid
• Re: Masonry Strength Design, Constantine Shuhaibar
• Response Spectrum Analysis, Francis . Ang
• Re: Residential Flexible/Rigid Diaphragm Analysis, William Nelson
• Fw: Response Spectrum Analysis, T. Eric Gillham PE
• Re: Response Spectrum Analysis, Ali Bakhshi
• RE: Nox-Y-Dek, Canitz, Charles F NAB02

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