SEAINT Mail Archive 1998 (Jan-Mar)
Civil and Structural Engineering discussions by thread
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Messages: 2404
- <Possible follow-ups>
- RE: Light ga. steel publ., Silva John (sj)
- Re: Light ga. steel publ., wish
- RE: Light ga. steel publ., Silva John (sj)
- Re: Light ga. steel publ., wish
- RE: Light ga. steel publ., Silva John (sj)
- Re: Light ga. steel publ., wish
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Chang Chen
- <Possible follow-ups>
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Swaminathan Krishnan
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships,
Swaminathan Krishnan
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Rudra Nevatia
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Stewart, Warren
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, MACK2100
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, MACK2100
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Re: Rigid Diaphragms, Rudra Nevatia
- <Possible follow-ups>
- RE: Re[2]: MISC - Mill Certification/Higher Yield Stress, Lanny Flynn
- <Possible follow-ups>
- Re: Stiffness calcs for Moment Frames, Bill Allen
- Re: Stiffness calcs for Moment Frames, Kathleen A. O'Brien
- <Possible follow-ups>
- Re: File Backups, wish
- Re[2]: File Backups, Ed . Haninger
- Re: File Backups, Roger Turk
- Re: Re[2]: File Backups,
Bill Allen
- Re: File Backups, Arvel L. Williams, P.E.
- Re: File Backups, Bill Allen
- Re: File Backups, wish
- Re: File Backups, Bill Allen
- Re: File Backups, wish
- Re: File Backups, Bill Allen
- Re: File Backups, Kathleen A. O'Brien
- Re: File Backups, Kathleen A. O'Brien
- Re: File Backups, wish
- <Possible follow-ups>
- Rigid Frame Displacement, Kathleen A. O'Brien
- RE: Rigid Frame Displacement, Powers, Tony
- <Possible follow-ups>
- Correction on Structural Steel Material, Lanny Flynn
- <Possible follow-ups>
- Re: Need default passive pressure in Santa Monica, Parkerres
- Re: Need default passive pressure in Santa Monica, wish
- Re: 1962 LA BC, dennismc
- <Possible follow-ups>
- Re: 1962 LA BC -Reply, Hector Buitrago
- <Possible follow-ups>
- Re: File Backups, Zips, Compresses, etc., Bill Allen
- Re: FNDN: Residential footings considering frost depth, Dan Vines
- Re: FNDN: Residential footings considering frost depth, Harry Jones
- <Possible follow-ups>
- Re: FNDN: Residential footings considering frost depth, CanitzCF
- Re: FNDN: Residential footings considering frost depth, Resengin
- <Possible follow-ups>
- Re: Forensic Engineering Technical Group meeting, SCHFUN
- Re[2]: Forensic Engineering Technical Group meeting, James F Fulton
- Re: Re[2]: Forensic Engineering Technical Group meeting, SCHFUN
- Re: Job market in Hawaii, Randall J. Bravo, S. E.
- Re: Info about Steel CAD Software, Jeff Phillips
- <Possible follow-ups>
- Re: information needed on foundation underpinning., Jeff Smith
- Re: information needed on foundation underpinning., Resengin
- <Possible follow-ups>
- Re: Are there any John A. Martin Engineers online????, Daniel e Itzel Ulloa
- Re: good seismic book, Juan C. Gray
- <Possible follow-ups>
- Re: good seismic book, Jeff Smith
- Re: Need some URM advice, Steve Privett
- Signing mylars or vellums,
Lynn Howard
- Re: Signing mylars or vellums,
Ron Hamburger
- Re: Signing mylars or vellums, David Carpenter
- RE: Signing mylars or vellums, Paul McEntee
- Re: Signing mylars or vellums, Randall J. Bravo, S. E.
- Re: Signing mylars or vellums, Tom Chiu
- Re: Signing mylars or vellums,
Ron Hamburger
- <Possible follow-ups>
- Need some URM advice -Reply, Tim McCormick
- Re: Need some URM advice -Reply, wish
- Re: Need some URM advice, wish
- Re: Need some URM advice -Reply -Reply, Tim McCormick
- <Possible follow-ups>
- Re: Charpy Impact Test, Christopher Wright
- Charpy Impact Test, Le, Quynh
- Re: Charpy Impact Test, Christopher Wright
- RE:Charpy Impact Test, Le, Quynh
- RE:Charpy Impact Test, Christopher Wright
- <Possible follow-ups>
- RE: CFS Roof Trusses, John Cannon Jones
- RE: CFS Roof Trusses, John Cannon Jones
- <Possible follow-ups>
- RE: Shear Strength of Rivets, Powers, Tony
- Re: Shear Strength of Rivets, wish
- RE: Shear Strength of Rivets, Silva John (sj)
- Re: glass block anchorage, Daniel Del Carlo
- <Possible follow-ups>
- Re: glass block anchorage, kcasano
- Re: about an old post, dennismc
- <Possible follow-ups>
- Re: L.A./ Northridge cracked moment frames 1998, SCHFUN
- L.A./ Northridge cracked moment frames 1998 -Reply,
Tim McCormick
- Re: L.A./ Northridge cracked moment frames 1998 -Reply, Y. Henry Huang
- Re: L.A./ Northridge cracked moment frames 1998, Kathleen A. O'Brien
- Re: L.A./ Northridge cracked moment frames 1998 -Reply -Reply, Tim McCormick
- Re: L.A./ Northridge cracked moment frames 1998, SCHFUN
- Re[2]: L.A./ Northridge cracked moment frames 1998, Wira Tjong
- Re: L.A./ Northridge cracked moment frames 1998, P. & S. Guthrie
- Re: L.A./ Northridge cracked moment frames 1998, P. & S. Guthrie
- Re: MISC - Businees Advice, Lew Midlam
- <Possible follow-ups>
- MISC - Businees Advice, Roger Turk
- Re: MISC - Businees Advice, David H. Shull, Jr.
- <Possible follow-ups>
- Re: roto-hammers, masonry & city of LA, wish
- roto-hammers, masonry & city of LA -Reply, Tim McCormick
- Re: roto-hammers, masonry & city of LA, Sandy Pringle
- Re: roto-hammers, masonry & city of LA,
Jeff Smith
- Re: roto-hammers, masonry & city of LA, Bob Shilling
- Re: roto-hammers, masonry & city of LA,
Jeff Smith
- Re: roto-hammers, masonry & city of LA,
Bob Shilling
- Re: roto-hammers, masonry & city of LA, Patrick J. Quinn
- Re: roto-hammers, masonry & city of LA,
Bob Shilling
- Re: roto-hammers, masonry & city of LA, BCA SE1356
- Re: roto-hammers, masonry & city of LA, wish
- Re: roto-hammers, masonry & city of LA, Charles Greenlaw
- Re: roto-hammers, masonry & city of LA, TVD Esq
- Re: roto-hammers, masonry & city of LA, Kathleen A. O'Brien
- Re: roto-hammers, masonry & city of LA, BCainse
- SV: roto-hammers, masonry & city of LA, felix megdoud
- <Possible follow-ups>
- Re: E-mail delivery of Division 93 Retrofit Standard,
FEMCCLURE
- Re: E-mail delivery of Division 93 Retrofit Standard, NEZIH GUNAL
- Re: E-mail delivery of Division 93 Retrofit Standard, james korff
- RE: E-mail delivery of Division 93 Retrofit Standard, Silva John (sj)
- Re: E-mail delivery of Division 93 Retrofit Standard, Structeng1
- Re: E-mail delivery of Division 93 Retrofit Standard, Neno Grguric
- Re: E-mail delivery of Division 93 Retrofit Standard, T. Eric Gillham
- Re: E-mail delivery of Division 93 Retrofit Standard, swidmayer
- <Possible follow-ups>
- Re: Business License and Professional Services, Richard_Ranous/OES
- <Possible follow-ups>
- Re: E-mail delivery of Division 93 Retrofit Standards, Parkerres
- RE: E-mail delivery of Division 93 Retrofit Standards, James L Dancer
- Re: E-mail delivery of Division 93 Retrofit Standards, JChen2250
- Re: E-mail delivery of Division 93 Retrofit Standards, jmclucas
- Re: E-mail delivery of Division 93 Retrofit Standards, wish
- Re: E-mail delivery of Division 93 Retrofit Standards, mliu
- Re: E-mail delivery of Division 93 Retrofit Standards, Nick Diankov, P.E.
- E-mail delivery of Division 93 Retrofit Standards, ShirishM
- Re: INSP - Special Inspection Epoxy Anchors, Your Name
- <Possible follow-ups>
- Re: INSP - Special Inspection Epoxy Anchors, wish
- INSP - Special Inspection Epoxy Anchors -Reply, Tim McCormick
- Re: INSP - Special Inspection Epoxy Anchors,
Sandy Pringle
- Re: INSP - Special Inspection Epoxy Anchors, Theodore H. Partrick, Jr.
- <Possible follow-ups>
- Re: Timber pitched roof as a Diaphragm, Tarek Mokhtar
- Re: Timber pitched roof as a Diaphragm, T
- Re: Re: Timber pitched roof as a Diaphragm, Richard Lewis
- Re: Re: Timber pitched roof as a Diaphragm, T
- Re: Timber pitched roof as a Diaphragm,
T
- Re: Timber pitched roof as a Diaphragm, Rudra Nevatia
- Re: Timber pitched roof as a Diaphragm, T
- Re:Snow and Wind, Edwin Schmeckpeper
- Re: Disaster dilema, Tom Chiu
- <Possible follow-ups>
- Re: Disaster dilema, Ed . Haninger
- Disaster dilema, Kathleen A. O'Brien
- Re: Disaster dilema, Richard_Ranous/OES
- RE: Disaster dilema, John Cannon Jones
- <Possible follow-ups>
- RE: Disaster dilemma,
Caldwell, Stan
- Re: Disaster dilemma,
Tom Chiu
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Disaster dilemma,
Tom Chiu
- RE: Disaster dilemma, John Cannon Jones
- RE: Disaster dilemma,
Richard_Ranous/OES
- RE: Disaster dilemma, Bob Shilling
- SV: Disaster dilemma, felix megdoud
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, Richard_Ranous/OES
- Re: Disaster dilemma, T
- Re: Disaster dilemma, Jill T. Shuttleworth, P.E., S.E.
- RE: Disaster dilemma,
Serroels, Chris/SAC
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Disaster dilemma, T
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, Ray A. Pixley
- RE: Disaster dilemma, Richard_Ranous/OES
- RE: Disaster dilemma, Serroels, Chris/SAC
- RE: Disaster dilemma,
Richard_Ranous/OES
- Re: Disaster dilemma,
Bill Allen,S.E.
- Re: Disaster dilemma, Tom Chiu
- Re: Disaster dilemma,
Bill Allen,S.E.
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, Richard_Ranous/OES
- Re: Disaster dilemma,
wish
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Disaster dilemma, Richard_Ranous/OES
- Re: Disaster dilemma,
wish
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Re: Disaster dilemma, Richard Lewis
- RE: Disaster dilemma, Serroels, Chris/SAC
- Re: Disaster dilemma, wish
- Re: Re: Disaster dilemma, wish
- RE: Disaster Dilemma,
Rawn Nelson
- Re: Disaster Dilemma, Bill Allen,S.E.
- Re: Disaster dilemma,
FLew98
- Re: Disaster dilemma, Tom Chiu
- Re: Disaster dilemma,
Richard_Ranous/OES
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Disaster dilemma, wish
- Re: Disaster dilemma,
FLew98
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Disaster dilemma, Williston Warren IV
- Re: Disaster dilemma, Williston Warren IV
- Re: Disaster dilemma, Williston Warren IV
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, T
- Re: Disaster dilemma, FLew98
- Re: Disaster dilemma,
wish
- Re: Disaster dilemma, Barry H. Welliver
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, wish
- <Possible follow-ups>
- RE: Earthquake data for Pechino area, Harold Sprague
- Re:, Your Name
- <Possible follow-ups>
- SV: ? -Reply, felix megdoud
- SV: ? -Reply -Reply,
Tim McCormick
- Re: SV: ? -Reply -Reply, Tom Chiu
- Re: Tuned Liquid Damper, Dr. Ravi Sinha
- RE: Tuned Liquid Damper, Brent Koch
- <Possible follow-ups>
- RE: Phillipinnes Site specific data,
Tom Long
- Re: Phillppines Site specific data, Celso Mendoza
- Re: Phillipinnes Site specific data, rangelow . peter
- <Possible follow-ups>
- RE: Earthquake data for Peking or Beijing area., Public Information
- Re: Rigid frame deflections (again), Daniel Del Carlo
- <Possible follow-ups>
- RE: Rigid frame deflections (again), Powers, Tony
- Re: Rigid frame deflections (again), Jeff Smith
- Re: Rigid frame deflections (again), ADSCE
- Re: Rigid frame deflections (again), T
- Re: Rigid frame deflections (again), T
- Re: Rigid frame deflections (again), Richard_Ranous/OES
- RE: Rigid frame deflections (again), Horning, Dick/CVO
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again),
Kathleen A. O'Brien
- New Job Opening, Janah A. Risha, S.E.
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- RE: Rigid frame deflections (again), Harold Sprague
- Re: Rigid frame deflections (again), Richard_Ranous/OES
- Re: Rigid frame deflections (again), James F Fulton
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- RE: Rigid frame deflections (again), Powers, Tony
- Re: Rigid frame deflections (again), Hassan_Sassi/OES
- RE: Rigid frame deflections (again), Powers, Tony
- Re: Rigid frame deflections (again), Parkerres
- Re: Rigid frame deflections (again), T
- Re: Re: Rigid frame deflections (again), ANCOEAGLIN
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Re: Rigid frame deflections (again), wish
- Re: Rigid frame deflections (again), BCainse
- Re: Rigid frame deflections (again), James F Fulton
- RE: Rigid frame deflections (again), Bill Allen, S.E.
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again),
MGriffi119
- Re: Rigid frame deflections (again), Michael Valley
- Re: Rigid frame deflections (again), BCainse
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re[2]: Rigid frame deflections (again), James F Fulton
- <Possible follow-ups>
- Mail failure, Norb Volny
- Re: Composits- Help, Steve Asselin
- <Possible follow-ups>
- Composits- Help, Hassan_Sassi/OES
- RE: Composits- Help, ITSEKSON SASHA
- <Possible follow-ups>
- Re: Registration Requirements, TVD Esq
- <Possible follow-ups>
- Re: Herb Was Right, wish
- RE: Herb Was Right, John Cannon Jones
- RE: Herb Was Right, Caldwell, Stan
- RE: Herb Was Right, Powers, Tony
- RE: Herb Was Right, Kathleen A. O'Brien
- Re: Herb Was Right, BCainse
- Re: FYI -- Welding Design Seminars Offered, Mickey Estey
- Re: message, Charley Hamilton
- <Possible follow-ups>
- Re: What a disaster!,
wish
- Re: What a disaster!, Bill Allen,S.E.
- Re: What a disaster!, wish
- Re: Concrete & Steel Moment Frame, Tom Chiu
- <Possible follow-ups>
- Re: Concrete & Steel Moment Frame, Norbert Volny
- Re: Concrete & Steel Moment Frame, Ron Hamburger
- Re: New: Disaster Dilemma - Get Involved, Tom Chiu
- <Possible follow-ups>
- Re: New: Disaster Dilemma - Get Involved, Norbert Volny
- Re: New: Disaster Dilemma - Get Involved, wish
- Re: New: Disaster dilemma - Get Involved, FLew98
- <Possible follow-ups>
- Re: SE by Education?, wish
- Re: Aluminum: Welding to Teflon-backed plate, MOHAMMAD HARIRI
- <Possible follow-ups>
- Re: Aluminum: Welding to Teflon-backed plate, T
- <Possible follow-ups>
- Re: Registration, wish
- Re: Registration, Richard_Ranous/OES
- Re: Registration, CanitzCF
- Re: Registration, Richard_Ranous/OES
- RE: Registration, John Cannon Jones
- Re: Re: Registration, Richard Lewis
- Re: Re: Registration,
wish
- Re: Re: Registration,
Martin Johnson
- Re: Re: Registration, Bill Cain, S.E.
- Re: Re: Registration,
Martin Johnson
- RE: Re: Registration, Bill Allen, S.E.
- Re: Re: Registration, Charles Greenlaw
- Re: Re: Registration, wish
- Re: Registration, EphHirsch
- Re: Re: Registration, wish
- Re: Registration, wish
- Re: Re: Registration, Bill Cain, S.E.
- Re: WOOD - Stud Wall Splice, Steve Privett
- Re: WOOD - Stud Wall Splice, Chris Towne
- Re: WOOD - Stud Wall Splice,
suresh
- Re: WOOD - Stud Wall Splice, Steve Privett
- Re: WOOD - Stud Wall Splice, Drew Morris
- <Possible follow-ups>
- Re: WOOD - Stud Wall Splice, wish
- Re: WOOD - Stud Wall Splice, Parkerres
- Re: Re: WOOD - Stud Wall Splice, Richard Lewis
- Re: WOOD - Stud Wall Splice, MJSLAYSMAN
- Re: WOOD - Stud Wall Splice, engrathm
- Re: WOOD - Stud Wall Splice,
R6A
- Re: WOOD - Stud Wall Splice, Lew Midlam
- Re: WOOD - Stud Wall Splice, pfr
- Re: WOOD - Stud Wall Splice, Parkerres
- <Possible follow-ups>
- Re: GETTING INVOLVED, wish
- <Possible follow-ups>
- RE: This is totally inappropriate for this listserve.., Caldwell, Stan
- Re: This is totally inappropriate for this listserve.., wish
- RE: This is totally inappropriate for this listserve.., Bill Allen, S.E.
- RE: This is totally inappropriate for this listserve.., Christopher Wright
- Re: This is totally inappropriate for this listserve.., wish
- Re: This is totally inappropriate for this listserve.., Charles Greenlaw
- Re: This is totally inappropriate for this listserve.., T
- Re: Re: This is totally inappropriate for this listserve.., Richard Lewis
- Re: Re: This is totally inappropriate for this listserve.., wish
- Re: This is totally inappropriate for this listserve.., MGriffi119
- <Possible follow-ups>
- Re: Private School Reporting for Structural Engineers, FredT5
- Re: Private School Reporting for Structural Engineers, Parkerres
- Re: Private School Reporting for Structural Engineers -Reply, Tim McCormick
- Re: Private School Reporting for Structural Engineers -Reply, TVDEsq
- Re: Private School Reporting for Structural Engineers -Reply -Reply, Tim McCormick
- Re: Private School Reporting for Structural Engineers -Reply-Reply, TVDEsq
- Re: Electronic submittals, Lew Midlam
- <Possible follow-ups>
- RE: Electronic submittals, Caldwell, Stan
- RE: Electronic submittals, Horning, Dick/CVO
- RE: Electronic submittals, Kathleen A. O'Brien
- [no subject], Charley Hamilton
- Re: Foundation Vibration Design, Michael Valley
- Re:, Lew Midlam
- <Possible follow-ups>
- Re: This is totally inapprop,
wish
- Re: This is totally inapprop, Bob Shilling
- Re: This is totally inapprop, Randy Vogelgesang
- RE: This is totally inapprop, Bill Allen, S.E.
- Re: This is totally inapprop, MGriffi119
- Re: totally inappropriate..., JAA
- <Possible follow-ups>
- Re: totally inappropriate... (Damn right), BCainse
- Re: totally inappropriate... (Damn right), wish
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- RE: totally inappropriate... (Damn right), John Cannon Jones
- RE: totally inappropriate... (Damn right), Caldwell, Stan
- Re:RE: totally inappropriate... (Damn right), Brandon Erickson
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right),
wish
- Re: totally inappropriate... (Damn right), Lynn Howard
- RE: totally inappropriate... (Damn right), Germaine, Bob/CVO
- RE: totally inappropriate... (Damn right), John Cannon Jones
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right), wish
- RE: totally inappropriate... (Damn right), Bill Allen, S.E.
- Re: totally inappropriate... (Damn right), wish
- RE: totally inappropriate... (Damn right), Germaine, Bob/CVO
- RE: totally inappropriate... (Damn right), John Cannon Jones
- RE: totally inappropriate... (Damn right), Bill Allen, S.E.
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right), wish
- Re: Re: totally inappropriate... (Damn right), Richard Lewis
- Re: Re: totally inappropriate... (Damn right), wish
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- RE: totally inappropriate... (Damn right), John Cannon Jones
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- Re: totally inappropriate... (Damn right), wish
- Re: Pitched Tapered Glu-Lam in a three pinned Arch, Lew Midlam
- <Possible follow-ups>
- Pitched Tapered Glu-Lam in a three pinned Arch, Richard Phillips
- Re: Thin-walled compound cross-sections shareware ?, Graham Fitch
- <Possible follow-ups>
- RE: Thin-walled compound cross-sections shareware ?,
Bill Allen, S.E.
- Re: Thin-walled compound cross-sections shareware ?, Raghu S. pendyala
- RE: Thin-walled compound cross-sections shareware ?, rangelow . peter
- RE: Thin-walled compound cross-sections shareware ?, Bill Allen, S.E.
- RE: Thin-walled compound cross-sections shareware ?, rangelow . peter
- <Possible follow-ups>
- Re: Appropriateness, wish
- RE: Appropriateness, Bill Allen, S.E.
- Re: Appropriateness, wish
- RE: Appropriateness, Bill Allen, S.E.
- Re: Appropriateness, wish
- Re: Appropriateness,
Richard Phillips
- Re: Appropriateness,
Lew Midlam
- Re: Appropriateness, Bob Shilling
- Re: Appropriateness,
Lew Midlam
- Re: Appropriateness, Christopher Wright
- Re: Appropriateness, Rhkratzse
- RE: Appropriateness,
Bill Allen, S.E.
- Re: Appropriateness, Lew Midlam
- Appropriateness, Drew A. Norman, S.E.
- Re: Appropriateness,
Bill Allen
- Re: Appropriateness,
nmends
- Re: Appropriateness, Bill Cain, S.E.
- Re: Appropriateness, Tom Chiu
- RE: Appropriateness, Dennis S. Wish
- Re: Appropriateness, nmends
- Re: Appropriateness,
nmends
- Re: Appropriateness, MJSLAYSMAN
- Re: Appropriateness, John Nichols
- RE: Appropriateness, Powers, Tony
- Re: Appropriateness, BCainse
- Re: Re: Appropriateness,
Richard Lewis
- RE: Re: Appropriateness,
Dennis S. Wish
- Re: Appropriateness, nmends
- RE: Re: Appropriateness,
Dennis S. Wish
- RE: Appropriateness, Bill Polhemus
- Re: Appropriateness, ErnieNSE
- <Possible follow-ups>
- Re: National Engineers Week (February 22-28 1998), Rlfong
- Re: National Engineers Week (February 22-28 1998), BRBATES
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- Re: National Engineers Week (February 22-28 1998), MRodrig273
- Re: National Engineers Week (February 22-28 1998), LibertyEng
- RE: National Engineers Week (February 22-28 1998), Bill Allen, S.E.
- Re: National Engineers Week (February 22-28 1998), Kathleen A. O'Brien
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- <Possible follow-ups>
- Re: Professional Registration, Charles Greenlaw
- Re: Pushover Analysis Techniques, A. Sarvghad
- <Possible follow-ups>
- Re: Pushover Analysis Techniques,
T
- Re: Pushover Analysis Techniques, A. Sarvghad
- Re: Pushover Analysis Techniques,
Williston Warren IV
- Re: Pushover Analysis Techniques, A. Sarvghad
- Re: Pushover Analysis Techniques, Michael Valley
- Re: Pushover Analysis Techniques, Christopher Wright
- Re: Pushover Analysis Techniques, engrathm
- Re: Pushover Analysis Techniques, youngkj
- Re: Pushover Analysis Techniques, Abdi (A.S. Moghadam)
- <Possible follow-ups>
- Re: hyperbolic paraboloids, Parkerres
- <Possible follow-ups>
- Re: Totally Inappropriate.....,
wish
- Re: Totally Inappropriate....., Bill Cain, S.E.
- Re: Totally Inappropriate....., Tom Baughman
- RE: Totally Inappropriate....., Bill Allen, S.E.
- RE: Totally Inappropriate....., Bill Allen, S.E.
- Re: Totally Inappropriate.....,
ayvel
- Re: Totally Inappropriate....., Lynn Howard
- Re: Totally Inappropriate....., Lynn Howard
- Re: Totally Inappropriate....., FLew98
- Re: Totally Inappropriate....., FLew98
- Re: Totally Inappropriate....., wish
- Re: Totally Inappropriate....., wish
- RE: Totally Inappropriate....., Bill Allen, S.E.
- Re: Totally Inappropriate....., wish
- RE: Totally Inappropriate.....,
Bill Allen, S.E.
- Re: Totally Inappropriate....., stan J
- Re: Totally Inappropriate....., Rhkratzse
- Re: Foundation Vibration Design, Michael Valley
- Re: Foundation Vibration Design, Dr. Ravi Sinha
- <Possible follow-ups>
- Fw: totally inappropriate.. to John Cannon Jones, T. Eric Gillham
- Re: New Subject Please,
Lynn Howard
- RE: New Subject Please, Brent Koch
- Re: New Subject Please, ted partrick
- Re: New Subject Please, Charley Hamilton
- <Possible follow-ups>
- RE: New Subject Please,
Gregory P. Luth
- RE: New Subject Please, Bill Cain, S.E.
- RE: New Subject Please, Bill Allen, S.E.
- RE: New Subject Please, Gregory P. Luth
- Re: New Subject Please, wish
- Re: New Subject Please, FLew98
- RE: New Subject Please, Bill Allen, S.E.
- Re: New Subject Please, wish
- RE: New Subject Please, Bill Allen, S.E.
- Re: New Subject Please, Rlfong
- Re: Re: New Subject Please, Richard Lewis
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard,
Jim Dane
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, Daniel Del Carlo
- <Possible follow-ups>
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, John F. Jones
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, JRGuer
- <Possible follow-ups>
- RE: Info: Need Web Addresses for State Agencies - All States,
Horning, Dick/CVO
- RE: Info: Need Web Addresses for State Agencies - All States, Theodore H. Partrick, Jr.
- Re: Info: Need Web Addresses for State Agencies - All States, wish
- <Possible follow-ups>
- Re: Suggestion for ground ru, wish
- <Possible follow-ups>
- Re: New Subject Please - Mathcad, wish
- Re[2]: New Subject Please - Mathcad, lulla
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re[2]: New Subject Please - Mathcad, lulla
- Re: Re[2]: New Subject Please - Mathcad, ASLCSE
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re[4]: New Subject Please - Mathcad, lulla
- Re[4]: New Subject Please - Mathcad, lulla
- Re: Re[2]: New Subject Please - Mathcad, ASLCSE
- Re: Re[4]: New Subject Please - Mathcad, wish
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re: Need information on Northridge EQ., Michael Valley
- <Possible follow-ups>
- Re: Need information on Northridge EQ., wish
- Re: Need information on Northridge EQ., MRodrig273
- Re: Need information on Northridge EQ., Parkerres
- Re: Need information on Northridge EQ., Kathleen A. O'Brien
- <Possible follow-ups>
- Mathcad, engrathm
- Mathcad, Sam Chang
- RE: Mathcad, Lee, Calvin
- Mathcad, engrathm
- <Possible follow-ups>
- Re: sheet pile walls, JOHN HUBERT
- <Possible follow-ups>
- Re: New Subject-Testing Dowels/Expansion Bolts, COEngineer
- Re: Pitched Tapered Glu-Lam, Lew Midlam
- <Possible follow-ups>
- Re: Pitched Tapered Glu-Lam,
Bdpooley
- Re: Pitched Tapered Glu-Lam,
Lew Midlam
- RE: Pitched Tapered Glu-Lam, Paul McEntee
- Re: Pitched Tapered Glu-Lam,
Jill T. Shuttleworth, P.E., S.E.
- Re: Pitched Tapered Glu-Lam, Jill T. Shuttleworth, P.E., S.E.
- Re: Pitched Tapered Glu-Lam,
Lew Midlam
- <Possible follow-ups>
- Re: Division 93 Retrofit Standard,
EphHirsch
- Re: Division 93 Retrofit Standard, S P Singh
- Re: Division 93 Retrofit Standard, L. Owen
- Re: Division 93 Retrofit Standard, Edward Li
- Re: Division 93 Retrofit Standard, T
- RE: Division 93 Retrofit Standard,
Harold Sprague
- Re: Division 93 Retrofit Standard, Tom Chiu
- Division 93 Retrofit Standard, Nick Diankov, P.E.
- <Possible follow-ups>
- Need information on "Asian Countries", K. Hemmatyar
- <Possible follow-ups>
- RE: Totally Inappropriate, Dennis S. Wish
- Re: Garage door detail, pfr
- <Possible follow-ups>
- Re: Garage door detail, T
- Re: Garage door detail, Kathleen A. O'Brien
- Re: Garage door detail,
Parkerres
- Re: Garage door detail, John Buchanan
- Re: Garage door detail, Kathleen A. O'Brien
- Re: Garage door detail, T
- Re: Garage door detail, wish
- Re: Garage door detail, Rhkratzse
- Garage Door Detail, Charles Greenlaw
- Re: Garage Door Detail, T
- Re: Garage Door Detail,
Mark A. Scott
- Re: Garage Door Detail, Tom Chiu
- Re: Garage Door Detail, Jeff Smith
- Re: Garage Door Detail, wish
- Re: Garage door detail, Kathleen A. O'Brien
- Re: Garage door detail, Kathleen A. O'Brien
- <Possible follow-ups>
- Job Opening in Modesto, CA., stan J
- Re: Lateral decision, pfr
- Re: Lateral decision, Barry H. Welliver
- <Possible follow-ups>
- RE: Lateral decision, Tom Castle
- Lateral decision -Reply,
Tim McCormick
- Re: Lateral decision -Reply, Barry H. Welliver
- Re: Lateral decision, wish
- Re: Lateral decision,
Richard_Ranous/OES
- RE: Lateral decision,
Paul McEntee
- RE: Lateral decision, ted partrick
- RE: Lateral decision,
Paul McEntee
- Re: Lateral decision, MJSLAYSMAN
- Re: Lateral decision -Reply, Jeff Smith
- Re: Lateral decision, Rhkratzse
- RE: Lateral decision, Drew A. Norman, S.E.
- RE: Lateral decision, Richard_Ranous/OES
- Re: Lateral decision -Reply -Reply, Tim McCormick
- <Possible follow-ups>
- Roof Diaphragm / Ridge Vent, W. Gray Hodge
- Re: Roof Diaphragm / Ridge Vent, T
- RE: EPOXY COATED REBARS, Brent Koch
- <Possible follow-ups>
- RE: EPOXY COATED REBARS, Serroels, Chris/SAC
- RE: EPOXY COATED REBARS,
ITSEKSON SASHA
- RE: EPOXY COATED REBARS, Paul McEntee
- Re: FNDT: Shearwall and slab foundation question, Tom Chiu
- Re: FNDT: Shearwall and slab foundation question, pfr
- <Possible follow-ups>
- RE: FNDT: Shearwall and slab foundation question, Bill Allen, S.E.
- Re: FNDT: Shearwall and slab foundation question, ASLCSE
- Re: FNDT: Shearwall and slab foundation question, wish
- Re: FNDT: Shearwall and slab foundation question, wish
- Re: FNDT: Shearwall and slab foundation question, wish
- Re: FNDT: Shearwall and slab foundation question, Joe McCormick
- Re: Not Receiving List's e-mails since Feb. 1, 98, Lew Midlam
- <Possible follow-ups>
- Re[2]: Not Receiving List's e-mails since Feb. 1, 98, James F Fulton
- Re[2]: Not Receiving List's e-mails since Feb. 1, 98, K. Hemmatyar
- <Possible follow-ups>
- RE: New Subject: American structural engineers working in Asia, Tom Long
- Re: Hawaii Building Codes, JAA
- <Possible follow-ups>
- Fw: Hawaii Building Codes,
T. Eric Gillham
- Re: Fw: Hawaii Building Codes, Martin, Bravo, & Chock, Inc.
- Re: About the pushover analysis, A. Sarvghad
- <Possible follow-ups>
- Americans working in Asia, Tom Long
- <Possible follow-ups>
- RE: New Subject: Quattro Pro Templates, Bill Allen, S.E.
- Re: New Subject: Quattro Pro Templates, wish
- Re: New Subject: Quattro Pro Templates, Richard Lewis
- Re: New Subject: Quattro Pro Templates,
wish
- Re: New Subject: Quattro Pro Templates, Arvel L. Williams, P.E.
- <Possible follow-ups>
- Tuscon/Tuscon/Postmaster(--nospam--at)pbworld.com mail failure message - HELP!, Kathleen A. O'Brien
- <Possible follow-ups>
- Re:Sex Scandal Rocks Firmament, Brandon Erickson
- Re: Sex Scandal Rocks Firmament,
John O'Brien
- Re: Sex Scandal Rocks Firmament,
Lew Midlam
- Re: Sex Scandal Rocks Firmament, Bill Cain, S.E.
- Re: Sex Scandal Rocks Firmament,
Lew Midlam
- RE: Sex Scandal Rocks Firmament, Bill Allen, S.E.
- RE: Sex Scandal Rocks Firmament,
lsmith
- Re: Sex Scandal Rocks Firmament, Robert McGhie
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- RE: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- RE: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, Bill Sherman
- Re: Sex Scandal Rocks Firmament,
FLew98
- Re: committees, -=maura=-
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- RE: Sex Scandal Rocks Firmament,
Phil Boultinghouse
- Re: Sex Scandal Rocks Firmament, nmends
- Re: Sex Scandal Rocks Firmament, Bill Allen
- Re:RE: Sex Scandal Rocks Firmament, Brandon Erickson
- Re: General business questions, Barry H. Welliver
- Re: General business questions, Tom Chiu
- Re: General business questions,
Jill T. Shuttleworth, P.E., S.E.
- Re: General business questions, Jill T. Shuttleworth, P.E., S.E.
- <Possible follow-ups>
- Re: General business questions, Jeff Smith
- Re: General business questions,
Rhkratzse
- Re: General business questions, Juan C. Gray
- Re: General business questions, wish
- Re: General business questions, wish
- Re: General business questions, Aamir Mahmood Ashraf
- Re: General business questions,
Kathleen A. O'Brien
- Re: General business questions, Barry H. Welliver
- Re: General business questions, John Nichols
- Re: General business questions, Kathleen A. O'Brien
- Re: Wedge Anchors vs. Epoxy Rods,
Tom Chiu
- Re: Wedge Anchors vs. Epoxy Rods, ted partrick
- <Possible follow-ups>
- Re: Wedge Anchors vs. Epoxy Rods, LtTang
- Re: Wedge Anchors vs. Epoxy Rods, Parkerres
- Re: Wedge Anchors vs. Epoxy Rods, T
- Re: Wedge Anchors vs. Epoxy Rods, wish
- Re: Wedge Anchors vs. Epoxy Rods, Neno Grguric
- Re: Wedge Anchors vs. Epoxy Rods, Jeff Smith
- Re: Wedge Anchors vs. Epoxy Rods, ROgawa
- Re: Wedge Anchors vs. Epoxy Rods, Richard_Ranous/OES
- Re: Wedge Anchors vs. Epoxy Rods -Reply, Tim McCormick
- RE: Wedge Anchors vs. Epoxy Rods, Gill Chris
- Re: Wedge Anchors vs. Epoxy Rods, CanitzCF
- Re: Wedge Anchors vs. Epoxy Rods, AnandNene
- RE: Wedge Anchors vs. Epoxy Rods, Gill Chris
- <Possible follow-ups>
- Re: FNDT: Shearwall and, Parkerres
- Re: Division 93, Brian K. Smith
- <Possible follow-ups>
- Re: Division 93, Aamir Mahmood Ashraf
- <Possible follow-ups>
- RE: large-diameter recessed pin nuts, Ed Marshall
- RE: large-diameter recessed pin nuts, Ed Marshall
- <Possible follow-ups>
- Division 93 Retrofit Standards, John Buchanan
- Division 93 Retrofit Standards, Harry Jones
- Re: Division 93 Retrofit Standards, Bill Allen
- <Possible follow-ups>
- Re: clay tile flat arch floor, wish
- <Possible follow-ups>
- Re: plan dimension standards, T
- Re: plan dimension standards,
Rhkratzse
- Re: plan dimension standards,
Steve Privett
- Re: plan dimension standards, Michael Valley
- RE: plan dimension standards, Paul McEntee
- Re: plan dimension standards,
Steve Privett
- Re: plan dimension standards, Norb Volny
- Re: plan dimension standards,
wish
- Re: plan dimension standards, Tom Chiu
- Re: plan dimension standards, ASLCSE
- Re: Re: plan dimension standards,
Richard Lewis
- Re: plan dimension standards, Tom Chiu
- Re: Re: plan dimension standards, Bill Allen
- Re: plan dimension standards, Bill Sherman
- <Possible follow-ups>
- Re: General business questions .vcf file, wish
- Re: OSB roof and shearwalls wet from these rain, pfr
- <Possible follow-ups>
- Re: OSB roof and shearwalls wet from these rain, CanitzCF
- Re: OSB roof and shearwalls wet from these rain, T
- Re: OSB roof and shearwalls wet from these rain, Bockemohle
- Re: OSB roof and shearwalls wet from these rain, Norb Volny
- Re: OSB roof and shearwalls wet from these rain, Norb Volny
- Re: MISC - Engineering Educational Software, M.Nadkarni
- <Possible follow-ups>
- RE: Truss Connection, Serroels, Chris/SAC
- Re: Truss Connection, CanitzCF
- RE: Truss Connection, John Cannon Jones
- RE: Truss Connection, Roger Turk
- Re: Truss Connection, Glauco
- Truss Connection, Engmail
- <Possible follow-ups>
- Re: Joke of the Day: Engineers], Johnecu
- Northridge EQ, Sleiman Serhal
- <Possible follow-ups>
- Re: Foundation Underpinning, HARRISENGR
- Re: Foundation Underpinning, MRodrig273
- Re: Foundation Underpinning, HARRISENGR
- <Possible follow-ups>
- RE: UBC 97 seismic section and NEHRP, Horning, Dick/CVO
- Re: UBC 97 seismic section and NEHRP, Bill Sherman
- Re: UBC 97 seismic section and NEHRP, Rick . Drake
- Re: UBC 97 seismic section and NEHRP, Ed . Haninger
- Re: Homeowner Needs Engineer, Steve Privett
- Re: Homeowner Needs Engineer, Steve Privett
- <Possible follow-ups>
- Re: Homeowner Needs Engineer,
MarthaAlic
- Re: Homeowner Needs Engineer, Tom Chiu
- Re: Homeowner Needs Engineer, jojo see
- Re: Homeowner Needs Engineer,
Bill Allen
- Re: Homeowner Needs Engineer,
stan J
- Re: Homeowner Needs Engineer, Charley Hamilton
- Re: Homeowner Needs Engineer,
stan J
- Re: Homeowner Needs Engineer, Sam Chang
- Re: Homeowner Needs Engineer, BRBATES
- Homeowner Needs Engineer, Kathleen A. O'Brien
- Re: Homeowner Needs Engineer,
ADSCE
- Re: Homeowner Needs Engineer, Tom Chiu
- Re: Homeowner Needs Engineer, Bill Allen
- Re: Homeowner Needs Engineer, Ray A. Pixley
- Re: Homeowner Needs Engineer, engrathm
- Re: Homeowner Needs Engineer, Neil Moore
- <Possible follow-ups>
- RE: diaphragm, Horning, Dick/CVO
- RE: diaphragm, jojo see
- Re: MISC- AutoCAD Conversion To Microstation, pfr
- <Possible follow-ups>
- MISC- AutoCAD Conversion To Microstation,
ITSEKSON SASHA
- RE: MISC- AutoCAD Conversion To Microstation, Dennis S. Wish
- Re: MISC- AutoCAD Conversion To Microstation, CanitzCF
- Re: Homeowner Needs Engi, Bill Cain, S.E.
- <Possible follow-ups>
- Re: Homeowner Needs Engi, Bill Allen
- Re: STEEL:Allowable Bending of Single Angles, Scott A Jensen
- <Possible follow-ups>
- RE: STEEL:Allowable Bending of Single Angles, James Hagensen
- Re: STEEL:Allowable Bending of Single Angles, Rick . Drake
- <Possible follow-ups>
- Re: Signing mylars or vellums, Bill Sherman
- Re: Signing mylars or vellums, Michael Donoghue
- Re: Signing mylars or vellums, Richard Lewis
- Re: Signing mylars or vellums, HARRISENGR
- Re: Signing mylars or vellums,
Bill Sherman
- RE: Signing mylars or vellums, Dennis S. Wish
- RE: Signing mylars or vellums,
John Cannon Jones
- Re: Signing mylars or vellums, Lew Midlam
- Re: Signing mylars or vellums, HARRISENGR
- Re: Signing mylars or vellums,
Bill Sherman
- Re: Signing mylars or vellums, Steve Privett
- <Possible follow-ups>
- RE: Test - Only Stan Caldwell Respond Please, Caldwell, Stan
- <Possible follow-ups>
- Re: Signing mylars or vellum, Resengin
- Re: Signing mylars or vellum, nmoore
- <Possible follow-ups>
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., CanitzCF
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., MarthaAlic
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., wish
- Re: Uncooperative owner, pfr
- Re: Uncooperative owner, Tom Chiu
- <Possible follow-ups>
- Uncooperative owner, Roger Turk
- uncooperative owner, Bruce Elster, P.E.
- RE: Uncooperative owner,
Caldwell, Stan
- Re: Uncooperative owner, Jill T. Shuttleworth, P.E., S.E.
- Re: Uncooperative owner,
HARRISENGR
- RE: Uncooperative owner, Dennis S. Wish
- Uncooperative owner, Kathleen A. O'Brien
- Re: Uncooperative owner, Resengin
- Re: Uncooperative owner, nmoore
- Re: Uncooperative owner, Kathleen A. O'Brien
- <Possible follow-ups>
- RE: ACAD: Scale to paperspace in AutoCAD R14, Robert Grandmaison
- <Possible follow-ups>
- Re: Uncooperative owner (for Jerry R. Taylor), Joe McCormick
- Re: E-mail, Lew Midlam
- Re: E-mail, Jill T. Shuttleworth, P.E., S.E.
- <Possible follow-ups>
- Re: E-mail, wish
- Re: Standards/Classifications, -=maura=-
- Re: Modulus of subgrade reaction, Lew Midlam
- <Possible follow-ups>
- re:Modulus of subgrade reaction, AXB2%ENGPROJ%NTS
- Re: Modulus of subgrade reaction, BRBATES
- RE: Modulus of subgrade reaction, John Cannon Jones
- Re: Modulus of subgrade reaction, Bill Allen
- Re[2]: Modulus of subgrade reaction, James F Fulton
- RE: Modulus of subgrade reaction, Ed Marshall
- <Possible follow-ups>
- Re: SEF Magazine Information, Rawn Nelson
- <Possible follow-ups>
- RE: Email, Caldwell, Stan
- Re: RE:Email, wish
- <Possible follow-ups>
- RE: Increase in allowable stress for Loads in Equipament Test, Liu, Kenneth
- Re: legal responsibilities of the building official,
Steve Privett
- RE: legal responsibilities of the building official,
Dennis S. Wish
- Re: legal responsibilities of the building official, Steve Privett
- RE: legal responsibilities of the building official, Dennis S. Wish
- RE: legal responsibilities of the building official,
Dennis S. Wish
- <Possible follow-ups>
- Re: legal responsibilities of the building official,
Bill Allen
- Re: legal responsibilities of the building official, David Carpenter
- Re: legal responsibilities of the building official, Neil Moore
- RE: legal responsibilities of the building official, John Cannon Jones
- RE: legal responsibilities of the building official, John Cannon Jones
- RE: legal responsibilities of the building official, Bill Polhemus
- Re: legal responsibilities of the building official, Bill Allen
- RE: legal responsibilities of the building official, Bill Polhemus
- Re: legal responsibilities of the building official, Brent Russell Koch
- <Possible follow-ups>
- Non-Engineering Topic - Chicago Engineers,
Kathleen A. O'Brien
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- RE: Non-Engineering Topic - Chicago Engineers,
Bill Polhemus
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- RE: Non-Engineering Topic - Chicago Engineers,
Kathleen A. O'Brien
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- RE: Maintenance of Records, Paul McEntee
- Re: Maintenance of Records, Arvel L. Williams, P.E.
- <Possible follow-ups>
- Re: Maintenance of Records, HARRISENGR
- Re: Maintenance of Records, edean
- Re: Maintenance of Records, Richard Lewis
- RE: Maintenance of Records, Caldwell, Stan
- Re: Maintenance of Records, Kathleen A. O'Brien
- RE: Maintenance of Records, Horning, Dick/CVO
- <Possible follow-ups>
- Fw: Service Message, T. Eric Gillham
- FW: Service Message, Kathleen A. O'Brien
- Re: Joist Girder Moment Frames?, Brian K. Smith
- Re: Joist Girder Moment Frames?, Michael Valley
- <Possible follow-ups>
- Re: Joist Girder Moment Frames?, Ghassem Khosrownia
- RE: Joist Girder Moment Frames?, Gregory P. Luth
- RE: Joist Girder Moment Frames?, Harold Sprague
- <Possible follow-ups>
- Re: Foundations in Swelling Soil, Neil Moore
- RE: Foundations in Swelling Soil, James Hagensen
- Re: Foundations in Swelling Soil, Bill Sherman
- Re: Foundations in Swelling Soil, Karen12959
- Fwd: Foundations in Swelling Soil, Karen12959
- Re: Increase in allowable stress for Loads in Equipment Test, Tom Chiu
- <Possible follow-ups>
- Re: Increase in allowable stress for Loads in Equipment Test, Bill Sherman
- <Possible follow-ups>
- Re: MBMA Code and Wind Loads, Bill Allen
- Re: MBMA Code and Wind Loads, Bill Sherman
- Re: MBMA Code and Wind Loads, CanitzCF
- Re: MBMA Code and Wind Loads, LibertyEng
- Re: MBMA Code and Wind Loads, MARCSBART
- Re: MBMA Code and Wind Loads, Bill Allen
- MBMA Code and Wind Loads, Roger Turk
- Re: MBMA Code and Wind Loads, Rick . Drake
- RE: MBMA Code and Wind Loads, Bill Polhemus
- Re: MBMA Code and Wind Loads,
LibertyEng
- Re: MBMA Code and Wind Loads, Michael Valley
- RE: MBMA Code and Wind Loads, Harold Sprague
- Re[2]: MBMA Code and Wind Loads, James F Fulton
- RE: Re[2]: MBMA Code and Wind Loads,
John Cannon Jones
- Re: MBMA Code and Wind Loads, Lew Midlam
- Re: Re[2]: MBMA Code and Wind Loads, CanitzCF
- Re[3]: MBMA Code and Wind Loads, Ed . Haninger
- RE: Re[3]: MBMA Code and Wind Loads, Joe Deppe
- Re[4]: MBMA Code and Wind Loads, Ghassem Khosrownia
- Re: MISC: Reality Check - Dumb Question,
stan J
- Re: MISC: Reality Check - Dumb Question, Patrick J. Quinn
- <Possible follow-ups>
- Re: MISC: Reality Check - Dumb Question,
Jeff Smith
- RE: MISC: Reality Check - Dumb Question, Dennis S. Wish
- Re: MISC: Reality Check - Dumb Question, stan J
- MISC: Reality Check - Dumb Question, Kathleen A. O'Brien
- Re: MISC: Reality Check - Dumb Question,
ErnieNSE
- RE: MISC: Reality Check - Dumb Question, Dennis S. Wish
- RE: Residential wood stud heights and stresses, Dennis S. Wish
- <Possible follow-ups>
- Re: Residential wood stud heights and stresses, Bill Allen
- Re: Residential wood stud heights and stresses, Williston Warren IV
- RE: Residential wood stud heights and stresses, Phil Boultinghouse
- <Possible follow-ups>
- Re: New Alliance to work toward DWG standard,
Brent R. Koch
- RE: New Alliance to work toward DWG standard, Dennis S. Wish
- Re: Spacing Limits for shear reinforcement., Tom Chiu
- Re: Spacing Limits for shear reinforcement., Sleiman Serhal
- Re: COMP:Design Programs,
Sam Chang
- RE: COMP:Design Programs, Dennis S. Wish
- <Possible follow-ups>
- RE: COMP:Design Programs, Horning, Dick/CVO
- Re: COMP:Design Programs, Bill Allen
- <Possible follow-ups>
- RE: MBMA Code and Wind L, Harold Sprague
- Re[2]: MBMA Code and Wind L, James F Fulton
- RE: MBMA Code and Wind L, Roger Turk
- <Possible follow-ups>
- Re: CHINESE CODES, James F Fulton
- RE: CHINESE CODES, Harold Sprague
- Re: CHINESE CODES, rangelow . peter
- Re: Heat Flow Rate Across/Through Steel, David Carpenter
- <Possible follow-ups>
- RE: Heat Flow Rate Across/Through Steel, Harold Sprague
- Re: Heat Flow Rate Across/Through Steel, CTSTUC
- <Possible follow-ups>
- RE: MBMA Code, Harold Sprague
- Re: Getting Involved - Revisited, Lew Midlam
- <Possible follow-ups>
- Getting Involved - revisited, dodgen
- Getting Involved - Revisited,
dodgen
- RE: Getting Involved - Revisited, Dennis S. Wish
- RE: AutoCAD R14 Tip, Dennis S. Wish
- <Possible follow-ups>
- Re: AutoCAD R14 Tip,
Bill Allen
- RE: AutoCAD R14 Tip, Dennis S. Wish
- RE: AutoCAD R14 Tip, John Cannon Jones
- Re: AutoCAD R14 Tip, Bill Allen
- Re: AutoCAD R14 Tip, Mark Middlebrook
- RE: INTELLICAD98, Dennis S. Wish
- <Possible follow-ups>
- RE: INTELLICAD98, Brent Straka
- RE: INTELLICAD98, Joe Deppe
- <Possible follow-ups>
- Re: Eagle Point Advertising, Bill Allen
- RE: Eagle Point Advertising, Joe Deppe
- Re: Bolt Torques, Arvel L. Williams, P.E.
- <Possible follow-ups>
- RE: Bolt Torques,
Harold Sprague
- Re: Bolt Torques, Paul Reilly
- <Possible follow-ups>
- Re: IBC Code Change Procedures, Richard_Ranous/OES
- Re: IBC Code Change Procedures,
ErnieNSE
- RE: IBC Code Change Procedures, Dennis S. Wish
- Re: IBC Code Change Procedures, Richard_Ranous/OES
- <Possible follow-ups>
- CAD - Standard for Detail Names?????, Williston Warren IV
- Re: CAD - Standard for Detail Names?????, Parkerres
- <Possible follow-ups>
- RE: Welding Rebar, Harold Sprague
- RE: Welding Rebar, Powers, Tony
- Re: Welding Rebar, Scott Funderburk
- <Possible follow-ups>
- RE: Curved Steel Beams, Estes, Kent R.
- RE: Curved Steel Beams, Powers, Tony
- Re: Curved Steel Beams, Michael Donoghue
- Re: Curved Steel Beams, Parkerres
- <Possible follow-ups>
- Re: 2nd try - Subject of Code Clarification - Non-Building Structures, ErnieNSE
- RE: 2nd try - Subject of Code Clarification - Non-Building Structures, Harold Sprague
- RE: Eaglepoint Advertising, Dennis S. Wish
- <Possible follow-ups>
- Re: Eaglepoint Advertising,
ErnieNSE
- Re: Eaglepoint Advertising, Bill Cain, S.E.
- RE: Eaglepoint Advertising, Dennis S. Wish
- Re: Eaglepoint Advertising, ErnieNSE
- Re: Eaglepoint Advertising, T
- <Possible follow-ups>
- Re: Company Advertising, Bill Cain, S.E.
- Re: Company Advertising,
Bill Allen
- Re: Company Advertising, Bill Cain, S.E.
- Re: Company Advertising,
Jim Warne
- Re: Company Advertising, Jill T. Shuttleworth, P.E., S.E.
- RE: Company Advertising, Dennis S. Wish
- RE: Company Advertising, Joe Deppe
- RE: Company Advertising,
Caldwell, Stan
- RE: Company Advertising, Dennis S. Wish
- Re: Company Advertising, T
- RE: Company Advertising, Caldwell, Stan
- Re: Company Advertising, ErnieNSE
- Re: Company Advertising, Abdi (A.S. Moghadam)
- RE: Company Advertising, Powers, Tony
- RE: Company Advertising, Shafat Qazi
- Re: Company Advertising, Bill Allen
- Re: Company Advertising, Michael Donoghue
- Re: Company Advertising, Drew A. Norman, S.E.
- RE: Company Advertising, Shafat Qazi
- Re: Company Advertising, T
- Re: Company Advertising, BCainse
- <Possible follow-ups>
- URM - Parapet Bracing Question -Reply,
Tim McCormick
- RE: URM - Parapet Bracing Question -Reply,
Dennis S. Wish
- Re: URM - Parapet Bracing Question -Reply, Barry H. Welliver
- RE: URM - Parapet Bracing Question -Reply, Dennis S. Wish
- Re: URM - Parapet Bracing Question -Reply, Barry H. Welliver
- RE: URM - Parapet Bracing Question -Reply,
Dennis S. Wish
- <Possible follow-ups>
- SEAONC 1998 Spring Seminar, csh
- SEAONC 1998 Spring Seminar, csh
- <Possible follow-ups>
- SEAONC Structural Computer Expo, May 5th, 1998, Jeff Smith
- <Possible follow-ups>
- caisson footings, Mark and Jessica Pemberton
- Re: Shear wall damages in Northridge Earthquake, Michael Valley
- <Possible follow-ups>
- Re: Shear wall damages in Northridge Earthquake, MarthaAlic
- Re: Shear wall damages in Northridge Earthquake, Richard_Ranous/OES
- Re: Shear wall damages in Northridge Earthquake, Kathleen A. O'Brien
- <Possible follow-ups>
- Re: Advertising, BRBATES
- <Possible follow-ups>
- "Caisson Footings", Lawrence B. Karp
- <Possible follow-ups>
- Re: CFMS - Cold Formed Metal Studs in Wall With Sheathing on One Side Only, Richard Lewis
- Re: CFMS - Cold Formed Metal Studs in Wall With Sheathing on One Side Only, B D Pham
- RE: CAD - Standard for Detail Names?- LONG!, Dennis S. Wish
- <Possible follow-ups>
- RE: CAD - Standard for Detail Names?- LONG!, Dennis S. Wish
- RE: CAD - Standard for Detail Names?- LONG!, Neil Moore
- RE: EVAL: Evaluation of existing structure, Dennis S. Wish
- <Possible follow-ups>
- Re: EVAL: Evaluation of existing structure, ErnieNSE
- Re: EVAL: Evaluation of existing structure,
Michael Donoghue
- Re: EVAL: Evaluation of existing structure, Steve Privett
- Re: EVAL: Evaluation of existing structure, Jeff Smith
- <Possible follow-ups>
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Fw: Dynamic base shears, is it considered?, T. Eric Gillham
- Re: Dynamic base shears, is it considered?, BCASE1356
- Re: Dynamic base shears, is it considered?, Bill Sherman
- Re: Dynamic base shears, is it considered?, Seimone Jurjis
- Re: Dynamic base shears, is it considered?,
Bill Sherman
- Re: Dynamic base shears, is it considered?,
Tom Chiu
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: Dynamic base shears, is it considered?,
Tom Chiu
- Re: Dynamic base shears, is it considered?, Bill Sherman
- <Possible follow-ups>
- RE: CAD - Organizing detail libraries?, Mark Middlebrook
- RE: CAD - Organizing detail libraries?, John Cannon Jones
- RE: CAD - Organizing detail libraries?, Mark Middlebrook
- <Possible follow-ups>
- Re: braced wall code, ErnieNSE
- Re: braced wall code, T
- <Possible follow-ups>
- Re: post-tensioning, ASLCSE
- RE: post-tensioning, Brent Koch
- Re: post-tensioning, Parkerres
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection,
Sam Chang
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- <Possible follow-ups>
- Re: SEAOC $10.00 dues increases objection, Rick . Drake
- Re: SEAOC $10.00 dues increases objection,
ErnieNSE
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection, Bill Allen
- Re: SEAOC $10.00 dues increases objection,
Rawn Nelson
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection, Kathleen A. O'Brien
- Re: SEAOC $10.00 dues increases objection, Bill Allen
- Re: SEAOC $10.00 dues increases objection,
ErnieNSE
- RE: SEAOC $10.00 dues increases objection,
Dennis S. Wish
- Re: SEAOC $10.00 dues increases, Tom Chiu
- RE: SEAOC $10.00 dues increases objection,
Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection,
FLew98
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection,
ErnieNSE
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection, COEngineer
- Re: building classes, Robert J Bossi
- <Possible follow-ups>
- RE: building classes, Ed Marshall
- RE: building classes, Harold Sprague
- Re: building classes, Jeff Smith
- <Possible follow-ups>
- RE: AutoCAD & Network Questions, Mark Middlebrook
- <Possible follow-ups>
- LGSS (Light Gauge Steel Studs) Need design example -Reply, Tim McCormick
- Re: LGSS (Light Gauge Steel Studs) Need design example,
ErnieNSE
- RE: LGSS (Light Gauge Steel Studs) Need design example, Dennis S. Wish
- Re: LGSS (Light Gauge Steel Studs) Need design example -Reply, Bill Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example,
CanitzCF
- RE: LGSS (Light Gauge Steel Studs) Need design example, Dennis S. Wish
- RE: LGSS (Light Gauge Steel Studs) Need design example, Chris Palmateer
- Re: LGSS (Light Gauge Steel Studs) Need design example, David Boyer
- Re: LGSS (Light Gauge Steel Studs) Need design example, David Boyer
- Re: LGSS (Light Gauge Steel Studs) Need design example,
B D Pham
- RE: LGSS (Light Gauge Steel Studs) Need design example, Dennis S. Wish
- Re: LGSS (Light Gauge Steel Studs) Need design example, P. Rajendran
- Re: LGSS (Light Gauge Steel Studs) Need design example, Brian K. Smith
- Re: LGSS (Light Gauge Steel Studs) Need design example, P. & S. Guthrie
- Re: LGSS (Light Gauge Steel Studs) Need design example,
Neil Moore
- Re: LGSS (Light Gauge Steel Studs) Need design example, M K. Parfitt
- Re: LGSS (Light Gauge Steel Studs) Need design example, T
- RE: LGSS (Light Gauge Steel Studs) Need design example, Harold Sprague
- Re: LGSS (Light Gauge Steel Studs) Need design example, Bill Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example,
Julio . Guerra
- Important Instructions - Please Read, Dennis S. Wish
- Re: LGSS (Light Gauge Steel Studs) Need design example, Abdul Chahim
- Re: LGSS (Light Gauge Steel Studs) Need design example, Abdul Chahim
- RE: LGSS (Light Gauge Steel Studs) Need design example, Virginia Juarana
- Re: LGSS (Light Gauge Steel Studs) Need design example, James Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example, Kathleen A. O'Brien
- Re: LGSS (Light Gauge Steel Studs) Need design example, Bobeng
- RE: SEAOC Committee Meetings, Dennis S. Wish
- <Possible follow-ups>
- Re: SEAOC Committee Meetings, Bill Allen
- Re: SEAOC Committee Meetings, ErnieNSE
- Re: SEAOC Committee Meetings,
FLew98
- RE: SEAOC Committee Meetings "Virtual committee standards",
Dennis S. Wish
- Virtual committee standards, Bill Cain, S.E.
- RE: SEAOC Committee Meetings "Virtual committee standards",
Dennis S. Wish
- Re: SEAOC Committee Meetings,
Bill Allen
- RE: SEAOC Committee Meetings, Dennis S. Wish
- Re: SEAOC Committee Meetings, FLew98
- Re: SEAOC Committee Meetings, Rlfong
- Re: SEAOC Committee Meetings,
Bill Allen
- RE: SEAOC Committee Meetings,
Dennis S. Wish
- Re: SEAOC Committee Meetings, Richard C.C. Lee
- RE: SEAOC Committee Meetings,
Dennis S. Wish
- Re: SEAOC Committee Meetings,
ErnieNSE
- Re: SEAOC Committee Meetings, Tom Chiu
- Re: SEAOC Committee Meetings,
Jill T. Shuttleworth, P.E., S.E.
- RE: SEAOC Committee Meetings, Dennis S. Wish
- Re: SEAOC Committee Meetings,
Bill Allen
- Misinterpreted Comments, Dennis S. Wish
- Re[2]: SEAOC Committee Meetings, Rick . Drake
- Re: SEAOC Committee Meetings / "picture phones", Shafat Qazi
- RE: holdowns @ stucco walls, Dennis S. Wish
- <Possible follow-ups>
- Re: holdowns @ stucco walls, Parkerres
- RE: LGSS - Opinion on Stud pins in steel studs verses scr, Dennis S. Wish
- <Possible follow-ups>
- Re: El Nino water surch & Seismic Activity, Richard_Ranous/OES
- <Possible follow-ups>
- RE: Seismic acceleration of H2O, Harold Sprague
- RE: Seismic acceleration of H2O, Brent Koch
- Re: RE: Seismic acceleration of H2O, Bill Sherman
- RE: RE: Seismic acceleration of H2O, Harold Sprague
- RE: Seismic acceleration of H2O, Williston Warren IV
- Re: Seismic acceleration of H2O, Bill Sherman
- <Possible follow-ups>
- Re: Tube steel connections, Neil Moore
- RE: Tube steel connections, Powers, Tony
- Re: Tube steel connections, Michael Donoghue
- Re: Tube steel connections, Bobeng
- <Possible follow-ups>
- RE: Near Fault Factor Maps, Tom Long
- Re: Ductility demand and Ductility capacity, Tom Chiu
- <Possible follow-ups>
- Re: Ductility demand and Ductility capacity, BYONGCHOI
- Re: New HSS Manual from AISC, Brian K. Smith
- <Possible follow-ups>
- Re: New HSS Manual from AISC, Rick . Drake
- RE: SEAOC $10.00 dues in, Dennis S. Wish
- <Possible follow-ups>
- RE: SEAOC $10.00 dues in,
Roger Turk
- RE: SEAOC $10.00 dues in, Dennis S. Wish
- RE: I HATE MY HMO!!!, Dennis S. Wish
- RE: SEAOC $10 dues increase objection, Dennis S. Wish
- <Possible follow-ups>
- Re: SEAOC $10 dues increase objection,
FLew98
- Response to Frank Lew & Virtual Committees, Dennis S. Wish
- Re: SEAOC $10 dues increase objection, Bill Allen
- <Possible follow-ups>
- Re: International Building Code 2000, Ed . Haninger
- Re: CONC - Modern concrete frame building -,
Ron Hamburger
- Re: CONC - Modern concrete frame building -,
Tom Chiu
- Re: CONC - Modern concrete frame building -, Juan C. Gray
- Re: CONC - Modern concrete frame building -, Tom Chiu
- Re: CONC - Modern concrete frame building -,
Tom Chiu
- <Possible follow-ups>
- RE: CONC - Modern concrete frame building -, Gregory P. Luth
- <Possible follow-ups>
- Re: Light Gage Steel Design Software, Dave Morris
- Re: AutoCadLT/12/14 Layering problems, Brian K. Smith
- RE: AutoCadLT/12/14 Layering problems, Dennis S. Wish
- <Possible follow-ups>
- Re: AutoCadLT/12/14 Layering problems, Bill Allen
- Re: AutoCadLT/12/14 Layering problems, Kathleen A. O'Brien
- Re: AutoCadLT/12/14 Layering problems, Mark Middlebrook
- RE: Virtual Committee, Dennis S. Wish
- <Possible follow-ups>
- Re: Has any one seen ....., John F. Jones
- <Possible follow-ups>
- Re: Stainless Steel Reinforcement, Norb Volny
- Re: Stainless Steel Reinforcement, CanitzCF
- Re: Stainless Steel Reinforcement, Tom . Hunt
- Re: Stainless Steel Reinforcement, Michael Donoghue
- <Possible follow-ups>
- Re: Y2K Issue,
Norb Volny
- RE: Y2K Issue, Dennis S. Wish
- Re: Y2K Issue,
John O'Brien
- RE: Y2K Issue,
Dennis S. Wish
- RE: Y2K Issue, Andrew Goh
- RE: Y2K Issue,
Dennis S. Wish
- Re: Y2K Issue, Philip Christensen
- <Possible follow-ups>
- Re: Virtual Standards Committee - Volunteers Needed please read,
Shafat
- RE: Virtual Standards Committee - Volunteers Needed please read, Dennis S. Wish
- <Possible follow-ups>
- Re: Near source maps, BCainse
- Near Source Maps, Rick . Drake
- Re: IBC First Draft Comment,
Steve Privett
- RE: IBC First Draft Comment, Dennis S. Wish
- <Possible follow-ups>
- Re: Diaphragm and wall deflections, Charles Greenlaw
- Re: Diaphragm and wall deflections, FLew98
- Re: Diaphragm and wall deflections, Charles Greenlaw
- Re: IBC Masonry Special Inspection Requirements, Tom Chiu
- <Possible follow-ups>
- Re: IBC Masonry Special Inspection Requirements, Sandy Pringle
- Re: IBC Masonry Special Inspection Requirements, ErnieNSE
- RE: IBC Masonry Special Inspection Requirements, Harold Sprague
- Re: COMP Backup Software Recommendations, Bill Cain, S.E.
- Re: COMP Backup Software Recommendations,
Arvel L. Williams, P.E.
- RE: COMP Backup Software Recommendations, Dennis S. Wish
- RE: COMP Backup Software Recommendations, Paul McEntee
- Re: COMP Backup Software Recommendations, Lew Midlam
- <Possible follow-ups>
- Re: COMP Backup Software Recommendations,
Bill Allen
- Re: COMP Backup Software Recommendations, Lew Midlam
- Re: COMP Backup Software Recommendations, Lew Midlam
- <Possible follow-ups>
- Re: Joining SEAOC, BCainse
- RE: Joining SEAOC, Joe Deppe
- Re: Joining SEAOC, Richard_Ranous/OES
- Re: SEAOC Dues Increases, Dan Vines
- RE: SEAOC Dues Increases - Resonse to James Lai's Comments, Dennis S. Wish
- <Possible follow-ups>
- Re: SEAOC Dues Increases, Richard_Ranous/OES
- RE: duplication of plans, Dennis S. Wish
- Re: duplication of plans, Tom Chiu
- <Possible follow-ups>
- Re: duplication of plans, Parkerres
- Re: duplication of plans,
BVeit
- RE: duplication of plans, Dennis S. Wish
- RE: duplication of plans,
Richard_Ranous/OES
- Re: duplication of plans,
Bill Allen, S.E.
- RE: duplication of plans, Dennis S. Wish
- Re: duplication of plans,
Bill Allen, S.E.
- Re: duplication of plans,
Richard_Ranous/OES
- Re: duplication of plans, Bill Allen, S.E.
- Re: duplication of plans,
Richard_Ranous/OES
- IBC Conventional Framing, Dennis S. Wish
- Re: duplication of plans,
Rhkratzse
- RE: duplication of plans, Dennis S. Wish
- RE: RE: duplication of plans, Dennis S. Wish
- Re: Bouncing Messages, John S. Conover
- Re: pier design, Bill Cain, S.E.
- Re: pier design,
Arvel L. Williams, P.E.
- Re: pier design,
Michael Donoghue
- Re: pier design, Arvel L. Williams, P.E.
- Re: pier design,
Michael Donoghue
- Re: pier design, Arvel L. Williams, P.E.
- <Possible follow-ups>
- RE: pier design, Gregory P. Luth
- Pier Design, engrathm
- Re[2]: pier design,
James F Fulton
- Bolted Moment Connections, Michael D Zaitz
- Re: pier design, Arvel L. Williams, P.E.
- RE: pier design, Harold Sprague
- RE: pier design, Bill Polhemus
- RE: pier design, Bill Polhemus
- Re: pier design, BVeit
- <Possible follow-ups>
- Fw: wind loads, T. Eric Gillham
- RE: wind loads,
Harold Sprague
- Re: wind loads,
P. Rajendran
- Re: wind loads, Bill Allen, S.E.
- RE: wind loads - Word Wrapping, Dennis S. Wish
- Re: wind loads,
P. Rajendran
- <Possible follow-ups>
- Re: Specs: Wide Enough for Two.., Yank2002
- Re: List Archives now Searchable!, Bill Cain, S.E.
- <Possible follow-ups>
- RE:Clinton Joke!, カストロ.J.J
- Re: Int'l Bldg. Code 2000 Seismic Maps, Gary Chock, S. E.
- <Possible follow-ups>
- Re[2]: Int'l Bldg. Code 2000 Seismic Maps, James F Fulton
- RE: Re[2]: Int'l Bldg. Code 2000 Seismic Maps, Harold Sprague
- Re[4]: Int'l Bldg. Code 2000 Seismic Maps,
James F Fulton
- Re: Re[4]: Int'l Bldg. Code 2000 Seismic Maps, Bill Cain, S.E.
- Re: Re[4]: Int'l Bldg. Code 2000 Seismic Maps, T
- Re: Things you can learn from a Dog, M.Nadkarni
- Re: Repair Code, Bill Allen, S.E.
- <Possible follow-ups>
- Re: Repair Code, Richard_Ranous/OES
- <Possible follow-ups>
- Re: bridging to floor joists, BVeit
- RE: HUMOR: brief everything I know about Civil Engineering (fwd), Dennis S. Wish
- Re: Email Standards,
nmends
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards,
-=maura=-
- Re: Email Standards,
nmends
- RE: Email Standards, MIME, HTML Mail, RTF etc., Dennis S. Wish
- Re: Email Standards, MIME, HTML Mail, RTF etc., Arvel L. Williams, P.E.
- Re: Email Standards, MIME, HTML Mail, RTF etc., nmends
- Re: Email Standards,
nmends
- <Possible follow-ups>
- Re: Email Standards,
FLew98
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards, Bill Allen, S.E.
- RE: Email Standards,
Dennis S. Wish
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards,
John Nichols
- Re: Email Standards, Bill Allen, S.E.
- RE: Email Standards, Dennis S. Wish
- SV: Email Standards, felix megdoud
- Re: Email Standards, T
- Re: Email Standards,
T
- Structural I Study Guides, Michael D Zaitz
- RE: Email Standards, Caldwell, Stan
- Re: Email Standards, FLew98
- Email standards, Brian Kehoe
- RE: Email Standards,
Roger Turk
- Re: Email Standards, nmends
- Re: Email Standards,
Bill Allen, S.E.
- RE: Email Standards, Dennis S. Wish
- Re: Email Standards,
FLew98
- Re: Email Standards, Bill Allen, S.E.
- RE: Email Standards, ITSEKSON SASHA
- RE: Email Standards, engrathm
- <Possible follow-ups>
- Re: Which Club to Join, John Nichols
- Re: Which Club to Join,
Kathleen A. O'Brien
- Re: Which Club to Join,
Bill Allen, S.E.
- RE: Which Club to Join, Dennis S. Wish
- Re: Which Club to Join,
Bill Allen, S.E.
- Re: Which Club to Join, EphHirsch
- RE: Which Club to Join,
John Nichols
- The North American Seaoc - for John down under, Dennis S. Wish
- Re: Re: Which Club to Join,
RGRAY AIA
- RE: Re: Which Club to Join, Dennis S. Wish
- Re: Which Club to Join, Kathleen A. O'Brien
- RE: Which Club to Join, John Nichols
- Re: RE: Which Club to Join, bruce . shephard
- Re: RE: Which Club to Join, John Nichols
- RE: Which Club to Join, Charles Greenlaw
- RE: Which Club to Join, John Nichols
- RE: Which Club to Join, Roger Turk
- <Possible follow-ups>
- Re: Wood, Richard_Ranous/OES
- <Possible follow-ups>
- Northridge EQ and Wood, buddy_showalter
- RE: Email Standards and garbage!, Dennis S. Wish
- <Possible follow-ups>
- Re: Email Standards and garbage!, T
- <Possible follow-ups>
- RE: Thank You, Bill Polhemus
- Re: Message to those Lurking in the shadows:>), Tom Chiu
- <Possible follow-ups>
- RE: Message to those Lurking in the shadows:>), Freilinger, Shawn W
- RE: Message to those Lurking in the shadows:>), Brent Ludwick
- Re: Message to those Lurking in the shadows:>), Robert Bill
- FW: Message to those Lurking in the shadows:>), Nguyen, John
- <Possible follow-ups>
- SV: Dues Deduct??, felix megdoud
- Re: Dues Deduct??, Richard_Ranous/OES
- RE: Intellicad 60 day money back,
Dennis S. Wish
- Re: Intellicad 60 day money back, Bill Allen, S.E.
- Re: Landslide, Martin Johnson
- Re: Landslide, Tom Chiu
- <Possible follow-ups>
- Re: Landslide -Reply,
Tim McCormick
- Re: Landslide -Reply, Tarek Mokhtar
- Re: Landslide, nmoore
- Re: Landslide, Norb Volny
- Re: Landslide,
Parkerres
- Re: Landslide, John Buchanan
- Re: Landslide, Rhkratzse
- Re: Landslide, Parkerres
- Re: Landslide, T
- Re: Landslide,
Roger Turk
- Re: Landslide,
Tom Chiu
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide,
Tom Chiu
- RE: Landslide,
Caldwell, Stan
- Re: Landslide,
Arvel L. Williams, P.E.
- Re: Landslide, John Buchanan
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide,
Arvel L. Williams, P.E.
- RE: Landslide, Norb Volny
- Re: Landslide, Bobeng
- Re: Landslide, Bobeng
- Re: Re: Landslide, Rhkratzse
- RE: Landslide,
Caldwell, Stan
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide, Richard_Ranous/OES
- Re: Landslide,
Rhkratzse
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide, Roger Turk
- Re: Landslide,
nmoore
- RE: Landslide, Dennis S. Wish
- Re: Landslide, nmoore
- Re: Re: Landslide, Rhkratzse
- RE: Landslide,
Caldwell, Stan
- Re: Landslide, Arvel L. Williams, P.E.
- RE: Landslide, Kathleen A. O'Brien
- RE: Landslide, John Nichols
- RE: Landslide, Powers, Tony
- Re: Listserv membership,
Dave Evans
- RE: Listserv membership, Dennis S. Wish
- RE: Listserv membership, Dennis S. Wish
- Re: Listserv membership, Shafat Qazi
- <Possible follow-ups>
- Re: Survey on the Benefits of EQ Mitigation, John Nichols
- Survey on the Benefits of EQ Mitigation, Patricia A. Grossi
- Re: Coring concrete slab, Arvel L. Williams, P.E.
- Re: Coring concrete slab, bocte
- Re: Coring concrete slab, Bill Cain, S.E.
- <Possible follow-ups>
- Coring Concrete Slab, Drew A. Norman, S.E.
- Re: Coring concrete slab, JChen2250
- RE: Coring concrete slab, Gill Chris
- RE: Coring concrete slab, Tom Castle
- Re: Coring concrete slab, Parkerres
- Re: Coring concrete slab, Bobeng
- Re: Coring concrete slab, Bobeng
- Re: Message to those Lur,
Arvel L. Williams, P.E.
- Re: winmail.dat, -=maura=-
- Re: bridge bearings, bocte
- Re: Caissionse, Tom Chiu
- Re: Caissionse, JAA
- <Possible follow-ups>
- Re: Caissionse, LtTang
- <Possible follow-ups>
- Re: Curved Girder Bridge Software, gngolde
- <Possible follow-ups>
- Re: Survey of Lurkers - You gotta be kidding?, Charles Greenlaw
- <Possible follow-ups>
- Re: Tank Deadman, Bill Sherman
- RE: Tank Deadman, Harold Sprague
- x brace question,
Tarek Mokhtar
- Re: x brace question, Sam Chang
- Re: x brace question, Dave Evans
- Re: x brace question, Patrick Rodgers
- Re: x brace question, Michael Valley
- Re: x brace question, bocte
- Re: Structural I Study Guides, Edwin Schmeckpeper
- <Possible follow-ups>
- Re: Structural I Study Guides, RJConley
- <Possible follow-ups>
- Re: General business que, Kathleen A. O'Brien
- <Possible follow-ups>
- RE: x brace question, ITSEKSON SASHA
- Re: x brace question, Bill Sherman
- RE: x brace question, ITSEKSON SASHA
- RE: x brace question, Arenson
- Re: x brace question, Bill Sherman
- RE: x brace question,
Ed Marshall
- RE: x brace question,
Martin Johnson
- RE: x brace...seismic slenderness, Dave Evans
- RE: x brace question,
Martin Johnson
- RE: x brace question, Arenson
- RE: x brace question, ITSEKSON SASHA
- x brace question, Engmail
- RE: removing partition walls:,
Dennis S. Wish
- RE: removing partition walls:,
John Buchanan
- Re: removing partition walls:, Tom Chiu
- RE: removing partition walls:, Dennis S. Wish
- RE: removing partition walls:, Dennis S. Wish
- RE: removing partition walls:,
John Buchanan
- <Possible follow-ups>
- Re: removing partition walls:, ErnieNSE
- Re: removing partition walls:, Bobeng
- RE: removing partition walls:, nmoore
- <Possible follow-ups>
- Re: Virus Hoaxes, LtTang
- Re: Virus Hoaxes,
rangelow . peter
- RE: Virus Hoaxes, Dennis S. Wish
- <Possible follow-ups>
- Re: Veterans Please READ, Roger Turk
- Veterans Please READ, Kathleen A. O'Brien
- Re: International Collecting on Invoices, -=maura=-
- RE: International Collecting on Invoices, Dennis S. Wish
- <Possible follow-ups>
- Fw: International Collecting on Invoices,
T
- Re: +ACY Characters from Listserver, Bill Cain, S.E.
- Re: International Collecting on Invoices, T
- Re: Re: International Collecting on Invoices, Rhkratzse
- <Possible follow-ups>
- RE: IntelliCAD Site (Corrected),
Joe Deppe
- OC Dinner Meeting - March, 1998,
Bill Allen, S.E.
- Re: OC Dinner Meeting - March, 1998, Tarek Mokhtar
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- RE: OC Dinner Meeting - March, 1998, Dennis S. Wish
- OC Dinner Meeting - March, 1998,
Bill Allen, S.E.
- RE: lurking, Dennis S. Wish
- <Possible follow-ups>
- Re: International Collec, T
- <Possible follow-ups>
- Re: Plastic moment capacity of concrete filled steel pipes, Bobeng
- <Possible follow-ups>
- Re: & Characters from Listserver,
FLew98
- Re: & Characters from Listserver, Bill Cain, S.E.
- Re: & Characters from Listserver, Bill Allen, S.E.
- Re: & Characters from Listserver,
-=maura=-
- Re: & Characters from Listserver, Bill Allen, S.E.
- Re: & Characters from Listserver, T
- Re: & Characters from Listserver, T
- <Possible follow-ups>
- Re: OC Dinner Meeting - March, 1998,
John Nichols
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: OC Dinner Meeting - March, 1998,
FLew98
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re: OC Dinner Meeting - March, 1998,
Richard_Ranous/OES
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re: OC Dinner Meeting - March, 1998, CarlS 95
- RE: OC Dinner Meeting - March, 1998,
Bill Allen
- RE: OC Dinner Meeting - March, 1998, Dennis S. Wish
- RE: OC Dinner Meeting - March, 1998, John Cannon Jones
- Re: OC Dinner Meeting - March, 1998,
Charles Greenlaw
- Re: OC Dinner Meeting - March, 1998, Lynn Howard
- Re: OC Dinner Meeting - March, 1998, ErnieNSE
- <Possible follow-ups>
- Re: Re[2]: Plastic moment capacity of concrete filled steel pipe, Bobeng
- Re: Re[2]: Plastic moment capacity of concrete filled steel pipe,
Anand Nene
- Re: Plastic moment capacity of concrete filled steel pipe,
Bruno Côté
- Re: Plastic moment capacity of concrete filled steel pipe, Charley Hamilton
- Re: Plastic moment capacity of concrete filled steel pipe,
Bruno Côté
- Re: Plastic moment capacity of concrete filled steel pipe, Glauco
- Re: Plastic moment capacity of concrete filled steel pipe, Anand Nene
- <Possible follow-ups>
- Re: Three Engineers, T
- Re: Engineer's duty to public safety?, Steve Privett
- <Possible follow-ups>
- Engineer's duty to public safety?, BVeit
- Re: Engineer's duty to public safety?, nmoore
- <Possible follow-ups>
- Re: modeling masonry, John Nichols
- re: micropilots,
Bill Cain, S.E.
- RE: micropilots,
Dennis S. Wish
- Re: micropilots, Bill Allen, S.E.
- RE: micropilots,
Dennis S. Wish
- <Possible follow-ups>
- RE: micropilots, Harold Sprague
- Re: micropilots,
ErnieNSE
- Re: micropilots, Bill Allen, S.E.
- RE: micropilots, Dennis S. Wish
- Re: micropilots, T
- RE: micropilots,
Roger Turk
- RE: micropilots, Dennis S. Wish
- Re: micropilots, Juan C. Gray
- Re: micropilots, Bobeng
- Re: micropilots, Roger Turk
- Re: micropilots,
nmoore
- Memories of college daze and Participation, Dennis S. Wish
- re:micropilots, Esteban González Elizondo
- RE: micropilots, Caldwell, Stan
- <Possible follow-ups>
- Tanslation mistake, Kathleen A. O'Brien
- <Possible follow-ups>
- Re: Truck loading,
nmoore
- Re: Truck loading,
Tom Chiu
- Re: Truck loading, Bill Cain, S.E.
- Re: Truck loading,
Tom Chiu
- RE: Truck loading, Serroels, Chris/SAC
- Re: Truck loading,
Roger Turk
- Re: Truck loading, Jim Dane
- Re: Truck loading, RJConley
- <Possible follow-ups>
- RE: Brick Masonry, Ed Marshall
- Re: Try Again, Tom Chiu
- <Possible follow-ups>
- Fw: Try Again, T
- Fw: Try Again, T
- Fw: Try Again, T
- Re: Try Again, T
- Fw: Try Again,
T
- RE: Try Again,
Dennis S. Wish
- Re: Try Again, nmends
- RE: Try Again,
Dennis S. Wish
- Re: Try Again, Roger Turk
- Fw: Try Again, T
- Re: Loads on culverts, Dave Anderson
- Re: Loads on culverts, Bruno Côté
- <Possible follow-ups>
- Re: Loads on culverts, John Nichols
- Re: Loads on culverts, BCainse
- Re: Loads on culverts, Mark A. Scott
- RE: Loads on culverts, Caldwell, Stan
- Re: Loads on culverts, P. & S. Guthrie
- Re: Loads on culverts, Mark A. Scott
- RE: Quote for SUnday 15 March, Dennis S. Wish
- <Possible follow-ups>
- RE: Quote for SUnday 15 March,
John Nichols
- Re: Quote for SUnday 15 March, Juan C. Gray
- RE: Quote for SUnday 15 March, Dennis S. Wish
- RE: Quote for SUnday 15 March, Dennis S. Wish
- <Possible follow-ups>
- RE: O.C. Dinner Meeting, Bill Allen
- Re: Help, please, Shafat Qazi
- <Possible follow-ups>
- Re: Help, please, Sandy Pringle
- <Possible follow-ups>
- Re: Wood - Radiused GLB Roof beams - outward thrust deflection question, Bdpooley
- Re: Wood - Radiused GLB Roof beams - outward thrust deflection question, BVeit
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- <Possible follow-ups>
- Re: LGSS - Light Gauge Steel Stud question,
CanitzCF
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: LGSS - Light Gauge Steel Stud question,
B D Pham
- RE: LGSS - Light Gauge Steel Stud question,
Dennis S. Wish
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- RE: LGSS - Light Gauge Steel Stud question,
Dennis S. Wish
- Re: LGSS - Light Gauge Steel Stud question,
B D Pham
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: LGSS - Light Gauge Steel Stud question,
ErnieNSE
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: LGSS - Light Gauge Steel Stud question, David Boyer
- Re: LGSS - Light Gauge Steel Stud question,
ErnieNSE
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- <Possible follow-ups>
- Plan Reviews - Plan Checking, Drew A. Norman, S.E.
- Re: Plan Reviews - Plan Checking, P. & S. Guthrie
- Re: Plan Reviews - Plan Checking, John F. Jones
- <Possible follow-ups>
- Re: Quotables, John Nichols
- <Possible follow-ups>
- RE: AISC - LRFD manual, Volume II., Arenson
- RE: AISC - LRFD manual, Volume II., Powers, Tony
- RE: COMP-Print Screen, Dennis S. Wish
- Re: COMP-Print Screen, Arvel L. Williams, P.E.
- <Possible follow-ups>
- RE: COMP-Print Screen, Ed Marshall
- RE: COMP-Print Screen, Bill Allen
- RE: COMP-Print Screen, Powers, Tony
- RE: COMP-Print Screen, John Cannon Jones
- Re: COMP-Print Screen, FLew98
- RE: COMP-Print Screen, Caldwell, Stan
- RE: COMP-Print Screen, Powers, Tony
- RE: COMP-Print Screen, Chi, Kehshin
- RE: COMP-Print Screen, Caldwell, Stan
- RE: COMP-Print Screen, Bill Polhemus
- RE: COMP-Print Screen, Bill Allen
- RE: COMP-Print Screen, Bill Allen
- RE: COMP-Print Screen, Roger Turk
- Re: COMP-Print Screen, Rlfong
- Re: COMP-Print Screen, Dave Morris
- RE: COMP-Print Screen, Caldwell, Stan
- <Possible follow-ups>
- RE: MBR Tie-Down System, Edward Chin
- Re: MBR Tie-Down System, T
- RE: MBR Tie-Down System, Edward Chin
- Re: MBR Tie-Down System, T
- RE: MBR Tie-Down System, Edward Chin
- RE: MBR Tie-Down System, Chris Palmateer
- <Possible follow-ups>
- RE: 1997 UBC,
Bill Allen
- RE: 1997 UBC, Dennis S. Wish
- RE: 1997 UBC, Roger Turk
- RE: 1997 UBC, Bill Allen
- Re: What is a Micropile?/ ¿Qué es un micropilote?, Juan C. Gray
- Re: masonry, Juan C. Gray
- <Possible follow-ups>
- Re: masonry, John Nichols
- RE: extremities, Dennis S. Wish
- <Possible follow-ups>
- Re: extremities, EphHirsch
- RE: Existing wall/Fdns, Dennis S. Wish
- <Possible follow-ups>
- Re: Existing wall/Fdns, Norb Volny
- Re: Existing wall/Fdns, T
- Re: Existing wall/Fdns, T
- Re: Seismic Beams, Tom Chiu
- <Possible follow-ups>
- RE: Issues in Forensic Engineering '98, Bill Allen
- RE: Issues in Forensic Engineering '98, John Nichols
- <Possible follow-ups>
- RE: '97 code seismic map arrived from ICBO, Bill Allen
- Re: '97 code seismic map arrived from ICBO, BCainse
- RE: '97 code seismic map arrived from ICBO, Tom Castle
- Re: '97 code seismic map arrived from ICBO, RDAHLMANN
- <Possible follow-ups>
- Re: SE Registration, Richard_Ranous/OES
- Re: SE Registration, Mike Brown
- Re: SE Registration,
Richard_Ranous/OES
- Re: SE Registration, Phil Dodd
- RE: SE Registration, Dennis S. Wish
- Re: SE Registration, SEAOSC
- Fw: SE Registration,
T. Eric Gillham
- Re: Fw: SE Registration,
Tom Chiu
- Re: Fw: SE Registration, Steve Privett
- Re: Fw: SE Registration,
Tom Chiu
- Re: SE Registration, Bill Sherman
- Fw: SE Registration -Reply,
Tim McCormick
- Re: Fw: SE Registration -Reply, Robert J Bossi
- Re: Fw: SE Registration -Reply -Reply,
Tim McCormick
- Re: Fw: SE Registration -Reply -Reply, Robert McGhie
- SE Registration, Drew A. Norman, S.E.
- Re: SE Registration,
ErnieNSE
- Re: SE Registration, Steve Privett
- RE: SE Registration, Dennis S. Wish
- Re: Fw: SE Registration -Reply -Reply -Reply, Tim McCormick
- RE: SE Registration, Lee, Calvin
- RE: SE Registration, Richard_Ranous/OES
- RE: SE Registration, nmoore
- <Possible follow-ups>
- Re: Lesser primate committees, ErnieNSE
- Re: Lesser primate committees, John Nichols
- Re: Lesser primate committees, Kathleen A. O'Brien
- <Possible follow-ups>
- Re: Government Wisdom, Michael Donoghue
- Re: Government Wisdom, John Nichols
- <Possible follow-ups>
- Re: LGSS - Partition Attachment, Julio . Guerra
- RE: LGSS - Partition Attachment, Harold Sprague
- <Possible follow-ups>
- Re: Shift in the seismic paradigm?, John Nichols
- <Possible follow-ups>
- RE: COMP: CRSI Concrete Design Programs,
Nickel, Patrick
- Timid Posters, Dennis S. Wish
- RE: Quote of the day Tuesday your monday night -- Reality??, Dennis S. Wish
- Re: Bridge, Bruno Côté
- <Possible follow-ups>
- Shiner Bock, Caldwell, Stan
- <Possible follow-ups>
- Re: Quote of the day Tuesday, John Nichols
- Re: [Fwd: eccentric footings], Bruno Côté
- <Possible follow-ups>
- Re: [Fwd: eccentric footings],
RDAHLMANN
- Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Re: [Fwd: eccentric footings], Anand Nene
- RE: Entire Engineering Community Freaking Out?, Dennis S. Wish
- <Possible follow-ups>
- RE: Entire Engineering Community Freaking Out?,
FredT5
- RE: Entire Engineering Community Freaking Out?, Dennis S. Wish
- Re: Entire Engineering Community Freaking Out?, Barry H. Welliver
- <Possible follow-ups>
- Re: '97 code seismic map -- Questions, questions, questions, Mike Brown
- Re: Repair Standards before the next one...., Robert J Bossi
- <Possible follow-ups>
- Repair Standards before the next one...., Brian Kehoe
- Repair Standards before the next one.... -Reply, Tim McCormick
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- Re: Repair Standards before the next one....-Reply, Brian Kehoe
- Re: Repair Standards before the next one....-Reply, Richard_Ranous/OES
- <Possible follow-ups>
- Re: Shift in the seismic par, John Nichols
- <Possible follow-ups>
- Re: Continuous Footings, Norb Volny
- Re: CE or PE, Steve Privett
- <Possible follow-ups>
- Re: CE or PE, Mike Brown
- Re: Acronyms, Daniel Del Carlo
- ACI 318 curiosity, Sleiman Serhal
- <Possible follow-ups>
- Re: Acronyms, Mcsherrygp
- Re: Acronyms, ErnieNSE
- Re: Acronyms, John Nichols
- Re: Acronyms, ParkerSCal
- Re: Sulfate Res Conc. & Wate, Sleiman Serhal
- <Possible follow-ups>
- Re: Sulfate Res Conc. & Wate,
Harris3803
- Re: Sulfate Res Conc. & Wate, Sleiman Serhal
- <Possible follow-ups>
- Re: Sulfate Res Conc. & Waterproofing,
Norb Volny
- Re: Sulfate Res Conc. & Waterproofing,
Robert Kazanjy
- Re: Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Re: Sulfate Res Conc. & Waterproofing, Arvel L. Williams, P.E.
- Re: Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Re: Sulfate Res Conc. & Waterproofing,
Robert Kazanjy
- Re: EIT, PE Qualifications, Jim Dane
- RE: EIT, PE Qualifications, Dennis S. Wish
- <Possible follow-ups>
- RE: EIT, PE Qualifications, lsmith
- Re: Type V Cement, Sleiman Serhal
- <Possible follow-ups>
- Re: Type V Cement,
Bill Sherman
- Wind question,
Tarek Mokhtar
- Re: Wind question, Lew Midlam
- Re: Type V Cement, Patrick J. Quinn
- Wind question,
Tarek Mokhtar
- Re: Type V Cement, nmoore
- RE: A small primates view of the week that was., Dennis S. Wish
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Tom Chiu
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Szuchuan Chang
- <Possible follow-ups>
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel,
Brent Koch
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Szuchuan Chang
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Dennis S. Wish
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel,
Michael Donoghue
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Dennis S. Wish
- RE: Special Request to Bill Allen and Dennis Wish, Dennis S. Wish
- RE: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Dennis S. Wish
- <Possible follow-ups>
- Re: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Richard Lewis
- Re: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Randy Vogelgesang
- Re: Granite Cladding (without using mechanical fasteners), Tom Chiu
- Re: Granite Cladding (without using mechanical fasteners), Paul Mariai
- <Possible follow-ups>
- Fw: Granite Cladding (without using mechanical fasteners), T. Eric Gillham
- Re: Granite Cladding (without using mechanical fasteners), Brent R. Koch
- Re: lateral drift, Bruno Côté
- <Possible follow-ups>
- Re: lateral drift,
Roger Turk
- Re: lateral drift, Bruno Côté
- Re: lateral drift, gngolde
- Fw: lateral drift, T. Eric Gillham
- Re: Problem with Deputy Inspector, -=maura=-
- <Possible follow-ups>
- Re: Problem with Deputy Inspector, Harris3803
- Re: Problem with Deputy Inspector, nmoore
- Re: Problem with Deputy Inspector, nmoore
- RE: Problem with Deputy Inspector, James Cohen
- Re: Problem with Deputy Inspector, Harris3803
- Re: Problem with Deputy Inspector, Sandy Pringle
- Re: Problem with Deputy Inspector, BCainse
- Re: Problem with Deputy Inspector, JRGuer
- re:Problem with Deputy Inspector, Williston Warren IV
- Re: Problem with Deputy Inspector, Williston Warren IV
- Re: Problem with Deputy Inspector, Robert Bill
- Re: Problem with Deputy Inspector, Norb Volny
- Problem with Deputy Inspector -Reply, Tim McCormick
- Re: Problem with Deputy Inspector, MJSLAYSMAN
- Re: Repair Standards before the next one..., Robert J Bossi
- <Possible follow-ups>
- Re: Repair Standards before the next one..., Richard_Ranous/OES
- Re: Repair Standards before the next one..., Brian Kehoe
- Re: Repair Standards before the next one..., Richard_Ranous/OES
- Re: Granite Cladding (without mechanical fasteners), -=maura=-
- Re: Granite Cladding (without mechanical fasteners), Tom Chiu
- <Possible follow-ups>
- Re: Granite Cladding (without mechanical fasteners), Brent R. Koch
- <Possible follow-ups>
- Re: Granite cladding(without using mechanical fasteners),
Raghu Pendyala
- Re: Granite cladding(without using mechanical fasteners), Alex Nacionales
- Re: Granite cladding(without using mechanical fasteners), Norb Volny
- Re: Moment Frames, NEZIH GUNAL
- Re: Moment Frames, Bill Cain, S.E.
- Re: Moment Frames, Bruno Côté
- <Possible follow-ups>
- Re: Moment Frames, MarthaAlic
- RE: Moment Frames, Ed Marshall
- Re: Moment Frames,
MACK2100
- Re: Moment Frames, Robert Kazanjy
- <Possible follow-ups>
- Problem with Deputy Inspector -- Follow-up, Drew A. Norman, S.E.
- Re: Problem with Deputy Inspector -- Follow-up, ParkerSCal
- Problem with Deputy Inspector -- Follow-up, Drew A. Norman, S.E.
- Re: Problem with Deputy Inspector -- Follow-up, Robert Bill
- Re: Problem with Deputy Inspector -- Follow-up, Sandy Pringle
- <Possible follow-ups>
- Re: UBC Wall Boundary Element Detailing Requirements`, Norb Volny
- <Possible follow-ups>
- Re: Creep, Shrinkage of Concrete Filled Tube...., Norb Volny
- <Possible follow-ups>
- Re: LURKERS UNITE -- message boards, Nickel, Patrick
- <Possible follow-ups>
- Fw: Engineers responsibility -- truth stranger than fiction, T. Eric Gillham
- Re: Engineers responsibility -- truth stranger than fiction, Christopher Wright
- <Possible follow-ups>
- Re: Bridge inspection and rehabilitation, Norb Volny
- RE: Bridge inspection and rehabilitation, Lee, Calvin
- RE: Bridge inspection and rehabilitation, Norb Volny
- <Possible follow-ups>
- Re: You Are Getting Older,
nmoore
- RE: You Are Getting Older, Dennis S. Wish
- Re: You Are Getting Older, T
- RE: You Are Getting Older, Bill Allen, S.E.
- RE: You Are Getting Older, Dale Richmond
- <Possible follow-ups>
- RE: STEEL:Washer Specifications, Ed Marshall
- STEEL:Washer Specifications -Reply, John Armijo
- Re: Engineer's responsibility -- wind failure, Lew Midlam
- <Possible follow-ups>
- Re: Engineer's responsibility -- wind failure,
BVeit
- Re: Engineer's responsibility -- wind failure, Lew Midlam
- <Possible follow-ups>
- RE: single angle members, Ed Marshall
- Re: single angle members, John Nichols
- RE: single angle members, Nguyen, John
- FW: single angle members, Larsen, Mark
- Re: single angle members, ITSEKSON SASHA
- RE: I don't get it...., Dennis S. Wish
- RE: Dennis, Bill and Kathleen--Lurkers and a quote., Dennis S. Wish
- <Possible follow-ups>
- Earthquake damage, Roger Turk
- Re: Earthquake damage, ken_agee
- <Possible follow-ups>
- Re: LGS - Is the Supplier Liable???,
Christopher Wright
- RE: LGS - Is the Supplier Liable???, Dennis S. Wish
- Re: LGS - Is the Supplier Liable???, Michael Donoghue
- RE: LGS - Is the Supplier Liable???,
Christopher Wright
- RE: LGS - Is the Supplier Liable???, Dennis S. Wish
- Re: LGS - Is the Supplier Liable???, Harris3803
- <Possible follow-ups>
- Structural Observation -- City of Los Angeles -Reply, Tim McCormick
- Re: CONC - Repair Of Member Subjected To Bomb, Chang Chen
- <Possible follow-ups>
- Re: Wind question, John Nichols
- Wind question, Roger Turk
- RE: Wind question, Harold Sprague
- RE: ethics,
Dennis S. Wish
- Re: ethics,
Phil Dodd
- RE: ethics, Dennis S. Wish
- Re: ethics,
Phil Dodd
- <Possible follow-ups>
- RE: ethics, Edward Chin
- Re: ethics, Christopher Wright
- Re: ethics, Dan Vines
- ethics, Drew A. Norman, S.E.
- RE: ethics, Bill Polhemus
- RE: ethics, Norb Volny
- RE: tilt-up concrete walls, Dennis S. Wish
- <Possible follow-ups>
- RE: tilt-up concrete walls, Caldwell, Stan
- RE: tilt-up concrete walls, Brent Ludwick
- Re: tilt-up concrete walls, engrathm
- Re: Re: tilt-up concrete walls, Richard Lewis
- Re: Tilt-up Concrete Walls, JAMES S LAI
- Re: tilt-up concrete walls, Harris3803
- Re: Engineering Interns, Lew Midlam
- RE: I don't get it...., Dennis S. Wish
- <Possible follow-ups>
- RE: I don't get it....,
Bill Allen, S.E.
- RE: I don't get it...., Dennis S. Wish
- RE: I don't get it....,
Frank Yang
- RE: I don't get it...., Dennis S. Wish
- <Possible follow-ups>
- RE: SEAOC - Plan Review Comments - Outrage!!!,
Bill Allen, S.E.
- RE: SEAOC - Plan Review Comments - Outrage!!!,
Dennis S. Wish
- Re: SEAOC - Plan Review Comments - Outrage!!!, David Carpenter
- RE: SEAOC - Plan Review Comments - Outrage!!!, Dennis S. Wish
- RE: SEAOC - Plan Review Comments - Outrage!!!,
Dennis S. Wish
- Re: Water-cement ratio in type V concrete, Arvel L. Williams, P.E.
- <Possible follow-ups>
- RE: Water-cement ratio in type V concrete, Harold Sprague
- Re: Water-cement ratio in type V concrete, ParkerSCal
- <Possible follow-ups>
- Fw: Quote,
T. Eric Gillham
- Re: Fw: Quote from an old engineer, -=maura=-
- Re: Visio IntelliCAD, Lew Midlam
- RE: Visio IntelliCAD, Dennis S. Wish
- RE: New Zealand: Buildings Unsafe in Earthquake: Proposed Legislation, Dennis S. Wish
- Re: New Zealand: Buildings Unsafe in Earthqauke: Proposed Legislation, Barry H. Welliver
- RE: COMP:Linking Spreadsheets to external databases, Dennis S. Wish
- Re: COMP:Linking Spreadsheets to external databases, Arvel L. Williams, P.E.
- <Possible follow-ups>
- Re: COMP:Linking Spreadsheets to external databases, Christopher Wright
- Re: COMP:Linking Spreadsheets to external databases, Parkerres
- Re: COMP:Linking Spreadsheets to external databases, Bill Allen
- Re: Re: COMP:Linking Spreadsheets to external databases, Rhkratzse
- Re: Re: COMP:Linking Spreadsheets to external databases, Christopher Wright
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re: Hardy Frame, shear walls, JAA
- <Possible follow-ups>
- Re: Hardy Frame, between code changes, Parkerres
- Re: Hardy Frame, between code changes, Jeff Smith
- Re: Hardy Frame, between code changes, ROgawa
- Re: Hardy Frame, between code changes,
T
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re[2]: Hardy Frame, between code changes,
Bob Chittenden
- RE: Re[2]: Hardy Frame, between code changes, Dennis S. Wish
- Re: Hardy Frame, between code changes,
Jeff Smith
- Re: Hardy Frame, between code changes, John Buchanan
- RE: Hardy Frame, between code changes,
Estes, Kent R.
- RE: Hardy Frame, between code changes, Dennis S. Wish
- RE: Hardy Frame, between code changes, Dennis S. Wish
- RE: Hardy Frame, between code changes -Reply, John Armijo
- Re: Hardy Frame, between code changes, Mlcse
- Re: Hardy Frame, between code changes,
ErnieNSE
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re: Hardy Frame, between code changes, Harris3803
- Re: Re: Hardy Frame, between code changes, Rhkratzse
- <Possible follow-ups>
- Re: COMP -- Listserver suggestion, Bill Allen
- Re: COMP -- Listserver suggestion, Nickel, Patrick
- VSC - Categories for to filter subjects,
Dennis S. Wish
- Re: VSC - Categories for to filter subjects, Steve Privett
- Re: VSC - Categories for to filter subjects & list server suggestions, Andrew Goh
- <Possible follow-ups>
- Re: lurkers unite,
ErnieNSE
- Re: lurkers unite,
Jill T. Shuttleworth, P.E., S.E.
- RE: lurkers unite, Dennis S. Wish
- Re: lurkers unite,
Jill T. Shuttleworth, P.E., S.E.
- Re: lurkers unite, Christopher Wright
- Re: Lurkers Unite,
lsmith
- Coding subject lines to assist filtering - VSC work, Dennis S. Wish
- RE: lurkers unite, John Nichols
- RE: lurkers unite, Christopher Wright
- Re: VSC - Categories for to filter subjects/double messages, Steve Privett
- <Possible follow-ups>
- Re: Radiographic inspection, RDAHLMANN
- Re: Radiographic inspection, John F. Jones
- Re: Radiographic inspection, Harris3803
- Radiographic inspection, Drew A. Norman, S.E.
- RE: Radiographic inspection,
Powers, Tony
- RE: Radiographic inspection,
Dennis S. Wish
- RE: Radiographic inspection, Dave Evans
- RE: Radiographic inspection,
Dennis S. Wish
- RE: Radiographic inspection, Horn, Scott
- RE: Radiographic inspection, Gill Chris
- <Possible follow-ups>
- Re: Hardy Frame, shear walls, ErnieNSE
- <Possible follow-ups>
- Re: LGS - Floor Joist Bearing Stiffeners, ErnieNSE
- <Possible follow-ups>
- Re: Inappropriate but Funny, John Nichols
- Re: Liquid forces in water tanks,
Robert McGhie
- Re: Liquid forces in water tanks, Patrick J. Quinn
- <Possible follow-ups>
- Re: Liquid forces in water tanks, JOHN HUBERT
- Re: Liquid Forces in Water Tanks,
bruce . shephard
- Re: Liquid Forces in Water Tanks, Gary Broady
- acoustis, EDGAR ZAMORA MURILLO
- Re: Liquid forces in water tanks, Erickson Todd W
- RE: Liquid forces in water tanks, Harold Sprague
- re:Liquid forces in water tanks, AXB2%ENGPROJ%NTS
- <Possible follow-ups>
- Re: Concrete filled steel pipe columns, JOHN HUBERT
- Re: Texas- PE/SE license requirement, Peter Paul De Vere
- Re: Wood Rafters, UBC tables, Tom Chiu
- Re: Load - Occupany Live Load, Lew Midlam
- Re: Load - Occupany Live Load, Bruno Côté
- <Possible follow-ups>
- Re: Load - Occupany Live Load,
ErnieNSE
- RE: Load - Occupancy Live Load, Dennis S. Wish
- Re: Load - Occupany Live Load -Reply, Tim McCormick
- Re: Load - Occupany Live Load,
Bill Allen
- Re: Load - Occupany Live Load,
Tom Chiu
- RE: Load - Occupancy Live Load, Dennis S. Wish
- Re: Load - Occupany Live Load,
Tom Chiu
- Re: Load - Occupany Live Load -Reply, Tim McCormick
- <Possible follow-ups>
- Re: timber piles, K. Hemmatyar
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