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SEAINT Mail Archive 1998 (Oct-Dec)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

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

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

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Messages: 2768

Thu Oct 01 00:18:11 GMT 1998

• Fw: footings a beam or a slab?, T. Eric Gillham
• RE: footings a beam or a slab?, Alex C. Nacionales
• Re: footings a beam or a slab?, KIM,YOUNG-KI
• 1998 SEAOC Convention, SEAOSC
• Cranes and earthquake loads, Gudrun Olafsdottir
• Water Retaining Concrete, Roger Davis
• Don't forget up, Simetria Engenharia
• Re: Cranes and earthquake loads, Scott A Jensen
• Street light/flag pole deflection, Le, Quynh
• Re: footings a beam or a slab?, Mike Brown
• Re: footings a beam or a slab?, Bill Sherman
• RE: Cranes and earthquake loads, Harold Sprague
• Re: Water Retaining Concrete, Michael Davis
• Re: footings a beam or a slab?, Parkerres
• Re: Cranes and earthquake loads, Christopher Wright
• Wall weight in base shear computation, Eddie Gonzalez
• Re: Wall weight in base shear computation, Bill Sherman
• RE: Steel Tanks: Calculating Sloshing Forces, STONE HOLLY (DirSynchAgent)
• AEI: The Architectural Engineering Institute, Caldwell, Stan
• Questions about Residential design and 1997 UBC, Dennis S. Wish PE

Fri Oct 02 00:21:44 GMT 1998

• Welding and galvinizing of A449 Threaded Rods, Brad Friederichs
• Re: Questions about Residential design and 1997 UBC, Lynn
• FW: [URL] Oddens's Maps & Geographical Information, James Cohen
• Re: Street light/flag pole deflection, CanitzCF
• Re: Street light/flag pole deflection, Lee
• Re: Questions about Residential design and 1997 UBC, William Nelson
• Re: Questions about Residential design and 1997 UBC, William Nelson
• Re: Questions about Residential design and 1997 UBC, Mlcse
• Questions about Residential design and 1997 UBC, John Lawson
• Re: Cranes and earthquake loads, rnester
• Re: Water Retaining Concrete, Dan Huntington
• Re: Welding and galvinizing of A449 Threaded Rods, Parkerres
• Re: Welding and galvinizing of A449 Threaded Rods, Charlie Carter
• AVWIN98: REPLY FROM THE COMPANY, Avansse
• RE: Questions about Residential design and 1997 UBC, Bill Allen, S.E.
• Re: Cranes and earthquake loads, Gudrun Olafsdottir
• Re: Welding and galvinizing of A449 Threaded Rods, Steve Powell
• ICBO Evaluation Services CD-Rom, Dennis S. Wish PE
• Re: Questions about Residential design and 1997 UBC, Robert J Bossi, PE
• Re: Wall weight in base shear computation, ECVAl3
• Re: ICBO Evaluation Services CD-Rom, Bob Shilling
• Rigid Diaphram and shearwall stiffness analysis in residential Construction, Dennis S. Wish PE
• RE: ICBO Evaluation Services CD-Rom, Glenn W. Strong
• Re: Questions about Residential design and 1997 UBC, Robert J Bossi, PE
• Prescriptive Residential Construction Vs New Design Standards, Dennis S. Wish PE
• New 20 dollar bills, Eddie Gonzalez
• Moment connection using ASTM A-913, Jeff Smith
• RE: New 20 dollar bills, Caldwell, Stan
• COMP: DesignJet 600 Plotter on a COM port, Bill Allen, S.E.
• RE: ICBO Evaluation Services CD-Rom, Dennis S. Wish PE
• RE: New 20 dollar bills, Bill Polhemus
• SIL PLATE NAILING, Dave Anderson
• RE: SIL PLATE NAILING, Bill Allen, S.E.
• RE: COMP: DesignJet 600 Plotter on a COM port, Edward Chin
• Re: COMP: DesignJet 600 Plotter on a COM port, TahirQ
• Re: Questions about Residential design and 1997 UBC, ErnieNSE

Sat Oct 03 00:11:02 GMT 1998

• U.B.C. update, Sandra Estrella
• Re: Prescriptive Residential Construction Vs New Design Standards, Robert J Bossi, PE
• Re: U.B.C. update, Charley Hamilton
• RE: COMP: DesignJet 600 Plotter on a COM port, Bill Allen, S.E.
• Re: President's Cup, James Lai
• Rigid Diaphram and shearwall stiffness analysis in residential Construction, John Lawson
• RE: Rigid Diaphram and shearwall stiffness analysis in residential Construction, Dennis S. Wish PE
• Re: Water Retaining Concrete, P.Rajendran
• Water Retaining Concrete, Chance, Acie P.
• Printer for AUTOCAD Files, ErnieNSE
• Re: Printer for AUTOCAD Files, Dave Anderson
• Re: COMP: DesignJet 600 Plotter on a COM port, edward g. li
• RE: Printer for AUTOCAD Files, Bill Allen, S.E.
• CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Roger Turk
• Re: Water Retaining Concrete, Rhkratzse
• RE: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Dennis S. Wish PE
• Avansee Code Check question, Dennis S. Wish PE
• RE: Avansee Code Check question, Bill Allen, S.E.
• Re: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Robert J Bossi, PE
• RE: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Bill Allen, S.E.
• Re: Prescriptive Residential Construction Vs New Design Standards; Curee-Caltech Project, Charles Greenlaw
• Re: Steel Tanks: Calculating Sloshing Forces, Structec
• structural engineer compensation, Structec

Sun Oct 04 04:06:45 GMT 1998

• Seismic force on pile cap, A. Daneshvar
• Re: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, BCainse
• RE: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Dennis S. Wish PE
• RE: Prescriptive Residential Construction Vs New Design Standards; Curee-Caltech Project, Dennis S. Wish PE
• Re: seaint Digest for 3 Oct 1998, Studio Negrini
• Re: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Robert J Bossi, PE
• Re: Questions about Residential design and 1997 UBC, T
• Re: Questions about Residential design and 1997 UBC, T
• RE: Questions about Residential design and 1997 UBC, Dennis S. Wish PE
• RE: Prescriptive Residential Construction Vs New Design Standards; Curee-Caltech Project, Charles Greenlaw

Mon Oct 05 02:26:20 GMT 1998

• RE: Prescriptive Residential Construction Vs New Design Standards; Curee-Caltech Project, Dennis S. Wish PE
• QUESTION REGARDING LRFD, Andreu Bartoli
• Re: Prescriptive Residential Construction Vs New Design Standards; Curee-Calt..., ErnieNSE
• Re: Moment connection using ASTM A-913, MRodrig273
• Horizontal Pressure Vessel, MSSROLLO
• Re: Avansee Code Check question, Avansse
• Interaction Diagrams for Prestressed Piles, PEC - Lake City
• Re: Horizontal Pressure Vessel, Christopher Wright
• AVwin98: code check results, Avansse
• RE: COMP: DesignJet 600 Plotter on a COM port, Dan Vines
• RE: Printer for AUTOCAD Files, Mark Middlebrook
• RE: COMP: DesignJet 600 Plotter on a COM port, Bill Allen, S.E.
• Retaining Wall Design Pressures, Pat Bachman
• FW: Retaining Wall Design Pressures, Trobridge, Bruce
• Re: CUREE-CALTECH WOODFRAME PROJECT RECEIVES, Rhkratzse
• Re: structural engineer compensation, Rhkratzse
• RE: Water Retaining Concrete, Harold Sprague
• RE: COMP: DesignJet 600 Plotter on a COM port, Dan Vines
• RE: Interaction Diagrams for Prestressed Piles, Bill Polhemus
• Re: Wall weight in base shear computation, NRoselund
• Re: Wall weight in base shear computation, NRoselund
• Re: Retaining Wall Design Pressures, T
• RE: COMP: DesignJet 600 Plotter on a COM port, Bill Allen, S.E.
• Re: ICBO Evaluation Services CD-Rom, Dave Morris
• RE: COMP: DesignJet 600 Plotter on a COM port, Chi, Kehshin
• Grade Beam design example needed, Dennis S. Wish PE
• Fire Damage to Joists, Robert Rollo
• Re: U.B.C. update, JAKABY
• Re: Printer for AUTOCAD Files, ErnieNSE

Tue Oct 06 00:05:28 GMT 1998

• Re: RE: structural engineer compensation, Rhkratzse
• Re: structural engineer compensation, Jose Diez
• 1903 STEEL BEAM ANALYSIS, TahirQ
• Re: structural engineer compensation, MRodrig273
• RE: structural engineer compensation, Dennis S. Wish PE
• Re: Printer for AUTOCAD Files, ErnieNSE
• Re: Printer for AUTOCAD Files, T
• Re: Water Retaining Concrete, P.Rajendran
• Structural Positions, Technicon Engineering, Inc. (Atlanta)
• RE: Printer for AUTOCAD Files, Bill Allen, S.E.
• Re: Printer for AUTOCAD Files, Parkerres
• Retaining Wall Design Pressures, Pat Bachman
• RE: 1903 STEEL BEAM ANALYSIS, Harold Sprague
• RE: Fire Damage to Joists, Caldwell, Stan
• RE: Printer for AUTOCAD Files, Bill Allen, S.E.
• Re: Printer for AUTOCAD Files -Reply, John Armijo
• Re: 1903 STEEL BEAM ANALYSIS, NRoselund
• Water Retaining Concrete, Chance, Acie P.
• Plan check submittals and shop drawings, J. Karim Hosseinzadeh
• RE: Plan check submittals and shop drawings, Bill Allen, S.E.
• Allowable Bending stress for WT's, Khosrownia, Ghassem NWS
• RE: Plan check submittals and shop drawings, Dennis S. Wish PE
• Re: Allowable Bending stress for WT's, Bill Sherman
• RE: structural engineer compensation, Bill Polhemus
• RE: Plan check submittals and shop drawings, Harold Sprague
• Re: Plan check submittals and shop drawings, PEC - Lake City
• RE: U.B.C. update, Rick Becker
• Looking for information, mosbacher dave
• Re: Plan check submittals and shop drawings, ErnieNSE
• RE: Plan check submittals and shop drawings, Harold Sprague
• Re: Plan check submittals and shop drawings, MJSLAYSMAN
• RE: Plan check submittals and shop drawings, Bill Cain, S.E.

Wed Oct 07 00:10:22 GMT 1998

• Re: Plan check submittals and shop drawings, Charles Greenlaw
• Re: Plan check submittals and shop drawings, J. Karim Hosseinzadeh
• Re: 1903 STEEL BEAM ANALYSIS, TahirQ
• Re: RE: structural engineer compensation, Rhkratzse
• Re: Plan check submittals and shop drawings, RDAHLMANN
• Re: FEMA Publications, JohnOttCE
• Re: structural engineer compensation, Jose Diez
• RE: structural engineer compensation, Jose Diez
• RE: structural engineer compensation, Jose Diez
• Re: structural engineer compensation, Lynn
• RE: structural engineer compensation, Jose Diez
• Re: Plan check submittals and shop drawings, ErnieNSE
• Re: UG Ductbank Concrete, Resengin
• Re: Plan check submittals and shop drawings, Gary Tiedgen
• Re: Water Retaining Concrete, Resengin
• Cranes and earthquake loads, rnester
• Re: Plan check submittals and shop drawings, Charles Greenlaw
• RE: UG Ductbank Concrete, Canitz, Charles F NAB02
• pushover test, "9424163 정석창"
• Effects of earthquake event on bridge superstructure, Mitchell Dobres
• Rehabilitation of bridge superstructure due to earthquake, Mitchell Dobres
• Re: Cranes and earthquake loads, Bill Sherman
• Re: pushover test, Eddie Gonzalez
• Re: Plan check submittals and shop drawings, Bill Sherman
• RE: structural engineer compensation, Bill Polhemus
• RE: RE: structural engineer compensation, Bill Polhemus
• RE: structural engineer compensation, Bill Polhemus
• Re: RE: structural engineer compensation, Laura Kannady
• Re: Cranes and earthquake loads, Christopher Wright
• Re: Allowable Bending stress for WT's, Charlie Carter
• Re; Plan check submittals and shop drawings, Drew A. Norman, S.E.
• Re: UG Ductbank Concrete, Bob Shilling
• Thoughts on Two Threads, Caldwell, Stan
• transverse reinforcement for piles, Sandra Estrella
• RE: transverse reinforcement for piles, Horning, Dick/CVO
• RE: Thoughts on Two Threads, Bill Polhemus
• RE: Re; Plan check submittals and shop drawings, Bill Allen, S.E.
• test, James F Fulton
• test2, James F Fulton
• Virus Inquiry - Budweiser Frog Screen Saver, Eddie Gonzalez
• RE: Virus Inquiry - Budweiser Frog Screen Saver, Robert Rollo
• RE: Thoughts on Two Threads, Bill Allen, S.E.
• RE: Effects of earthquake event on bridge superstructure, Harold Sprague
• Re: Thoughts on Two Threads, Bill Sherman
• special inspection of design/build projects, Dave Evans
• RE: Virus Inquiry - Budweiser Frog Screen Saver, Freilinger, Shawn W
• Design Build / GC-CM, Abdul Chahim
• RE: Virus Inquiry - Budweiser Frog Screen Saver, Caldwell, Stan
• RE: Thoughts on Two Threads, Caldwell, Stan
• Re: Design Build / GC-CM, Charley Hamilton
• Mailing list invitation, Donald L. Carr
• Re: transverse reinforcement for piles, John Buchanan
• RE: special inspection of design/build projects, Harold Sprague
• Slang Software, Walter Sheen Paoli
• RE: Plan check submittals and shop drawings, Harold Sprague
• Re: Re; Plan check submittals and shop drawings, J. Karim Hosseinzadeh

Thu Oct 08 01:35:41 GMT 1998

• Career Opportunity, chuck and charlene
• Tapered compression edge of sawn beam, Steve Privett
• Re: Plan check submittals and shop drawings, Cmajose
• Re: transverse reinforcement for piles, Cmajose
• Re: special inspection of design/build projects, Cmajose
• Fwd:More Re the Hoax Virus, tbenson
• RE: Tapered compression edge of sawn beam, Bill Allen, S.E.
• RE: Re; Plan check submittals and shop drawings, Bill Allen, S.E.
• RE: Mailing list invitation, Dennis S. Wish PE
• Re: Design Build / GC-CM, Jose Diez
• RE: special inspection of design/build projects, Dennis S. Wish PE
• Re: Tapered compression edge of sawn beam, Charles Greenlaw
• Survey Lines on CAD, Alex C. Nacionales
• Re: RE: Mailing list invitation, ROgawa
• RE: Survey Lines on CAD, Leopoldo_Sanz_Bocaranda
• RE: Survey Lines on CAD, Dennis S. Wish PE
• RE: Slang Software, Rangelow . Peter
• RE: RE: Mailing list invitation, Dennis S. Wish PE
• Re: structural engineer compensation, rnester
• Re: Cranes and earthquake loads, rnester
• Search for reference object - sealed glass and spaceframe structure, Sverker Andreasson
• RE: special inspection of design/build projects, Sandy Pringle
• Re: Fire Damage to Joists, Phil Hodge
• Slab on grade, Phil Hodge
• [Fwd: Fwd: FW: Virus Watch/Warning], Chris Lilback
• RE: structural engineer compensation, Bill Polhemus
• RE: structural engineer compensation, Bill Allen, S.E.
• Fw: Civil Engineering experience, T
• RE: structural engineer compensation, Bill Polhemus
• ??Reinforcing DL's in compression??, Khosrownia, Ghassem NWS
• COMP:Freeware?, Ecengrs
• RE: Slab on grade, Horning, Dick/CVO
• RE: Survey Lines on CAD, Roger Turk
• RE: structural engineer compensation, Horning, Dick/CVO
• Re: Slab on grade, Jim Kestner
• RE: Survey Lines on CAD, Dennis S. Wish PE
• Re: Survey Lines on CAD, MRodrig273
• RE: Design Build / GC-CM, Harold Sprague
• RE: structural engineer compensation, Bill Polhemus
• RE: Slang Software, Walter Sheen Paoli
• RE: Slab on grade, Harold Sprague
• Survey entries in AutoCAD, Rob Stevens
• free standing walls, kTarlow
• Re: Design Build / GC-CM, Bill Sherman
• Re: Slab on grade, Joseph Murar
• Masters and Slaves, Caldwell, Stan
• Re: Slab on grade, Richard Lewis
• RE: Plan check submittals and shop drawings, J. Karim Hosseinzadeh
• RE: Masters and Slaves, Bill Polhemus
• RE: Slab on grade, Horning, Dick/CVO
• RE: ??Reinforcing DL's in compression??, Harold Sprague
• Design Build, Jim Kestner
• Re: RE: RE: Mailing list invitation, ROgawa
• Re:rEMOVE ME FROM THE LIST PLEASE, Norb Volny
• Re: ??Reinforcing DL's in compression??, Michael Donoghue
• Re: Survey Lines on CAD, Geoffrey G. Melchor
• Re: structural engineer compensation, Jose Diez

Fri Oct 09 07:39:30 GMT 1998

• Test, Bill Allen, S.E.
• RE:Slab on grade, Mark K Gilligan
• Re: Survey Lines on CAD, Paul Feather
• Re: Grade Beam design example needed, GRileyPE
• RE: structural engineer compensation, Dennis S. Wish PE
• remove from list, Johnecu
• RE: Design Build / GC-CM, Dennis S. Wish PE
• RE: RE: RE: Mailing list invitation, Dennis S. Wish PE
• Structure-base isolation-pile foundation modelling, Ali Bakhshi
• Re: pushover test, "9424163 정석창"
• Re: Survey Lines on CAD, Rob Stevens
• psi, Leopoldo_Sanz_Bocaranda
• RE: psi, Robert Rollo
• Re: psi, Walter Sheen Paoli
• RE: ??Reinforcing DL's in compression??, Khosrownia, Ghassem NWS
• Concrete with high air content, DougSnow
• RE: psi, Canitz, Charles F NAB02
• Re: ??Reinforcing DL's in compression??, Bill Sherman
• Re: psi, Christopher Wright
• Re: Concrete with high air content, Bill Sherman
• Thanks Psi, Leopoldo_Sanz_Bocaranda
• RE; Plan check submittals and shop drawings, Drew A. Norman, S.E.
• Re: Mailing list invitation, LGSEA
• Cold-Formed Steel Design Seminar, LGSEA
• RE: psi, Alex C. Nacionales
• Tension only thrust restraint, Bill Sherman
• RE: COMP:Freeware?, Caldwell, Stan
• RE: Slab on grade, Horning, Dick/CVO
• bridge posting, Dave Handy
• RE: psi, Horning, Dick/CVO
• Div. 91, Mark D. Baker
• RE: Tension only thrust restraint, Horning, Dick/CVO
• psi -Reply, John Armijo
• RE: Tension only thrust restraint, Dave Handy
• Cold-Formed Steel Design software, Avansse
• Re: bridge posting, T
• RE:COMP:Freeware?, Ecengrs
• sill plate nailing, Dave Anderson
• RE: RE: COMP:Freeware?, Locust
• Re: Div. 91, kTarlow
• RE: COMP:Freeware?, Bill Allen, S.E.
• RE:COMP:Freeware?, Avansse
• Bearing for Metal Studs, Michael D Zaitz
• Re: COMP:Freeware?, Sibco6756
• Explosion Vents, Gordon Yutzy
• RE: Explosion Vents, Horning, Dick/CVO
• Re: Bearing for Metal Studs, Bao D Pham
• RE: Survey Lines on CAD, Robert Grandmaison
• SEAOC Board On-line, Shafat Qazi
• RE: Div. 91, Dennis S. Wish PE
• Re: Explosion Vents, Bill Bruin
• Re: Explosion Vents, Shashi Bhakta
• RE: COMP:Freeware?, Dennis S. Wish PE
• RE: Survey Lines on CAD, Roger Turk
• Re: sill plate nailing, Robert Kazanjy
• Bridge Engineering Position, WILLIAM R. KEEN
• Try This, T
• RE: COMP:Freeware?, Dennis S. Wish PE
• Two way slab designed as one way, Alex C. Nacionales
• RE: Two way slab designed as one way, Horning, Dick/CVO

Sat Oct 10 00:24:16 GMT 1998

• Re: Two way slab designed as one way, raranous
• RE: sill plate nailing, Dennis S. Wish PE
• Attachments and tables, Dennis S. Wish PE
• MANUAL OF BRIDE DESIGN PRATICE, Cesar Freddy Gil
• Re: Looking for information, Structeng1
• Re: Looking for information, Structeng1
• RE: Two way slab designed as one way, Alex C. Nacionales
• Re: RE: RE: RE: Mailing list invitation, ROgawa
• Re: Mailing list invitation, ROgawa
• Re: RE; Plan check submittals and shop drawings, Charles Greenlaw
• RE; Slab on grade, Mark K Gilligan
• Re: psi, Geoffrey G. Melchor
• Remove from the list, Lfl400
• Re: Two way slab designed as one way, Geoffrey G. Melchor
• Re: Two way slab designed as one way, P.Rajendran
• Re: Thoughts on Two Threads, P.Rajendran
• Re: Explosion Vents, Walter Sawruk
• Re: Two way slab designed as one way, Walter Sawruk
• MPC Trusses Plan check submittals and shop drawings, wtca
• Re: Two way slab designed as one way, Paul Feather
• SE Exam Title 24 Amendments, Lars Holte
• Re: Two way slab designed as one way, Roger Turk
• ??design fee distribution among desciplines??, Khosrownia, Ghassem NWS
• differential settlement, Neno
• ??design fee distribution among descipli, Roger Turk
• differential settlement, Roger Turk
• cavitation of elastomers, Leopoldo_Sanz_Bocaranda
• From the Drudge Report, Bill Polhemus
• Announcement SEAint Online - Articles Needed, Dennis S. Wish PE

Sun Oct 11 01:10:48 GMT 1998

• RE: From the Drudge Report, Dennis S. Wish PE
• RE: Plan check submittals and shop drawings, Gary Tiedgen
• Re: From the Drudge Report, Bill Polhemus
• re:two way slab, Alex C. Nacionales
• Internship, Andreu Bartoli
• Re: differential settlement, Rlfong
• Re: differential settlement, P.Rajendran
• Re: differential settlement, Damir Varevac
• Re: From the Drudge Report, Robert McGhie
• Re: From the Drudge Report, Phil Hodge
• RE: From the Drudge Report, Bill Allen, S.E.
• Re: From the Drudge Report, Christopher Wright
• Re: differential settlement, Christopher Wright
• Re: From the Drudge Report, Bob Shilling
• Re: From the Drudge Report, BCainse
• Apology, Dennis S. Wish PE
• RE: MANUAL OF BRIDE DESIGN PRACTICE, Powers, Tony
• Re: Cold-Formed Steel Design by Wei-Wen Yu, Garrick Goldenberg
• Re: From the Drudge Report, Rhkratzse
• LABC, Mark D. Baker

Mon Oct 12 02:26:49 GMT 1998

• Re: Attachments and tables, Richard Lewis
• Re: Plan check submittals and shop drawings, Harris3803
• RE: Attachments and tables, Dennis S. Wish PE
• Re: Attachments and tables, Bruce Shephard
• RE: From the Drudge Report, Toribio Messa
• Re: 1997 code / dynamic analysis speaker @ Santa Barbara, Harris3803
• Re: Plan check submittals and shop drawings, James S. Caid
• Re: Plan check submittals and shop drawings, Paul Feather
• venezuela ubc 1997, Leopoldo_Sanz_Bocaranda
• RE: Attachments and tables, Dennis S. Wish PE
• Re: Attachments and tables, Rlfong
• RE: Two way slab designed as one way, Gil Brock
• Re: Plan check submittals and shop drawings, Mark K Gilligan
• Proposed OSHA rules, Phil Hodge
• RE: venezuela ubc 1997: sr. Leopoldo Sanz Bocaranda., Alberto Guida
• Re: Attachments and tables, LibertyEng
• Re: Questions about Residential design and 1997 UBC, Parkerres
• Re: Plan check submittals and shop drawings, Fountain Conner
• RE:Proposed OSHA rules, Mark K Gilligan
• RE: Two way slab designed as one way, Horning, Dick/CVO
• Re: transverse reinforcement for piles, Evan . Jorgensen
• RE: RE; Slab on grade, Horning, Dick/CVO
• Re: Attachments and tables, Roger Turk
• RE:COMP:Freeware?, Ecengrs
• RE:COMP:Freeware?, Ecengrs
• UBC Section 1633.2.8, Kipp Martin
• Re: Re: Plan check submittals and shop drawings, Richard Lewis
• Re:rEMOVE ME FROM THE LIST PLEASE, Norb Volny
• RE: Plan check submittals and shop drawings, Caldwell, Stan
• RE: Attachments and tables, Caldwell, Stan
• FW: Plan check submittals and shop drawings, La Count, Curt
• RE: COMP:Freeware?, Bill Polhemus
• Re: Attachments and tables, Rlfong
• Re: Questions about Residential design and 1997 UBC, Rhkratzse
• Re: RE:Proposed OSHA rules, Rhkratzse
• RE: Re: Plan check submittals and shop drawings, Harold Sprague
• Design of cap, Alberto Guida
• Trailer design, Michael D Zaitz
• RE: Trailer design, Bill Polhemus
• Re: Trailer design, wallyb
• Re: Proposed OSHA rules, Richard Lewis
• RE: UBC Section 1633.2.8, Vinson, Brian
• RE: Trailer design, seaint-return
• RE: Attachments and tables, Dennis S. Wish PE
• RE: COMP:Freeware?, Dennis S. Wish PE
• Re: COMP:Freeware?, Sibco6756
• ROCK ANCHOR PROOF TESTING, Freilinger, Shawn W
• RE: ROCK ANCHOR PROOF TESTING, Bill Cain, S.E.
• RE: Trailer design, Jose Diez
• RE: ROCK ANCHOR PROOF TESTING, Brent Koch

Tue Oct 13 00:01:05 GMT 1998

• Re: ROCK ANCHOR PROOF TESTING, Bruno Côté
• RE: Questions about Residential design and 1997 UBC, Dennis S. Wish PE
• Re: UBC Section 1633.2.8, COEngineer
• RE: ROCK ANCHOR PROOF TESTING, Harold Sprague
• Re: COMP:Freeware?, J. Strua
• Structural Software, Fountain Conner
• Re: Structural Software, DAVID N. MARTIN, P.E
• RE: COMP:Freeware?, Dennis S. Wish PE
• RE: COMP:Freeware?, Dennis S. Wish PE
• UBC Section 1633.2.8, John Lawson
• Re: Plan check submittals and shop drawings, Smikeng
• Duplication of others work., John Lawson
• Re: FW: Plan check submittals and shop drawings, Smikeng
• RE: Duplication of others work., Bill Allen, S.E.
• Re: Two way slab designed as one way, ASLCSE
• Re: Structural Software, Maria Isabel Falconi
• Re: psi, Maria Isabel Falconi
• Re: Questions about Residential design and 1997 UBC, Parkerres
• RE: Duplication of others work., Dennis S. Wish PE
• Re: Two way slab designed as one way, Gil Brock
• RE: Re: Plan check submittals and shop drawings, Mark K Gilligan
• RE: Two way slab designed as one way, Alex C. Nacionales
• Partial cement replacement, Kho Poh Teck
• RE: Two way slab designed as one way, Alex C. Nacionales
• Re: Structural Software, J. Strua
• Re: Proposed OSHA rules, Phil Hodge
• Re: Duplication of others work., Lynn
• Re: Structural Software, Phil Hodge
• RE: COMP:Freeware?, Bill Polhemus
• Slab on grade, Phil Hodge
• RE: Structural Software, Bill Allen, S.E.
• RE: Re: Plan check submittals and shop drawings, Harold Sprague
• RE: Duplication of others work., Bill Polhemus
• Re: psi, Christopher Wright
• RE: Duplication of others work., Dennis S. Wish PE
• Re: rEMOVE ME FROM THE LIST PLEASE, Gustavo Franco
• RE: Structural Software, Bill Polhemus
• Re: Questions about Residential design and 1997 UBC, Christopher Wright
• Re: Slab on grade, Jim Kestner
• RE: psi, Bill Polhemus
• Slab on grade, Roger Turk
• Re: Duplication of others work., Richard Lewis
• RE: Partial cement replacement, Horning, Dick/CVO
• Re: Structural Software, Shafat Qazi
• RE: Duplication of others work., Bob Shilling
• RE: Duplication of others work., Bob Shilling
• Re: Duplication of others work., Roger Turk
• Vapor Barrier, Jim Kestner
• RE: Vapor Barrier, Harold Sprague
• Re: Vapor Barrier, Brian K. Smith
• RE: Partial cement replacement, Harold Sprague
• RE: Duplication of others work., Bill Polhemus
• Re: Duplication of others work., MSSROLLO
• RE: Vapor Barrier, WILLIAM R. KEEN
• RE: Duplication of others work., Bill Allen, S.E.
• California Seismic Hazard Zone Maps now on line, Smith, Ted
• RE: Duplication of others work., Roger Turk
• RE: Duplication of others work., Bill Allen, S.E.
• Visual Cadd 3.0, Dennis S. Wish PE
• Re: Duplication of others work., Kenneth Tarlow

Wed Oct 14 00:17:32 GMT 1998

• Re: Partial cement replacement, RG TAYLOR
• Re: Vapor Barrier, Bill Sherman
• RE: Duplication of others work., Bob Shilling
• RE: California Seismic Hazard Zone Maps now on line, Dennis S. Wish PE
• Re: Questions about Residential design and 1997 UBC, donn wooldridge
• RE: psi, Christopher Wright
• Re: Duplication of others work., ErnieNSE
• Volcanoes EQ vs Fault EQ, MRodrig273
• Re: Attachments and tables, Dlgochnaur
• Re: Vapor Barrier, raranous
• Re: Attachments and tables, donn wooldridge
• Re: Duplication of others work. QUESTION????, LtTang
• Piles, Patrick Rodgers
• Re: Volcanoes EQ vs Fault EQ, raranous
• Re: Vapor Barrier, T
• Duplication of others work., John Lawson
• RE: Attachments and tables, Dennis S. Wish PE
• RE: Re: Plan check submittals and shop drawings, Mark K Gilligan
• Re: Partial cement replacement, Kho Poh Teck
• Re: Two way slab designed as one way, P.Rajendran
• Re: Vapor Barrier, Donald L. Carr
• Re: Plan check submittals and shop drawings, Phil Hodge
• Re: Structural Software, Phil Hodge
• RE: Duplication of others work., Bill Allen, S.E.
• RE: Structural Software, Bill Allen, S.E.
• Re: Duplication of others work., Lynn
• RE: Vapor Barrier, RIDDLE, WILLIAM H
• RE: Duplication of others work., Chance, Acie P.
• RE: Vapor Barrier, Caldwell, Stan
• Re: Duplication of others work. QUESTION, Roger Turk
• RE: Piles, Dennis S. Wish PE
• Re: Duplication of others work. QUESTION????, Robert J Bossi, PE
• RE: Vapor Barrier, Dennis S. Wish PE
• retrofitting of Tilt-up buildings, Kenneth Tarlow
• TxDOT Copyright Protection, Pat Bachman
• Visual Cadd Followup, Dennis S. Wish PE
• Volcanic Earthquakes, fturner
• Vapor Barriers, Jim Kestner
• RE: Vapor Barriers, Horning, Dick/CVO
• RE: Vapor Barrier, Harold Sprague
• RE: Vapor Barrier, Robert Rollo
• Re: Piles, James S. Caid
• Re: Vapor Barriers, Jim Kestner
• Steel Column Base Plates, Rick . Drake
• RE: Vapor Barrier, seaint-return
• RE: Steel Column Base Plates, Harold Sprague
• RE: Vapor Barriers, Caldwell, Stan
• RE: Vapor Barriers, Dennis S. Wish PE
• RE: Vapor Barriers, Caldwell, Stan
• Re: Attachments and tables, seaint-return
• Re: Duplication of others work., Fountain Conner

Thu Oct 15 00:20:49 GMT 1998

• test message, James F Fulton
• Re: Duplication of others work. QUESTION????, Resengin
• Bridge Posting (for Ontario lurkers), Dave Handy
• Avansee, Dave Handy
• Re: Steel Column Base Plates, donn wooldridge
• Re: Two way slab designed as one way, Paul Feather
• Re: Vapor Barrier, Paul Feather
• Re: Avansee, Resengin
• Re: Vapor Barrier, raranous
• RE: Avansee, Dennis S. Wish PE
• Re: Volcanic Earthquakes, Gary Chock, S. E.
• RE: Avansee, Dennis S. Wish PE
• Re: Vapor Barrier, donn wooldridge
• RE: Two way slab designed as one way, Alex C. Nacionales
• Really clear Windows Error Messages:>), Dennis S. Wish PE
• Re: Duplication of others work., ErnieNSE
• Re: Vapor Barrier, T
• Fw: Vapor Barrier, T
• RE: Structural Software, Bill Polhemus
• RE: Avansee, J. Strua
• Software, Abe Knapp
• RE: Vapor Barriers, Michael Davis
• RE: Duplication of others work., Bill Polhemus
• Re: Re: Steel Column Base Plates, Richard Lewis
• RE: Really clear Windows Error Messages:>), Caldwell, Stan
• Re: Duplication of others work. QUESTION, Roger Turk
• RE: Piles, Horning, Dick/CVO
• Software, Roger Turk
• RE: Duplication of others work., Bill Allen, S.E.
• RE: Avansee, Dennis S. Wish PE
• RE: Duplication of others work., Caldwell, Stan
• Re: Really clear Windows Error Messages:>), BRBATES
• Re: Bridge Posting (for Ontario lurkers), majid sarraf
• Annual SEAoT State Conference, Caldwell, Stan
• test 2, James F Fulton
• Re: 1903 STEEL BEAM ANALYSIS, majid sarraf
• Using details created by others - Devils Advocate, Dennis S. Wish PE
• RE: Using details created by others - Devils Advocate, Edward Chin
• RE: Using details created by others - Devils Advocate, Bill Allen, S.E.
• Windows 98, Karen12959
• SEAOC Online - Computer Modeling, Eddie Gonzalez
• Re: Duplication of others work., Brian K. Smith
• Fall Protection, Michael D Zaitz
• Re: Vapor Barrier, Brian K. Smith
• Re: Windows 98, Steve Privett
• RE: Really clear Windows Error Messages:>), Dennis S. Wish PE
• Re: Duplication of others work., Steve Privett
• RE: SEAOC Online - Computer Modeling, Dennis S. Wish PE
• RE: Windows 98, Dennis S. Wish PE
• RE: Windows 98, Caldwell, Stan
• Re: Duplication of others work., MSSROLLO
• Fall Protection -Reply, John Armijo
• RE: Fall Protection, Mike Ritter
• Windows 98, Roger Turk
• Re: Windows 98, Charley Hamilton
• RE: Windows 98, Bill Polhemus
• RE: Windows 98, Caldwell, Stan
• RE: Windows 98, Caldwell, Stan
• Re: Partial cement replacement, RG TAYLOR
• Re: Partial cement replacement, RG TAYLOR
• RE: Fall Protection, Scott A Jensen
• Slab on grade, James F Fulton
• Water Retaining Structure-reply, James F Fulton
• RE: Windows 98 [OT], Roger Turk
• RE: Duplication of others work., Dennis S. Wish PE
• Re: Vapor Barriers, Jim Kestner
• RE: Windows 98, Dennis S. Wish PE
• RE: Fall Protection, Robert Rollo
• Blast Pressure, Freilinger, Shawn W
• RE: TxDOT Copyright Protection, Bill Polhemus

Fri Oct 16 00:05:50 GMT 1998

• Re: Blast Pressure, RoyLevy
• SE exam, Russ Brock
• New Win 98 Questions, Karen12959
• Outlook, ErnieNSE
• RE: New Win 98 Questions, Bill Allen, S.E.
• Re: Blast Pressure, Walter Sawruk
• New Win 98 Questions, Roger Turk
• RE: New Win 98 Questions, Dennis S. Wish PE
• Message from SEAOC president, John Shipp, Shafat Qazi
• Re: Duplication of others work., Steve Privett
• RE: New Win 98 Questions, Bill Allen, S.E.
• Re: Fw: Vapor Barrier, raranous
• Re: Blast Pressure, William Nelson
• Re: Blast Pressure, CarlS95
• Re: Outlook, Rlfong
• RE: New Win 98 Questions, Dennis S. Wish PE
• Re: Fall Protection, P.Rajendran
• Remuneration for Structural Engineers, P.Rajendran
• Crane rails crossing expansion joints, WILLIAM R. KEEN
• RE: Fall Protection, WILLIAM R. KEEN
• RE: Crane rails crossing expansion joints, Ed Marshall
• John Shipp's Message to SEAOC members, Dennis S. Wish PE
• Re: Windows 98, Geoffrey G. Melchor
• Fault Maps - Santa Barbara & San Luis Counties, Lynn
• RE: New Win 98 Questions, Caldwell, Stan
• RE: Remuneration for Structural Engineers, Caldwell, Stan
• Apology, Caldwell, Stan
• Re: Fault Maps - Santa Barbara & San Luis Counties, Eddie Gonzalez
• RE: Fw: Vapor Barrier, Jerry D. Coombs
• Ocean transport, Bohm, Gabriel
• RE: Fall Protection, Paul Blomberg
• RE: Annual SEAoT State Conference, Bill Polhemus
• d"·"·$%%++, Leopoldo_Sanz_Bocaranda
• College of Fellows, Shafat Qazi
• Re: Ocean transport, Daniel J. Huntington
• Re: Remuneration for Structural Engineers, J. Karim Hosseinzadeh
• Re: Ocean transport, Michael Donoghue
• RE: Fall Protection, Scott A Jensen
• RE: Remuneration for Structural Engineers, Bill Allen, S.E.
• Re: Fall Protection, Michael D Zaitz
• FW: Apology, La Count, Curt
• RE: Slab on grade, Phil Boultinghouse
• RE: Remuneration for Structural Engineers, Bill Polhemus
• RE: Crane rails crossing expansion joints, Horning, Dick/CVO
• Re: Remuneration for Structural Engineers, J. Karim Hosseinzadeh
• RE: Remuneration for Structural Engineers, Bill Allen, S.E.
• RE: Remuneration for Structural Engineers, Bob Shilling
• SEAOC Lateral Design Manuals - Steel Stud Design, Dennis S. Wish PE
• RE: Remuneration for Structural Engineers, Caldwell, Stan
• RE: Remuneration for Structural Engineers, Bill Allen, S.E.

Sat Oct 17 00:14:08 GMT 1998

• RE: Re: Steel Column Base Plates, Harold Sprague
• RE: Fall Protection, Harold Sprague
• Re: Ocean transport, James S. Caid
• Re: Really clear Windows Error Messages:>), Szuchuan Chang
• Re: Fw: Vapor Barrier, T
• Re: Ocean transport, Karen12959
• Re: New Win 98 Questions, Szuchuan Chang
• Lightweight backfill, Greg Leyh
• Re: Partial cement replacement, Kho Poh Teck
• Re: Slab on grade, Brian K. Smith
• Re: New Win 98 Questions, Steve Privett
• RE: New Win 98 Questions, Dennis S. Wish PE
• RE: Re: Steel Column Base Plates, Roger Turk
• Re: Lightweight backfill, MSSROLLO
• Re: New Win 98 Questions, Steve Privett
• Re: College of Fellows, William Nelson
• Re: Slab on grade, Jim Kestner
• RE: New Win 98 Questions, Dennis S. Wish PE

Sun Oct 18 01:46:19 GMT 1998

• test (please delete), Khashayar Hemmatyar
• Re: Vapor Barriers, Phil Hodge
• french-spoken mailing list, rodrigo lema
• Re: french-spoken mailing list, Jose Diez
• Re: New Win 98 Questions, Steve Privett
• RE: New Win 98 Questions, Dennis S. Wish PE
• Re: Re: french-spoken mailing list, Jose Diez
• Re: Re: french-spoken mailing list, Jose Diez
• Re: New Win 98 Questions, Steve Privett
• RE: New Win 98 Questions, Bill Allen, S.E.
• Re: New Win 98 Questions, Steve Privett
• Re: Re: french-spoken mailing list, Maria Isabel Falconi
• Re: french-spoken mailing list, GRileyPE
• Re: french-spoken mailing list, GRileyPE
• Re: french-spoken mailing list, GRileyPE
• Vapor Barriers, Roger Davis

Mon Oct 19 00:18:26 GMT 1998

• Windows 98 vs. Windows NT (4.0 or pending 5.0), Stamper, James H.
• Re: Windows 98 vs. Windows NT (4.0 or pending 5.0), Steve Privett
• Rusty Rebar, Randy Russ
• Re: Lightweight backfill, Bruno Côté
• RE: Rusty Rebar, Mark K Gilligan
• Re: Vapor Barriers, donn wooldridge
• Re: Vapor Barriers, P. & S. Guthrie
• Re: Rusty Rebar, T
• RE: Windows 98 vs. Windows NT (4.0 or pending 5.0), Dennis S. Wish PE
• RE: Vapor Barriers, Dennis S. Wish PE
• RE: Windows 98 vs. Windows NT (4.0 or pending 5.0), Dan Vines
• RE: New Win 98 Questions, Bill Allen, S.E.
• Re: New Win 98 Questions, Steve Privett
• RE: Vapor Barriers, Michael Davis
• Re: french-spoken mailing list, Juan C. Gray
• RE: New Win 98 Questions, Bill Allen, S.E.
• Mexican Seismic Zonation, tbenson
• Autocad error message:, Dennis S. Wish PE
• test - delete, Mark Nienberg
• Re: Fire Sprinkler Thrust Loads, Joshua Matthews
• AVwin98: Multiple concentrated loads, Avansse
• RE: Fire Sprinkler Thrust Loads, Mike Brown
• RE: Fire Sprinkler Thrust Loads, Horning, Dick/CVO
• [no subject], Mullen, Corey G.
• RE: Fire Sprinkler Thrust Loads, Bill Cain, S.E.
• New Win 98 Questions, Roger Davis
• Lightweight backfill, Roger Davis
• RE:, Harold Sprague
• Re: New Win 98 Questions, Steve Privett
• Re:No subject given, tbenson
• RE: New Win 98 Questions, Caldwell, Stan
• Re: Lightweight backfill, Ross Johnson
• windows (several) v.s. linux, Juan Enrique Justo
• Re:, Greg Leyh
• Stainless Steel Structural Shapes, Nick Arenson
• RE: Lightweight backfill, Harold Sprague
• RE: Lightweight backfill, Harold Sprague

Tue Oct 20 00:07:35 GMT 1998

• RE: windows (several) v.s. linux, Bill Allen, S.E.
• RE: Stainless Steel Structural Shapes, Harold Sprague
• Re: Fire Sprinkler Thrust Loads, Blomberg, Paul
• Re: Lightweight backfill, john schenne
• My Presentation on WWW, Shafat Qazi
• Re: Stainless Steel Structural Shapes, CanitzCF
• Re: Rusty Rebar, Jose Diez
• RE: windows (several) v.s. linux, Brent Koch
• Sighting: Roger Turk in Civil Engineering Magazine, Jeff Smith
• Re: My Presentation on WWW, Harris3803
• Foam Styrene Backfill, Jim Warne
• Re: french-spoken mailing list, GRileyPE
• Re: My Presentation on WWW, FEMCCLURE
• Re: My Presentation on WWW, Rlfong
• Re: My Presentation on WWW, Gudrun Olafsdottir
• no needed, Pompiliu Dragomirescu
• Re: My Presentation on WWW, P.Rajendran
• Re: My Presentation on WWW, Lynn
• RE: no needed, Harold Sprague
• Re: Stainless Steel Structural Shapes, Bill Sherman
• Existing Welds, Guidelines for Increasing Size, Mark . Oakford
• RE: Existing Welds, Guidelines for Increasing Size, Harold Sprague
• Re: My Presentation on WWW, Shafat Qazi
• RE: french-spoken mailing list, Bill Cain, S.E.
• RE: no needed, Bill Cain, S.E.
• Fatigue design, Uthoff, Steve
• Re: Mexican Seismic Zonation, Eddie Gonzalez
• RE: windows (several) v.s. linux, Bill Polhemus
• RE: New Win 98 Questions, Bill Polhemus
• RE: New Win 98 Questions, Bill Polhemus
• RE: Mexican Seismic Zonation, Ed Marshall
• RE: windows (several) v.s. linux, Caldwell, Stan
• RE: Mexican Seismic Zonation -Reply, John Armijo
• RE: New Win 98 Questions, Bill Polhemus
• Re: Ocean transport, Dave Evans
• RE: New Win 98 Questions, Caldwell, Stan
• RE: windows (several) v.s. linux, Bill Polhemus
• RE: Lightweight backfill, Dave Evans
• Mexican Seismic Zonation, R.D.McConnell
• RE: Lightweight backfill, Harold Sprague
• Re: New Win 98 Questions, Barry H. Welliver
• The Problem with Microsoft, Bill Polhemus
• 97 UBC 1633.2.4, Mike Brown
• RE: New Win 98 Questions, Bill Polhemus
• RE: 97 UBC 1633.2.4, Horning, Dick/CVO
• Tracking down an Engineer, MJSLAYSMAN
• Re: Tracking down an Engineer, Charley Hamilton

Wed Oct 21 00:25:08 GMT 1998

• RE: Tracking down an Engineer, Harold Sprague
• CELLULAR PHONES, Dave Anderson
• Re: CELLULAR PHONES, Kenneth Tarlow
• RE: New Win 98 Questions, Bill Allen, S.E.
• RE: The Problem with Microsoft, Bill Allen, S.E.
• Re: Structural Analysis Software Wish List - Software Company Responding, Garrick Goldenberg
• Re: Tracking down an Engineer, GRileyPE
• RE: french-spoken mailing list, rodrigo lema
• french spoken mailing list, rodrigo lema
• RE: french-spoken mailing list, rodrigo lema
• Foro en español, Aldo Mojica
• RE: My Presentation on WWW, Aldo Mojica
• Re: Fatigue design, Parkerres
• element-story shear ratio at UBC 1997, Leopoldo Sanz Bocaranda
• element-story shear ratio at UBC 1997, Leopoldo Sanz Bocaranda
• RE: Foro en español, Trobridge, Bruce
• Re: CELLULAR PHONES, Bill Polhemus
• Re: CELLULAR PHONES, Bill Polhemus
• Re: Structural Analysis Software Wish List - Software Company Responding, Bill Polhemus
• Re: The Problem with Microsoft, Bill Polhemus
• Re: New Win 98 Questions, Bill Polhemus
• RE: Foro en español, Vincenzo Valerio
• cracking of concrete in post-tensioned slabs, Chris Lillback
• RE: The Problem with Microsoft, Bill Allen, S.E.
• Fatigue design, Uthoff, Steve
• Re: CELLULAR PHONES, Barry H. Welliver
• RE: CELLULAR PHONES, Caldwell, Stan
• RE: New Win 98 Questions, Christopher Wright
• RE: CELLULAR PHONES, Bill Polhemus
• Concrete aggregate, Blake Haley
• Re: The Problem with Microsoft, Yank2002
• Pretensioning Of Anchor Bolts, Rick . Drake
• RE: The Problem with Microsoft, Bill Polhemus
• Re: Concrete aggregate, Shashi Bhakta
• RE: Concrete aggregate, Harold Sprague
• RE: Concrete aggregate, Horning, Dick/CVO
• RE: CELLULAR PHONES, Dan Vines
• Mistreatment of Seismology Issues, Yank2002
• RE: Pretensioning Of Anchor Bolts, Harold Sprague
• RE: Pretensioning Of Anchor Bolts, Trobridge, Bruce
• Re: CELLULAR PHONES, COEngineer
• RE: The Problem with Microsoft, Christopher Wright
• cracking of concrete in post-tensioned s, Roger Turk
• Re: The Problem with Microsoft, Yank2002
• RE: element-story shear ratio at UBC 1997, Horning, Dick/CVO
• RE: The Problem with Microsoft, Bill Allen, S.E.
• RE: Mistreatment of Seismology Issues, Bill Allen, S.E.
• RE: Concrete aggregate, Trobridge, Bruce
• Re: CELLULAR PHONES, ErnieNSE
• RE: The Problem with Microsoft, Trobridge, Bruce
• Re: Mistreatment of Seismology Issues, Karen12959
• DRAFMAN RATES, Sandra Estrella
• RE: The Problem with Microsoft, Bill Polhemus
• RE: The Problem with Microsoft, Bill Polhemus
• RE: Mistreatment of Seismology Issues, Bill Polhemus
• Re: DRAFMAN RATES, Constantine Shuhaibar
• RE: DRAFMAN RATES, Trobridge, Bruce
• Moderation, Greg Leyh
• RE: The Problem with Microsoft, Bill Cain, S.E.
• RE: Moderation, Bill Polhemus
• Re: Foro en español, Sandra Estrella
• RE: The Problem with Microsoft, Bill Polhemus
• FW: Mistreatment of Seismology Issues, La Count, Curt
• RE: Mistreatment of Seismology Issues, Bill Allen, S.E.
• RE: The Problem with Microsoft, Bill Cain, S.E.
• RE: Foro en español, Juan Constantinidis
• Re: Mistreatment of Seismology Issues, Karen12959
• RE: The Problem with Microsoft, Bill Polhemus
• AutoCAD Dimstyle (READ ONLY), John Armijo
• RE: Mistreatment of Seismology Issues, Bill Polhemus
• Re: Mistreatment of Seismology Issues, Charles Greenlaw
• RE: AutoCAD Dimstyle (READ ONLY), Bill Allen, S.E.
• Re: Stainless Steel Structural Shapes, Robert Kazanjy
• Re: Moderation, Greg Leyh
• Re: Mistreatment of Seismology Issues, T. Eric Gillham
• Re: Mistreatment of Seismological Issues, T. Eric Gillham
• RE: The Problem with Microsoft, Gil Brock
• Re: cracking of concrete in post-tensioned slabs, Gil Brock
• RE: The Problem with Microsoft, Bill Polhemus
• RE: Mistreatment of Seismology Issues, Bill Polhemus
• RE: RE: RE: Mailing list invitation, Dennis S. Wish PE
• RE: AutoCAD Dimstyle (READ ONLY) -Reply, John Armijo

Thu Oct 22 00:31:47 GMT 1998

• RE: The Problem with Microsoft, Gil Brock
• RE: Moderation, J. Strua
• A spanish language forum, Dave Dodgen
• Re: Pretensioning Of Anchor Bolts, Randy Russ
• Gas Tight Seal, Randy Russ
• Re: cracking of concrete in post-tensioned slabs, Jose Diez
• Re: Foro en español, Jose Diez
• Re: DRAFMAN RATES, Jose Diez
• RE: The Problem with Microsoft, Jose Diez
• RE: The Problem with Microsoft, Dennis S. Wish PE
• RE: Tracking down an Engineer, Dennis S. Wish PE
• RE: New Win 98 Questions, Dennis S. Wish PE
• RE: New Win 98 Questions, Dennis S. Wish PE
• RE: The Problem with Microsoft, Dennis S. Wish PE
• Re: cracking of concrete in post-tensioned slabs, ASLCSE
• RE: french-spoken mailing list, Dennis S. Wish PE
• FEMA 310 - Handbook for the Seismic Evaluation of Buildings - A Prestandard., FEMCCLURE
• Re: cracking of concrete in post-tensioned slabs, Gil Brock
• Re: Mistreatment of Seismology Issues, Kenton Buzbee
• RE: french spoken mailing list, Dennis S. Wish PE
• Re: Gas Tight Seal, jannett
• RE: DRAFMAN RATES, Bill Allen, S.E.
• Re: New Win 98 Questions, Barry H. Welliver
• Re: The Problem with Microsoft, raranous
• RE: windows (several) v.s. linux, Bill Polhemus
• RE: The Problem with Microsoft, Bill Polhemus
• Re: french spoken mailing list, Kenton Buzbee
• English / German / Italian / Portuguese / Spanish / Translation web site, Ed Marshall
• Re: The Problem with Microsoft, Parkerres
• SEAONC Newsletter, Constantine Shuhaibar
• Re: french welded wire mesh, Joshua Matthews
• RE: Gas Tight Seal, Harold Sprague
• IMPORTANT - PLEASE READ, Shafat Qazi
• RE: Foro en español, E. y J. Brajkovic S.A.I.
• Re: Tracking down an Engineer, Charley Hamilton
• Earquake Spectra, August 1998 issue - Performance Based Design, Eddie Gonzalez
• Re: Foro en español, CARLOS ARCE LEON
• SEAONC 1998 Fall Seminar, Constantine Shuhaibar
• ETABS modelling, Jorge Manuel Ramos

Fri Oct 23 00:23:34 GMT 1998

• Re: FEMA 310, FEMCCLURE
• Steel section properties, Robert Rollo
• Re: Mistreatment of Seismology Issues, Rlfong
• RE: New Win 98 Questions, Dennis S. Wish PE
• Re: Gas Tight Seal, Randy Russ
• RE: The Problem with Microsoft, Bill Polhemus
• Re: FEMA 310 - Handbook for the Seismic Evaluation of Buildings - A Prestandard., Eddie Gonzalez
• Re: ETABS modelling, MRodrig273
• 98 salary survey- ENR, Structec
• [no subject], Sandra Estrella
• Fw: ETABS modelling, T. Eric Gillham
• Re: New Win 98 Questions, Rhkratzse
• CMU Lintels, Richard Lewis
• Re: french-spoken mailing list, GRileyPE
• Re: Mistreatment of Seismology Issues, Yank2002
• Re: FEMA 310 - Handbook for the Seismic Evaluation of Buildings - A Prestandard., Lynn
• Steel section properties, Roger Davis
• RE: Steel section properties, Mike Ritter
• Re: Steel section properties, Jim Kestner
• Re: 98 salary survey- ENR, Larry Wichroski
• RE: french spoken mailing list, Vincenzo Valerio
• RE: french welded wire mesh, WILLIAM R. KEEN
• Re: FEMA 310, Janiele Maffei
• Re: Mistreatment of Seismology Issues, Smith, Ted
• blue book, Sandra Estrella
• RE: blue book, Bill Cain, S.E.
• RE: Gas Tight Seal, Harold Sprague
• Re: Mistreatment of Seismology Issues, A.M.Zaki
• Dinner Meeting Reservations On-line, Shafat Qazi
• Re: Gas Tight Seal, jannett
• Re: Mistreatment of Seismology Issues, Yank2002
• RE: CMU Lintels, Harold Sprague
• Re: Pier ties per 1921.4.4.1 UBC, Cmajose

Sat Oct 24 00:27:10 GMT 1998

• Re: cracking of concrete in post-tension, Roger Turk
• Web-Buckling of Concrete, Rafael Sabelli
• RE: The Problem with Microsoft, Mark E. Deardorff
• Re: Example - was Wish List, Garrick Goldenberg
• Re: cracking of concrete in post-tension, Gil Brock
• Re: Pier ties per 1921.4.4.1 UBC, JAKABY
• RE: The Problem with Microsoft, Mark E. Deardorff
• Re: Mistreatment of Seismology Issues, Charles Greenlaw
• Re: cracking of concrete in post-tensioned slabs, Jose Diez
• Re: Web-Buckling of Concrete, Jose Diez
• Re: RE: Foro en español, Jose Diez
• Warping Constant, DAVID N. MARTIN, P.E
• Re: 98 salary survey- ENR, Jose Diez
• Re: french welded wire mesh, Jose Diez
• IMPORTANT - PLEASE READ, Simetria Engenharia
• Re: Tracking down an Engineer, Yank2002
• concrete shearwall "Shafts", Tim Terich
• SEAOC 1999 convention topics, Santa Barbara, Harris3803
• Re: The Problem with Microsoft, P.Rajendran
• RE: French- mailing list, MLT
• Re: Piers & Transverse Ties, JAKABY
• Re: Foro en español, Sandra Estrella
• Re:FEMA 310 - Handbook for the Seismic Evaluation of Buildings - A Prestandard., FEMCCLURE
• RE: Palo Alto grade beam and piers, Harold Sprague
• RE: windows (several) v.s. linux, Dennis S. Wish PE
• Openings in Roof Diaphragm, Kipp Martin
• Complaint about Jose Diez, P.E., Fountain Conner
• RE: RE: Foro en español, Bill Polhemus
• RE: The Problem with Microsoft, Bill Polhemus
• RE: The Problem with Microsoft, Bill Polhemus
• LONG SPAN GIRDER, osama ree
• RE: The Problem with Microsoft, Bill Allen, S.E.
• Re: CMU Lintels, Rhkratzse
• Re: The Problem with Microsoft, Rhkratzse
• Re: 98 salary survey- ENR, Structec
• Re: Openings in Roof Diaphragm, JAKABY
• Re: Foro en español, Jose Diez
• English only, Jose Diez
• RE: RE: Foro en español, Jose Diez
• RE: English only, Bill Polhemus
• Ucturalsay Engineeringway, Bill Polhemus
• RE: RE: Foro en español, Bill Polhemus
• Tilt-up building, Jorge Manuel Ramos

Sun Oct 25 00:39:12 GMT 1998

• RE: RE: Foro en español, Bill Allen, S.E.
• Web-Buckling of Concrete, Mark K Gilligan
• Re: Autocad error message:, Paul Feather
• Re: Foro en español, P.Rajendran
• Re: Foro en español - en a islensku?, Gudrun Olafsdottir
• please read this., Anand Kathula
• For Jose Diaz, Karen12959
• CONCRETE- ACI FALL CONVENTION, James Lai
• Babel, quinnair
• RE: RE: Foro en español, Adolfo Galvez
• Fw: concrete shearwall "Shafts", T. Eric Gillham
• Re: french welded wire mesh, Joshua Matthews

Mon Oct 26 00:39:02 GMT 1998

• Re: Mistreatment of Seismology Issues, raranous
• Re: Mistreatment of Seismology Issues, MLT
• Re: Babel, jerome . tan
• Re: Mistreatment of Seismology Issues, Yank2002
• Basement walls, sandstone, Greg Leyh
• Curtain Wall Experts, John F. Jones
• Re: Basement walls, sandstone, P.Rajendran
• Re: Foro en español - en a islensku?, Glauco
• RE: Foro en español - en a islensku?, Bill Polhemus
• RE: Foro en español, Bill Polhemus
• RE: Mistreatment of Seismology Issues, Harold Sprague
• RE: Curtain Wall Experts, Chance, Acie P.
• Re: Curtain Wall Experts, Mlcse
• RE: Curtain Wall Experts, Ross Johnson
• RE: Palo Alto grade beam and piers, Horning, Dick/CVO
• Deep Masonry Beams, Michael D Zaitz
• RE: Deep Masonry Beams, Horning, Dick/CVO
• RE: Deep Masonry Beams, Harold Sprague
• Spanish Language Forum (Foro en Espanol), Dave Dodgen
• Re: Mistreatment of Seismology Issues, Kenneth Tarlow
• RE: Basement walls, sandstone, Harold Sprague
• Re: Existing Welds, Guidelines for Increasing Size, Charlie Carter
• Re: Pretensioning Of Anchor Bolts, Charlie Carter
• Re: Mistreatment of Seismology Issues, Yank2002
• RE: Pretensioning Of Anchor Bolts, Harold Sprague
• Re: Warping Constant, Allen Adams

Tue Oct 27 06:30:08 GMT 1998

• Re: French- mailing list, GRileyPE
• Re: LONG SPAN GIRDER, A.M.Zaki
• Re: Pretensioning Of Anchor Bolts, Charlie Carter
• Pipe sizes, Robert Rollo
• Re: Pipe sizes, Jim Kestner
• RE: Curtain Wall Experts, STONE HOLLY (DirSynchAgent)
• RE: Pipe sizes, Harold Sprague
• Software Consulting, Freilinger, Shawn W
• Re: RE: Pipe sizes, Shashi Bhakta
• Steel Spec., Abe Knapp
• RE: Steel Spec., Horning, Dick/CVO
• Re[2]: Pretensioning Of Anchor Bolts, Rick . Drake
• RE: Steel Spec. -Reply, Abe Knapp
• RE: Pipe sizes, Bill Cain, S.E.
• RE: Re[2]: Pretensioning Of Anchor Bolts, Ed Marshall
• RE: Pipe sizes, Robert Rollo
• Re: Mistreatment of Seismology Issues, Charles Greenlaw
• RE: Curtain Wall Experts, Rafael Sabelli
• Lateral Pressure, Jim Kestner
• RE: Lateral Pressure, Horning, Dick/CVO
• RE: Lateral Pressure, Bill Cain, S.E.
• Re: Lateral Pressure, Charley Hamilton
• RE: Lateral Pressure, Ed Marshall
• RE: Lateral Pressure, Ed Marshall
• RE: Lateral Pressure, Mike Brown
• RE: Lateral Pressure, RIDDLE, WILLIAM H
• Wood Framing - Upgrade or Not, Dennis S. Wish PE
• Re: Lateral Pressure, Charley Hamilton

Wed Oct 28 00:10:51 GMT 1998

• RE: Wood Framing - Upgrade or Not, Mike Brown
• RE: Re[2]: Pretensioning Of Anchor Bolts, Harold Sprague
• Re: Lateral Pressure, Bill Sherman
• RE: Wood Framing - Upgrade or Not, Dennis S. Wish PE
• SALARY OF SENIOR STRUCTURAL ENGINEER, Eng Joe
• Re: DRAFMAN RATES, Bobeng
• Re: Wood Framing - Upgrade or Not, Mlcse
• Re: unsubscribe, Smikeng
• Re: Wood Framing - Upgrade or Not, Parkerres
• Re: Wood Fr-Upgr or Not/New Owner, Joshua Matthews
• RE: Wood Framing - Upgrade or Not, Charles Greenlaw
• Structural Softwares, K . G . Srivalsan
• Re: LONG SPAN GIRDER, Mark K Gilligan
• Pipe sizes, Roger Davis
• STAAD seismic loads, Byron Benson
• RE: Structural Softwares, Alberto Guida
• RE: STAAD seismic loads, Alberto Guida
• Question regarding Railroad Bridge Design, Bill Polhemus
• RE: Structural Softwares, Public Information
• RE: Question regarding Railroad Bridge Design, Ed Marshall
• Blast Resistant Structure Design Reference, Blomberg, Paul
• RE: Question regarding Railroad Bridge Design, Gerald Dorn
• RE: Question regarding Railroad Bridge Design, Bill Polhemus
• RE: Question regarding Railroad Bridge Design, Ed Marshall
• RE: Question regarding Railroad Bridge Design, Bill Polhemus
• Re: Mexican Seismic Zonation, CARLOS ARCE LEON
• Re: Wood Framing - Upgrade or Not, Jeff Smith
• RE: Structural Softwares, Joe Deppe
• FEMA 310, Lynn
• RE: Blast Resistant Structure Design Reference, Patel, Nick
• Re: Wood Fr-Upgr or Not/New Owner, Rhkratzse
• Re: Wood Framing - Upgrade or Not, Robert J Bossi, PE
• Snow Drift Loads on Roofs with Slope Cha, Roger Turk
• RE: Snow Drift Loads on Roofs with Slope Cha, Horning, Dick/CVO
• Re: Structural Softwares, MACK2100
• RE: Blast Resistant Structure Design Reference, Harold Sprague
• Re: Snow Drift Loads on Roofs with Slope Cha, Jim Kestner
• Anonymous FTP Area Access for USGS using Netscape 3.0, Eddie Gonzalez
• Re: Snow Drift Loads on Roofs with Slope, Roger Turk
• Shrinkage-Compensating Concrete, James Lin
• Wd: Oversized holes in sill plates, Livingston, Michael
• Re: Lateral Pressure, jerome . tan

Thu Oct 29 00:33:31 GMT 1998

• Re: Oversized holes in sill plates, J. Karim Hosseinzadeh
• RE: Wood Fr-Upgr : What I'll do and two more questions, Dennis S. Wish PE
• RE: Oversized holes in sill plates, Dennis S. Wish PE
• Re: RE: Oversized holes in sill plates, Rhkratzse
• Re: Wd: Oversized holes in sill plates, Robert Kazanjy
• RE: RE: Oversized holes in sill plates, Dennis S. Wish PE
• RE: RE: Oversized holes in sill plates, Dennis S. Wish PE
• RE: Wood Framing - Upgrade or Not, fturner
• Re: Structural Softwares, Garrick Goldenberg
• Re: Anonymous FTP Area Access for USGS using Netscape 3.0, Rlfong
• COMP: FAT 32 on NT, Steve Privett
• Re: Wd: Oversized holes in sill plates, John Buchanan
• Re: RE: RE: Oversized holes in sill plates, Rhkratzse
• Re: Shrinkage-Compensating Concrete, Randy F Lippert
• Re: RE: Question regarding Railroad Bridge Design, Eddie Gonzalez
• RE: RE: Question regarding Railroad Bridge Design, Bill Polhemus
• Re: Premanufactured wood trusses without diagonal, AnandNene
• RE: Question regarding Railroad Bridge Design, Gerald Dorn
• RE: Spanish Language Forum (Foro en Espanol), Juan Constantinidis
• Re: Wood Fr-Upgr : What I'll do and two more questions, Robert J Bossi, PE
• Re: Premanufactured wood trusses without diagonal, Christopher Wright
• RE: Premanufactured wood trusses without diagonal, Bill Cain, S.E.
• Re: Premanufactured wood trusses without, Roger Turk
• The Future of Windows, Caldwell, Stan
• Structural Sofwares, Leonid Shectman
• RE: Question regarding Railroad Bridge Design, Bill Polhemus
• Re: The Future of Windows, Christopher Wright
• RE: The Future of Windows, Bill Polhemus
• 44 ksi Steel used in Canada ?, James F Fulton
• RE: The Future of Windows, Christopher Wright
• RE: The Future of MAC, Bill Polhemus
• BUSINESS: Filing Systems (for paper), Bill Polhemus
• STAAD III, kolby orcher
• Re: STAAD III, Byron Benson
• PT anchore manufacturers, MRodrig273
• LA city research reports, MRodrig273
• RE: STAAD III, Bill Polhemus
• Big Nuts, Serroels, Chris/SAC
• RE: 44 ksi Steel used in Canada ?, Dave Handy
• RE: Question regarding Railroad Bridge Design, Gerald Dorn
• RE: Big Nuts, Bill Polhemus

Fri Oct 30 00:23:12 GMT 1998

• Re: MBMA preengr bldgs, Joshua Matthews
• Los Angeles Squeeze, Yank2002
• Re: Premanufactured wood trusses without diagonal, T
• RE: Los Angeles Squeeze, Bill Allen, S.E.
• RE: Big Nuts, Harold Sprague
• RE: Los Angeles Squeeze, Serroels, Chris/SAC
• RE: Los Angeles Squeeze, Bill Allen, S.E.
• steel grades, MRodrig273
• RE: PT anchore manufacturers, Brent Koch
• Squeezed L.A. Squeeze, Yank2002
• Multi-Frame - Any Users, Dennis S. Wish PE
• RE: BUSINESS: Filing Systems (for paper), Dennis S. Wish PE
• RE: Premanufactured wood trusses without, Dennis S. Wish PE
• RE: Wood Fr-Upgr : What I'll do and two more questions, Dennis S. Wish PE
• RE: MBMA preengr bldgs, Dennis S. Wish PE
• Re: Multi-Frame - Any Users, Gil Brock
• RE: Multi-Frame - Any Users, Dave Meney
• RE: STAAD III, Gudrun Olafsdottir
• Re: BUSINESS: Filing (scanning) Systems (for paper), Joshua Matthews
• Re: FEMA 310, FEMCCLURE
• Re: Multi-Frame - Any Users, Grant Courtney
• Re: Multi-Frame - Any Users, Mark Florence
• Re: Multi-Frame - Any Users, Mark Florence
• RE: STAAD III, Vincenzo Valerio
• Re: MBMA preengr bldgs, Stuart Lewis
• Re: Multi-Frame - Any Users, Scott A Jensen
• Re: Premanufactured wood trusses without, MSSROLLO
• Re: Blast Resistant Structure Design Reference, Walter Sawruk
• Re: Premanufactured wood trusses without, Christopher Wright
• RE: steel grades, Harold Sprague
• Re: Multi-Frame - Any Users, Jeff Smith
• Re: LONG SPAN GIRDER-Seismic analysis, A.M.Zaki
• Re: Multi-Frame - Any Users, Jeff Smith
• RE: Los Angeles Squeeze, Bill Cain, S.E.
• Re: Wood Fr-Upgr : What I'll do and two more questions, Robert J Bossi, PE
• Re: Structural Softwares, Blake Haley
• Re: Multi-Frame - Any Users, MRodrig273
• Re: steel grades, Ron Hamburger
• Re: steel grades, Blake Haley
• Re: Wood Fr-Upgr : What I'll do and two more questions, Charles Greenlaw
• FEMA 310, Charles Greenlaw
• Re: LONG SPAN GIRDER, Damir Varevac
• Re: Wood Fr-Upgr : What I'll do and two more questions, Rhkratzse
• GSA 0 FYI, James Cohen
• Re: steel grades, Edwin Schmeckpeper
• flat jack, Leopoldo Sanz Bocaranda
• differential settlement using UBC97, Leopoldo Sanz Bocaranda
• RE: flat jack, Harold Sprague
• RE: differential settlement using UBC97, Vincenzo Valerio
• NEHRP Guidelines, Paul Feather
• Thin-walled structures., Alberto Guida
• Re: flat jack, Edward A. Salazar
• Re: Los Angeles Squeeze, Luis Fernandez
• [Fwd: Re: Steel ASTM], Charlie Carter
• TEST please delete, Luis Fernandez

Sat Oct 31 00:00:47 GMT 1998

• Re: NEHRP Guidelines, MRodrig273
• SEI/BPAD Trial Designs, MARCSBART
• RE: Spanish Language Forum (Foro en Espanol), Juan Tamasco
• RE: BUSINESS: Filing (scanning) Systems (for paper), Dennis S. Wish PE
• RE: Wood Fr-Upgr : What I'll do and two more questions, Dennis S. Wish PE
• RE: Wood Fr-Upgr : What I'll do and two more questions, Dennis S. Wish PE
• RE: Multi-Frame - Any Users, Dennis S. Wish PE
• Re: 44 ksi Steel used in Canada ?, Ed . Haninger
• Re: flat jack, Mlcse
• RE: Wood Fr-Upgr : What I'll do and two more questions, Dennis S. Wish PE
• Steel grades - A570, Drew Morris
• catastrophic failure of load bearing member, A.C. Kuntz
• RE: BUSINESS: Filing (scanning) Systems (for paper), Bill Allen, S.E.
• RE: SEI/BPAD Trial Designs, Dennis S. Wish PE
• Re: SEI/BPAD Trial Designs, MARCSBART
• RE: Wood Fr-Upgr : What I'll do and two more questions, Charles Greenlaw
• Low strength concrete; residential, Brad Friederichs
• RE: SEI/BPAD Trial Designs, Dennis S. Wish PE
• How do we unite professional organizations, Dennis S. Wish PE
• Re: seaint Digest for 29 Oct 1998, Paul Ransom
• Re: seaint Digest for 29 Oct 1998, Paul Ransom

Sun Nov 01 00:51:47 GMT 1998

• CAD programs - MiniCad, Archi-Cad, Datacad etc., Dennis S. Wish PE
• RE: seaint Digest for 29 Oct 1998, Dennis S. Wish PE
• RE: DRAFMAN RATES, Dennis S. Wish PE
• Re: CAD programs - MiniCad, Archi-Cad, Datacad etc., Joshua Matthews
• Re: seaint Digest for 29 Oct 1998, -=maura=-
• Re: How do we unite professional organizations, William Nelson
• Re: Bill Nelson, MLT
• Linear Time history Analysis against Response spectrum Aalysis, A.M.Zaki
• Linear Time history Analysis against Response spectrum Aalysis, Mark K Gilligan
• Re: DRAFMAN RATES, T
• To All with Interested In Manufactured Truss Construction, wtca
• United Industry Professional Organizations, wtca
• Fw: Linear Time history Analysis against Response spectrum Aalysis, T. Eric Gillham
• RE: How do we unite professional organizations, Dennis S. Wish PE

Mon Nov 02 02:42:01 GMT 1998

• Re[2]: DRAFMAN RATES, jerome . tan
• Hilti Sleeve Anchor Question, CanitzCF
• Off the wall, Rob Stevens
• RE: Re[2]: DRAFMAN RATES, Dennis S. Wish PE
• Re: How do we unite professional organizations, Paul Feather
• RE: How do we unite professional organizations, Dennis S. Wish PE
• ATC Technical Seminar Series on FEMA 273 Guidelines, FEMCCLURE
• RIGID DIAPRAGM, Alex Gutierrez
• Re: (was DRAFMAN RATES) Drawing Presentations, Barry H. Welliver
• Re: CAD programs - MiniCad, Archi-Cad, Datacad etc., Michael D. Webb
• Re: Wood Fr-Upgr : What I'll do and two more questions, Parkerres
• Re: NEHRP Guidelines, Claret Heider
• RE: NEHRP Guidelines, Bill Cain, S.E.
• RE: Steel grades - A570, Harold Sprague
• Design fee guidelines, Bill Coburn
• Re: Los Angeles ASCE Forensic Engineering meeting, Nov. 10, SCHFUN
• RE: Design fee guidelines, Mike Brown
• Design fee guidelines, Roger Turk
• RE: Design fee guidelines, Robert Rollo
• Fw: RIGID DIAPRAGM, T. Eric Gillham
• RE: Design fee guidelines, Bill Allen, S.E.
• RE: Design fee guidelines, Robert Rollo
• Re: Fw: RIGID DIAPRAGM, Alex Gutierrez
• Re: Design fee guidelines, Michael D Zaitz
• Re: Design fee guidelines, J. Karim Hosseinzadeh
• RE: Design fee guidelines, Mike Brown
• RE: Design fee guidelines, Bill Allen, S.E.
• RE: Design fee guidelines, Mike Brown

Tue Nov 03 00:00:05 GMT 1998

• RE: Design fee guidelines, Bill Allen, S.E.
• Re: Design fee guidelines, donn wooldridge
• Re[2]: Design fee guidelines, jerome . tan
• Re: Design fee guidelines, jbotch
• Re: Re[2]: Design fee guidelines, Jeff Smith
• Re: Premanufactured wood trusses without, BD2PE
• Re: To All with Interested In Manufactured Truss Construction, BD2PE
• Gr 50 column and Gr 50 beams, MRodrig273
• Re: Fw: RIGID DIAPRAGM, Mark K Gilligan
• Brinch Hansen, rodrigo lema
• [no subject], wtca
• wind drift - brick/masonry -limitations, nattamai mohanram
• Re: Gr 50 column and Gr 50 beams, Jeff Smith
• Pipe Sizes, Caldwell, Stan
• Cooperation Between Structural Engineering Organizations, Rawn Nelson
• Re: Gr 50 column and Gr 50 beams, MRodrig273
• AVwin 98 Update, Dennis S. Wish PE
• Re: Pipe Sizes, Christopher Wright
• RIGID DIAPRAGM - Center of Rigidity, Allen Adams
• Duplicate Messages, Bill Polhemus
• RE: Duplicate Messages, Caldwell, Stan
• Re: AVwin 98 Update, Steve Privett
• RE: Duplicate Messages, Bill Polhemus
• Re: wind drift - brick/masonry -limitations, Gary Chock, S. E.
• Rock pocket / Honey combing in concrete, John Buchanan
• RE: Rock pocket / Honey combing in concrete, Horning, Dick/CVO
• Re: Duplicate Messages, Phil Hodge
• RE: Design fee guidelines, Bill Polhemus
• RE: CAD programs - MiniCad, Archi-Cad, Datacad etc., Joseph Harouni
• RE: Design fee guidelines, Serroels, Chris/SAC
• RE: Design fee guidelines, Caldwell, Stan
• Rock pocket / Honey combing in concrete, Tom . Hunt
• RE: Rock pocket / Honey combing in concrete, Ed Marshall
• RE: How do we unite professional organizations, Caldwell, Stan

Wed Nov 04 01:25:24 GMT 1998

• [no subject], wtca
• Introduction., ADVANCE CONSULTING ENGINEERS PVT. LTD.
• Re: Rock pocket / Honey combing in concrete, Swaminathan Krishnan
• RE: How do we unite professional organizations, Dennis S. Wish PE
• Re: Design fee guidelines, T
• RE: Design fee guidelines, Dennis S. Wish PE
• Re: Introduction., Lynn
• galvanic corrosion, Bernardo Horowitz
• RE: galvanic corrosion, Horning, Dick/CVO
• RE: Design fee guidelines, Bill Polhemus
• RE: Introduction., Bill Polhemus
• Re: Introduction., Blake Haley
• Re: Design fee guidelines, GRileyPE
• ringwall reinforcing design, Yang, Liao/ANC
• RE: ringwall reinforcing design, Harold Sprague
• RE: Design fee guidelines, Bill Allen, S.E.
• RE: ringwall reinforcing design, Bill Polhemus
• RE: Introduction., Chance, Acie P.
• Test, Canitz, Charles F NAB02
• RE: ringwall reinforcing design, Horning, Dick/CVO
• RE: Introduction., Dennis S. Wish PE
• RE: Design fee guidelines, Dennis S. Wish PE
• Re: Low strength concrete; residential, JAKABY
• ASTM A36, Y. Henry Huang
• Re: Design fee guidelines, GRileyPE
• Re: Blast Resistant Structure Design Reference, Randy Russ
• Hydraulic Structures, Marco Zavala
• Forensic Referral, Drew A. Norman, S.E.

Thu Nov 05 00:15:59 GMT 1998

• RE: Hydraulic Structures, Harold Sprague
• Snow Loads, J. John Walsh
• Re: ASTM A36, Edwin Schmeckpeper
• RE: Snow Loads, Gordon Yutzy
• Re: Snow Loads, Jeff Smith
• RE: Design fee guidelines, Dennis S. Wish PE
• Geotech, Paul Feather
• Re: Design via Internet (India & Mexico), Szuchuan Chang
• Re: Geotech, Szuchuan Chang
• San Diego visit, John Stella
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Geotech, Dennis S. Wish PE
• ASTM A36, Mark K Gilligan
• RE: Design via Internet (India & Mexico), Bill Allen, S.E.
• Re: Design fee guidelines, Sleiman Serhal
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• OSHA, Phil Hodge
• RE: Design via Internet (India & Mexico), WILLIAM R. KEEN
• RE: Geotech, WILLIAM R. KEEN
• Re: Design via Internet (India & Mexico), cmd
• Re: Design fee guidelines, BSmithSE
• Off-List Subject - Education, PEC - Lake City
• RE: Geotech, Harold Sprague
• Geotech, Drew A. Norman, S.E.
• Re: Design via Internet (India & Mexico), AnandNene
• Re: Post-tensioned slab on grade, Juan C. Gray
• RE: Geotech, Harold Sprague
• RE: Design via Internet (India & Mexico), CARLOS ARCE LEON
• RE: Post-tensioned slab on grade, Horning, Dick/CVO
• Re: Post-tensioned slab on grade, Byron Benson
• RE:Galvanic corrosion, Bernardo Horowitz
• RE:Design via Internet (India & Mexico), Ecengrs
• RE: Design via Internet (India & Mexico), Bill Polhemus
• RE: Post-tensioned slab on grade, Horning, Dick/CVO
• RE: Design via Internet (India & Mexico), Bill Polhemus
• RE: San Diego visit, Rick Becker
• RE: Geotech, nmoore
• RE: Post-tensioned slab on grade, Harold Sprague
• RE: Off-List Subject - Education, Bill Polhemus
• RE: Design via Internet (India & Mexico), Bill Polhemus
• Re: Post-tensioned slab on grade, Kenneth Tarlow
• RE: Post-tensioned slab on grade, Horning, Dick/CVO
• Re: Post-tensioned slab on grade, Roger Turk
• Re: Pipe Sizes, Randy Russ
• RE: Geotech, Roger Turk
• RE: Design via Internet (India & Mexico), Caldwell, Stan
• Re: Post-tensioned slab on grade, Byron Benson
• RE: Post-tensioned slab on grade, Harold Sprague
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Design fee guidelines, Dennis S. Wish PE
• Plan check submittals and shop drawings, Drew A. Norman, S.E.
• RE: Snow Loads, Bill Cain, S.E.
• (no subject), NARDO4U
• RE: Design fee guidelines, Bill Polhemus
• RE: Design via Internet (India & Mexico), Bill Allen, S.E.
• RE: Design via Internet (India & Mexico), Bill Polhemus
• RE: Post-tensioned slab on grade, Harold Sprague
• RE: Geotech, Robert McGhie
• RE: Design via Internet (India & Mexico), Christopher Wright
• RE: ringwall reinforcing design, Aswin Rangaswamy
• RE: Design via Internet (India & Mexico), Aswin Rangaswamy
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Design via Internet (India & Mexico), Bill Allen, S.E.
• Re: Post-tensioned slab on grade, Gil Brock

Fri Nov 06 01:03:34 GMT 1998

• Bamboo structures, Maria Isabel Falconi
• SHATTER THEORY, BSD
• Re: Design via Internet (India & Mexico), Maria Isabel Falconi
• Re: Bamboo structures, GRileyPE
• Re: Geotech, GRileyPE
• Re: Bamboo structures, Bruce Danziger
• Re: Design via Internet (India & Mexico), Ecengrs
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• Re: Bamboo structures, Phil Hodge
• Re: Design via Internet (India & Mexico), Lynn
• Project in Madrid, Spain, CarlS95
• Freeware Products (computer software), Karen12959
• Re: Design via Internet (India & Mexico), Bill Polhemus
• Re: Design via Internet (India & Mexico), Juan C. Gray
• Re: ASTM A36, Mlcse
• RE: Post-tensioned slab on grade, Brent Koch
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• Re: Design fee guidelines, rnester
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• Re: Forensic Referral, SEAOSC
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Personal Attacks, Bill Allen, S.E.
• Re: Project in Madrid, Spain, GRileyPE
• RE: Design via Internet (India & Mexico), Bill Polhemus
• Re: Design via Internet (India & Mexico), Roger Turk
• Wind Engineering Forum, James Cohen
• RE: Design via Internet (India & Mexico), Mike Brown
• RE: Cooperation Between Structural Engineering Organizations, Dennis S. Wish PE
• Re: Design via Internet (India & Mexico), Mike Brown
• Let's talk..., tei-stephen
• RE: Personal Attacks, Bill Allen, S.E.
• Re: Bamboo structures, Fountain Conner
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE

Sat Nov 07 00:01:17 GMT 1998

• RE: Bamboo structures, Brent Koch
• Plan check submittals and shop drawings, Drew A. Norman, S.E.
• RE: Plan check submittals and shop drawings, Mike Brown
• RE: Design via Internet (India & Mexico), Jerry D. Coombs
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• Re: RE: Design via Internet (India & Mexico), Rhkratzse
• RE: Snow Loads, merrick group
• RE: Personal Attacks, Dennis S. Wish PE
• Wind Engineering Forum, James Cohen
• FW: Update AVwin SEAint, Dennis S. Wish PE
• Re: Bamboo structures, Juan C. Gray
• RE: Design via Internet (India & Mexico), Bill Cain, S.E.
• Re: Design via Internet (India & Mexico), Jose M. Mendez, P.E.
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: Hydraulic Structures, Jim Hester
• RE: Project in Madrid, Spain, Bill Polhemus
• Re: Design fee guidelines, rnester
• RE: Design via Internet (India & Mexico), Bill Allen, S.E.
• RE: Hydraulic Structures, Horning, Dick/CVO
• RE: Hydraulic Structures, Harold Sprague
• Re: Bamboo structures, Rlfong
• Re: Post-tensioned slab on grade, Juan C. Gray
• ACAD v.10, Yank2002
• Re: Project in Madrid, Spain, Phil Hodge
• RE: Hydraulic Structures, Harold Sprague
• Re: Plan check submittals and shop drawings, -=maura=-
• shatter theory, bsd
• Re: Personal Attacks, GRileyPE
• RE: shatter theory, Harold Sprague
• RE: Project in Madrid, Spain, Harold Sprague
• Re: VBA Question, P.Rajendran
• Re: Pretensioning Of Anchor Bolts, P.Rajendran
• Re: How do we unite professional organizations, P.Rajendran
• Re: ACAD v.10, Jose M. Mendez, P.E.
• Re: Design via Internet (India & Mexico), P.Rajendran
• Re: ringwall reinforcing design, P.Rajendran
• Re: ACAD v.10, Robert J Bossi, PE
• RE: How do we unite professional organizations, Dennis S. Wish PE
• Re: VBA Question, Szuchuan Chang
• RE: VBA Question, Serroels, Chris/SAC
• Re: Post-tensioned slab on grade, Dgmurphy
• Re: Design via Internet (India & Mexico), Eskelsev
• Plan check submittals and shop drawings, Drew A. Norman, S.E.
• Re: Pretensioning Of Anchor Bolts, Christopher Wright

Sun Nov 08 01:42:45 GMT 1998

• Design via Internet-Please delete if you are not interested, Dennis S. Wish PE
• Re[2]: Geotech, tbenson
• Re: Plan check submittals and shop drawings, Charles Greenlaw
• Re: RE: Design via Internet (India & Mexico), Rhkratzse
• Re: RE: Bamboo structures, Rhkratzse
• Re: ACAD v.10, Paul Feather
• Re: Design via Internet-Please delete if you are not interested, GRileyPE
• Re: Design via Internet-Please delete if you are not interested, raranous
• Re: Pretensioning Of Anchor Bolts, Phil Hodge
• Re: Pretensioning Of Anchor Bolts, Rhkratzse
• USS Highway Structures Design Handbook, Cesar Freddy Gil
• Re: Pretensioning Of Anchor Bolts, Christopher Wright
• Re: Pretensioning Of Anchor Bolts, Christopher Wright
• Re: USS Highway Structures Design Handbook, Bill Polhemus

Mon Nov 09 01:00:53 GMT 1998

• Re: Design via Internet (India & Mexico), Maria Isabel Falconi
• Re: Design via Internet (India & Mexico), Maria Isabel Falconi
• Re: Design via Internet (India & Mexico), Maria Isabel Falconi
• Re: Design via Internet (India & Mexico), Maria Isabel Falconi
• Re: Design via Internet (India & Mexico), Lynn
• Re: Pretensioning Of Anchor Bolts, Robert P. KAZANJY
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• RE: USS Highway Structures Design Handbook, Powers, Tony
• Re: Design via Internet (India & Mexico), Sibco6756
• Re: USS Highway Structures Design Handbook, João Rocha de Lima
• Re: USS Highway Structures Design Handbook, Bill Polhemus
• RE: ringwall reinforcing design, Yang, Liao/ANC
• SEAint Online Newsletter, SEAOSC
• RE: Design via Internet (India & Mexico), Dennis S. Wish PE
• LA Dinner meeting - Dec 98, Shafat Qazi

Tue Nov 10 01:28:43 GMT 1998

• RE: SHATTER THEORY, Harold Sprague
• RE: Year 2000 computer problem!, Dennis S. Wish PE
• Bulding structures on roller froundationsw, migdalia Burgos
• Re: Bulding structures on roller froundationsw, Mlcse
• RE: Bulding structures on roller froundationsw, Chi, Kehshin
• Open Web Stl Joist Bridging, CanitzCF
• Re: Open Web Stl Joist Bridging, donn wooldridge
• Re: Open Web Stl Joist Bridging, Charles Greenlaw
• Re: Open Web Stl Joist Bridging, P.Rajendran
• Re: Open Web Stl Joist Bridging, Phil Hodge
• [Fwd: Structural Steel], Y. Henry Huang
• [Fwd: Grade 50 Steel], Y. Henry Huang
• Re: Boca Code Interpretation, Byron Benson
• Design of Wood Top Plates, Michael D Zaitz
• Re: Bamboo structures, JAKABY
• Re: Bulding structures on roller froundationsw, Ken Wong
• Re: SHATTER THEORY, Brian K. Smith
• Re: Building structures on roller foundationsw, Drew A. Norman, S.E.
• Re: Design of Wood Top Plates, ASLCSE
• Re: Bamboo structures, Christopher Wright
• Re: Design of Wood Top Plates, Charles Greenlaw
• Joist Chord Widths, Michael D Zaitz
• RE: Building structures on roller foundationsw, Bruce Shephard
• Re: Design of Wood Top Plates, Kenneth Tarlow
• Re: Design of Wood Top Plates, ECVAl3
• RE: Boca Code Interpretation, Harold Sprague
• Re: Joist Chord Widths, Jim Kestner
• Re: Open Web Stl Joist Bridging, Kenneth Tarlow
• Sculpture support problem, John Schwarz
• RE: Sculpture support problem, Bruce Shephard
• Re: Joist Chord Widths, Fountain Conner
• Re: Joist Chord Widths -Reply, John Armijo
• Re: RE: Sculpture support problem, John Schwarz
• RE: RE: Sculpture support problem, Bruce Shephard
• Re: Sculpture support problem, cmd
• Re: Design of Wood Top Plates, MRodrig273
• Re: Sculpture support problem, Jim Kestner

Wed Nov 11 00:28:59 GMT 1998

• Re: Sculpture support problem, Jeff Smith
• Re: Sculpture support problem, T
• Fwd: NASA Science: Leonid Meteors next week: a shower or storm?, Yank2002
• RE: Sculpture support problem, Powers, Tony
• Tilt Up Design Software, Rick Hudson
• Re: Sculpture support problem, Bruce Danziger
• Re: Design of Wood Top Plates, Parkerres
• RE: Sculpture support problem, Chance, Acie P.
• Re: Sculpture support problem, Parkerres
• RE: Design via Internet-Please delete if you are not interested, rodrigo lema
• Unbraced length question, Dennis S. Wish PE
• RE: Sculpture support problem, Caldwell, Stan
• Re: Sculpture support problem, Phil Hodge
• Re: Joist Chord Widths, Phil Hodge
• Re: Sculpture support problem, P.Rajendran
• Microsoft is NOT Doing Its Job, Bill Polhemus
• Re: Microsoft is NOT Doing Its Job, Christopher Wright
• ICBO Evaluation Reports, Tom . Hunt
• Re: USS Highway Structures Design Handbook, João Rocha de Lima
• Re: Sprinkler Line Seismic Bracing, Joshua Matthews
• Re: Sculpture support problem, Rawn Nelson
• Precast panel substitute, seaint-return
• RE: Sculpture support problem, Bill Polhemus
• Re: Sprinkler Line Seismic Bracing, David Carpenter
• Re: Design of Wood Top Plates, Richard Lewis
• Re: Design via Internet (India & Mexico), Jose M. Mendez, P.E.

Thu Nov 12 00:13:28 GMT 1998

• Re: Design via Internet (India & Mexico), Jose M. Mendez, P.E.
• Re: Design via Internet (India & Mexico), Rlfong
• Re: Microsoft is NOT Doing Its Job, Rhkratzse
• Engineers and Drafters Wanted, J. Karim Hosseinzadeh
• Re: Design of Wood Top Plates, Tarek Mokhtar
• Re: Boca Code Interpretation, M.Nadkarni
• Year 2000 computer problem, R.D.McConnell
• RE: Boca Code Interpretation, Bouffard, Tom
• Re: Boca Code Interpretation, Byron Benson
• Special Inspection for cladding?, Sandy Pringle
• Re: Year 2000 computer problem, Rob Stevens
• Fw: Overstamping, Disclaimers and DSA, Drew A. Norman, S.E.
• USGS's FAQ : Capped Maps, Eddie Gonzalez
• USGS's FAQ Response to :PGA, EPA, PGV, and EPV, Eddie Gonzalez
• Hey, All You MS Excel Gurus Out There..., Bill Polhemus
• Re: Year 2000 computer problem, Roger Turk
• RE: Hey, All You MS Excel Gurus Out There..., Trobridge, Bruce
• RE: Hey, All You MS Excel Gurus Out There..., Frank Yang
• RV: # 11/98 de "El Buen Uso de la Materia Gris", Pbengoa
• Year 2000 computer problem, Roger Turk
• RE: Hey, All You MS Excel Gurus Out There..., Bill Polhemus
• RE: Hey, All You MS Excel Gurus Out There..., Dennis S. Wish PE
• RE: Hey, All You MS Excel Gurus Out There..., Dennis S. Wish PE
• RE: Year 2000 computer problem, Dan Vines
• RE: Hey, All You MS Excel Gurus Out There..., Bill Polhemus
• RE: # 11/98 de "El Buen Uso de la Materia Gris", Bill Polhemus
• Re: Year 2000 computer problem, T
• Re: # 11/98 de "El Buen Uso de la Materia Gris", Juan C. Gray
• Re: Year 2000 computer problem, T
• RE: # 11/98 de "El Buen Uso de la Materia Gris", Bill Polhemus
• Adoption of 1997 UBC, Terri
• Re: Year 2000 computer problem, Roger Turk
• RE: Adoption of 1997 UBC, Horning, Dick/CVO
• RE: Adoption of 1997 UBC, Mike Brown
• RE: Year 2000 computer problem, Thomas D. Kohli
• Re: Hey, All You MS Excel Gurus Out There..., Kalyan Vaidyanathan
• RE: Adoption of 1997 UBC, Jerry D. Coombs
• Re: Adoption of 1997 UBC, Robert J Bossi, PE
• Re: Boca Code Interpretation, Byron Benson
• ASCE Transactions 1906-1935, Jose M. Mendez, P.E.

Fri Nov 13 02:38:06 GMT 1998

• Re: Unbraced length question, Mlcse
• Hilti Anchor Design Software(HAP 2.3), CanitzCF
• RE: Unbraced length question, Dennis S. Wish PE
• Re: Adoption of 1997 UBC, raranous
• Concrete Shearwall Program, ASLCSE
• Re: Year 2000 computer problem, Andrew Goh
• FW: Nov. 18 EENET Broadcast, Dennis S. Wish PE
• Wind damaged residences in Kansas, Dennis S. Wish PE
• Re: Adoption of 1997 UBC, donn wooldridge
• Re: Year 2000 computer problem, Philip Christensen
• Re: Design of Wood Top Plates, Michael D Zaitz
• Mistreatment of Seismology Issues - Part 2, Yank2002
• Re: Year 2000 computer problem, Rob Stevens
• RE: Sprinkler Line Seismic Bracing, Harold Sprague
• Floor Vibration Serviceablity Constraints, Robert Rollo
• RE: Floor Vibration Serviceability Constraints, Mike Brown
• RE: Precast panel substitute, Harold Sprague
• Re: Adoption of 1997 UBC, Robert J Bossi, PE
• [no subject], fturner
• RE: Wind damaged residences in Kansas, Harold Sprague
• RE: Floor Vibration Serviceability Constraints, Bouffard, Tom
• Re: Floor Vibration Serviceablity Constraints, Jim Kestner
• RE: Adoption of 1997 UBC, Chris Palmateer
• Re: Wind damaged residences in Kansas, Jim Kestner
• Re: Floor Vibration Serviceablity Constraints, Brian K. Smith
• RE: Wind damaged residences in Kansas, Dennis S. Wish
• Re: Wind damaged residences in Kansas, T
• Re: Floor Vibration Serviceability Constraints, Charlie Carter
• Re: Wind damaged residences in Kansas, Jim Kestner

Sat Nov 14 00:43:12 GMT 1998

• Re: Wind damaged residences in Kansas, JAKABY
• Re: Unbraced length question, Mlcse
• RE: Bamboo structures, rodrigo lema
• RE: Building structures on roller foundationsw, rodrigo lema
• RE: Wind damaged residences in Kansas, Dennis S. Wish PE
• RE: Unbraced length question, Dennis S. Wish PE
• Re: Wind damaged residences in Kansas, RDAHLMANN
• ICQ - personal chat software, Dennis S. Wish PE
• RE: Wind damaged residences in Kansas, Dennis S. Wish PE
• ICQ - personal chat software, Roger Turk
• RE: Wind damaged residences in Kansas, Roger Turk
• RE: Wind damaged residences in Kansas, Dennis S. Wish PE
• Re: Bamboo structures, Juan C. Gray
• RE: Special Inspection for cladding?, Brent Koch
• Re: Mistreatment of Seismology Issues - Part 2, Charles Greenlaw

Sun Nov 15 01:18:34 GMT 1998

• RE: Wind damaged residences in Kansas, Dennis S. Wish
• Re: Year 2000 computer problem, Sassan Parhizgari
• Re: Floor Vibration Serviceablity Constraints, Phil Hodge
• Re: Wind damaged residences in Kansas, T
• RE: Building structures on roller foundationsw, Bruce Shephard
• Response to Thor - Instructions for Joining REACH Listservice, Dennis S. Wish PE

Mon Nov 16 00:23:53 GMT 1998

• Important Information about REACH Listservice, Dennis S. Wish PE
• Steel Fab Shop Inspections, mark gress
• Year 2000 computer problem, R.D.McConnell
• Post yielded beam performance, yenem
• Re: Post yielded beam performance, Robert P. KAZANJY
• earthquake intensity classification, "9424163 정석창"
• ATC FEMA 273 Technical Seminar Series, FEMCCLURE
• Re: ICQ - personal chat software, Jim Kestner
• Rw Factor, LAMPSMITH
• RE: Post yielded beam performance, Harold Sprague
• Post yielded beam performance, Roger Turk
• Re: Response to Thor - Instructions for Joining REACH Listservice, T
• RE: Steel Fab Shop Inspections, Harold Sprague
• RE: Wind damaged residences in Kansas, Harold Sprague
• RE: Steel Fab Shop Inspections, mark gress
• RE: Steel Fab Shop Inspections, Harold Sprague
• RE: earthquake intensity classification, Bruce Shephard
• Wind damaged residences, James Cohen
• Re: ATC FEMA 273 Technical Seminar Series, jpwykoff
• Re: Bulding structures on roller froundationsw, Maria Isabel Falconi
• Fw: Rw Factor, T. Eric Gillham
• Re: Post yielded beam performance, MJSLAYSMAN

Tue Nov 17 00:26:04 GMT 1998

• RE: Re: Post yielded beam performance, yenem
• Re: U.B.C., Table 16-N, Rw, LAMPSMITH
• Bronze (One-legged Support) Horse Structure, T
• Re: Wind damaged residences, RDAHLMANN
• Fw: U.B.C., Table 16-N, Rw, T. Eric Gillham
• Re: Post yielded beam performance, Robert Kazanjy
• Rw Factor with additional Question comparing Rigid Diaphragm Analysis., Dennis S. Wish PE
• Overturning, Eddie Gonzalez
• mike brown, LAMPSMITH
• RE: earthquake intensity classification, fturner
• Re: Wind damaged residences - ASTM std for glazing?, Joshua Matthews
• RE: Wind damaged residences - ASTM std for glazing?, Harold Sprague
• Re: Bronze (One-legged Support) Horse Structure, John Schwarz
• Grouting or fiberboard between steel tank bottoms and concrete fo undations, Ed Marshall
• Fork-lift Trucks, Michael D Zaitz
• RE: Fork-lift Trucks, Horning, Dick/CVO
• RE: Bronze (One-legged Support) Horse Structure, Harold Sprague
• RE: Fork-lift Trucks, Harold Sprague
• RE: Bronze (One-legged Support) Horse Structure, Horning, Dick/CVO
• RE: Bronze (One-legged Support) Horse Structure, Harold Sprague
• Re: RE: Fork-lift Trucks, Bruce Danziger
• Slab-on-grade, Harold Sprague
• RE: Slab-on-grade, Horning, Dick/CVO
• RE: Bronze (One-legged Support) Horse Structure, Horning, Dick/CVO
• RE: Grouting or fiberboard between steel tank bottoms and concrete foundations, Ron Hill
• RE: Fork-lift Trucks, Ed Marshall
• RE: Fork-lift Trucks, Yang, Liao/ANC

Wed Nov 18 00:18:31 GMT 1998

• RE: Bronze (One-legged Support) Horse Structure, Harold Sprague
• Re: Bronze (One-legged Support) Horse Structure, Robert Kazanjy
• RE: Wind Damage in Kansas, Dennis S. Wish PE
• bridge with fire-truck loading, MRodrig273
• tilet up wall anchor, Dave Anderson
• Re: Help Locate Architectural firm from San Francisco area, Ken Reed
• Re: Bronze (One-legged Support) Horse Structure, Paul Feather
• Errata for FEMA 273/274 Guidelines of the Seismic Rehabilitation of Buildings., FEMCCLURE
• Re: bridge with fire-truck loading, jannett
• Post-Tensioning Contractor in Minnesota, PEC - Lake City
• Re: Slab-on-grade, dan914
• Brick walls on top of gable roofs, MSSROLLO
• Coefficient of friction-mortar to steel, MSSROLLO
• Re: Bronze (One-legged Support) Horse Structure, T
• RE: tilet up wall anchor, Mark E. Deardorff
• Re: Brick walls on top of gable roofs, Jim Kestner
• Re: Fork-lift Trucks, Jim Kestner
• RE: Post yielded beam performance, Jerry D. Coombs
• RE: Fork-lift Trucks, Shah, Nutan
• RE: bridge with fire-truck loading, Bill Polhemus
• RE: tilet up wall anchor, Harold Sprague
• RE: Slab-on-grade, Harold Sprague
• RE: tilet up wall anchor, Mulia, Rudy (MULI)
• RE: bridge with fire-truck loading, Harold Sprague
• RE: Coefficient of friction-mortar to steel, Harold Sprague
• RE: Slab-on-grade, Jerry D. Coombs
• RE: Post yielded beam performance, Roger Turk
• RE: Fork-lift Trucks, Pat Symons
• RE: tilet up wall anchor, Bill Cain, S.E.
• Re:leave, .
• RE: Coefficient of friction-mortar to steel, Ron Hill
• Re: Brick walls on top of gable roofs, Michael D Zaitz
• Re: Fork-lift Trucks, Michael D Zaitz
• Re: Coefficient of friction-mortar to steel, .
• RE: Post yielded beam performance, Jerry D. Coombs
• Caisson Design Program, Michael D Zaitz
• Re: Caisson Design Program, Jim Kestner
• RE: Caisson Design Program, Bill Polhemus
• RE: Caisson Design Program, Caldwell, Stan
• A36, Chris Palmateer
• Earthquake Analysis Methods: Predicting Earthquake Behavior, Eddie Gonzalez
• Re: Caisson Design Program, Eddie Gonzalez
• RE: Caisson Design Program, Vinson, Brian
• RE: Caisson Design Program, Bill Polhemus
• RE: Caisson Design Program, Bill Cain, S.E.

Thu Nov 19 00:04:48 GMT 1998

• Discount Books, Blake Haley
• RE: Caisson Design Program, Harold Sprague
• Rigid plywood diaphragms, Sasha Itsekson
• Tilt Up Construction & Lock Wall?, cstsaur
• Re: Rigid plywood diaphragms, Lynn
• Re: Rigid plywood diaphragms, Mlcse
• Re: Tilt Up Construction & Lock Wall?, Structeng1
• Re: Rigid plywood diaphragms, Charles Greenlaw
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• Re: Rigid plywood diaphragms, BCainse
• Re: bridge with fire-truck loading, Parkerres
• Re: Rigid plywood diaphragms, Parkerres
• Re: Caisson Design Program, Brian Reese
• Re: Rigid plywood diaphragms, Barry H. Welliver
• Re: Rigid plywood diaphragms, Lynn
• Re: Rigid plywood diaphragms, Lynn
• lateral load, Dave Anderson
• Re: Brick walls on top of gable roofs, Donald L. Carr
• Fire Wall, Bouffard, Tom
• Re: Brick walls on top of gable roofs, Jim Kestner
• ASCE vs AWWA, Randy Russ
• RE: ASCE vs AWWA, Vinson, Brian
• RE: lateral load, Mike Brown
• RE: Tilt Up Construction & Lock Wall?, Caldwell, Stan
• RE: lateral load, Dennis S. Wish PE
• RE: ASCE vs AWWA, Harold Sprague
• RE: Brick walls on top of gable roofs, Jerry D. Coombs
• RE: ASCE vs AWWA, meier
• Re: Brick walls on top of gable roofs, Roger Turk
• RE: ASCE vs AWWA, Harold Sprague
• Re: Rigid plywood diaphragms, T
• Re: Rigid plywood diaphragms, T
• [no subject], T
• Fire Wall, Roger Turk
• CBC Vs. UBC Do I need another Code?, Dennis S. Wish PE
• Re: Brick walls on top of gable roofs, Michael D Zaitz
• Re: CBC Vs. UBC Do I need another Code?, Nd1942
• Re: Rigid plywood diaphragms, Tjb5424744
• Re: CBC Vs. UBC Do I need another Code?, Robert J Bossi, PE
• Tilt-Up, HBAP
• LRFD Load Factors., Adolfo Galvez

Fri Nov 20 00:25:07 GMT 1998

• Re: seaint Digest for 18 Nov 1998, Bob Mahony
• Re: LRFD Load Factors., Maurice J. Allgrove
• RE: LRFD Load Factors., Bill Polhemus
• FW: LRFD Load Factors., La Count, Curt
• Re: LRFD Load Factors., T
• E-poxy Industries, CanitzCF
• Web Site Changes, Shafat Qazi
• Re: LRFD Load Factors., jerome . tan
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• Re: E-poxy Industries, RDAHLMANN
• Structural Engineer, RDAHLMANN
• perceptible floor slopes, JDMACKPE
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• Re: lateral load, Paul Feather
• RE: Rigid plywood diaphragms, Gil Brock
• Re: Garage Floor Design, SDGSE
• Re: Structural Engineer, BCainse
• Re: Rigid plywood diaphragms, T
• RE: Rigid plywood diaphragms, Mark K Gilligan
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• RE: Rigid plywood diaphragms, Sasha Itsekson
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• Re: bridge with fire-truck loading, rnester
• RE: LRFD Load Factors., Dave Meney
• RE: Rigid plywood diaphragms, Dennis S. Wish PE
• perceptible floor slopes, Mark K Gilligan
• Re: E-poxy Industries, dan914
• Fw: HOW'S YOUR DAY GOING, T
• Re: perceptible floor slopes, JDMACKPE
• Re: perceptible floor slopes, Rob Stevens
• Re: perceptible floor slopes, Jim Kestner
• Re: Brick walls on top of gable roofs, LibertyEng
• Member sizes for joists, Joe Deppe
• Re: Garage Floor Design, Randy Vogelgesang
• RE: Rigid plywood diaphragms, Roger Turk
• RE: Rigid plywood diaphragms, Christopher Wright
• Question re Post-Tensioned Wastewater Treatment Basins, Bill Polhemus
• CADD: Microstation/J: Why Isn't It Platform Independent?, Bill Polhemus
• SEAONC December Newsletter, Constantine Shuhaibar
• Re: Rw Factor, Tjb5424744
• FW: LRFD Load Factors., La Count, Curt
• Drawings of Old Steel Bridges, Majid Sarraf
• RE: Brick walls on top of gable roofs, Harold Sprague
• Re: Design fee guidelines, Ajay Ray
• RE: Tilt Up Construction & Lock Wall?, Horning, Dick/CVO

Sat Nov 21 00:42:09 GMT 1998

• RE: bridge with fire-truck loading, Harold Sprague
• Re: Tilt-Up, J. Karim Hosseinzadeh
• CHAT ROOM IS OPEN, Shafat Qazi
• Re: FW: LRFD Load Factors., Jim Kestner
• RE: ASCE vs AWWA, Horning, Dick/CVO
• Re: SEAONC December Newsletter, Shipp John G
• RE: Fire Wall, Partrick, Ted
• LRFD Load Factors, Jim Kestner
• Re: Garage Floor Design, GRileyPE
• Re: Rigid plywood diaphragms, ErnieNSE
• RE: Garage Floor Design, Henry David Kim - VECO
• Re: Garage Floor Design, ErnieNSE
• Re: Rigid plywood diaphragms, WydeAngle
• Re: Bulding structures on roller froundationsw, WydeAngle
• Re: Brick walls on top of gable roofs, WydeAngle
• Re: ASCE vs AWWA, Robert P. KAZANJY
• Re: Rigid plywood diaphragms, Mlcse
• Re: LRFD Load Factors., Paul Ransom
• punching shear and seismic compatibility moments, Nick Arenson
• Mander et al: Stress - Strain Relations for Confined Concrete, Eddie Gonzalez
• Calif.& Illinois SE available to work in virtual office, BParker12
• RE: Question re Post-Tensioned Wastewater Treatment Basins, Harold Sprague
• RE: Fire Wall, WILLIAM R. KEEN
• perceptible floor slopes, Chuck Ignatz
• Fire Wall, Roger Davis
• Re: perceptible floor slopes, JDMACKPE
• Re: Member sizes for joists, RDAHLMANN
• Re: lateral load, William Nelson
• Rw Factor, LAMPSMITH
• Re: CBC Vs. UBC Do I need another Code?, Tjb5424744
• RE: Fire Wall, Bouffard, Tom
• Re: Garage Floor Design, Neno Grguric
• Re: CADD: Microstation/J: Why Isn't It Platform Independent?, Jeff Phillips
• Re: Garage Floor Design, donn wooldridge
• RE: CADD: Microstation/J: Why Isn't It Platform Independent?, Bill Polhemus
• SNAP, Jack EEO
• Copyright Information, Roger Turk
• RE: SEAONC December Newsletter, Andrzej Kaliszuk
• Re: Garage Floor Design, Randy Vogelgesang
• Drilled Pier Question, RJConley
• Fw: Mander et al: Stress - Strain Relations for Confined Concrete, T. Eric Gillham PE
• Fw: SNAP, T. Eric Gillham PE

Sun Nov 22 00:05:36 GMT 1998

• Re: perceptible floor slopes, John Schwarz
• Re: Garage Floor Design, SDGSE
• RE: Garage Floor Design, Henry David Kim - VECO
• RE: Rigid plywood diaphragms, Charles Greenlaw
• Re: Rigid plywood diaphragms, Dgmurphy
• Re: Rigid plywood diaphragms, BCainse
• RE: CBC Vs. UBC Do I need another Code?, Dennis S. Wish PE
• RE: CADD: Microstation/J: Why Isn't It Platform Independent?, RAOUL TURNIER
• Re: Member sizes for joists, Phil Hodge
• Re: Rigid plywood diaphragms, Rhkratzse
• RE: Rigid plywood diaphragms, Sasha Itsekson
• RE: Rw Factor, Sasha Itsekson
• RE: Drilled Pier Question, Robert Rollo
• Re: Garage Floor Design, Randy Vogelgesang
• STRENGTHENING EXIST. GIRDER/BEAMS BY KNEE BRACES, TahirQ
• Re: STRENGTHENING EXIST. GIRDER/BEAMS BY KNEE BRACES, Majid Sarraf
• Re: lateral load to Dave Anderson, Tjb5424744
• Re: Rw Factor, Tjb5424744

Mon Nov 23 00:56:01 GMT 1998

• Re: lateral load to Dave Anderson, BCainse
• Re: Rigid plywood diaphragms, Mlcse
• Fw:, T
• Re: lateral load to Dave Anderson, Christopher Wright
• Structural Analysis & Design, Noel Stanford
• Re: perceptible floor slopes, rnester
• Re: Garage Floor Design, SDGSE
• Re: Structural Analysis & Design, Phil Hodge
• Re: Archives?, Fountain Conner
• RE: lateral load to Dave Anderson, Harold Sprague
• Re: Archives?, CanitzCF
• Re: perceptible floor slopes, Donald L. Carr
• Re: Garage Floor Design, Roger Turk
• Re: Structural Analysis & Design, Jim Kestner
• RE: Wind damaged residences - ASTM std for glazing?, James Cohen
• FW: FEMA/ASCE SEEK INPUT FOR SEISMIC REHAB PRESTANDARD, Smith, Ted
• Homebuyers Association, fturner
• Chat Rooms are empty, Shafat Qazi
• Re: perceptible floor slopes, Jill T. Shuttleworth, P.E. S.E.
• FW: punching shear and seismic compatibility moments, Kravets, Pavel
• Steel at elevated temperatures, Bohm, Gabriel
• RE: Steel at elevated temperatures, Horning, Dick/CVO
• 1999 Rose Bowl, Caldwell, Stan
• RE: lateral load to Dave Anderson, Bill Cain, S.E.
• CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Bill Polhemus
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Harold Sprague
• Re:Drilled Pier Question, tbenson
• Rigid diaphragm Spreadsheet, Dennis S. Wish PE
• Re: Drilled Pier Question, Randy Russ
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Bill Polhemus
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Mike Brown
• Re: Steel at elevated temperatures, Christopher Wright

Tue Nov 24 00:05:49 GMT 1998

• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Bill Polhemus
• RE: lateral load to Dave Anderson, Christopher Wright
• INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• RE: Structural Analysis & Design, Bill Polhemus
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Horning, Dick/CVO
• Re: Structural Analysis & Design, Bisarya
• Lateral Restraint for tall column, jbotch
• Re: Structural Analysis & Design, Joseph Grill
• RE: Structural Analysis & Design, Ecengrs
• Re: Garage Floor Design, SDGSE
• gusset plates, prosteel
• FEMA/ASCE SEEK INPUT FOR SEISMIC REHAB PRESTANDARD, FEMCCLURE
• FEMA/ASCE SEEK INPUT FOR SEISMIC REHAB PRESTANDARD, FEMCCLURE
• Re: Structural Analysis & Design, Byron Benson
• Re: Lateral Restraint for tall column, Daniel J. Huntington
• Re: perceptible floor slopes, Donald L. Carr
• Re: INTERNET: Mailing List for Texas Structural Engineering, Phil Hodge
• Re: INTERNET: Mailing List for Texas Structural Engineering, Michael Donoghue
• 97 UBC Adoption date, Debby Hight
• Re: INTERNET: Mailing Lists, Dave Handy
• FW: Lateral Restraint for tall column, La Count, Curt
• Re: Lateral Restraint for tall column, Reidar Bjorhovde
• RE: Drawings of Old Steel Bridges, Horning, Dick/CVO
• RE: STRENGTHENING EXIST. GIRDER/BEAMS BY KNEE BRACES, Horning, Dick/CVO
• RE: Structural Analysis & Design, Baltar, Joseph P SPK
• Re: 97 UBC Adoption date, Eddie Gonzalez
• RE: INTERNET: Mailing List for Texas Structural Engineering, Dennis S. Wish PE
• Re: 97 UBC Adoption date, Robert J Bossi, PE
• RE: Structural Analysis & Design -Reply, Abe Knapp
• RE: Structural Analysis & Design, Bill Cain, S.E.
• RE: INTERNET: Mailing Lists, Bill Polhemus
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Bill Polhemus
• RE: Structural Analysis & Design, Bill Polhemus
• RE: INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• RE: INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• New SEAint Committee, Dennis S. Wish PE
• Re[2]: 97 UBC Adoption date, Rick . Drake
• RE: INTERNET: Mailing List for Texas Structural Engineering, Dennis S. Wish PE
• RE: INTERNET: Mailing List for Texas Structural Engineering, varma
• RE: INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• Re: gusset plates, J. Karim Hosseinzadeh
• RE: Structural Analysis & Design, Dave Morris
• RE: Structural Analysis & Design, Baltar, Joseph P SPK
• RE: Structural Analysis & Design -Reply, Abe Knapp
• ANNOUNCEMENT: Texas Structural Engineers Email Discussion List, Bill Polhemus
• Re: INTERNET: Mailing List for Texas Structural Engineering, Michael Donoghue
• RE: INTERNET: Mailing List for Texas Structural Engineering, Dennis S. Wish PE

Wed Nov 25 00:08:44 GMT 1998

• RE: INTERNET: Mailing List for Texas Structural Engineering, Shafat Qazi
• RE: INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• RE: INTERNET: Mailing List for Texas Structural Engineering, Bill Polhemus
• Nevada Engineers, FrankGla
• CALL FOR PAPERS, Shafat Qazi
• Re: CBC Vs. UBC Do I need another Code?, David Carpenter
• Thanksgiving Day, Jose M. Mendez, P.E.
• gauge of material, howard black
• RE: Thanksgiving Day, Germaine, Bob/CVO
• RE: Structural Analysis & Design, Dave Morris
• Re: INTERNET: Mailing Lists, Ray A. Pixley
• Re: Structural Analysis & Design -Reply, Leonid Shectman
• RE: gauge of material, Dennis S. Wish PE
• RE: Thanksgiving Day, Dennis S. Wish PE
• RE: gauge of material, Horning, Dick/CVO
• Re: gauge of material, Nd1942
• Re: gauge of material, CanitzCF
• RE: INTERNET: Mailing Lists, Dennis S. Wish PE
• RE: INTERNET: Mailing Lists, Dennis S. Wish PE
• Re: perceptible floor slopes, Rhkratzse
• Re: INTERNET: Mailing Lists, Barry H. Welliver
• In search of C.K. Wang - Author/S.E, jerome . tan
• Re: Nevada Engineers, RLFOLEY
• Re: Re[2]: 97 UBC Adoption date, Rhkratzse
• Turkey Poem - from Rick Audra Ranous, Rick Audra Ranous
• Fw: gusset plates, prosteel
• base plate bending, prosteel
• RE: INTERNET: Mailing Lists, Dennis S. Wish PE
• Mailing List for Texas Structural Engineering, Roger Davis
• Re: In search of C.K. Wang - Author/S.E, Bill Polhemus
• RE: gauge of material, Robert Rollo
• RE: gauge of material, WILLIAM R. KEEN
• FEM modeling of roof diaphragms, Leonard_De_Rooy
• Re: base plate bending, Reidar Bjorhovde
• FEMA/ASCE prestandard, David Choi
• DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", Robert Rogers
• Re: 97 UBC Adoption date, Robert J Bossi, PE
• RE: In search of C.K. Wang - Author/S.E, Caldwell, Stan
• Re: CBC Vs. UBC Do I need another Code?, Robert J Bossi, PE
• RE: In search of C.K. Wang - Author/S.E, Jerry D. Coombs
• RE: DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", Horning, Dick/CVO
• Re: DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", Jim Kestner
• FW: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Sasha Itsekson
• RE: gauge of material, Christopher Wright
• Re: lateral load to Dave Anderson, Tjb5424744
• Re: 97 UBC Adoption date to Debbie et al, Tjb5424744
• Re: Re[2]: 97 UBC Adoption date - 2000 IBC, Tjb5424744
• Re: CBC Vs. UBC Do I need another Code?, Tjb5424744
• Re: gauge of material, Tjb5424744
• Re: base plate bending, Tjb5424744
• RE: gauge of material, Horning, Dick/CVO
• RE: INTERNET: Mailing Lists, Bill Polhemus
• Re: Lateral Restraint for tall column, Rafael Sabelli
• Re: FEM modeling of roof diaphragms, J. Strua
• Deck Support, Trobridge, Bruce
• Christmas Trees :), Lynn
• RE: Deck Support, Bill Polhemus
• Re: Deck Support, Jim Kestner
• Tie Beams, Dennis S. Wish PE
• RE: Deck Support, Jerry D. Coombs
• RE: Lateral Restraint for tall column, Yang, Liao/ANC
• RE: Deck Support, Lars Holte
• Re: Christmas Trees :), mosbacher dave
• Re: Re[2]: 97 UBC Adoption date - 2000 I, Roger Turk
• RE: CONCRETE: Steel Fiber Reinforced Concrete (SFRC)`, Mark E. Deardorff
• Re: Tie Beams, J. Karim Hosseinzadeh
• RE: base plate bending, Dave Meney
• Re: Deck Support, J. Karim Hosseinzadeh

Thu Nov 26 00:46:27 GMT 1998

• Re: Deck Support, Kenneth Tarlow
• RE: Deck Support, Alex C. Nacionales
• Re: 97 UBC Adoption date, Rhkratzse
• RE: Tie Beams, Dennis S. Wish PE
• Re: DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", donn wooldridge
• Re: DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", donn wooldridge
• Re: FEM modeling of roof diaphragms, Christopher Wright
• Re: Tie Beams, J. Karim Hosseinzadeh
• Re: Christmas Trees :), donn wooldridge
• RE: Tie Beams, Dennis S. Wish PE
• Re: Christmas Trees :), jbotch
• Fw: base plate bending, prosteel
• Clinton's Turkey!, Bill Polhemus
• Re: INTERNET: Mailing Lists, Ray A. Pixley
• Re: DESIGN / ANALYSIS TREATMENT OF "HAIRPIN CONNECTIONS", John Schenne
• Re: Tie Beams, SCHFUN
• RE: INTERNET: Mailing Lists, Dennis S. Wish PE
• Re: Fw: base plate bending, Reidar Bjorhovde

Fri Nov 27 02:38:27 GMT 1998

• Bridge Analysis Program, Ben Huh
• RE: Bridge Analysis Program, Noel Stanford
• Re: Bridge Analysis Program, Bill Polhemus
• Re: INTERNET: Mailing Lists, Dave Cassel
• Re: INTERNET: Mailing Lists, Dave Cassel
• Re: INTERNET: Mailing Lists, BCainse
• lrfd vs eurocode, prosteel
• RE: Christmas Trees :), Trobridge, Bruce
• Re: Christmas Trees :), Lynn
• Re: Christmas Trees :), Joshua Matthews
• RE: INTERNET: Mailing Lists, Andrew Goh
• Re: INTERNET: Mailing Lists, Bill Polhemus
• RE: Christmas Trees :), Juan Constantinidis

Sat Nov 28 00:37:16 GMT 1998

• Re: 97 UBC Adoption date, ParkerSCal
• Re: Re[2]: 97 UBC Adoption date - 2000 I, ParkerSCal
• Re: Bridge Analysis Program, Garrick Goldenberg
• Spreadsheet, Jorge Manuel Ramos
• RE: Spreadsheet, Dennis S. Wish PE
• CSA S304.1-94, Dave Handy
• Re: Bridge Analysis Program, João R. de Lima

Sun Nov 29 04:01:28 GMT 1998

• Re: CSA S304.1-94, Scott MacDonald
• RE: Bulding structures on roller froundationsw, rodrigo lema
• Re: CSA S304.1-94, nmoore
• Re: Christmas Trees :), Phil Hodge
• RE: CSA S304.1-94, Dave Handy

Mon Nov 30 14:23:17 GMT 1998

• Re: Bridge Analysis Program, Fabio Sanchez-Duran (Fabio Sanchez-Duran)
• RE: Christmas Trees :), Harold Sprague
• Re: 97 UBC Adoption date to Debbie et al, Debby Hight
• RE: 97 UBC Adoption date to Debbie et al, Patrick Buscovich
• ANN: StrucTX Mailing List for Structural Engineering Practice in Texas, Bill Polhemus

Tue Dec 01 00:06:06 GMT 1998

• Fire rate TS, Mike Brown
• [no subject], T
• SEAONC Computer Forum on December 10th - Seismic Analysis Case Studies, S P Singh
• Re: Fire rate TS, prosteel
• Re:, Raymund Bumalay
• ARBED Address for Fire rate TS, Nils Clemmetsen
• Re: Fire rate TS, Jim Price
• Re: Bridge Analysis Program, J. Strua
• Re: Bridge Analysis Program, J. Strua
• Re:, T
• California Codes, Richard_Young
• Re: Fire rate TS, Charlie Carter
• Response to FEMA/ASCE seek input, Janiele Maffei
• RE: Fire rate TS, Harold Sprague
• Specification For Coil Threaded Rod, Brent Koch

Wed Dec 02 05:20:12 GMT 1998

• Chat Room, raranous
• Chat Room, raranous
• autocad draftsperson needed asap, GRileyPE
• This is a Test - Please delete, Yank2002
• Quite Phases, Shafat Qazi
• Re: Quite Phases, Yank2002
• L.A. Forensic Expert wanted, Harris3803
• Re: Quite Phases, BRBATES
• BSSC Annual Meeting, Claret Heider
• RE: Quite Phases, Bill Cain, S.E.
• Mass irregularity, Bart Needham
• Min. masonry reinf, Bill Sherman
• Re: Mass irregularity, Edwin Schmeckpeper
• RE: Min. masonry reinf, Robert Rollo
• Re: Min. masonry reinf, donn wooldridge
• Diaphragm Chords, Jim Kestner
• Re: Min. masonry reinf, FrankGla
• RE: Diaphragm Chords, seaint-return
• RE: Diaphragm Chords, Robert Rollo
• RE: Min. masonry reinf, Harold Sprague
• Re: Diaphragm Chords, Jim Kestner
• RE: Diaphragm Chords, Harold Sprague
• Re: Diaphragm Chords, Jim Kestner

Thu Dec 03 00:02:04 GMT 1998

• RE: Diaphragm Chords, Harold Sprague
• Properties of SA508 Class III steel, AnandNene
• Wood Beam Repairs, ASLCSE
• Re: Diaphragm Chords, ASLCSE
• RE: Properties of SA508 Class III steel, Horning, Dick/CVO
• What's New at SEAOC, Mark E. Deardorff
• Re: Wood Beam Repairs, Jeff Smith
• RE: Wood Beam Repairs, Dennis S. Wish PE
• Re: Mass irregularity, William Nelson
• Re: pit ramp, Walkleypa
• Re: Wood Beam Repairs, Bruce Pooley
• Re: Mass irregularity, Bill Koenig
• Re: pit ramp, Roger Turk
• Re: Diaphragm Chords, Bill Sherman
• Re: Diaphragm Chords, Charles Greenlaw

Fri Dec 04 02:42:52 GMT 1998

• waterproofing, eric geier
• Re: waterproofing, donn wooldridge
• Re: Min. masonry reinf, Mlcse
• Re: Min. masonry reinf, donn wooldridge
• Re: Diaphragm Chords, Joe & Jeannie Ferguson
• Correction to announcement of BSSC annual meeting, Claret Heider
• pit ramp, Roger Davis
• Re: Diaphragm Chords, Jim Kestner
• Re: waterproofing, Parkerres
• A little bridge humor, Parkerres
• Re: Min. masonry reinf, Bill Sherman
• FW: Min. masonry reinf, La Count, Curt
• Archive search, Phil Hodge
• RE: Min. masonry reinf, Harold Sprague
• OSHPD, Matt Jordan
• Re: Min. masonry reinf, Roger Turk
• Re: Min. masonry reinf, Bill Sherman
• RE: Archive search, Rick Becker
• RE: pit ramp, Pat Symons
• Re: Wood Beam Repairs, Paul Feather

Sat Dec 05 00:50:40 GMT 1998

• Adhesive anchros, Hess Engineering Inc.
• Re: waterproofing, Paul Feather
• About TIF:, cstsaur
• Re: Min. masonry reinf, Nd1942
• Re: Adhesive anchros, Nd1942
• Tilt up panel design, Mvpsc
• Sandbag homes, Nd1942
• Re: Tilt up panel design, William Nelson
• Re: Tilt up panel design, Paul Feather
• Re: Adhesive anchros, Barry H. Welliver
• Re: Min. masonry reinf, Randy Russ
• Re: Through Girder Bridge Design, Michael G Tyburski
• FW: Min. masonry reinf, La Count, Curt
• Re: Through Girder Bridge Design, Roger Turk

Sun Dec 06 00:54:27 GMT 1998

• Bill Allen, Lynn
• Re: FW: Min. masonry reinf, Mlcse
• Re: Bill Allen, GRileyPE
• Re: Min. masonry reinf, Nd1942
• Re: Through Girder Bridge Design, varma
• Re: Bill Allen, TahirQ
• SOFTWARE TO CALCULATE GIRDER DEFLECTION, TahirQ
• tilt-up, Celso Mendoza
• Re: SOFTWARE TO CALCULATE GIRDER DEFLECTION, Richard Lewis
• Re: About TIF:, donn wooldridge
• Re: Through Girder Bridge Design, Toribio Messa
• Re: Min. masonry reinf, donn wooldridge
• Re: Min. masonry reinf, donn wooldridge
• [no subject], Joseph Harouni

Mon Dec 07 03:06:48 GMT 1998

• [no subject], Sime Darby Pilipinas, Inc.
• Hope this helps Tahir, Szuchuan Chang
• Allowable Stress Design- Wind Loading, RoyLevy
• RE: Allowable Stress Design- Wind Loading, Dave Meney
• test-pls delete, pcm23
• Re: Defrag, Rlfong
• RE:, Dennis S. Wish PE
• Re: Allowable Stress Design- Wind Loading, Phil Hodge
• seaint Digest for 4 Dec 1998 -Reply, Jeff Franklin
• RE: Min. masonry reinf, Partrick, Ted
• Ron Fong's 3 seconds of Fame, fturner
• Re: Adhesive anchros, COEngineer
• [no subject], Susan Fernandez
• RE: Min. masonry reinf, Harold Sprague
• Partially grouted CMU walls in seismic areas, Chance, Acie P.
• RE: Partially grouted CMU walls in seismic areas, Harold Sprague
• Puerto Rico Structural Code, John Goodman
• RE: Min. masonry reinf, David Carpenter
• RE: Puerto Rico Structural Code, Vinson, Brian
• Re: Ron Fong's 3 seconds of Fame, Rlfong
• defrag on NT 4.0 again?!, Joseph Harouni
• RE: Min. masonry reinf, Eric Schreiner
• RE: Min. masonry reinf, reed_figley
• RE: Min. masonry reinf -Reply, John Armijo
• Re: Hope this helps Tahir, TahirQ

Tue Dec 08 00:16:01 GMT 1998

• RE: defrag on NT 4.0 again?!, Mark E. Deardorff
• Re: defrag on NT 4.0 again?!, Steve Strapac
• Glossary, "9424163 정석창"
• RE: defrag on NT 4.0 again?!, Eric Schreiner
• Re: defrag on NT 4.0 again?!, Gil Brock
• gr 75 reinforcing, Tim Terich
• "z" limit requirement, pcm23
• RE: gr 75 reinforcing, Chi, Kehshin
• Re: Partially grouted CMU walls in seismic areas, Rhkratzse
• RE: defrag on NT 4.0 again?!, Dennis S. Wish PE
• RE: Glossary, Dennis S. Wish PE
• "z" limit reinforcement, James F Fulton
• "z" limit requirement, Roger Turk
• Re: Partially grouted CMU walls in seismic areas, Parkerres
• RE: Glossary, Bill Cain, S.E.
• RE: "z" limit requirement, Horning, Dick/CVO
• RE: gr 75 reinforcing, Horning, Dick/CVO
• RE: gr 75 reinforcing, Chi, Kehshin
• RE: "z" limit requirement, James Hagensen
• RE: "z" limit requirement, Roger Turk
• Re: Glossary, Charlie Carter
• Re: "z" limit requirement, MRodrig273
• RE: gr 75 reinforcing, Horning, Dick/CVO
• RE: Partially grouted CMU walls in seismic areas, Harold Sprague
• RE: "z" limit requirement, Harold Sprague
• Re: Glossary, Rlfong
• RE: Glossary, Dennis S. Wish PE
• RE: defrag on NT 4.0 again?!, Mark E. Deardorff
• Posting Signatures, Bruce Shephard
• Sawtooth Roof, Ed Marshall
• Does you company do PML reports?, Shafat Qazi
• RE: Glossary, Roger Turk
• An Engineer's Take On Christmas, Caldwell, Stan
• Re: RE: "z" limit requirement, Michael Sloey
• RE: Does you company do PML reports?, Habibi, Mike
• RE: Does you company do PML reports?, Bruce Shephard
• UBC97 STORY DRIFT LIMITATION, Mvpsc
• RE: UBC97 STORY DRIFT LIMITATION, Mike Brown
• RE: An Engineer's Take On Christmas, Anderson Pete (ap)
• Re: Does you company do PML reports?, Kenneth Tarlow

Wed Dec 09 00:18:46 GMT 1998

• Fw: UBC97 STORY DRIFT LIMITATION, T. Eric Gillham PE
• AutoCAD R13 Background Screen Color, John Armijo
• Re: An Engineer's Take On Christmas, raranous
• Re: UBC97 STORY DRIFT LIMITATION, Kenneth Tarlow
• RE: An Engineer's Take On Christmas, Bruce Shephard
• Re: Glossary, Bill Sherman
• RE: Partially grouted CMU walls in seismic areas, Chance, Acie P.
• Re: AutoCAD R13 Background Screen Color, Bart Needham
• SEAONC Computer Forum - December 10, 1998, S P Singh
• Re: Does you company do PML reports?, Bockemohle
• Re: An Engineer's Take On Christmas, RDAHLMANN
• Re: Masonry Expansion Joints, BSmithSE
• Re: AutoCAD R13 Background Screen Color, AShao89362
• Re: UBC97 STORY DRIFT LIMITATION, "9424163 정석창"
• SEAONC Computer Forum - December 10, 1998, S P Singh
• Re: An Engineer's Take On Christmas, Claret Heider
• Re: An Engineer's Take On Christmas, Phil Hodge
• Truss Connection Design, Michael D Zaitz
• RE: An Engineer's Take On Christmas, Caldwell, Stan
• Re: An Engineer's Take On Christmas, raranous
• Re: An Engineer's Take On Christmas, Byron Benson
• Working in Puerto Rico, dodgen
• Re: Masonry Expansion Joints, Roger Turk
• Truss Connection Design, Roger Turk
• Re: AutoCAD R13 Background Screen Color -Reply, John Armijo
• RE: Masonry Expansion Joints, Harold Sprague
• Re: Does you company do PML reports?, Constantine Shuhaibar
• Re: Masonry Expansion Joints, Jim Kestner
• Re: Masonry Expansion Joints, Bill Sherman
• Re: Sawtooth Roof, Jim Kestner
• RE: Sawtooth Roof, Ed Marshall
• 97 UBC - Shearwall & Boundary Element Spreadsheet, structech
• Re: Sawtooth Roof, Jim Kestner
• RE: Sawtooth Roof, Ed Marshall

Thu Dec 10 00:59:57 GMT 1998

• RE: An Engineer's Take On Christmas, Harold Sprague
• Re: An Engineer's Take On Christmas, raranous
• Re: Masonry Expansion Joints, CanitzCF
• Re: 97 UBC - Shearwall & Boundary Element Spreadsheet, Szuchuan Chang
• Re: SEAOC 1999 convention topics, Santa Barbara, Szuchuan Chang
• Rust, Phil Hodge
• Re: Rust, Charlie Carter

Fri Dec 11 00:58:20 GMT 1998

• Re: Does you company do PML reports?, Mark D. Baker
• Re: An Engineer's Take On Christmas, MJSLAYSMAN
• Re: Rust, Lynn
• Steel Truss Joists, Structeng1
• Re: Steel Truss Joists, Phil Hodge
• Steel Truss Joists, jwoods
• Concrete Pan Joist, seaint-return
• Re: Steel Truss Joists, Kipp Martin
• steel joists, LAMPSMITH
• Timber Connections, Byron Benson
• Re:Temporary leave, David Carpenter
• Roster is on SEAONC Web Site, Constantine Shuhaibar
• SEAONC web site address, Constantine Shuhaibar
• Timber Connections, Roger Turk
• Re: steel joists, Michael D Zaitz
• railings, Mike Brown

Sat Dec 12 01:08:16 GMT 1998

• Re: railings, Jon Jelinek
• Concrete crack control, Jeff Smith
• Re: railings, Mlcse
• earthquake in STAAD-III, Boris Babovic
• RE: earthquake in STAAD-III, Vincenzo Valerio
• Re: earthquake in STAAD-III, Boris Babovic
• Re: earthquake in STAAD-III, Mark K Gilligan
• Re: earthquake in STAAD-III, Lynn
• Concrete crack control, Roger Davis
• railings, Roger Turk
• Re: Railings, Benson,Ralph
• Fwd: Re:Temporary leave, David Carpenter
• Re: railings, CanitzCF
• Re: earthquake in STAAD-III, Christopher Wright
• Re: earthquake in STAAD-III, Christopher Wright

Sun Dec 13 03:27:20 GMT 1998

• An Engineer's Take On Christmas, rodrigo lema
• Ad Hoc SEAint Web Tracking Committee - Subject Coding, Dennis S. Wish PE
• jim amhrein, rodrigo lema
• RE: Jim Amhrein, Dennis S. Wish PE
• RE: Jim Amhrein, rodrigo lema
• Re: earthquake in STAAD-III, Boris Babovic
• RE: Ad Hoc SEAint Web Tracking Committee - Subject Coding, Roger Davis
• Re: railings, Paul Ransom
• RE: Ad Hoc SEAint Web Tracking Committee - Subject Coding, Mark K Gilligan
• Re: earthquake in STAAD-III, A.M.Zaki
• RE: Ad Hoc SEAint Web Tracking Committee - Subject Coding, Dennis S. Wish PE
• Re: Jim Amhrein, RDAHLMANN

Mon Dec 14 01:33:19 GMT 1998

• Recommendations needed for low end cad software, Dennis S. Wish PE
• Re: Ad Hoc SEAint Web Tracking Committee - Subject Coding, BCainse
• Re: earthquake in STAAD-III, KIM,YOUNG-KI
• earthquake in STAAD-III, KIM,YOUNG-KI
• COMP: Lateral Pro, Bill Allen, S.E.
• Lateral Bracing of Steel Beam, Suresh
• Re: earthquake in STAAD-III, Christopher Wright
• RE: Lateral Bracing of Steel Beam, Dennis S. Wish PE
• RE: COMP: Lateral Pro, Dennis S. Wish PE
• RE: COMP: Lateral Pro, Bill Allen, S.E.
• RE: COMP: Lateral Pro, Dennis S. Wish PE
• Re: Recommendations needed for low end cad software, Barry H. Welliver
• Re: Lateral Bracing of Steel Beam, Stuart Lewis
• RE: Re:Temporary leave, Baltar, Joseph P SPK
• Re: railings, Michael D Zaitz
• Re[2]: railings, Rick . Drake
• Structural Steel from Brazil, Russia, Korea or China, Y. Henry Huang
• RE: Structural Steel from Brazil, Russia, Korea or China, Harold Sprague
• RE: Structural Steel from Brazil, Russia, Korea or China, Serroels, Chris/SAC
• Conc 14 Kips Deadman foundation info needed, Dennis S. Wish PE
• Temporary Removal, Christy
• RE: Conc 14 Kips Deadman foundation info needed, Harold Sprague
• OSHA stairs, Bill Sherman
• RE: Conc 14 Kips Deadman foundation info needed, Vincenzo Valerio
• Re: Lateral Bracing of Steel Beam, Charlie Carter
• Breakaway connections at fire separation walls, WILLIAM R. KEEN
• RE: Conc 14 Kips Deadman foundation info needed, Dennis S. Wish PE
• RE: Conc 14 Kips Deadman foundation info needed, WILLIAM R. KEEN
• Concrete crack control, Tom . Hunt
• RE: Conc 14 Kips Deadman foundation info needed, Bill Cain, S.E.
• Re: Structural Steel from Brazil, Russia, Korea or China, Jose Inacio Dantas
• RE: OSHA stairs, Harold Sprague
• RE: OSHA stairs, Ed Marshall

Tue Dec 15 00:22:43 GMT 1998

• constants materials, Juan Manuel Sandoval Leal
• Re: Conc 14 Kips Deadman foundation info needed, GRileyPE
• "re-use" fees, GRileyPE
• Re: "re-use" fees, Shafat Qazi
• Re: "re-use" fees, donn wooldridge
• Re: Concrete crack control, Randy Russ
• Re: "re-use" fees, GRileyPE
• Re: "re-use" fees, Lynn
• Re: OSHA stairs, donn wooldridge
• Re: "re-use" fees, donn wooldridge
• [no subject], prosteel
• RE:, Str: Steffen Schuetze
• Re: "re-use" fees, SEAInt Admin
• RE: "re-use" fees, Dennis S. Wish PE
• Re: "re-use" fees, jerome . tan
• Use of Side Friction to Resist Overturning - Spread Footing, Robert Rogers
• RE: constants materials, Vincenzo Valerio
• Re: constants materials, Timothy Eric Elliott
• Re: Conc 14 Kips Deadman foundation info needed, Rob Stevens
• RE: Use of Side Friction to Resist Overturning - Spread Footing, Benson,Ralph
• Re: earthquake in STAAD-III, Boris Babovic
• Re: Use of Side Friction to Resist Overturning - Spread Footing, Christopher Wright
• RE: Conc 14 Kips Deadman foundation info needed, Dennis S. Wish PE
• RE: Use of Side Friction to Resist Overturning - Spread Footing, Horning, Dick/CVO
• Lateral bracing of longspan steel joists, DOLORES (DOLLY) TRIVIZ
• Re: "re-use" fees, J. Karim Hosseinzadeh
• Re: Lateral bracing of longspan steel joists, Phil Hodge
• RE: Lateral bracing of longspan steel joists, Roger Davis
• Re: Railings, Robert Kazanjy

Wed Dec 16 00:32:55 GMT 1998

• Re: earthquake in STAAD-III, KIM,YOUNG-KI
• 97 UBC RC Wall Spreadsheet Descriptions, structech
• Re: Use of Side Friction to Resist Overturning - Spread Footing, donn wooldridge
• RE: Use of Side Friction to Resist Overturning - Spread Footing, Dave Meney
• RE: constants materials, Dave Meney
• Re: Re:Temporary leave, Mr MORICE Michel
• [no subject], Mr MORICE Michel
• Wood Structure Design/Reference Book, TahirQ
• Re: Conc 14 Kips Deadman foundation info needed, Rob Stevens
• Re: Wood Structure Design/Reference Book, CanitzCF
• Re: Wood Structure Design/Reference Book, Steve Strapac
• Critical section for shear in wood beams, Suresh
• Re: Wood Structure Design/Reference Book, BCainse
• Part II: Use of Side Friction to Resist Overturning Moment, Robert Rogers
• Re: Use of Side Friction to Resist Overturning - Spread Footing, P.Rajendran
• Concrete and Oil, Mark McCormick
• RE: Wood Structure Design/Reference Book, Jerry D. Coombs
• RE: Concrete and Oil, Robert Rollo
• Re: Eucalyptus Design Values, Walkleypa
• RE:, Baltar, Joseph P SPK
• Post-Tensioned Concrete, Chanel1096
• Re: Critical section for shear in wood beams, Bruce Pooley
• RE: Wood Structure Design/Reference Book, Mike Brown
• AutoCAD AutoSave directory, John Armijo
• Re: Wood Structure Design/Reference Book, Bruce Pooley
• Re: Critical section for shear in wood beams, Parkerres
• Re:, Michael D Zaitz
• Re: Critical section for shear in wood beams, Michael D Zaitz
• FW:, La Count, Curt
• Re: Concrete and Oil, Tom . Hunt
• RE: Post-Tensioned Concrete, Benson,Ralph
• Re: Post-Tensioned Concrete, Kenneth Tarlow
• RE: Concrete and Oil, STONE HOLLY (DirSynchAgent)
• Re: Concrete and Oil, LZeiter
• Re: Post-Tensioned Concrete, Mark Nienberg
• Re: OSHA stairs, Bill Sherman
• acoustical steel deck, Dave Handy
• RE: Concrete and Oil -Reply, John Armijo
• Re: AutoCAD AutoSave directory, SDGSE
• Wood Structure Design/Reference Book, Roger Turk
• Critical section for shear in wood beams, Buddy Showalter

Thu Dec 17 00:35:34 GMT 1998

• Roof Blocking, Serroels, Chris/SAC
• RE: Wood Structure Design/Reference Book, Steve Strapac
• Re: Structural Analysis Tools, news.ubc.eduret
• Structural Silicone, Walter Sheen Paoli
• Re: Fw:, Karen Medved & Rob Rodgers
• RE: Roof Blocking, Dennis S. Wish PE
• Re: Structural Analysis Tools, Szuchuan Chang
• Re: Roof Blocking, P. & S. Guthrie
• Re: AutoCAD AutoSave directory, AShao89362
• A Good Masonry Course, LtTang
• Fw:, prosteel
• RE: Structural Silicone, Angelotti, David M.
• RE: A Good Masonry Course, Roger Davis
• re : Concrete and Oil, Daniel A. Estabrooks
• Re: Ad Hoc SEAint Web Tracking Committee - Subject Coding, ErnieNSE
• Re: Post-Tensioned Concrete, Juan C. Gray
• 1956 to 1960 California Sierra Snow Loads, Robert_DuPlaine
• Re: A Good Masonry Course, Constantine Shuhaibar
• RE: Structural Silicone, Walter Sheen Paoli
• SEAONC January Newsletter, Constantine Shuhaibar
• RE: Structural Silicone, Angelotti, David M.
• Crane Columns and Girders, Argue & Associates
• RE: Crane Columns and Girders, Ed Marshall
• page designer, Brad Friederichs
• RE: Ad Hoc SEAint Web Tracking Committee - Subject Coding, Dennis S. Wish PE

Fri Dec 18 02:24:20 GMT 1998

• RE: Eucalyptus Design Values, rodrigo lema
• RE: Eucalyptus Design Values, Dave Meney
• Re: SEAONC January Newsletter, Suresh
• I need some assistance, raranous
• re : Concrete and Oil, Mark McCormick
• RE: re : Concrete and Oil, Robert Rollo
• need assistance, Rick Ranous
• WOOD RIGID DIAPHRAGM RESIDENTIAL UBC 1628.5, merrick group
• RE: Need "Flitch-plate" design example -Reply, Peter Kim
• Re: Need "Flitch-plate" design example -Reply, Peter Kim
• Re:Split Rings -Reply, Peter Kim
• Re: "re-use" fees -Reply, Peter Kim
• Re: Need "Flitch-plate" design example -Reply, Peter Kim
• RE: BUSINESS: Filing Systems (for paper) -Reply, Peter Kim
• Re: WOOD MOMENT FRAMES -Reply, Peter Kim
• New Earthquake Web page -Reply, Peter Kim
• COMP: FAT 32 on NT -Reply, Peter Kim
• RE: New Win 98 Questions -Reply, Peter Kim
• Re: ACAD v.10 -Reply, Peter Kim
• RE: New Win 98 Questions -Reply, Peter Kim
• RE: Prescriptive Residential Construction Vs New Design Standards; Curee-Caltech Project -Reply, Peter Kim
• test- please delete, Nick Arenson
• Re: Metal Deck Diaphragms with Self-Drilling Screws -Reply, Peter Kim
• RE: Mechanical Properties of Marble -Reply, Peter Kim
• Re: Composite Action in Load Bearing Walls -Reply, Peter Kim
• Re: factory-made roof trusses -Reply, Peter Kim
• RE: Microsoft -Reply, Peter Kim
• Residential Engineers and Architects Council on Housing -Reply, Peter Kim
• Re: Depositions -Reply, Peter Kim

Sat Dec 19 00:04:55 GMT 1998

• Re: Need "Flitch-plate" design example -Reply, Peter Kim
• RE: COMP: DesignJet 600 Plotter on a COM port -Reply, Peter Kim
• Re: wood adhesives / GLB cracks -Reply, Peter Kim
• Re: FOS for Overturning -Reply, Peter Kim
• ENERCALC Software / StaadPro -Reply, Peter Kim
• Re: Residential Engineers and Architects Council on Housing -Reply, Peter Kim
• Re: factory-made roof trusses -Reply, Robert_DuPlaine
• factory-made roof trusses -Reply, Peter Kim
• Re: robertson steel decking -Reply, Peter Kim
• Re: FW: seismic loads on post tensioned conc parking structures -Reply, Peter Kim
• Re: Steel Truss Joists -Reply, Peter Kim
• RE: Need "Flitch-plate" design example -Reply, Peter Kim
• timber rivets -Reply, Peter Kim
• Re: Depositions II -Reply, Peter Kim
• RE: WOOD RIGID DIAPHRAGM RESIDENTIAL UBC 1628.5, Dennis S. Wish PE
• RE: Wood - replacing sill plate of bearing shear walls -Reply, Peter Kim
• Re: Wall weight in base shear computation -Reply, Peter Kim
• RE: Mechanical Properties of Marble -Reply, Peter Kim
• RE: New Win 98 Questions -Reply, Peter Kim
• Re: factory-made roof trusses -Reply, Peter Kim
• NEW LIST SERVER -Reply, Peter Kim
• Re: Computer Address Book -Reply, Peter Kim
• Re: Steel moment frame connections -Reply, Peter Kim
• Re: Analysis Standards - Nomenclature? -Reply, Peter Kim
• RE: Steel Column Base Plates -Reply, Peter Kim
• Re: Heating mat in concrete slab -Reply, Peter Kim
• RE: MBMA preengr bldgs -Reply, Peter Kim
• WFCM -Reply, Peter Kim
• RE: KANT Anchors -Reply, Peter Kim
• AEI: The Architectural Engineering Institute -Reply, Peter Kim
• RE: Mechanical Properties of Marble -Reply, Robert_DuPlaine
• RE: Future of CA's Field Act - Seismic Safety for Public Schools -Reply, Peter Kim
• Fw: Application of 3Rw/8 - How to apply -Reply, Peter Kim
• Re: ACAD v.10 -Reply, Peter Kim
• RE: Lag screws -Reply, Peter Kim
• Re: Residential Engineers and Architects Council on Housing -Reply, Peter Kim
• wood solutions fair -Reply, Peter Kim
• Re: Light Guage Framing Connections -Reply, Peter Kim
• Re: factory-made roof trusses -Reply, Peter Kim
• College of Fellows -Reply, Peter Kim
• RE: New Win 98 Questions -Reply, Peter Kim
• Re: Wood - replacing sill plate of bearing shear walls -Reply, Peter Kim
• RE: Need "Flitch-plate" design example -Reply, Peter Kim
• peter kim's messages, Nick Arenson
• Re: Wood - replacing sill plate of bearing shear walls -Reply, Peter Kim
• Re: Computer Address Book (Microsoft Fax ) -Reply, Peter Kim
• RE: CMU Lintels -Reply, Peter Kim
• Re: Computer Address Book -Reply, Peter Kim
• Re: peter kim's messages, ROBERT FENNEMA
• WELCOME -Reply, Peter Kim
• RE: Epoxy Anchor -Reply, Peter Kim
• Re: I do not understand .... -Reply, Peter Kim
• Response to MSSROLLO on Trusses by WTCA -Reply, Peter Kim
• Windows 98 vs. Windows NT (4.0 or pending 5.0) -Reply, Peter Kim
• plywood shearwall nail slip values -Reply, Peter Kim
• Re: Structural Software -Reply, Peter Kim
• Overdriven nails -Reply, Peter Kim
• English / German / Italian / Portuguese / Spanish / Translation web site -Reply, Peter Kim
• RE: BUSINESS: Filing (scanning) Systems (for paper) -Reply, Peter Kim

Sun Dec 20 03:10:06 GMT 1998

• Computer Program-Restrained Slabs, Brad Friederichs
• soils and geotechnical engineering firms -Reply, Peter Kim
• Re: Computer Program-Restrained Slabs, David & Brenda Handy
• Re: peter kim's messages, Chanel1096
• Epoxy Anchor -Reply, Peter Kim
• Re: Epoxy Anchor -Reply, P.Rajendran
• Factory Made Trusses -Reply, Peter Kim
• Re: peter kim's messages, P.Rajendran
• Re: Plywood Sheathing -Reply, Peter Kim
• RE: windows (several) v.s. linux -Reply, Peter Kim
• PE regulations world wide, Sassan Parhizgari
• Re: Factory made trusses -Reply, Peter Kim
• Re: PE regulations world wide, CanitzCF
• Re: PE regulations world wide, Robert Fennema, P.E.
• Seismic Safety for University of California Buildings -Reply, Peter Kim
• Re: Plywood shear wall, nailing, deflection -Reply, Peter Kim
• RE: Powder Actuated Fasteners -Reply, Peter Kim
• RE: Partially rigid connection design -Reply, Peter Kim

Mon Dec 21 00:42:08 GMT 1998

• Re: corrision of prestressing strands -Reply, Peter Kim
• Construction Admin. Electronic and Paper File Systems, Nick Arenson
• Epoxy and Welding, John F. Jones
• Re: peter kim's messages, Lynn
• Re: Epoxy and Welding, Lynn
• RE: "Flitch-plate" design -Reply, Peter Kim
• Re: peter kim's messages, Robert McGhie
• Re: ACAD v.10 -Reply, Peter Kim
• Re: Depositions -Reply, Peter Kim
• Re: fema 267 -Reply, Peter Kim
• Re: New Win 98 Questions -Reply, Peter Kim
• Re: Continuity ties -Reply, Peter Kim
• Re: STEEL JOIST INFORMATION -try Vulcraft -Reply, Peter Kim
• Re: Pier ties per 1921.4.4.1 UBC -Reply, Peter Kim
• Re: Bolt Pre-Tensioning -Reply, Peter Kim
• Re: Steel: Moment Connections -Reply, Peter Kim
• Re: Continuity ties -Reply, Peter Kim
• Reply to A. Roger Turk's Comments on Period Calculation for One Story Building -Reply, Peter Kim
• RE: Enercalc Reinforced Concrete Beam design -Reply, Peter Kim
• Re: Questions about Residential design and 1997 UBC -Reply, Peter Kim
• Re: Computer Program-Restrained Slabs, Jim Kestner
• Re: Epoxy and Welding, Michael Donoghue
• Re: Masonry reinf size, Joe & Jeannie Ferguson
• Snow Drifting Provisions, Jim Kestner
• RE: Epoxy and Welding, Harold Sprague
• RE: Design fee guidelines -Reply, Peter Kim
• Re: Computer Program-Restrained Slabs, Milo Ketchum
• Re: Snow Drifting Provisions, Ed . Haninger
• RE: Structural Silicone, Angelotti, David M.
• Re: peter kim's messages, PEC - Lake City
• RE: PE regulations world wide, Juan Constantinidis
• Retrofit of Existing RC Spread Footings for Additional Loads, Robert Rogers
• RE: Snow Drifting Provisions, Bouffard, Tom
• Rw Question, Tarek Mokhtar
• RE: Computer Address Book (Microsoft Fax ) -Reply, Peter Kim
• RE: Retrofit of Existing RC Spread Footings for Additional Loads, Vincenzo Valerio
• List server for the construction industry -Reply, Peter Kim
• Appreciative Comments -Reply, Peter Kim
• Re: factory-made roof trusses -Reply, Peter Kim
• Re: L.A. City, Division 91 -Reply, Peter Kim
• Re: Lean concrete -Reply, Peter Kim
• Re: Need "Flitch-plate" design example -Reply, Peter Kim
• RE: Prescriptive Residential Construction Vs New Design Standards ; Curee-Caltech Project -Reply, Yang, Liao/ANC
• RE: Wood Fr-Upgr : What I'll do and two more questions -Reply, Peter Kim
• Re: Retrofit of Existing RC Spread Footings for Additional Loads, Jim Kestner
• THE IDIOT, Bobeng
• Re: soils and geotechnical engineering firms -Reply, Robert_DuPlaine
• EIA/TIA-222-F Standards, Randy Russ
• Rw question, Tarek Mokhtar
• RE: Wood - replacing sill plate of bearing shear walls -Reply, Pat Symons
• EPA vs PGA, "9424163 정석창"
• RE: EIA/TIA-222-F Standards, Benson,Ralph
• Re: EIA/TIA-222-F Standards, RoyLevy

Tue Dec 22 00:10:00 GMT 1998

• Re: MR RLK, Kenneth Tarlow
• RE: Computer Program-Restrained Slabs, Vincenzo Valerio
• Re: Roof Blocking, Joe & Jeannie Ferguson
• Re: Retrofit of Existing RC Spread Footings for Additional Loads, Eddie Gonzalez
• Re: Retrofit of Existing RC Spread Footings for Additional Loads, Ing. Civil Carlos G. García T.
• Kim's Annoying Auto-posts, Brent Koch
• RE: THE IDIOT, Kim, Henry D.
• RE: peter kim's messages, Robert Rollo
• Re: Epoxy and Welding, Paul Feather
• Re: EIA/TIA-222-F Standards, nmoore
• Re: THE IDIOT, Shafat Qazi
• Re: THE IDIOT ... IDIOT, Yank2002
• Re: Computer Program-Restrained Slabs, Yank2002
• EIA/TIA-222-F Standards -Reply, John Armijo
• Re: Peter Kim, J. Karim Hosseinzadeh
• [no subject], Pat Symons
• Special Inspection for cladding?, Sandy Pringle
• Re: 1956 to 1960 California Sierra Snow Loads, Bart Needham
• Re: "re-use" fees -Reply, Chris Lillback
• RE: EIA/TIA-222-F Standards, Larry Simonetti
• RE: PE regulations world wide, Dave Meney
• Re: peter kim's messages, Geoffrey G. Melchor
• Re: EIA/TIA-222-F Standards, Chanel1096
• RE: Snow Drifting Provisions, Kim, Henry D.
• Re: peter kim's messages, edward g. li
• Queries on ASD, John Smith
• Re: Snow Drifting Provisions, JDMACKPE
• vacation autoreply MAIL BOMBING happens! Can we stop the next one?, Rlfong
• Russian design firms, Timur Faizov
• Re: peter kim's messages, P.Rajendran
• Re: EIA/TIA-222-F Standards, Robert Rogers
• Peter Kim, Michael D Zaitz
• Unbraced length issues, Michael D Zaitz
• Re: Retrofit of Existing RC Spread Footings for Additional Loads, Byron Benson
• RE: Retrofit of Existing RC Spread Footings for Additional Loads, Vincenzo Valerio
• RE: peter kim's messages, Do, Khoi K
• Re: Retrofit of Existing RC Spread Footings for Additional Loads, Byron Benson
• Aftereffects of P.Kim's messages, Yank2002
• RE: EIA/TIA-222-F Standards, Vinson, Brian
• Re: Aftereffects of P.Kim's messages, John Schwarz
• Post-a-thon, John Schwarz
• Queries on ASD, Allen Adams
• RE: THE IDIOT ... IDIOT, Kim, Henry D.
• Re: Queries on ASD, Charlie Carter
• Re: Snow Drifting Provisions, Roger Turk
• Post-a-thon, Roger Turk
• vacation autoreply MAIL BOMBING happens!, Roger Turk
• RE: vacation autoreply MAIL BOMBING happens!, Horning, Dick/CVO
• RE: vacation autoreply MAIL BOMBING happens!, John Buchanan
• DRAIN 2D+, VIEW2d, DRAIN-2DX,NONLIN-Pro, Eddie Gonzalez
• Moment-Curvature Analysis Software by Priestley, Eddie Gonzalez
• Affidavit for Welding Inspector, Brad Friederichs
• RE: Affidavit for Welding Inspector, Horning, Dick/CVO
• Swimming pools, John Dewar
• Re: Affidavit for Welding Inspector, Michael Donoghue
• Fw: Moment-Curvature Analysis Software by Priestley, T. Eric Gillham PE
• Fw: DRAIN 2D+, VIEW2d, DRAIN-2DX,NONLIN-Pro, T. Eric Gillham PE
• Re: Swimming pools, Randy Russ
• Re: Fw: Moment-Curvature Analysis Software by Priestley, Eddie Gonzalez
• Swimming pools, Roger Turk

Wed Dec 23 00:04:45 GMT 1998

• Test - please delete, John Armijo
• Re: Moment-Curvature Analysis Software by Priestley, Walter Sawruk
• Re: Swimming pools, Peter Paul De Vere
• one hour fire rating, Dave Anderson
• Re: Affidavit for Welding Inspector, Christopher Wright
• Re: Swimming pools, Bobeng
• Re: Unbraced length issues, Webcarlo
• Leaving Seaint Organization, mimag
• Re: Crane Columns and Girders, P.Rajendran
• RE: Swimming pools, WILLIAM R. KEEN
• RE: Unbraced length issues, Waterman Drinkwater
• RE: Swimming pools, Juan Terrádez
• IDARC (V. 4.0, 4.1), Eddie Gonzalez

Thu Dec 24 00:07:26 GMT 1998

• Basement Wall Cracking, vicpeng
• soldier course, RDAHLMANN
• test- delete, Nick Arenson
• Re:Basement Wall Cracking, tbenson
• Re: soldier course, SDGSE
• Re: Basement Wall Cracking, P.Rajendran
• Re: Basement Wall Cracking, Jim Kestner
• Re: soldier course, Jim Kestner
• Happy Holidays, raranous
• Re: Re:Basement Wall Cracking, vicpeng
• remove from list, Katherine Blythe Alten
• FWD: remove from list, MLT
• Re: Basement Wall Cracking, WydeAngle
• Re: Swimming pools, Patrick Rodgers
• RE: Swimming pools, Caldwell, Stan
• Re: Basement Wall Cracking, vicpeng
• RE: Swimming pools, Roger Turk
• RE: Swimming pools, Roger Turk
• Re: remove from list, Steve Strapac

Fri Dec 25 01:18:27 GMT 1998

• Cold Weather and Concrete, terrence turner
• remove from list, prosteel
• (no subject), TahirQ

Sun Dec 27 02:34:57 GMT 1998

• (no subject), BILL REIFFERT
• SAP90, rodrigo lema
• [no subject], Alfredo Fernández León
• Re: SAP90, BCainse
• 1999 ICC Code Hearings, Williston L. Warren, IV - S.E.
• Re: SAP90, Bisarya

Mon Dec 28 12:26:28 GMT 1998

• RE: SAP90, Juan Terrádez
• concrete reference books, terrence turner
• steel cables, Chris Stutzki
• Re: concrete reference books, John Dewar
• RE: Cold Weather and Concrete, Kim, Henry D.
• RE: Cold Weather and Concrete, Harold Sprague
• Re: steel cables, Charlie Carter
• Re: concrete reference books, Charley Hamilton
• RE: one hour fire rating, Roger Davis
• RE:Swimming Pools, Kipp Martin
• Re[2]: steel cables, Ed . Haninger
• RE:Swimming Pools, Vince Yu
• Re: RE:Swimming Pools, Greg Smith

Tue Dec 29 00:24:18 GMT 1998

• Re: concrete reference books, Mario A. Tioli
• Re: concrete reference books, Mlcse
• Structural Drawings as Art, BRBATES
• Re: Structural Drawings as Art, LUKAS WIRYADINATA
• Fw: IDARC (V. 4.0, 4.1), T. Eric Gillham PE
• Re: Structural Drawings as, HATIM A.DAGINAWALA
• Re:, Karl O. Gretzinger
• Re: Structural Drawings as Art, Fountain Conner
• RE: Structural Drawings as Art, seaint-return
• Re: Structural Drawings as Art, Charlie Carter
• Structural Drawings as Art, Roger Turk
• Welding Anchor Bolts, John W. Bryan
• Structural Drawings as Art, HBAP
• RE: Welding Anchor Bolts, Horning, Dick/CVO
• Curved Steel Frame, Eddie Gonzalez
• RE: Affidavit for Welding Inspector, Joyce Fuss
• Re: Structural Drawings as Art, Rob Stevens
• Re: Structural Drawings as Art, Ed . Haninger
• Railing Failure, CanitzCF
• Curved Steel Frame, Roger Turk
• Re: Curved Steel Frame, Jim Kestner
• Re: Curved Steel Frame, Michael Donoghue
• Eng. Art, raranous
• Re: Structural Drawings as Art, Bruce Danziger

Wed Dec 30 00:07:49 GMT 1998

• RE: seaint Digest for 28 Dec 1998, Sasha Itsekson
• Structural Engineers are Artists!, Majid Sarraf
• Re: Curved Steel Frame, Greg Smith
• Re: Moment-Curvature Analysis Software by Priestley, Paul Feather
• Re: SAP90, Paul Feather
• Re: Affidavit for Welding Inspector, donn wooldridge
• RE: Welding Anchor Bolts, Harold Sprague
• SEAINT Virtual Committee Members needed, Dennis S. Wish PE
• RE: one hour fire rating, Roger Davis
• Re: Concrete Reference Books, LUKAS WIRYADINATA
• SAP90, rodrigo lema
• Not read messages, rodrigo lema
• What's New at SEAOC, Mark E. Deardorff
• RE: Not read messages, Mark E. Deardorff
• Windows2000, BRBATES
• RE: Windows2000, Cain, William
• RE: Windows2000, MLT
• RE: Not read messages, Roger Turk
• RE: Windows2000, Roger Turk
• Re: Welding Anchor Bolts, ECVAl3
• RE: Windows2000, Robert McGhie
• A36, A572 material model/properties., Eddie Gonzalez

Thu Dec 31 00:05:33 GMT 1998

• Re: Welding Anchor Bolts, MSSROLLO
• RE: Structural Engineers are Artists!, Dennis S. Wish PE
• Corrosion of Concrete: bicarbonates, David Taquino
• RE: Welding Anchor Bolts, Roger Davis
• Re: Corrosion of Concrete: bicarbonates, Tom . Hunt
• RE: Structural Engineers are Artists!, Trobridge, Bruce
• Re: Corrosion of Concrete: bicarbonates, Kenneth Tarlow
• EQFAULT, Hassan_Sassi
• MPL, Hassan_Sassi
• Re: MPL, Constantine Shuhaibar
• RE: Structural Engineers are Artists!, Dennis S. Wish PE
• Sanitary Structures, Chris Towne
• RE: Sanitary Structures, Horning, Dick/CVO

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