SEAINT Mail Archive 1998 (Jan-Mar)
Civil and Structural Engineering discussions by date
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Messages: 2404
- Re: Light ga. steel publ., FEMCCLURE
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Rudra Nevatia
- Concrete topping slab, Richard Phillips
- Re: Concrete Expert Witnesses, DKHATRI
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Swaminathan Krishnan
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Copy of: 17-22 inches, Kathleen A. O'Brien
- Re: Super Typhoon Paka, Kathleen A. O'Brien
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Swaminathan Krishnan
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Rudra Nevatia
- Concrete expert, OAJARADAT
- Rigid Diaphragms, Gregory P. Luth
- RE: MISC - Mill Certification/Higher Yield Stress, Lanny Flynn
- RE: Re[2]: MISC - Mill Certification/Higher Yield Stress, Lanny Flynn
- Structural Steel Material Specification, Lanny Flynn
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Chang Chen
- Fw: Super Typhoon Paka - Spun Concrete Poles, T. Eric Gillham
- Stiffness calcs for Moment Frames, Kathleen A. O'Brien
- Re: Rigid Diaphragms, Rudra Nevatia
- Re: Stiffness calcs for Moment Frames, Bill Allen
- Re: File Backups, Richard Lewis
- Re: File Backups, wish
- Re[2]: File Backups, Ed . Haninger
- Re: File Backups, Roger Turk
- Re: Re[2]: File Backups, Bill Allen
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Stewart, Warren
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Rigid Frame Displacement, Lawrence B. Karp
- Correction on Structural Steel Material, Lanny Flynn
- Quality Speakers, CTSTUC
- Re: File Backups, Bill Allen
- Need default passive pressure in Santa Monica, wish
- Re: File Backups, wish
- Re: File Backups, Bill Allen
- 1962 LA BC, Vivian Huang
- Re: File Backups, wish
- Freq Asked Questions (FAQ), Shafat Qazi
- Re: File Backups, Arvel L. Williams, P.E.
- Re: File Backups, Bill Allen
- Re: Need default passive pressure in Santa Monica, Parkerres
- Re: 1962 LA BC, dennismc
- Re: Stiffness calcs for Moment Frames, Kathleen A. O'Brien
- Rigid Frame Displacement, Kathleen A. O'Brien
- Re: File Backups, Kathleen A. O'Brien
- Re: File Backups, Kathleen A. O'Brien
- Correction on Structural Steel Material, Lanny Flynn
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, MACK2100
- Re: 1962 LA BC -Reply, Hector Buitrago
- Re: Need default passive pressure in Santa Monica, wish
- Re: File Backups, wish
- RE: Rigid Frame Displacement, Powers, Tony
- Re: File Backups, Zips, Compresses, etc., Williston Warren IV
- FNDN: Residential footings considering frost depth, Bill Allen
- Re: FNDN: Residential footings considering frost depth, Dan Vines
- URM, Mark D. Baker
- Re: FNDN: Residential fo, Roger Turk
- Re: FNDN: Residential footings considering frost depth, CanitzCF
- Re: URM, wish
- Re: Forensic Engineering Technical Group meeting, SCHFUN
- Seismic and Concrete References needed, MRodrig273
- Job market in Hawaii, MRodrig273
- Re: File Backups, Zips, Compresses, etc., Bill Allen
- Info about Steel CAD Software, Info CyA
- Re: Job market in Hawaii, Randall J. Bravo, S. E.
- 1994 UBC Section 709, Burch, Daniel
- Re: Info about Steel CAD Software, Jeff Phillips
- information needed on foundation underpinning., MRodrig273
- Are there any John A. Martin Engineers online????, wish
- good seismic book, MRodrig273
- Need some URM advice, Dennis S. Wish
- Re: Internet Charges for Phone Lines, Amaloyan
- Re: Need some URM advice, Steve Privett
- trying to find two engineers, Kathleen A. O'Brien
- RE: Light ga. steel publ., Silva John (sj)
- Re: information needed on foundation underpinning., Jeff Smith
- Need some URM advice -Reply, Tim McCormick
- Re: good seismic book, Jeff Smith
- italy earthquake, MRodrig273
- URM, Mark D. Baker
- Re: FNDN: Residential footings considering frost depth, Harry Jones
- Re: URM, FLew98
- Re: Are there any John A. Martin Engineers online????, Daniel e Itzel Ulloa
- Charpy Impact Test, MOHAMMAD HARIRI
- Re: FNDN: Residential footings considering frost depth, Jim Warne
- Re: URM, Mickey Estey
- CFS Roof Trusses, CanitzCF
- Re: Charpy Impact Test, Christopher Wright
- Re: URM, Charles Greenlaw
- Please reply............, ASLCSE
- Re: Need some URM advice -Reply, wish
- Re: Need some URM advice, wish
- Re: URM, wish
- Re: Light ga. steel publ., wish
- Re: good seismic book, Juan C. Gray
- More on Spun Concrete, Tom . Hunt
- Re: Need some URM advice -Reply -Reply, Tim McCormick
- Charpy Impact Test, Le, Quynh
- Re: URM, Richard Lewis
- Re: URM, Bill Cain, S.E.
- Re: Charpy Impact Test, Christopher Wright
- Shear Strength of Rivets, Bill Cain, S.E.
- RE: Shear Strength of Rivets, Powers, Tony
- glass block anchorage, kcasano
- Equation of Arrenius, Sergio Contreras
- RE: CFS Roof Trusses, John Cannon Jones
- about an old post, SKEFVGZI
- Re: about an old post, dennismc
- Re: Shear Strength of Rivets, wish
- L.A./ Northridge cracked moment frames 1998, HARRISENGR
- MISC - Businees Advice, CanitzCF
- RE: Light ga. steel publ., Silva John (sj)
- Re: MISC - Businees Advice, Lew Midlam
- RE: CFS Roof Trusses, John Cannon Jones
- Re: L.A./ Northridge cracked moment frames 1998, SCHFUN
- RE: Shear Strength of Rivets, Silva John (sj)
- MISC - Businees Advice, Roger Turk
- RE. RCC DESIGN SOFTWARE, ARW
- roto-hammers, masonry & city of LA, Century West Engineering Corp.
- Re: roto-hammers, masonry & city of LA, wish
- roto-hammers, masonry & city of LA -Reply, Tim McCormick
- RE:Charpy Impact Test, Le, Quynh
- E-mail delivery of Division 93 Retrofit Standard, Tim McCormick
- Re: roto-hammers, masonry & city of LA, Sandy Pringle
- Re: MISC - Businees Advice, David H. Shull, Jr.
- Re: roto-hammers, masonry & city of LA, Jeff Smith
- L.A./ Northridge cracked moment frames 1998 -Reply, Tim McCormick
- RE:Charpy Impact Test, Christopher Wright
- Re: glass block anchorage, Daniel Del Carlo
- Re: L.A./ Northridge cracked moment frames 1998, Kathleen A. O'Brien
- Re: E-mail delivery of Division 93 Retrofit Standard, FEMCCLURE
- Re: L.A./ Northridge cracked moment frames 1998 -Reply, Y. Henry Huang
- Re: roto-hammers, masonry & city of LA, Bob Shilling
- SEAOSC O.C. Meeting Tomorrow, Pomerleau Dave
- Re: Light ga. steel publ., wish
- Re: roto-hammers, masonry & city of LA, Jeff Smith
- Re: L.A./ Northridge cracked moment frames 1998 -Reply -Reply, Tim McCormick
- Re: roto-hammers, masonry & city of LA, Bob Shilling
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, MACK2100
- Business License and Professional Services, wish
- Re: E-mail delivery of Division 93 Retrofit Standard, james korff
- Re: glass block anchorage, kcasano
- UPDATE: Internet Charges for Phone Lines, Joe McCormick
- Re: roto-hammers, masonry & city of LA, Patrick J. Quinn
- Re: E-mail delivery of Division 93 Retrofit Standards, MESSINGERD
- Re: roto-hammers, masonry & city of LA, BCA SE1356
- Re: E-mail delivery of Division 93 Retrofit Standards, Parkerres
- Re: Advertising on SEAOC Server, Sales
- RE: E-mail delivery of Division 93 Retrofit Standards, James L Dancer
- Re: Business License and Professional Services, Richard_Ranous/OES
- Re: roto-hammers, masonry & city of LA, wish
- Re: E-mail delivery of Division 93 Retrofit Standard, NEZIH GUNAL
- 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: roto-hammers, masonry & city of LA, Charles Greenlaw
- RE: E-mail delivery of Division 93 Retrofit Standard, Silva John (sj)
- RE: Light ga. steel publ., Silva John (sj)
- Re: E-mail delivery of Division 93 Retrofit Standards, mliu
- Re: E-mail delivery of Division 93 Retrofit Standards, NEZIH GUNAL
- INSP - Special Inspection Epoxy Anchors, Stan Johnson
- Re: Light ga. steel publ., wish
- Re: INSP - Special Inspection Epoxy Anchors, wish
- INSP - Special Inspection Epoxy Anchors -Reply, Tim McCormick
- Re: E-mail delivery of Division 93 Retrofit Standards, Nick Diankov, P.E.
- Re: INSP - Special Inspection Epoxy Anchors, Your Name
- Re: INSP - Special Inspection Epoxy Anchors, Sandy Pringle
- STEEL, Drew Morris
- E-mail delivery of Division 93 Retrofit Standards, ShirishM
- RE: STEEL, Harold Sprague
- Timber pitched roof as a Diaphragm, T
- Re: INSP - Special Inspection Epoxy Anchors, Theodore H. Partrick, Jr.
- Re:Snow and Wind, Norb Volny
- Re:Snow and Wind, Edwin Schmeckpeper
- Disaster dilema, Richard_Ranous/OES
- Re: Disaster dilemma, Rawn Nelson
- Re: L.A./ Northridge cracked moment frames 1998, SCHFUN
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Re: Disaster dilema, Tom Chiu
- We need someone ASAP!, Penny Robinson
- Re: Timber pitched roof as a Diaphragm, Tarek Mokhtar
- Re: roto-hammers, masonry & city of LA, TVD Esq
- Re: Timber pitched roof as a Diaphragm, T
- Re: roto-hammers, masonry & city of LA, Kathleen A. O'Brien
- Re[2]: L.A./ Northridge cracked moment frames 1998, Wira Tjong
- Re: Disaster dilema, Ed . Haninger
- Disaster dilema, Kathleen A. O'Brien
- Re: Re: Timber pitched roof as a Diaphragm, Richard Lewis
- Earthquake data for Pechino area, Studio Negrini
- RE: Earthquake data for Pechino area, Harold Sprague
- [no subject], Arenson
- ? -Reply, Tim McCormick
- Re: Re: Timber pitched roof as a Diaphragm, T
- Re: STEEL, Le, Quynh
- IDR, Tom Long
- Re:, Your Name
- Re: Pechino area ?, rangelow . peter
- Re: roto-hammers, masonry & city of LA, BCainse
- Test, Tom Long
- Re: IDR, Shafat Qazi
- Re:, Shafat Qazi
- Tuned Liquid Damper, youngkj
- Re: Tuned Liquid Damper, Dr. Ravi Sinha
- LFRD of Pile Cap, Bruce Saunders
- Phillipinnes Site specific data, Bruce Saunders
- Earthquake data for Peking or Beijing area., Studio Negrini
- RE: Tuned Liquid Damper, Brent Koch
- RE: Earthquake data for Peking or Beijing area., Public Information
- Re: Test, CYland
- Re: Disaster dilema, Richard_Ranous/OES
- SV: STEEL, felix megdoud
- SV: IDR, felix megdoud
- SV: ? -Reply, felix megdoud
- SV: roto-hammers, masonry & city of LA, felix megdoud
- Re: Timber pitched roof as a Diaphragm, T
- SV: ? -Reply -Reply, Tim McCormick
- Re: Test, Johnecu
- Re: SV: ? -Reply -Reply, Tom Chiu
- RE: Disaster dilema, John Cannon Jones
- Re: IDR, Tom Chiu
- Midwest and Southeast Type V Engineering, Parkerres
- Re: Timber pitched roof as a Diaphragm, Rudra Nevatia
- Re: Timber pitched roof as a Diaphragm, T
- RE: Phillipinnes Site specific data, Tom Long
- RE: Disaster dilemma, Caldwell, Stan
- RE: Disaster dilemma, John Cannon Jones
- RE: Disaster dilemma, Richard_Ranous/OES
- SV: Disaster dilemma, felix megdoud
- Re: Disaster dilemma, wish
- Re: Disaster dilemma, Richard_Ranous/OES
- RE: Disaster dilemma, Bob Shilling
- Re: Disaster dilemma, T
- Re: Disaster dilemma, Tom Chiu
- Re: Disaster dilemma, Jill T. Shuttleworth, P.E., S.E.
- Re: Disaster dilemma, Bill Allen,S.E.
- RE: Disaster dilemma, Serroels, Chris/SAC
- Re: Disaster dilemma, T
- Re: Disaster dilemma, Bill Allen,S.E.
- Rigid frame deflections (again), Kathleen A. O'Brien
- RE: Rigid frame deflections (again), Powers, Tony
- Re: Disaster dilemma, wish
- Re: Rigid frame deflections (again), Jeff Smith
- Re: Rigid frame deflections (again), Daniel Del Carlo
- Re: Rigid frame deflections (again), ADSCE
- Re: Rigid frame deflections (again), T
- Re: Disaster dilemma, Ray A. Pixley
- Re: Phillppines Site specific data, Celso Mendoza
- Re: Rigid frame deflections (again), T
- RE: IDR, Tom Long
- RE: IDR, Tom Long
- Design Engineer Position Open, Hess Engineering
- Re: Mail failure, Tom Chiu
- Re: L.A./ Northridge cracked moment frames 1998, P. & S. Guthrie
- Re: IDR, Tom Chiu
- Re: Phillipinnes Site specific data, rangelow . peter
- Composits- Help, M/S SATELLITE SYSTEMS
- Re: Rigid frame deflections (again), Richard_Ranous/OES
- Registration Requirements, MJSLAYSMAN
- Job Opportunity/San Francisco Bay Area, Penny Robinson
- RE: Rigid frame deflections (again), Horning, Dick/CVO
- RE: Disaster dilemma, Richard_Ranous/OES
- Re: Composits- Help, Steve Asselin
- Re: tri-service manual ..., rangelow . peter
- RE: Disaster dilemma, Serroels, Chris/SAC
- Herb Was Right, Caldwell, Stan
- Herb Is Still Right, Caldwell, Stan
- RE: Disaster dilemma, Richard_Ranous/OES
- 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), 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: Disaster dilemma, Bill Allen,S.E.
- New Job Opening, Janah A. Risha, S.E.
- RE: Rigid frame deflections (again), Powers, Tony
- FYI -- Welding Design Seminars Offered, Scott Funderburk
- Re: Rigid frame deflections (again), Hassan_Sassi/OES
- Composits- Help, Hassan_Sassi/OES
- Re: Disaster dilemma, wish
- RE: Composits- Help, ITSEKSON SASHA
- RE: Rigid frame deflections (again), Powers, Tony
- Re: Herb Was Right, wish
- RE: Herb Was Right, John Cannon Jones
- too funny not to send, Kathleen A. O'Brien
- Re: Disaster dilemma, Richard_Ranous/OES
- Re: Disaster dilemma, wish
- Re: Rigid frame deflections (again), Parkerres
- message, pompi
- Re: message, Charley Hamilton
- Re: Disaster dilemma, Tom Chiu
- holy hyperbolic parabaloids!, pfr
- Re: Registration Requirements, TVD Esq
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: Rigid frame deflections (again), T
- Re: Disaster dilemma, Richard_Ranous/OES
- Engineer Position Available, Robert Grandmaison
- Re: Disaster dilemma, wish
- RE: Herb Was Right, Caldwell, Stan
- Re: Disaster dilemma, Bill Allen,S.E.
- RE: Herb Was Right, Powers, Tony
- Re: Re: Disaster dilemma, Richard Lewis
- RE: Disaster dilemma, Serroels, Chris/SAC
- What a disaster!, Richard_Ranous/OES
- Re: Disaster dilemma, wish
- Re: Re: Disaster dilemma, wish
- RE: Disaster Dilemma, Rawn Nelson
- Re: What a disaster!, wish
- Re: Disaster Dilemma, Bill Allen,S.E.
- Re: Disaster dilemma, FLew98
- Re: What a disaster!, Bill Allen,S.E.
- Re: Disaster dilemma, Richard_Ranous/OES
- Re: Disaster dilemma, Bill Allen,S.E.
- Concrete & Steel Moment Frame, Joe McCormick
- New: Disaster Dilemma - Get Involved, wish
- Re: Re: Rigid frame deflections (again), ANCOEAGLIN
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: What a disaster!, wish
- Re: Disaster dilemma, wish
- ArchitectÕs dilemma - the burden of determining competence is essentially self-r, FredT5
- SE by Education?, Tom . Hunt
- Re: ArchitectÕs dilemma - the burden of determining competence is essentially self-r, wish
- Re: SE by Education?, wish
- Re: Re: Rigid frame deflections (again), wish
- Re: L.A./ Northridge cracked moment frames 1998, P. & S. Guthrie
- Re: Disaster dilemma, FLew98
- Re: Disaster dilemma, Tom Chiu
- Re: Concrete & Steel Moment Frame, Tom Chiu
- Re: New: Disaster Dilemma - Get Involved, Tom Chiu
- Re: New: Disaster Dilemma - Get Involved, Norbert Volny
- Re: Concrete & Steel Moment Frame, Norbert Volny
- Re: Disaster dilemma, Bill Allen,S.E.
- Re: E-mail delivery of Division 93 Retrofit Standard, Structeng1
- Re: Disaster dilemma, Williston Warren IV
- Re: Disaster dilemma, Williston Warren IV
- Re: New: Disaster Dilemma - Get Involved, wish
- 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, wish
- Re: Rigid frame deflections (again), BCainse
- Re: Concrete & Steel Moment Frame, Ron Hamburger
- Re: Aluminum: Welding to Teflon-backed plate, T
- Re: Aluminum: Welding to Teflon-backed plate, MOHAMMAD HARIRI
- test, Virginia Juarana
- Re: Rigid frame deflections (again), James F Fulton
- RE: Rigid frame deflections (again), Bill Allen, S.E.
- Re: Disaster dilemma, Barry H. Welliver
- Re: Aluminum: Welding to Teflon-backed plate, T
- Registration, Richard_Ranous/OES
- WOOD - Stud Wall Splice, Richard Lewis
- Re: Disaster dilemma, wish
- Re: New: Disaster dilemma - Get Involved, FLew98
- Re: Registration, wish
- Re: WOOD - Stud Wall Splice, Steve Privett
- Re: WOOD - Stud Wall Splice, wish
- Re: WOOD - Stud Wall Splice, Chris Towne
- Re: WOOD - Stud Wall Splice, suresh
- Re: FYI -- Welding Design Seminars Offered, Mickey Estey
- Re: WOOD - Stud Wall Splice, Parkerres
- Re: WOOD - Stud Wall Splice, Drew Morris
- Re: FNDN: Residential footings considering frost depth, Resengin
- Re: information needed on foundation underpinning., Resengin
- Re: WOOD - Stud Wall Splice, Steve Privett
- Re: Registration, Richard_Ranous/OES
- GETTING INVOLVED, Rawn Nelson
- This is totally inappropriate for this listserve.., Bill Allen, S.E.
- Private School Reporting for Structural Engineers, Tim McCormick
- Electronic submittals, John Buchanan
- RE: This is totally inappropriate for this listserve.., Caldwell, Stan
- RE: Electronic submittals, Caldwell, Stan
- RE: Electronic submittals, Horning, Dick/CVO
- [no subject], Theodore H. Partrick, Jr.
- [no subject], Charley Hamilton
- Re: This is totally inappropriate for this listserve.., wish
- Re: Foundation Vibration Design, Michael Valley
- This is totally inapprop, Roger Turk
- RE: This is totally inappropriate for this listserve.., Bill Allen, S.E.
- Re: This is totally inapprop, wish
- Re: GETTING INVOLVED, wish
- Re: This is totally inapprop, Randy Vogelgesang
- Re: This is totally inapprop, Bob Shilling
- Re: Private School Reporting for Structural Engineers, FredT5
- EERI Pre-meeting in San Francisco, FredT5
- Post-Earthquake Housing, FredT5
- Re: Registration, CanitzCF
- RE: This is totally inappropriate for this listserve.., Christopher Wright
- RE: This is totally inapprop, Bill Allen, S.E.
- Re: This is totally inappropriate for this listserve.., Jim Warne
- Re: This is totally inappropriate for this listserve.., wish
- Re: This is totally inappropriate for this listserve.., Charles Greenlaw
- Re: Private School Reporting for Structural Engineers, Parkerres
- Founations for Vibrating Equipment, Tom . Hunt
- Re: Registration, Richard_Ranous/OES
- Re: This is totally inappropriate for this listserve.., T
- Re: Re: This is totally inappropriate for this listserve.., Richard Lewis
- Re: Re: WOOD - Stud Wall Splice, Richard Lewis
- Re:totally inappropriate... (Damn right), Christopher Wright
- Re: totally inappropriate..., JAA
- Re: Private School Reporting for Structural Engineers -Reply, Tim McCormick
- Re: totally inappropriate... (Damn right), BCainse
- Re: Re: This is totally inappropriate for this listserve.., wish
- Re: totally inappropriate... (Damn right), wish
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- RE: Registration, John Cannon Jones
- RE: totally inappropriate... (Damn right), John Cannon Jones
- RE: totally inappropriate... (Damn right), Caldwell, Stan
- Re: Essential Services Building Reporting Requirements in California, FredT5
- Re:RE: totally inappropriate... (Damn right), Brandon Erickson
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- RE: Herb Was Right, Kathleen A. O'Brien
- Re: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right), wish
- test, Kathleen A. O'Brien
- Re: Herb Was Right, BCainse
- Re: Rigid frame deflections (again), MGriffi119
- Re: Rigid frame deflections (again), BCainse
- Re: This is totally inapprop, MGriffi119
- Re: This is totally inappropriate for this listserve.., MGriffi119
- Pitched Tapered Glu-Lam in a three pinned Arch, Paul McEntee
- Appropriate or not? This is the question., K. Hemmatyar
- RE: totally inappropriate... (Damn right), Germaine, Bob/CVO
- RE: totally inappropriate... (Damn right), John Cannon Jones
- Thin-walled compound cross-sections shareware ?, rangelow . peter
- Re: Appropriateness, T
- RE: Thin-walled compound cross-sections shareware ?, Bill Allen, S.E.
- Re: totally inappropriate... (Damn right), Lynn Howard
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right), wish
- Re: Appropriateness, wish
- Re: This is totally inap, Roger Turk
- Re: Rigid frame deflecti, Roger Turk
- RE: totally inappropriate... (Damn right), Bill Allen, S.E.
- humor, Roger Turk
- Re: totally inappropriate... (Damn right), wish
- National Engineers Week (February 22-28 1998), lulla
- Re: totally inappropriat, Roger Turk
- RE: totally inappropriate... (Damn right), Germaine, Bob/CVO
- RE: Appropriateness, Bill Allen, S.E.
- RE: totally inappropriate... (Damn right), John Cannon Jones
- RE: totally inappropriate... (Damn right), Bill Allen, S.E.
- Re: Re: Registration, Richard Lewis
- Re: totally inappropriate... (Damn right), wish
- Re: totally inappropriate... (Damn right), wish
- Re: Appropriateness, wish
- Re: Re: Registration, wish
- RE: Appropriateness, Bill Allen, S.E.
- RE: Re: Registration, Bill Allen, S.E.
- Re: Re: totally inappropriate... (Damn right), Richard Lewis
- Re: Re: Registration, Martin Johnson
- Re: Re: Registration, Charles Greenlaw
- Re: Appropriateness, wish
- Re: Re: Registration, wish
- Re: Re: totally inappropriate... (Damn right), wish
- Re: Professional Registration, dodgen
- Re: Registration, EphHirsch
- Re: Re: Registration, wish
- Re: Registration, wish
- Pushover Analysis Techniques, youngkj
- Re: Professional Registration, Charles Greenlaw
- Re: National Engineers Week (February 22-28 1998), Rlfong
- hyperbolic paraboloids, pfr
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- Totally Inappropriate....., lsmith
- Re: WOOD - Stud Wall Splice, MJSLAYSMAN
- RE: totally inappropriate... (Damn right), John Cannon Jones
- Re: National Engineers Week (February 22-28 1998), BRBATES
- Re: Re: Registration, Bill Cain, S.E.
- Re: Re: Registration, Bill Cain, S.E.
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- Re: WOOD - Stud Wall Splice, engrathm
- Re: Rigid frame deflections (again), Michael Valley
- Re: Totally Inappropriate....., wish
- Re: Totally Inappropriate....., Bill Cain, S.E.
- Re: Totally Inappropriate....., Tom Baughman
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- RE: Totally Inappropriate....., Bill Allen, S.E.
- RE: Totally Inappropriate....., Bill Allen, S.E.
- Re: Totally Inappropriate....., ayvel
- Re: Foundation Vibration Design, Kathleen A. O'Brien
- Re: Pushover Analysis Techniques, A. Sarvghad
- Re: totally inappropriate.. to John Cannon Jones, JAA
- RE: Electronic submittals, Kathleen A. O'Brien
- RE: Rigid frame deflections (again), Kathleen A. O'Brien
- Re: Thin-walled compound cross-sections shareware ?, Raghu S. pendyala
- Re: Totally Inappropriate....., FLew98
- Re: Totally Inappropriate....., Lynn Howard
- Re: Totally Inappropriate....., Lynn Howard
- RE: totally inappropriate.. to John Cannon Jones, John Cannon Jones
- New Subject Please, engrathm
- (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, Bramhall
- Re: New Subject Please, Lynn Howard
- Please go outside and play!!! You're driving me nuts!!!, Richard C.C. Lee
- Info: Need Web Addresses for State Agencies - All States, wish
- Re: Totally Inappropriate....., FLew98
- RE: New Subject Please, Gregory P. Luth
- Re: Totally Inappropriate....., wish
- RE: New Subject Please, Brent Koch
- RE: New Subject Please, Bill Allen, S.E.
- RE: New Subject Please, Gregory P. Luth
- Re: Totally Inappropriate....., wish
- Oops!, FLew98
- RE: Totally Inappropriate....., Bill Allen, S.E.
- Re: Private School Reporting for Structural Engineers -Reply, TVDEsq
- Suggestion for ground rules when responding to posts, wish
- Re: New Subject Please, wish
- Re: Totally Inappropriate....., wish
- Re: New Subject Please, FLew98
- Re: Private School Reporting for Structural Engineers -Reply -Reply, Tim McCormick
- Suggestion for ground ru, Roger Turk
- Re: E-mail delivery of Division 93 Retrofit Standard, Neno Grguric
- RE: New Subject Please, Bill Allen, S.E.
- RE: Totally Inappropriate....., Bill Allen, S.E.
- Re: New Subject Please - Mathcad, AnandNene
- Re: Electronic submittals, Lew Midlam
- Re:, Lew Midlam
- New Subject-Testing Dowels/Expansion Bolts, suresh
- Fw: totally inappropriate... (Damn right), T. Eric Gillham
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, Jim Dane
- Fw: totally inappropriate.. to John Cannon Jones, T. Eric Gillham
- Need information on Northridge EQ., MRodrig273
- Re: Suggestion for ground ru, wish
- Re: New Subject Please - Mathcad, wish
- Re: totally inappropriate... (Damn right), wish
- Re: Pushover Analysis Techniques, T
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, John F. Jones
- Re: Totally Inappropriate....., Rhkratzse
- Re: Need information on Northridge EQ., wish
- Re: Mathcad "New Subject" Please!, K. Hemmatyar
- Pitched Tapered Glu-Lam in a three pinned Arch, Richard Phillips
- Re: Appropriateness, Richard Phillips
- Re: Pitched Tapered Glu-Lam in a three pinned Arch, Lew Midlam
- Re: Mathcad, MRodrig273
- Totally inappropriate (Enough), MESSINGERD
- Re: Appropriateness, Lew Midlam
- Re: New Subject Please, ted partrick
- Re: New Subject Please, wish
- Re: WOOD - Stud Wall Splice, R6A
- Re: Totally Inappropriate....., stan J
- sheet pile walls, DCDFLMAIL
- Re: New Subject-Testing Dowels/Expansion Bolts, Jeff Smith
- Pitched Tapered Glu-Lam, Roger Turk
- Re: Division 93 Retrofit Standard, P. & S. Guthrie
- Re: Need information on Northridge EQ., MRodrig273
- New Subject: American structural engineers working in Asia, Andrew Goh
- Re: WOOD - Stud Wall Splice, Lew Midlam
- Re: Pushover Analysis Techniques, Williston Warren IV
- Re: Pushover Analysis Techniques, A. Sarvghad
- Re: Appropriateness, Christopher Wright
- Re: Foundation Vibration Design, Michael Valley
- Re: New Subject Please, Charley Hamilton
- Re: Appropriateness, Rhkratzse
- Need information on "Asian Countries", K. Hemmatyar
- Re: Need information on Northridge EQ., Michael Valley
- Need information on "Asian Countries", K. Hemmatyar
- Re: WOOD - Stud Wall Splice, pfr
- RE: Totally Inappropriate, lsmith
- Re: sheet pile walls, JOHN HUBERT
- Re: Pushover Analysis Techniques, A. Sarvghad
- Re: Pitched Tapered Glu-Lam, Lew Midlam
- Re[2]: New Subject Please - Mathcad, lulla
- Re: hyperbolic paraboloids, Parkerres
- Re: Need information on Northridge EQ., Parkerres
- RE: New Subject Please, Bill Cain, S.E.
- RE: New Subject Please, Bill Allen, S.E.
- Fwd: THE YEAR'S BEST HEA, Roger Turk
- Mathcad, engrathm
- Garage door detail, Kathleen A. O'Brien
- Job Opening in Modesto, CA., stan J
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re: Thin-walled compound cross-sections shareware ?, Graham Fitch
- Re: Division 93 Retrofit Standard, EphHirsch
- Re: WOOD - Stud Wall Splice, Parkerres
- Re: Pushover Analysis Techniques, Christopher Wright
- Re: Pushover Analysis Techniques, Michael Valley
- Re: Need information on Northridge EQ., Kathleen A. O'Brien
- Job Opening in Modesto, CA., stan J
- [no subject], Gary Landingham
- RE: Thin-walled compound cross-sections shareware ?, rangelow . peter
- Re: New Subject Please, Rlfong
- Re: Division 93 Retrofit Standard, Edward Li
- Lateral decision, JRTCE
- Re: Garage door detail, T
- Ca. Seismic Safety Commission mtg cancelled, FredT5
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, JRGuer
- Fw: Regular culling of weakest members, Kathleen A. O'Brien
- Re: Foundation Vibration Design, Dr. Ravi Sinha
- Re: New Subject-Testing Dowels/Expansion Bolts, COEngineer
- Freq Asked Question (FAQ), Shafat Qazi
- Re: Garage door detail, pfr
- Re: Lateral decision, pfr
- Hear Say, engrathm
- Re[2]: New Subject Please - Mathcad, lulla
- RE: Roof Diaphragm / Ridge Vent, Harold Sprague
- EPOXY COATED REBARS, ITSEKSON SASHA
- Roof Diaphragm / Ridge Vent, W. Gray Hodge
- RE: EPOXY COATED REBARS, Serroels, Chris/SAC
- RE: Lateral decision, Tom Castle
- Lateral decision -Reply, Tim McCormick
- test, K. Hemmatyar
- RE: Totally Inappropriate, Dennis S. Wish
- Re: Appropriateness, Bob Shilling
- RE: EPOXY COATED REBARS, Brent Koch
- Re: Lateral decision, wish
- RE: Appropriateness, Bill Allen, S.E.
- FNDT: Shearwall and slab foundation question, wish
- RE: EPOXY COATED REBARS, ITSEKSON SASHA
- email list, ANCOEAGLIN
- [no subject], lsmith
- RE: FNDT: Shearwall and slab foundation question, Bill Allen, S.E.
- RE: Thin-walled compound cross-sections shareware ?, Bill Allen, S.E.
- Re: FNDT: Shearwall and slab foundation question, ASLCSE
- Re: FNDT: Shearwall and slab foundation question, Tom Chiu
- Re: Appropriateness, Lew Midlam
- Re: Re[2]: New Subject Please - Mathcad, ASLCSE
- Re: Pushover Analysis Techniques, engrathm
- ADMIN: Searching the SEAOC Archives - a listservice problem in need of a solution, wish
- FNDT Flagpole Fndt at Property line, wish
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re: FNDT: Shearwall and slab foundation question, wish
- Re: FNDT: Shearwall and slab foundation question, wish
- Not Receiving List's e-mails since Feb. 1, 98, K. Hemmatyar
- Re: FNDT: Shearwall and slab foundation question, wish
- Re[4]: New Subject Please - Mathcad, lulla
- RE: New Subject: American structural engineers working in Asia, Tom Long
- Re: Testing of Epoxy Bolts, P. & S. Guthrie
- Re: Not Receiving List's e-mails since Feb. 1, 98, Lew Midlam
- RE: New Subject: American structural engineers working in Asia, Tom Long
- Hawaii Building Codes, Arenson
- RE: EPOXY COATED REBARS, Paul McEntee
- About the pushover analysis, youngkj
- Americans working in Asia, Tom Long
- Re: Pushover Analysis Techniques, youngkj
- RE: Info: Need Web Addresses for State Agencies - All States, Horning, Dick/CVO
- Americans working in Asia, Tom Long
- Re: Re: New Subject Please, Richard Lewis
- Listserve, Eqbal M. Kassam
- Re: National Engineers Week (February 22-28 1998), MRodrig273
- New Subject: Quattro Pro Templates, lsmith
- [no subject], lsmith
- RE: Thin-walled compound cross-sections shareware ?, rangelow . peter
- RE: New Subject: Quattro Pro Templates, Bill Allen, S.E.
- test, Kathleen A. O'Brien
- Engineer Humor, Caldwell, Stan
- Attachments, engrathm
- Tuscon/Tuscon/Postmaster(--nospam--at)pbworld.com mail failure message - HELP!, wish
- Re: Garage door detail, Kathleen A. O'Brien
- Re: Not Receiving List's e-mails since Feb. 1, 98, Tom Chiu
- Re: ADMIN: Searching the SEAOC Archives - a listservice problem, Dave Evans
- Re: Lateral decision, Richard_Ranous/OES
- Re: New Subject: Quattro Pro Templates, wish
- Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: E-mail delivery of Division 93 Retrofit Sta, Wira Tjong
- Re: National Engineers Week (February 22-28 1998), LibertyEng
- Re[4]: New Subject Please - Mathcad, lulla
- Re[2]: Not Receiving List's e-mails since Feb. 1, 98, James F Fulton
- Re: E-mail delivery of Division 93 Retrofit Standard, T. Eric Gillham
- Fw: Hawaii Building Codes, T. Eric Gillham
- Re: New Subject: Quattro Pro Templates, Richard Lewis
- RE: National Engineers Week (February 22-28 1998), Bill Allen, S.E.
- Re:Sex Scandal Rocks Firmament, Brandon Erickson
- damping & torsion of A586 strand, Dave Evans
- Re: Re[2]: New Subject Please - Mathcad, ASLCSE
- General business questions, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, John O'Brien
- Mathcad, Sam Chang
- Re[2]: Not Receiving List's e-mails since Feb. 1, 98, K. Hemmatyar
- Re: Division 93 Retrofit Standard, S P Singh
- Re: Fw: Hawaii Building Codes, Martin, Bravo, & Chock, Inc.
- RE: Lateral decision, Paul McEntee
- Wedge Anchors vs. Epoxy Rods, Paul McEntee
- trying to access the Web page, Kathleen A. O'Brien
- Re: National Engineers Week (February 22-28 1998), Kathleen A. O'Brien
- Tuscon/Tuscon/Postmaster(--nospam--at)pbworld.com mail failure message - HELP!, Kathleen A. O'Brien
- Re: Wedge Anchors vs. Epoxy Rods, LtTang
- Re[2]: National Engineers Week (February 22-28 1998), lulla
- Re: Hawaii Building Codes, JAA
- Re: Sex Scandal Rocks Firmament, Lew Midlam
- Re: Re[4]: New Subject Please - Mathcad, wish
- Re: FNDT: Shearwall and, Roger Turk
- RE: Sex Scandal Rocks Firmament, Bill Allen, S.E.
- Re: (Fwd) Re: E-mail delivert of Division 93 Retrofit Standard, engrathm
- Re: Wedge Anchors vs. Epoxy Rods, Parkerres
- [no subject], lsmith
- Re: General business questions, Barry H. Welliver
- RE: Sex Scandal Rocks Firmament, lsmith
- trying to access the Web, Roger Turk
- Re: Wedge Anchors vs. Epoxy Rods, T
- Re: General business questions, Tom Chiu
- Re: General business questions, Jeff Smith
- Re: (Fwd) Re: E-mail delivery of Division 93 Retrofit Standard, Daniel Del Carlo
- Division 93, Sedarat, Hassan
- Re: General business questions, Rhkratzse
- Re: Wedge Anchors vs. Epoxy Rods, Tom Chiu
- RE: Mathcad, Lee, Calvin
- Re: FNDT: Shearwall and, Parkerres
- Re: Wedge Anchors vs. Epoxy Rods, wish
- Re: Re[2]: New Subject Please - Mathcad, wish
- Re: General business questions, wish
- Re: Sex Scandal Rocks Firmament, Bill Cain, S.E.
- Re: New Subject: Quattro Pro Templates, wish
- Re: Pitched Tapered Glu-Lam, Bdpooley
- large-diameter recessed pin nuts, Dave Evans
- Re: General business questions, wish
- Mathcad, engrathm
- Re: FNDT: Shearwall and slab foundation question, pfr
- Division 93 Retrofit Standards, Bruce Elster, P.E.
- Re: Pitched Tapered Glu-Lam, Lew Midlam
- Re: ADMIN: Searching the SEAOC Archives - a listservice problem, wish
- Re: Info: Need Web Addresses for State Agencies - All States, wish
- Re: Sex Scandal Rocks Firmament, Robert McGhie
- Hawaii Building Codes(and a test of e-mail), Gary Chock, S. E.
- Re: Garage door detail, pfr
- Response to Lateral Decision, jpwykoff
- RE: Pitched Tapered Glu-Lam, Paul McEntee
- Re: Lateral decision, Barry H. Welliver
- Re: Garage door detail, Parkerres
- Re: Lateral decision, MJSLAYSMAN
- further growth of the English language, Kathleen A. O'Brien
- clay tile flat arch floor, M K. Parfitt
- Re: Garage door detail, Kathleen A. O'Brien
- RE: Lateral decision, ted partrick
- Re: Wedge Anchors vs. Epoxy Rods, ted partrick
- Re: Lateral decision -Reply, Barry H. Welliver
- Re: General business questions, Juan C. Gray
- 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
- Story for Valentine's Day, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: Lateral decision -Reply, Jeff Smith
- Engineers Week in silicon Valley, Rlfong
- Re: Sex Scandal Rocks Firmament, Bill Sherman
- Re: Garage door detail, John Buchanan
- Division 93 Retrofit Standards, John Buchanan
- Re: Lateral decision, Rhkratzse
- Re: Garage door detail, T
- Re: Roof Diaphragm / Ridge Vent, T
- Re: Sex Scandal Rocks Firmament, FLew98
- Re: New Subject: Quattro Pro Templates, Arvel L. Williams, P.E.
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Re: Sex Scandal Rocks Firmament, Kathleen A. O'Brien
- Cop stories, Kathleen A. O'Brien
- Re: Wedge Anchors vs. Epoxy Rods, Neno Grguric
- Re: About the pushover analysis, A. Sarvghad
- RE: Sex Scandal Rocks Firmament, Phil Boultinghouse
- Re: Wedge Anchors vs. Epoxy Rods, Jeff Smith
- Re: Sex Scandal Rocks Firmament, Bill Allen
- Re: committees, -=maura=-
- Re: Garage door detail, wish
- Re: clay tile flat arch floor, wish
- Denigating Committee Work?, wish
- Re: Wedge Anchors vs. Epoxy Rods, ROgawa
- Re: Garage door detail, Rhkratzse
- Beuty is its own reward, Mark Middlebrook
- plan dimension standards, HARRISENGR
- Re: Sex Scandal Rocks Firmament, nmends
- Re: plan dimension standards, T
- Re: plan dimension standards, Rhkratzse
- Garage Door Detail, Charles Greenlaw
- Re: General business questions .vcf file, P. & S. Guthrie
- Re: Garage Door Detail, T
- KEEP SEAOC CLEAN, Aamir Mahmood Ashraf
- Re: General business questions, Aamir Mahmood Ashraf
- Re: Division 93, Aamir Mahmood Ashraf
- Re: Division 93 Retrofit Standard, L. Owen
- Re: Division 93 Retrofit Standard, T
- RE: Division 93 Retrofit Standard, Harold Sprague
- Appeal for Help, Jim#b#Gingrich#b##f#jimeliz/mime////////RFC-822/Jim#b#Gingrich#b##060#jimeliz#a#ix#f#netcom#f#com#062#
- Re: Division 93 Retrofit Standard, Tom Chiu
- Re: plan dimension standards, Norb Volny
- Re:RE: Sex Scandal Rocks Firmament, Brandon Erickson
- RE: large-diameter recessed pin nuts, Ed Marshall
- RE: large-diameter recessed pin nuts, Ed Marshall
- Re: Pitched Tapered Glu-Lam, Jill T. Shuttleworth, P.E., S.E.
- Re: General business questions, Jill T. Shuttleworth, P.E., S.E.
- OSB roof and shearwalls wet from these rain, EDLStruct
- Re: FNDT: Shearwall and slab foundation question, Joe McCormick
- Division 93 Retrofit Standards, Harry Jones
- Recall: large-diameter recessed pin nuts, Ed Marshall
- Re: Pitched Tapered Glu-Lam, Jill T. Shuttleworth, P.E., S.E.
- Re: General business questions, Jill T. Shuttleworth, P.E., S.E.
- RE: Lateral decision, Drew A. Norman, S.E.
- Re: Division 93 Retrofit Standards, Bill Allen
- San Francisco Engineers Week Banquet, Rlfong
- Re: Wedge Anchors vs. Epoxy Rods, Richard_Ranous/OES
- [Fwd: Re: General business questions], Jill T. Shuttleworth, P.E., S.E.
- RE: Lateral decision, Richard_Ranous/OES
- Re: OSB roof and shearwalls wet from these rain, pfr
- Wood I-joists rated by APA, Dave Evans
- Re: plan dimension standards, wish
- Re: General business questions .vcf file, wish
- Re: plan dimension standards, Michael Valley
- Re: OSB roof and shearwalls wet from these rain, CanitzCF
- Freq asked questions., Shafat Qazi
- Re: plan dimension standards, ASLCSE
- Division 93 Retrofit Standard, Nick Diankov, P.E.
- MISC - Engineering Educational Software, CanitzCF
- Truss Connection, David Carpenter
- Raw Data - post-disaster housing, Richard_Ranous/OES
- Re: plan dimension standards, Steve Privett
- Re: OSB roof and shearwalls wet from these rain, T
- RE: Truss Connection, Serroels, Chris/SAC
- Joke of the Day: Engineers], Kathleen A. O'Brien
- Re: Truss Connection, CanitzCF
- Re: plan dimension standards, Tom Chiu
- RE: plan dimension standards, Paul McEntee
- Re: OSB roof and shearwalls wet from these rain, Bockemohle
- Re: Private School Reporting for Structural Engineers -Reply-Reply, TVDEsq
- Re: Division 93 Retrofit Standard, K. Hemmatyar
- Foundation Underpinning, MRodrig273
- Re: Joke of the Day: Engineers], Johnecu
- UBC 97 seismic section and NEHRP, Ghassem Khosrownia
- Re: Division 93, Brian K. Smith
- SEF, Brian K. Smith
- SEF, Brian K. Smith
- RE: SEF, Horning, Dick/CVO
- Orange County, Calif. SE Needed, BRBATES
- RE: UBC 97 seismic section and NEHRP, Horning, Dick/CVO
- Re: UBC 97 seismic section and NEHRP, Bill Sherman
- Mail failure, Norb Volny
- Re: UBC 97 seismic section and NEHRP, Rick . Drake
- Re: OSB roof and shearwalls wet from these rain, Norb Volny
- RE: SEF, Roger Turk
- RE: Truss Connection, John Cannon Jones
- Re: UBC 97 seismic section and NEHRP, Ed . Haninger
- RE: Truss Connection, Roger Turk
- Homeowner Needs Engineer, Stewart, Warren
- Opportunities for Structural Engineers, Robert Graham
- diaphragm, jojo see
- RE: diaphragm, Horning, Dick/CVO
- Re: Homeowner Needs Engineer, MarthaAlic
- Re: Homeowner Needs Engineer, jojo see
- Re: Homeowner Needs Engineer, Bill Allen
- Re: Garage Door Detail, Mark A. Scott
- Re: Homeowner Needs Engineer, Sam Chang
- Re: Homeowner Needs Engineer, stan J
- Re: Homeowner Needs Engineer, Charley Hamilton
- Re: Garage Door Detail, Tom Chiu
- Re: Homeowner Needs Engineer, Tom Chiu
- Re: Foundation Underpinning, HARRISENGR
- MISC- AutoCAD Conversion To Microstation, CanitzCF
- Re: Homeowner Needs Engineer, Steve Privett
- RE: diaphragm, jojo see
- Limited Advertising, Shafat Qazi
- Northridge EQ, Sleiman Serhal
- ATT: Building Officials & Engineers, Sandy Pringle
- Re: Homeowner Needs Engi, Roger Turk
- Re: Homeowner Needs Engineer, Steve Privett
- Re: Northridge EQ, Richard_Ranous/OES
- Re: Garage Door Detail, Jeff Smith
- Re: Homeowner Needs Engineer, BRBATES
- Re: Homeowner Needs Engi, Bill Cain, S.E.
- Homeowner Needs Engineer, Kathleen A. O'Brien
- Re: Re: plan dimension standards, Richard Lewis
- Re: Homeowner Needs Engineer, ADSCE
- Re: Homeowner Needs Engineer, Bill Allen
- Signing mylars or vellums, Lynn Howard
- STEEL:Allowable Bending of Single Angles, lsmith
- Re: OSB roof and shearwalls wet from these rain, -=maura=-
- Re: plan dimension standards, Tom Chiu
- Re: Signing mylars or vellums, wish
- Re: Garage Door Detail, wish
- Re: Signing mylars or vellums, Ron Hamburger
- Re: STEEL:Allowable Bending of Single Angles, Scott A Jensen
- Test - Only Stan Caldwell Respond Please, James F Fulton
- RE: STEEL:Allowable Bending of Single Angles, James Hagensen
- Re: Re: plan dimension standards, Bill Allen
- Signing mylars or vellum, Roger Turk
- Re: MISC- AutoCAD Conversion To Microstation, pfr
- Metal Stud Shear Walls and plywood diaphragms on metal joists., ITSEKSON SASHA
- Re: SEF, Barry H. Welliver
- Re: Forensic Engineering Technical Group meeting, SCHFUN
- Re: MISC - Engineering Educational Software, M.Nadkarni
- Uncooperative owner, JRTCE
- Re: Homeowner Needs Engineer, Tom Chiu
- Re[2]: Rigid frame deflections (again), James F Fulton
- Re: Foundation Underpinning, MRodrig273
- Re: Homeowner Needs Engineer, Ray A. Pixley
- Re: Wedge Anchors vs. Epoxy Rods -Reply, Tim McCormick
- Re: OSB roof and shearwalls wet from these rain, Norb Volny
- Re: SEF, Brian K. Smith
- ACAD: Scale to paperspace in AutoCAD R14, Renan
- Re: plan dimension standards, Bill Sherman
- MISC- AutoCAD Conversion To Microstation, ITSEKSON SASHA
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., CanitzCF
- RE: Signing mylars or vellums, Paul McEntee
- Re: Uncooperative owner (for Jerry R. Taylor), K. Hemmatyar
- E-mail, engrathm
- Re: Garage door detail, Kathleen A. O'Brien
- Re: Garage door detail, Kathleen A. O'Brien
- Standards/Classifications, Jeff Truman
- Re: Signing mylars or vellums, Bill Sherman
- Re: Signing mylars or vellums, Randall J. Bravo, S. E.
- Re: Homeowner Needs Engi, Bill Allen
- Modulus of subgrade reaction, Shafat Qazi
- Re: OSB roof and shearwalls wet from these rain, -=maura=-
- Re: Lateral decision -Reply -Reply, Tim McCormick
- Re: Uncooperative owner (for Jerry R. Taylor), Joe McCormick
- Re: Standards/Classifications, -=maura=-
- Re: Truss Connection, Glauco
- Re: E-mail, Lew Midlam
- Re: Modulus of subgrade reaction, Lew Midlam
- Re: Signing mylars or vellums, Michael Donoghue
- Re: Homeowner Needs Engineer, engrathm
- Re[2]: Forensic Engineering Technical Group meeting, James F Fulton
- Re: Pushover Analysis Techniques, Abdi (A.S. Moghadam)
- Re: Signing mylars or vellums, Richard Lewis
- Re: SEF Magazine Information, Terry Kubat
- Surgeons, Parkerres
- RE:Email, lsmith
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., MarthaAlic
- re:Modulus of subgrade reaction, AXB2%ENGPROJ%NTS
- Re: STEEL:Allowable Bending of Single Angles, Rick . Drake
- Equipment Foundations, Liu, Kenneth
- Uncooperative owner, Roger Turk
- RE: Test - Only Stan Caldwell Respond Please, Caldwell, Stan
- Re: SEF, Roger Turk
- Increase in allowable stress for Loads in Equipament Test, Glauco
- Re: Homeowner Needs Engineer, Neil Moore
- legal responsibilities of the building official, Seimone Jurjis
- Re: Modulus of subgrade reaction, BRBATES
- Re: Signing mylars or vellums, Tom Chiu
- BRIDGE ENGINEERING & BRIDGE ARCHITECTURE, loof
- uncooperative owner, Bruce Elster, P.E.
- Re[2]: Metal Stud Shear Walls and plywood diaphragms on meta, Brandon Erickson
- Re: legal responsibilities of the building official, Bill Allen
- Non-Engineering Topic - Chicago Engineers, wish
- RE: Email, Caldwell, Stan
- RE: Uncooperative owner, Caldwell, Stan
- RE: Modulus of subgrade reaction, John Cannon Jones
- Maintenance of Records, W. Gray Hodge
- Re: Uncooperative owner, Jill T. Shuttleworth, P.E., S.E.
- Re: Modulus of subgrade reaction, Bill Allen
- Clarification - Interpretation of Code - Non-Building Structures, ShirishM
- RE: SEF, Horning, Dick/CVO
- FW: Service Message, Caldwell, Stan
- SEAONC Spring Seminar, csh
- Re[2]: Modulus of subgrade reaction, James F Fulton
- Joist Girder Moment Frames?, Chris Palmateer
- today's laugh, Kathleen A. O'Brien
- Re: E-mail delivery of Division 93 Retrofit Standard, swidmayer
- Re: Re[2]: Forensic Engineering Technical Group meeting, SCHFUN
- Re: Joist Girder Moment Frames?, Ghassem Khosrownia
- Re: RE:Email, wish
- Re: MISC- AutoCAD Conversion To Microstation, CanitzCF
- Re: Uncooperative owner, pfr
- RE: Maintenance of Records, Paul McEntee
- Re: Signing mylars or vellums, HARRISENGR
- Please Read this..., Shafat Qazi
- Re: Signing mylars or vellums, Bill Sherman
- Foundations in Swelling Soil, ARW
- Re: Maintenance of Records, HARRISENGR
- RE: Joist Girder Moment Frames?, Gregory P. Luth
- RE: Uncooperative owner, Dennis S. Wish
- RE: Joist Girder Moment Frames?, Harold Sprague
- Re: Maintenance of Records, edean
- Re: Maintenance of Records, Richard Lewis
- Re: Maintenance of Records, Arvel L. Williams, P.E.
- Re: legal responsibilities of the building official, David Carpenter
- Re: Signing mylars or vellums, David Carpenter
- RE: Signing mylars or vellums, Dennis S. Wish
- Re: legal responsibilities of the building official, Steve Privett
- Re: Foundations in Swelling Soil, Neil Moore
- RE: Increase in allowable stress for Loads in Equipament Test, Liu, Kenneth
- Re: Uncooperative owner, HARRISENGR
- RE: Modulus of subgrade reaction, Ed Marshall
- Re: E-mail, Jill T. Shuttleworth, P.E., S.E.
- Increase in allowable stress for Loads in Equipment Test, Glauco
- RE: Signing mylars or vellums, John Cannon Jones
- RE: Foundations in Swelling Soil, James Hagensen
- RE: legal responsibilities of the building official, Dennis S. Wish
- Re: legal responsibilities of the building official, Neil Moore
- RE: legal responsibilities of the building official, John Cannon Jones
- RE: Wedge Anchors vs. Epoxy Rods, Gill Chris
- Re: E-mail, wish
- Re: Signing mylars or vellums, HARRISENGR
- Re: Uncooperative owner, Tom Chiu
- RE: legal responsibilities of the building official, John Cannon Jones
- RE: legal responsibilities of the building official, Bill Polhemus
- MBMA Code and Wind Loads, LibertyEng
- legal responsibilities o, Roger Turk
- Re: MBMA Code and Wind Loads, Bill Allen
- Re: legal responsibilities of the building official, Bill Allen
- RE: legal responsibilities of the building official, Bill Polhemus
- Re: Metal Stud Shear Walls and plywood diaphragms on metal joists., wish
- Re: Foundation Underpinning, HARRISENGR
- Re: MBMA Code and Wind Loads, Bill Sherman
- Re: legal responsibilities of the building official, Brent Russell Koch
- Re: SEF Magazine Information, Rawn Nelson
- Re: Foundations in Swelling Soil, Bill Sherman
- Re: Signing mylars or vellums, Bill Sherman
- RE: Maintenance of Records, Caldwell, Stan
- RV: ACAD: Scale to paperspace in AutoCAD R14, Renan
- RE: Foundatioons in Swelling Soil, ARW
- MISC: Reality Check - Dumb Question, Dennis S. Wish
- Re: MBMA Code and Wind Loads, CanitzCF
- Re: Wedge Anchors vs. Epoxy Rods, CanitzCF
- Re: Signing mylars or vellums, Lew Midlam
- Re: Foundations in Swelling Soil, Karen12959
- Re: MBMA Code and Wind Loads, LibertyEng
- Fwd: Foundations in Swelling Soil, Karen12959
- Re: MBMA Code and Wind Loads, MARCSBART
- Re: Signing mylars or vellums, Steve Privett
- Re: MBMA Code and Wind Loads, Bill Allen
- Re: legal responsibilities of the building official, Steve Privett
- Re: Increase in allowable stress for Loads in Equipment Test, Bill Sherman
- RE: legal responsibilities of the building official, Dennis S. Wish
- Re: MISC: Reality Check - Dumb Question, Jeff Smith
- Residential wood stud heights and stresses, HARRISENGR
- Re: Residential wood stud heights and stresses, Bill Allen
- New Alliance to work toward DWG standard, Dennis S. Wish
- RE: Residential wood stud heights and stresses, Dennis S. Wish
- RE: MISC: Reality Check - Dumb Question, Dennis S. Wish
- MBMA Code and Wind Loads, Roger Turk
- Re: New Alliance to work toward DWG standard, Brent R. Koch
- RE: New Alliance to work toward DWG standard, Dennis S. Wish
- SE Positions Available, SEAOSC
- Re: Increase in allowable stress for Loads in Equipment Test, Tom Chiu
- Spacing Limits for shear reinforcement., Jack J. Ajrab
- Re: Residential wood stud heights and stresses, Williston Warren IV
- Spacing Limits for shear, Roger Turk
- Re: MISC: Reality Check - Dumb Question, stan J
- Re: MISC: Reality Check - Dumb Question, stan J
- Re: Spacing Limits for shear reinforcement., Tom Chiu
- Reinforced Gunite Swimming Pole Details, CanitzCF
- Re: MISC: Reality Check - Dumb Question, Patrick J. Quinn
- Re: Spacing Limits for shear reinforcement., Sleiman Serhal
- Re: MBMA Code and Wind Loads, Rick . Drake
- COMP:Design Programs, lsmith
- RE: COMP:Design Programs, Horning, Dick/CVO
- RE: MBMA Code and Wind Loads, Bill Polhemus
- Re: Wedge Anchors vs. Epoxy Rods, AnandNene
- Crashed MS Exchange - need some help, Dennis S. Wish
- Re: MBMA Code and Wind Loads, LibertyEng
- RE: MBMA Code and Wind Loads, Harold Sprague
- Re: Joist Girder Moment Frames?, Brian K. Smith
- Re[2]: MBMA Code and Wind Loads, James F Fulton
- Re: COMP:Design Programs, Bill Allen
- RE: Re[2]: MBMA Code and Wind Loads, John Cannon Jones
- RE: MBMA Code and Wind L, Roger Turk
- Fw: Service Message, T. Eric Gillham
- RE: MBMA Code and Wind L, Harold Sprague
- Re: Re[2]: MBMA Code and Wind Loads, CanitzCF
- FW: Service Message, Kathleen A. O'Brien
- Re: Maintenance of Records, Kathleen A. O'Brien
- Uncooperative owner, Kathleen A. O'Brien
- Think About It, Kathleen A. O'Brien
- Re: MBMA Code and Wind Loads, Lew Midlam
- MISC: Reality Check - Dumb Question, Kathleen A. O'Brien
- Re: COMP:Design Programs, Sam Chang
- Think About It "Lesson", K. Hemmatyar
- CHINESE CODES, Studio Negrini
- Re[2]: MBMA Code and Wind L, James F Fulton
- RE: MBMA Code and Wind L, Roger Turk
- RE: Wedge Anchors vs. Epoxy Rods, Gill Chris
- Re: CHINESE CODES, James F Fulton
- RE: CHINESE CODES, Harold Sprague
- RE: Maintenance of Records, Horning, Dick/CVO
- Re: MISC: Reality Check - Dumb Question, ErnieNSE
- Heat Flow Rate Across/Through Steel, Mcsherrygp
- RE: ACAD: Scale to paperspace in AutoCAD R14, Robert Grandmaison
- RE: Heat Flow Rate Across/Through Steel, Harold Sprague
- RE: COMP:Design Programs, Dennis S. Wish
- RE: MISC: Reality Check - Dumb Question, Dennis S. Wish
- Re: MBMA Code, MarthaAlic
- Re: Heat Flow Rate Across/Through Steel, David Carpenter
- RE: MBMA Code, Harold Sprague
- MBMA and Wind Load Specification, Gary Chock, S. E.
- Getting Involved - Revisited, Tom . Hunt
- Re: Heat Flow Rate Across/Through Steel, CTSTUC
- Re: Getting Involved - Revisited, Lew Midlam
- Re[3]: MBMA Code and Wind Loads, Ed . Haninger
- Getting Involved - revisited, dodgen
- CAD: Visio's IntelliCAD98, Dennis S. Wish
- Chinese Codes ..., rangelow . peter
- Re: CHINESE CODES, rangelow . peter
- RE: Re[3]: MBMA Code and Wind Loads, Joe Deppe
- RE: Visio's IntelliCAD98, Joe Deppe
- Getting Involved - Revis, Roger Turk
- Re[4]: MBMA Code and Wind Loads, Ghassem Khosrownia
- Getting Involved - Revisited, dodgen
- RE: AutoCAD R14 Tip, Mark Middlebrook
- INTELLICAD98, Dario Romano
- RE: INTELLICAD98, Brent Straka
- RE: INTELLICAD98, Joe Deppe
- Re: AutoCAD R14 Tip, Bill Allen
- Eagle Point Advertising, Bill Cain, S.E.
- RE: AutoCAD R14 Tip, John Cannon Jones
- Bolt Torques, Bruce Hopper
- RE: AutoCAD R14 Tip, Dennis S. Wish
- RE: INTELLICAD98, Dennis S. Wish
- RE: Getting Involved - Revisited, Dennis S. Wish
- RE: AutoCAD R14 Tip, Dennis S. Wish
- Re: Eagle Point Advertising, Bill Allen
- Re: AutoCAD R14 Tip, Bill Allen
- RE: Bolt Torques, Harold Sprague
- IBC Code Change Procedures, Tom . Hunt
- CAD - Standard for Detail Names?????, Dennis S. Wish
- Welding Rebar, Lee, Calvin
- Re: MBMA Code and Wind Loads, Michael Valley
- IBC Code Change Procedur, Roger Turk
- RE: Welding Rebar, Harold Sprague
- Curved Steel Beams, Tom Castle
- RE: Curved Steel Beams, Estes, Kent R.
- RE: Curved Steel Beams, Powers, Tony
- RE: Welding Rebar, Powers, Tony
- Re: Bolt Torques, Arvel L. Williams, P.E.
- California Building Code, Martin N. Pohll
- Re: Bolt Torques, Paul Reilly
- 2nd try - Subject of Code Clarification - Non-Building Structures, ShirishM
- Re: Welding Rebar, Scott Funderburk
- RE: Eagle Point Advertising, Joe Deppe
- Re: Curved Steel Beams, Michael Donoghue
- Re: IBC Code Change Procedures, Richard_Ranous/OES
- Eaglepoint Advertising, Ecengrs
- Re: Eaglepoint Advertising, ErnieNSE
- Re: IBC Code Change Procedures, ErnieNSE
- RE: Eaglepoint Advertising, Dennis S. Wish
- Re: IBC Code Change Procedures, Richard_Ranous/OES
- Re: Eaglepoint Advertising, Bill Cain, S.E.
- Re: AutoCAD R14 Tip, Mark Middlebrook
- RE: IBC Code Change Procedures, Dennis S. Wish
- Company Advertising, Joe Deppe
- CAD - Standard for Detail Names?????, Williston Warren IV
- RE: Eaglepoint Advertising, Dennis S. Wish
- Re: Eaglepoint Advertising, ErnieNSE
- Re: Company Advertising, Bill Cain, S.E.
- Re: Eaglepoint Advertising, T
- Re: Company Advertising, Bill Allen
- URM - Parapet Bracing Question, Dennis S. Wish
- RE: Company Advertising, Joe Deppe
- Re: Company Advertising, Bill Cain, S.E.
- RE: Residential wood stud heights and stresses, Phil Boultinghouse
- RE: Company Advertising, Caldwell, Stan
- Re: Company Advertising, Jim Warne
- Re: Joist Girder Moment Frames?, Michael Valley
- Re: Company Advertising, T
- RE: Residential wood stu, Roger Turk
- RE: Company Advertising, Caldwell, Stan
- SEAONC 1998 Spring Seminar, csh
- Re: Company Advertising, ErnieNSE
- IBC Dates, dodgen
- Re: Company Advertising, Abdi (A.S. Moghadam)
- SEAONC Structural Computer Expo, May 5th, 1998, Jeff Smith
- caisson footings, Mark and Jessica Pemberton
- RE: Company Advertising, Powers, Tony
- RE: Company Advertising, Shafat Qazi
- RE: Company Advertising, Dennis S. Wish
- Shear wall damages in Northridge Earthquake, MRodrig273
- Re: Company Advertising, Bill Allen
- Re: Something or other..., lsmith
- Re: Company Advertising, Michael Donoghue
- Re: Curved Steel Beams, Parkerres
- Re: Shear wall damages in Northridge Earthquake, MarthaAlic
- Re: CAD - Standard for Detail Names?????, Parkerres
- Re: Shear wall damages in Northridge Earthquake, Richard_Ranous/OES
- Re: Advertising, LibertyEng
- "Caisson Footings", Lawrence B. Karp
- CFMS - Cold Formed Metal Studs in Wall With Sheathing on One Side Only, stan J
- RE: CAD - Standard for Detail Names?- LONG!, Robert Grandmaison
- Re: Company Advertising, Drew A. Norman, S.E.
- Re: Advertising, BRBATES
- PC conc screed rail, Norb Volny
- Re: Company Advertising, Jill T. Shuttleworth, P.E., S.E.
- RE: CAD - Standard for Detail Names?- LONG!, Dennis S. Wish
- RE: Company Advertising, Shafat Qazi
- URM - Parapet Bracing Question -Reply, Tim McCormick
- RE: URM - Parapet Bracing Question -Reply, Dennis S. Wish
- Re: CFMS - Cold Formed Metal Studs in Wall With Sheathing on One Side Only, Richard Lewis
- EVAL: Evaluation of existing structure, Richard Lewis
- RE: CAD - Standard for Detail Names?- LONG!, Dennis S. Wish
- Re: Company Advertising, T
- RE: CAD - Standard for Detail Names?- LONG!, Neil Moore
- RE: Company Advertising, Dennis S. Wish
- Re: Company Advertising, BCainse
- Dynamic base shears, is it considered?, MRodrig273
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Fw: Dynamic base shears, is it considered?, T. Eric Gillham
- Re: Shear wall damages in Northridge Earthquake, Michael Valley
- Re: EVAL: Evaluation of existing structure, ErnieNSE
- Re: Dynamic base shears, is it considered?, BCASE1356
- Re: URM - Parapet Bracing Question -Reply, Barry H. Welliver
- Re: EVAL: Evaluation of existing structure, Michael Donoghue
- Re: EVAL: Evaluation of existing structure, Steve Privett
- Re: 2nd try - Subject of Code Clarification - Non-Building Structures, ErnieNSE
- EVAL: Evaluation of exis, Roger Turk
- RE: CAD - Organizing detail libraries?, Mark Middlebrook
- RE: EVAL: Evaluation of existing structure, Dennis S. Wish
- RE: URM - Parapet Bracing Question -Reply, Dennis S. Wish
- RE: MISC- AutoCAD Conversion To Microstation, Dennis S. Wish
- caisson footings, Mark and Jessica Pemberton
- braced wall code, Mark and Jessica Pemberton
- Re: EVAL: Evaluation of existing structure, Jeff Smith
- "Caisson Footings", Lawrence B. Karp
- RE: CAD - Organizing detail libraries?, Mark Middlebrook
- RE: Info: Need Web Addresses for State Agencies - All States, Theodore H. Partrick, Jr.
- post-tensioning, jojo see
- SEAOC $10.00 dues increases objection, HARRISENGR
- Re: CFMS - Cold Formed Metal Studs in Wall With Sheathing on One Side Only, B D Pham
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: Foundations on Swelling Ground & Soil modulus, T
- COMP: Update on MathCad 7.0 - MathConnex and Component Projects, Dennis S. Wish
- post-tension, jojo see
- Re: URM - Parapet Bracing Question -Reply, Barry H. Welliver
- Re: SEAOC $10.00 dues increases objection, Rick . Drake
- building classes, Jeff Smith
- RE: building classes, Ed Marshall
- Re: SEAOC $10.00 dues increases objection, ErnieNSE
- Re: post-tensioning, ASLCSE
- RE: post-tensioning, Brent Koch
- RE. Foundations in Swelling Soil: Resubmitting, ARW
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: braced wall code, ErnieNSE
- RE: building classes, Harold Sprague
- Re: post-tensioning, Parkerres
- AutoCAD & Network Questions, CPCseaoc
- Re: building classes, Robert J Bossi
- LGSS (Light Gauge Steel Studs) Need design example, Dennis S. Wish
- Re: braced wall code, T
- LGSS - Opinion on Stud pins in steel studs verses screws, Dennis S. Wish
- Re: building classes, Jeff Smith
- FWD> Haiku help messages, Kathleen A. O'Brien
- General Thanx, Mark and Jessica Pemberton
- Re: SEAOC $10.00 dues increases objection, Bill Allen
- Silo roof slabs, HOROWITZ
- LGSS (Light Gauge Steel Studs) Need design example -Reply, Tim McCormick
- RE: AutoCAD & Network Questions, Mark Middlebrook
- Proposed due increases again another $10?, EDLStruct
- Looking for Employment!, MARC LEBLANC
- Re: LGSS (Light Gauge Steel Studs) Need design example, ErnieNSE
- 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, Dennis S. Wish
- SEAOC Committee Meetings, Rick . Drake
- Re: SEAOC Committee Meetings, Bill Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example, David Boyer
- Re: LGSS (Light Gauge Steel Studs) Need design example, David Boyer
- Steel connections using welds and bolts, Bill Sherman
- Re: International Engineers Week (Feb 21 - 27, 1999), Sash Lulla
- Re: LGSS (Light Gauge Steel Studs) Need design example, B D Pham
- Re: SEAOC Committee Meetings / "picture phones", HARRISENGR
- holdowns @ stucco walls, Mark and Jessica Pemberton
- Re: LGSS (Light Gauge Steel Studs) Need design example, P. & S. Guthrie
- Re: SEAOC Committee Meetings / "picture phones", Shafat Qazi
- Re: LGSS - Opinion on Stud pins in steel studs verses scr, HARRISENGR
- Re: SEAOC $10.00 dues increases objection, Rawn Nelson
- Re: LGSS (Light Gauge Steel Studs) Need design example, Neil Moore
- RE: SEAOC Committee Meetings, Dennis S. Wish
- Re: SEAOC $10.00 dues increases objection, Kathleen A. O'Brien
- If . . . (humor), Kathleen A. O'Brien
- RE: LGSS - Opinion on Stud pins in steel studs verses scr, Dennis S. Wish
- RE: holdowns @ stucco walls, Dennis S. Wish
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- RE: LGSS (Light Gauge Steel Studs) Need design example, Dennis S. Wish
- Re: LGSS (Light Gauge Steel Studs) Need design example, T
- RE: LGSS (Light Gauge Steel Studs) Need design example, Harold Sprague
- Re: holdowns @ stucco walls, Parkerres
- Re: SEAOC $10.00 dues increases objection, Bill Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example, Bill Allen
- Re: LGSS (Light Gauge Steel Studs) Need design example, Julio . Guerra
- Re: SEAOC $10.00 dues increases objection, ErnieNSE
- SEAOC Committee Mtgs and $10 dues increase, Williston Warren IV
- Re: heat transfer through steel, Scott Funderburk
- Re: seaoc Digest for 24 Feb 1998, Scott Funderburk
- Re: SEAOC Committee Meetings, ErnieNSE
- Re: LGSS (Light Gauge Steel Studs) Need design example, M K. Parfitt
- El Nino water surch & Seismic Activity, Norb Volny
- Re: Dynamic base shears, is it considered?, Bill Sherman
- Re: Dynamic base shears, is it considered?, Seimone Jurjis
- SEAOC, Rawn Nelson
- Important Instructions - Please Read, Dennis S. Wish
- RE: SEAOC $10.00 dues increases objection, 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
- Seismic acceleration of H2O, STEVE CAMPBELL
- Re: SEAOC $10.00 dues increases, Tom Chiu
- RE: 2nd try - Subject of Code Clarification - Non-Building Structures, Harold Sprague
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: SEAOC Committee Meetings, FLew98
- Re: SEAOC Committee Meetings, Bill Allen
- RE: Seismic acceleration of H2O, Harold Sprague
- Post Earthquake Safety and Damage Assessments, Bruce Shephard
- RE: Seismic acceleration of H2O, Brent Koch
- Computer Programs, MGFran
- Re: RE: Seismic acceleration of H2O, Bill Sherman
- RE: RE: Seismic acceleration of H2O, Harold Sprague
- Re: Tube steel connections, MJSLAYSMAN
- Re: Tube steel connections, Neil Moore
- Re: Computer Programs, pfr
- Re: LGSS (Light Gauge Steel Studs) Need design example, P. Rajendran
- RE: Tube steel connections, Powers, Tony
- Near Fault Factor Maps, John Lawson
- RE: SEAOC Committee Meetings "Virtual committee standards", Dennis S. Wish
- RE: SEAOC Committee Meetings, Dennis S. Wish
- RE: LGSS (Light Gauge Steel Studs) Need design example, Virginia Juarana
- Re: SEAOC Committee Meetings, FLew98
- Ductility demand and Ductility capacity, youngkj
- Re: SEAOC $10.00 dues increases objection, Sam Chang
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- New HSS Manual from AISC, lsmith
- Re: Tube steel connections, Michael Donoghue
- Re: New HSS Manual from AISC, Rick . Drake
- Re: Dynamic base shears, is it considered?, Bill Sherman
- Re: El Nino water surch & Seismic Activity, Richard_Ranous/OES
- Re: Post Earthquake Safety and Damage Assessments, Richard_Ranous/OES
- RE: SEAOC $10.00 dues in, Roger Turk
- Re: SEAOC $10.00 dues increases objection, FLew98
- I HATE MY HMO!!!, Kathleen A. O'Brien
- Virtual committee standards, Bill Cain, S.E.
- Re: SEAOC $10 dues increase objection, EDLStruct
- Re: Ductility demand and Ductility capacity, Tom Chiu
- Re: LGSS (Light Gauge Steel Studs) Need design example, James Allen
- RE: SEAOC, John Cannon Jones
- SEAONC 1998 Spring Seminar, csh
- Re: LGSS (Light Gauge Steel Studs) Need design example, Brian K. Smith
- Re: New HSS Manual from AISC, Brian K. Smith
- RE: Seismic acceleration of H2O, Williston Warren IV
- RE: SEAOC, Richard_Ranous/OES
- Re: SEAOC $10.00 dues increases objection, ErnieNSE
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: SEAOC Committee Meetings, Rlfong
- Re: Dynamic base shears, is it considered?, Bill Sherman
- International Building Code 2000, James F Fulton
- RE: CAD - Organizing detail libraries?, John Cannon Jones
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: Seismic acceleration of H2O, Bill Sherman
- RE: SEAOC $10.00 dues in, Dennis S. Wish
- CONC - Modern concrete frame building -, Tom Chiu
- Re: SEAOC $10.00 dues increases objection, COEngineer
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- RE: SEAOC $10 dues increase objection, Dennis S. Wish
- RE: I HATE MY HMO!!!, Dennis S. Wish
- RE: SEAOC $10.00 dues increases objection, Dennis S. Wish
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Re: Ductility demand and Ductility capacity, BYONGCHOI
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: SEAOC $10 dues increase objection, FLew98
- Light Gage Steel Design Software, Dave Anderson
- Response to Frank Lew & Virtual Committees, Dennis S. Wish
- Need this brace meet the Chevon brace Requirment?, Sam Chang
- RE: Near Fault Factor Maps, Tom Long
- More, Kathleen A. O'Brien
- Re: Shear wall damages in Northridge Earthquake, Kathleen A. O'Brien
- AutoCadLT/12/14 Layering problems, Kathleen A. O'Brien
- Pie, Kathleen A. O'Brien
- Re: LGSS (Light Gauge Steel Studs) Need design example, Kathleen A. O'Brien
- Re: Dynamic base shears, is it considered?, Abdi (A.S. Moghadam)
- Re: CONC - Modern concrete frame building -, Ron Hamburger
- Re: SEAOC Committee Meetings, Bill Allen
- Re: AutoCadLT/12/14 Layering problems, Bill Allen
- Re: SEAOC $10 dues increase objection, Bill Allen
- Re: Need this brace meet the Chevron brace Requirement?, Julio . Guerra
- RE: SEAOC $10.00 dues in, Roger Turk
- Re: AutoCadLT/12/14 Layering problems, Kathleen A. O'Brien
- Virtual Committee, Bill Cain, S.E.
- RE: CAD - Organizing detail libraries?, Mark Middlebrook
- Re: CONC - Modern concrete frame building -, Tom Chiu
- Re: International Building Code 2000, Ed . Haninger
- RE: CONC - Modern concrete frame building -, Gregory P. Luth
- Re: Virtual committee standards, Bill Allen
- Re: AutoCadLT/12/14 Layering problems, Brian K. Smith
- Re: Dynamic base shears, is it considered?, Tom Chiu
- Re: SEAOC Committee Meetings, ErnieNSE
- Re: SEAOC Committee Meetings, Tom Chiu
- RE: AutoCadLT/12/14 Layering problems, Dennis S. Wish
- RE: Virtual Committee, Dennis S. Wish
- RE: SEAOC $10.00 dues in, Dennis S. Wish
- International Building C, Roger Turk
- RE: SEAOC Committee Meetings, Dennis S. Wish
- stresses in deep beams, Dave Evans
- apologize for bounced mail, Charley Hamilton
- Has any one seen ....., engrathm
- Re: Has any one seen ....., John F. Jones
- Stainless Steel Reinforcement, CanitzCF
- Y2K Issue, CanitzCF
- SEAOSC March 4th Dinner Meeting (Los Angeles), BCA SE1356
- Virtual Standards Committee - Volunteers Needed please read, Dennis S. Wish
- Re: Need this brace meet the Chevron brace Requirement?, Sam Chang
- Re: CONC - Modern concrete frame building -, Juan C. Gray
- Re: AutoCadLT/12/14 Layering problems, Mark Middlebrook
- Re: Y2K Issue, Norb Volny
- Re: Stainless Steel Reinforcement, Norb Volny
- RE: Virtual Standards Committee - Volunteers Needed please read, Dennis S. Wish
- RE: Y2K Issue, Dennis S. Wish
- Re: Virtual Standards Committee - Volunteers Needed please read, Shafat
- Top S.E. Firm has positions open., Bockemohle
- Re: Evaluation of Existing Structures, FredT5
- Re: Stainless Steel Reinforcement, nmends
- re: CONC - Modern concrete frame building, FredT5
- Re: Near source maps, FredT5
- Re: Stainless Steel Reinforcement, CanitzCF
- Re: Near source maps, BCainse
- Re: LGSS (Light Gauge Steel Studs) Need design example, Bobeng
- Re: Tube steel connections, Bobeng
- Re: SEAOC Committee Meetings, Bill Allen
- Re: Y2K Issue, John O'Brien
- RE: Y2K Issue, Dennis S. Wish
- Princeton Football Stadium, Parkerres
- Re: SEAOC Committee Meetings, Richard C.C. Lee
- Misinterpreted Comments, Dennis S. Wish
- Re: Light Gage Steel Design Software, Dave Morris
- Re: Y2K Issue, Philip Christensen
- Re: Misinterpreted Comments, Rlfong
- Re[2]: SEAOC Committee Meetings, Rick . Drake
- Near Source Maps, Rick . Drake
- Re: SEAOC Committee Meetings, Jill T. Shuttleworth, P.E., S.E.
- RE: SEAOC Committee Meetings, Dennis S. Wish
- Re: CONC - Modern concrete frame building -, Tom Chiu
- Steel Monopoles, Bill King
- IBC First Draft Comment, Dennis S. Wish
- Diaphragm and wall deflections, MGFran
- Re: IBC First Draft Comment, Steve Privett
- Re: Stainless Steel Reinforcement, Tom . Hunt
- JOKE: New RISA Tech Support Form, BRBATES
- IBC Masonry Special Inspection Requirements, Sandy Pringle
- Re: IBC Masonry Special Inspection Requirements, Tom Chiu
- Re: IBC Masonry Special Inspection Requirements, Sandy Pringle
- RE: IBC First Draft Comment, Dennis S. Wish
- Re: Diaphragm and wall deflections, Charles Greenlaw
- RE: Y2K Issue, Andrew Goh
- Re: Stainless Steel Reinforcement, Michael Donoghue
- Re: IBC Masonry Special Inspection Requirements, Tom Chiu
- Re: IBC Masonry Special Inspection Requirements, ErnieNSE
- COMP Backup Software Recommendations, Bill Allen
- Re: COMP Backup Software Recommendations, Bill Cain, S.E.
- RE: IBC Masonry Special Inspection Requirements, Harold Sprague
- Joining SEAOC, Mark and Jessica Pemberton
- Drafting Professional, DKHATRI
- Project Structural Engineer Position, DKHATRI
- Re: COMP Backup Software Recommendations, Arvel L. Williams, P.E.
- RE: COMP Backup Software Recommendations, Paul McEntee
- RE: COMP Backup Software Recommendations, Dennis S. Wish
- Re: COMP Backup Software Recommendations, Lew Midlam
- Re: Joining SEAOC, BCainse
- Re: COMP Backup Software Recommendations, Bill Allen
- Truss Connection, Engmail
- Re: COMP Backup Software Recommendations, Lew Midlam
- Re: COMP Backup Software Recommendations, Lew Midlam
- RE: Joining SEAOC, Joe Deppe
- Re: SEAOC Dues Increases, JAMES S LAI
- Re: Joining SEAOC, Richard_Ranous/OES
- Re: SEAOC Dues Increases, Richard_Ranous/OES
- SEAONC 1998 Spring Seminar, csh
- Special Inspections, Richard_Ranous/OES
- Re: SEAOC Dues Increases, Dan Vines
- RE: SEAOC Dues Increases - Resonse to James Lai's Comments, Dennis S. Wish
- Re: SEAOC Dues Increases - Resonse to James Lai's Comments, FLew98
- duplication of plans, Jessica Pemberton
- RE: duplication of plans, Dennis S. Wish
- Re: duplication of plans, Tom Chiu
- Re: duplication of plans, Parkerres
- ICBO Near Source Fault Maps, Rick . Drake
- Bouncing Messages, Lew Midlam
- Re: Bouncing Messages, John S. Conover
- Retirement Party, Sandy Pringle
- Inspections and special inspections, Harold Sprague
- Re: duplication of plans, BVeit
- pier design, MarthaAlic
- Re: pier design, Bill Cain, S.E.
- Re: Diaphragm and wall deflections, FLew98
- wind loads, Jessica Pemberton
- Fw: wind loads, T. Eric Gillham
- Specs: Wide Enough for Two.., Kathleen A. O'Brien
- RE: pier design, Gregory P. Luth
- To Mark P., Brandon Erickson
- Re: pier design, Arvel L. Williams, P.E.
- Re: pier design, Arvel L. Williams, P.E.
- RE: duplication of plans, Dennis S. Wish
- Re: pier design, Michael Donoghue
- Re: pier design, Arvel L. Williams, P.E.
- List Archives now Searchable!, Shafat
- ODE TO SPELL CHECKERS .., LtTang
- Clinton Joke!, MARC LEBLANC
- Pier Design, engrathm
- Re[2]: pier design, James F Fulton
- RE: pier design, Harold Sprague
- RE: pier design, Bill Polhemus
- RE: wind loads, Harold Sprague
- Re: List Archives now Searchable!, Bill Cain, S.E.
- Re: Specs: Wide Enough for Two.., Yank2002
- Periodic Special Inspection, Sandy Pringle
- RE: duplication of plans, Richard_Ranous/OES
- Re: duplication of plans, Bill Allen, S.E.
- RE: pier design, Bill Polhemus
- Re: pier design, BVeit
- Int'l Bldg. Code 2000 Seismic Maps, James F Fulton
- Re: duplication of plans, Richard_Ranous/OES
- Re: duplication of plans, Bill Allen, S.E.
- Re: duplication of plans, Richard_Ranous/OES
- Re: Int'l Bldg. Code 2000 Seismic Maps, Gary Chock, S. E.
- Bolted Moment Connections, Michael D Zaitz
- Re[2]: Int'l Bldg. Code 2000 Seismic Maps, James F Fulton
- RE: Re[2]: Int'l Bldg. Code 2000 Seismic Maps, Harold Sprague
- IBC Conventional Framing, Dennis S. Wish
- RE: Bolted Moment Connections, Harold Sprague
- Re: IBC Conventional Framing, Richard_Ranous/OES
- RE: duplication of plans, Dennis S. Wish
- Things you can learn from a Dog, John Cannon Jones
- Repair Code, Richard_Ranous/OES
- 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: Repair Code, Bill Allen, S.E.
- Re: Re[4]: Int'l Bldg. Code 2000 Seismic Maps, T
- How to get Draft Repair document., Shafat Qazi
- RE:Clinton Joke!, カストロ.J.J
- Re: pier design, Arvel L. Williams, P.E.
- Re: duplication of plans, Rhkratzse
- Re: wind loads, P. Rajendran
- Re: wind loads, Bill Allen, S.E.
- bridging to floor joists, Bob Mahony
- HUMOR: brief everything I know about Civil Engineering (fwd), Andrew Goh
- RE: duplication of plans, Dennis S. Wish
- Email Standards, Dennis S. Wish
- RE: HUMOR: brief everything I know about Civil Engineering (fwd), Dennis S. Wish
- RE: wind loads - Word Wrapping, Dennis S. Wish
- Re: Email Standards, nmends
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards, -=maura=-
- Re: Email Standards, nmends
- Re: Signing mylars or vellum, Resengin
- Re: Uncooperative owner, Resengin
- Re: Uncooperative owner, nmoore
- Re: Signing mylars or vellum, nmoore
- 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, FLew98
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards, Bill Allen, S.E.
- Re: Email Standards, John Nichols
- Re: Email Standards, Bill Allen, S.E.
- Re: Things you can learn from a Dog, M.Nadkarni
- RE: Email Standards, Dennis S. Wish
- RE: Email Standards, Dennis S. Wish
- RE: RE: duplication of plans, Dennis S. Wish
- THANK YOU., John Nichols
- Re: General business questions, Kathleen A. O'Brien
- Non-Engineering Topic - Chicago Engineers, Kathleen A. O'Brien
- Which Club to Join, Kathleen A. O'Brien
- Re: Uncooperative owner, Kathleen A. O'Brien
- Wood, Drew Morris
- Re: General business questions, Barry H. Welliver
- Re: Email Standards, Bill Allen, S.E.
- SV: Email Standards, felix megdoud
- Re: Wood, Richard_Ranous/OES
- Re: Repair Code, Richard_Ranous/OES
- Re: Email Standards, T
- Re: Email Standards, T
- Maps have different purposes, FredT5
- Northridge EQ and Wood, Tim McCormick
- RE: Email Standards, Caldwell, Stan
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- Re: Email Standards and garbage!, nmoore
- Re: Thank You, CPCseaoc
- RE: Email Standards and garbage!, Dennis S. Wish
- RE: Non-Engineering Topic - Chicago Engineers, Bill Polhemus
- Re: Email Standards, FLew98
- RE: Thank You, Bill Polhemus
- ICBO Near Source Fault Maps - Pdate & Status, Rick . Drake
- Email standards, Brian Kehoe
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- Re: Email Standards and garbage!, T
- RE: Email Standards, Roger Turk
- Scales., John Nichols
- Re: Which Club to Join, John Nichols
- Re: General business questions, John Nichols
- Re: Email Standards, nmends
- Message to those Lurking in the shadows:>), Dennis S. Wish
- Re: Which Club to Join, Kathleen A. O'Brien
- RE: Non-Engineering Topic - Chicago Engineers, Kathleen A. O'Brien
- City standard plan, TinDinh
- Structural I Study Guides, Michael D Zaitz
- RE: Message to those Lurking in the shadows:>), Freilinger, Shawn W
- Re: Which Club to Join, Bill Allen, S.E.
- Re: Email Standards, Bill Allen, S.E.
- RE: Message to those Lurking in the shadows:>), Brent Ludwick
- Dues Deduct??, Tom . Hunt
- SV: Dues Deduct??, felix megdoud
- Re: Dues Deduct??, Richard_Ranous/OES
- Northridge EQ and Wood, buddy_showalter
- Re: Which Club to Join, EphHirsch
- Intellicad 60 day money back, Allen Wagner
- Re: Email Standards, FLew98
- Re: bridging to floor joists, BVeit
- Re: Landslide, ErnieNSE
- Re: Message to those Lurking in the shadows:>), Robert Bill
- Listserv membership, FLew98
- Re: Diaphragm and wall deflections, Charles Greenlaw
- Re: Landslide, Martin Johnson
- Survey on the Benefits of EQ Mitigation, Patricia A. Grossi
- Re: Message to those Lurking in the shadows:>), Tom Chiu
- Re: Listserv membership, Dave Evans
- Re: Landslide, Tom Chiu
- RE: Email Standards, Dennis S. Wish
- RE: Which Club to Join, Dennis S. Wish
- FW: Message to those Lurking in the shadows:>), Nguyen, John
- RE: Non-Engineering Topic - Chicago Engineers, Dennis S. Wish
- Coring concrete slab, Tom Castle
- SEAOSC Orange County Dinner Meeting, Pomerleau Dave
- Re: Landslide -Reply, Tim McCormick
- Re: bridging to floor jo, Roger Turk
- RE: Subgrade Modulus, Ed Marshall
- Re: Message to those Lur, Roger Turk
- TEST - PLEASE DELETE!, Chris Palmateer
- Re: Survey on the Benefits of EQ Mitigation, John Nichols
- RE: Which Club to Join, John Nichols
- RE: Listserv membership, Dennis S. Wish
- RE: Listserv membership, Dennis S. Wish
- bridge bearings, NRoselund
- Re: Listserv membership, Shafat Qazi
- Caissionse, Tom Long
- Re: email attachments, Bill Sherman
- Re: Coring concrete slab, Arvel L. Williams, P.E.
- Curved Girder Bridge Software, Chris Towne
- Re: Landslide -Reply, Tarek Mokhtar
- Re: Message to those Lur, Arvel L. Williams, P.E.
- The North American Seaoc - for John down under, Dennis S. Wish
- Re: Curved Girder Bridge Software, gngolde
- Re: Coring concrete slab, bocte
- Re: Re: Which Club to Join, RGRAY AIA
- Survey of Lurkers - You gotta be kidding?, Dennis S. Wish
- Re: Caissionse, Tom Chiu
- Re: bridge bearings, bocte
- Re: Landslide, nmoore
- Re: Caissionse, JAA
- RE: Re: Which Club to Join, Dennis S. Wish
- RE: Intellicad 60 day money back, Dennis S. Wish
- Re: winmail.dat, -=maura=-
- Re: The North American Seaoc - for John down under, Amaloyan
- Re: Which Club to Join, Kathleen A. O'Brien
- Re: Caissionse, LtTang
- Re: Survey of Lurkers - You gotta be kidding?, Charles Greenlaw
- Re: General business questions, Kathleen A. O'Brien
- Re: Intellicad 60 day money back, Bill Allen, S.E.
- Re: Email Standards, Bill Allen, S.E.
- Re: Tank Deadman, ErnieNSE
- Re: Tank Deadman, Bill Sherman
- Survey on the Benefits of EQ Mitigation, Patricia A. Grossi
- Re: Structural I Study Guides, Richard Lewis
- x brace question, Tarek Mokhtar
- Re: General business que, Roger Turk
- Re: x brace question, Sam Chang
- Re: x brace question, Glauco
- Sasha's recent mail, Charley Hamilton
- RE: Email Standards, ITSEKSON SASHA
- RE: x brace question, ITSEKSON SASHA
- Re: Structural I Study Guides, Edwin Schmeckpeper
- Re: x brace question, Bill Sherman
- Re: x brace question, Dave Evans
- Coring Concrete Slab, Drew A. Norman, S.E.
- Cassionse, Drew A. Norman, S.E.
- Re: Landslide, Norb Volny
- RE: Email Standards, engrathm
- Re: Coring concrete slab, Bill Cain, S.E.
- Re: x brace question, Patrick Rodgers
- RE: x brace question, ITSEKSON SASHA
- Fw: Computer Virus, T
- RE: Caissons, Liu, Kenneth
- Re: General business -- billing, BVeit
- removing partition walls:, BVeit
- Veterans Please READ Fwded by Don De Groat, Chair Dist 50, LPC, Kathleen A. O'Brien
- RE: x brace question, Arenson
- Virus Hoaxes, Dennis S. Wish
- Veterans Please READ, Roger Turk
- Re: General business --, Roger Turk
- Re: Landslide, Parkerres
- RE: removing partition walls:, Dennis S. Wish
- RE: removing partition walls:, John Buchanan
- Re: Landslide, John Buchanan
- Re: removing partition walls:, Tom Chiu
- Re: x brace question, Bill Sherman
- Re: x brace question, Michael Valley
- Re: x brace question, bocte
- Re: Landslide, Rhkratzse
- RE: removing partition walls:, Dennis S. Wish
- RE: removing partition walls:, Dennis S. Wish
- Re: Landslide, Parkerres
- Re: removing partition walls:, ErnieNSE
- Re: Coring concrete slab, JChen2250
- Re: Virus Hoaxes, LtTang
- Re: Virus Hoaxes, rangelow . peter
- Re: Landslide, T
- Re: Coring in concrete slabs, Tom Joos x7707
- RE: Coring concrete slab, Gill Chris
- Re: International Collecting on Invoices, T
- Fw: International Collecting on Invoices, T
- RE: Tank Deadman, Harold Sprague
- Re: Veterans Please READ, Roger Turk
- Re: +ACY Characters from Listserver, Bill Cain, S.E.
- RE: Coring concrete slab, Tom Castle
- RE: x brace question, Ed Marshall
- Re: Landslide, Roger Turk
- IntelliCAD Site (Corrected), Allen Wagner
- lurking, Phil Dodd
- Fw: International Collec, Roger Turk
- RE: Landslide, Caldwell, Stan
- RE: IntelliCAD Site (Corrected), Joe Deppe
- Re: Coring concrete slab, Parkerres
- RE: Landslide, Norb Volny
- Veterans Please READ, Kathleen A. O'Brien
- Re: Landslide -pier tie spacing, Anand Nene
- OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re:Plastic moment capacity of concrete filled steel pipes, Anand Nene
- RE: x brace question, Arenson
- undeliverable mail, Arenson
- Re: & Characters from Listserver, T
- Re: OC Dinner Meeting - March, 1998, T
- Re: OC Dinner Meeting - March, 1998, Tarek Mokhtar
- Re: International Collec, T
- Re: & Characters from Listserver, FLew98
- Re: International Collecting on Invoices, -=maura=-
- RE: Virus Hoaxes, Dennis S. Wish
- Re: & Characters from Listserver, -=maura=-
- RE: lurking, Dennis S. Wish
- Re[2]: Plastic moment capacity of concrete filled steel pipe, JOHN HUBERT
- RE: International Collecting on Invoices, Dennis S. Wish
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- RE: x brace question, Martin Johnson
- Re: & Characters from Listserver, Bill Cain, S.E.
- Re: & Characters from Listserver, T
- Re: International Collecting on Invoices, T
- Re: & Characters from Listserver, Bill Allen, S.E.
- [no subject], T
- Re: Landslide, Tom Chiu
- Re: & Characters from Listserver, T
- Re: & Characters from Listserver, Bill Allen, S.E.
- RE: Which Club to Join, John Nichols
- Re:, Bill Allen, S.E.
- California State Employees' Initiative, nmends
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- RE: OC Dinner Meeting - March, 1998, Dennis S. Wish
- Three Engineers, Parkerres
- Re: OC Dinner Meeting - March, 1998, John Nichols
- Re: RE: Which Club to Join, bruce . shephard
- Re: RE: Which Club to Join, John Nichols
- Re: OC Dinner Meeting - March, 1998, FLew98
- RE: x brace...seismic slenderness, Dave Evans
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide, Arvel L. Williams, P.E.
- Re:, Tom Chiu
- RE: Which Club to Join, Charles Greenlaw
- Re: Landslide, Bobeng
- Re: +ACY Characters from Listserver, Bobeng
- Re: Coring concrete slab, Bobeng
- Re: Landslide, Bobeng
- Re: Re[2]: Plastic moment capacity of concrete filled steel pipe, Bobeng
- Re: x-brace...seismic slenderness (revised), Dave Evans
- Engineer's duty to public safety?, Harris3803
- Re: Plastic moment capacity of concrete filled steel pipes, Bobeng
- RE: Which Club to Join, John Nichols
- Re:, T
- Re: removing partition walls:, Bobeng
- Re: Coring concrete slab, Bobeng
- Re:, T
- Re: Three Engineers, T
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: OC Dinner Meeting - March, 1998, Tom Chiu
- Re: Re: Landslide, Rhkratzse
- Re: Re: International Collecting on Invoices, Rhkratzse
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re: Landslide, John Buchanan
- modeling masonry, Esteban González Elizondo
- RE: Landslide, Caldwell, Stan
- Re: OC Dinner Meeting - March, 1998, Richard_Ranous/OES
- Re: Landslide, Richard_Ranous/OES
- Micropilots use as deep fundation alternative, LUIS BADILLA BOSCHINI
- re: micropilots, Esteban González Elizondo
- Tanslation mistake, LUIS BADILLA BOSCHINI
- Re: Engineer's duty to public safety?, Steve Privett
- Codes and Standards, Richard_Ranous/OES
- Engineer's duty to publi, Roger Turk
- Truck loading, Tom Chiu
- RE: Which Club to Join, Roger Turk
- [no subject], LUIS BADILLA BOSCHINI
- O.C. Meeting / 97UBC, Tom . Hunt
- Humor, Roger Turk
- re: micropilots, Bill Cain, S.E.
- Re: OC Dinner Meeting - March, 1998, Bill Allen, S.E.
- Re: Truck loading, nmoore
- Brick Masonry, lsmith
- RE: micropilots, Dennis S. Wish
- RE: Brick Masonry, Ed Marshall
- Re: micropilots, Bill Allen, S.E.
- Re: Truck loading, Tom Chiu
- Re: Truck loading, Bill Cain, S.E.
- RE: Truck loading, Serroels, Chris/SAC
- Engineer's duty to public safety?, BVeit
- Re: Truck loading, Roger Turk
- Re: House sliding down hill, FredT5
- RE: micropilots, Harold Sprague
- Re: Truck loading, Jim Dane
- Re: micropilots, ErnieNSE
- Re: micropilots, T
- RE: micropilots, Roger Turk
- Re: micropilots, Bill Allen, S.E.
- RE: x brace question, ITSEKSON SASHA
- RE: micropilots, Dennis S. Wish
- RE: micropilots, Dennis S. Wish
- Lurking members of the SEAOC Listservice Underground respond!, Dennis S. Wish
- Re: micropilots, Bobeng
- Re: OC Dinner Meeting - March, 1998, CarlS 95
- Try Again, T
- Re: Try Again, Tom Chiu
- Fw: Try Again, T
- Re: Landslide, Rhkratzse
- Fw: Try Again, T
- Fw: Try Again, T
- Re: Try Again, T
- Fw: Try Again, T
- Trying Again, T
- Re: micropilots, Juan C. Gray
- Loads on culverts, Bob Mahony
- RE: Try Again, Dennis S. Wish
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Structural I Study Guides, RJConley
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide, Arvel L. Williams, P.E.
- Re: Landslide, Roger Turk
- Re: Try Again, Roger Turk
- Re: micropilots, Roger Turk
- Re: Loads on culverts, Dave Anderson
- Re: Truck loading, RJConley
- Re: Try Again, nmends
- Re: Loads on culverts, Bruno Côté
- Re: modeling masonry, John Nichols
- Re: Loads on culverts, John Nichols
- Quote for SUnday 15 March, John Nichols
- Re: Loads on culverts, BCainse
- Re: Engineer's duty to public safety?, nmoore
- Re: Landslide, nmoore
- Re: micropilots, nmoore
- Re: Landslide, nmoore
- Re: O.C. Dinner Meeting, JAMES S LAI
- Fw: Try Again, T
- Controversial "Micropile Syetem"!!, K. Hemmatyar
- RE: removing partition walls:, nmoore
- Re: Re: Landslide, Rhkratzse
- Help, please, Cristina Campian
- Re: Help, please, Sandy Pringle
- RE: Quote for SUnday 15 March, Dennis S. Wish
- RE: Landslide, Dennis S. Wish
- Wood - Radiused GLB Roof beams - outward thrust deflection question, Dennis S. Wish
- Memories of college daze and Participation, Dennis S. Wish
- RE: O.C. Dinner Meeting, Bill Allen
- LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Plan Reviews - Plan Checking, John F. Jones
- Re: x-brace question, Sam Chang
- RE: Quote for SUnday 15 March, John Nichols
- Re: Quote for SUnday 15 March, Juan C. Gray
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: Introibo etc., John Nichols
- RE: Quote for SUnday 15 March, Dennis S. Wish
- RE: Quote for SUnday 15 March, Dennis S. Wish
- Quotables, Dennis S. Wish
- Naming the Decades, bruce . shephard
- Re: Quotables, John Nichols
- CARSINGTON DAM, Jonathan Sevilla
- AISC - LRFD manual, Volume II., Joseph Elek
- COMP-Print Screen, John Cannon Jones
- RE: COMP-Print Screen, Ed Marshall
- RE: COMP-Print Screen, Bill Allen
- MBR Tie-Down System, Ron O'Kane
- RE: Info on Micropile System, Ed Marshall
- 1997 UBC, Rick . Drake
- re:micropilots, Esteban González Elizondo
- RE: AISC - LRFD manual, Volume II., Arenson
- =?ISO-8859-1?Q?What_is_a_Micropile?/_=BFQu=E9_es_un_micropilote??=, LUIS BADILLA BOSCHINI
- Re: Help, please, Shafat Qazi
- RE: 1997 UBC, Bill Allen
- RE: MBR Tie-Down System, Edward Chin
- masonry, Esteban González Elizondo
- public safety & partition walls, BVeit
- RE: micropilots, Caldwell, Stan
- RE: COMP-Print Screen, Dennis S. Wish
- Plan Reviews - Plan Checking, Drew A. Norman, S.E.
- RE: COMP-Print Screen, Powers, Tony
- Re: Re[2]: Plastic moment capacity of concrete filled steel pipe, Anand Nene
- non-eng: quote of the day -- Reality, BVeit
- RE: Landslide, Caldwell, Stan
- Re: Loads on culverts, Mark A. Scott
- RE: AISC - LRFD manual, Volume II., Powers, Tony
- RE: 1997 UBC, Dennis S. Wish
- RE: COMP-Print Screen, John Cannon Jones
- Re: COMP-Print Screen, Arvel L. Williams, P.E.
- Re: COMP-Print Screen, FLew98
- Re: masonry, Juan C. Gray
- Re: What is a Micropile?/ ¿Qué es un micropilote?, Juan C. Gray
- RE: COMP-Print Screen, Caldwell, Stan
- RE: COMP-Print Screen, Powers, Tony
- Re[4]: Plastic moment capacity of concrete filled steel, JOHN HUBERT
- RE: COMP-Print Screen, Chi, Kehshin
- RE: extremities, Bill Allen
- RE: COMP-Print Screen, Caldwell, Stan
- RE: 1997 UBC, Roger Turk
- Re: MBR Tie-Down System, T
- RE: Loads on culverts, Caldwell, Stan
- RE: extremities, Dennis S. Wish
- RE: COMP-Print Screen, Bill Polhemus
- DESIGN & CONSTRUCTION OF R/C CONNECTIONS, James LaFave
- RE: MBR Tie-Down System, Edward Chin
- RE: COMP-Print Screen, Bill Allen
- RE: COMP-Print Screen, Bill Allen
- RE: 1997 UBC, Bill Allen
- RE: COMP-Print Screen, Roger Turk
- Re: COMP-Print Screen, Rlfong
- Re: MBR Tie-Down System, T
- Existing wall/Fdns, T
- Re: COMP-Print Screen, Dave Morris
- Seismic Beams, Jessica Pemberton
- 1997 UBC, NEHRP, Committee Chairs, etc., Harold Sprague
- Issues in Forensic Engineering '98, SCHFUN
- RE: Existing wall/Fdns, Dennis S. Wish
- '97 code seismic map arrived from ICBO, Harris3803
- Re: Seismic Beams, Tom Chiu
- Re: LGSS - Light Gauge Steel Stud question, CanitzCF
- RE: Issues in Forensic Engineering '98, Bill Allen
- RE: '97 code seismic map arrived from ICBO, Bill Allen
- Re: Loads on culverts, P. & S. Guthrie
- Re: Plan Reviews - Plan Checking, P. & S. Guthrie
- SE Registration, Jessica Pemberton
- Re: General business que, Kathleen A. O'Brien
- Survival guide, Kathleen A. O'Brien
- Lesser primate committees, Kathleen A. O'Brien
- Tanslation mistake, Kathleen A. O'Brien
- FW: TROA Information Update, 3/10/98, Kathleen A. O'Brien
- RE: Landslide, Kathleen A. O'Brien
- Government Wisdom, Kathleen A. O'Brien
- Re: Lesser primate committees, ErnieNSE
- RE: OC Dinner Meeting - March, 1998, Bill Allen
- RE: COMP-Print Screen, Caldwell, Stan
- Re: Wood - Radiused GLB Roof beams - outward thrust deflection question, Bdpooley
- Re: '97 code seismic map arrived from ICBO, BCainse
- RE: MBR Tie-Down System, Edward Chin
- RE: '97 code seismic map arrived from ICBO, Tom Castle
- Re: SE Registration, Richard_Ranous/OES
- Re: LGSS - Light Gauge Steel Stud question, B D Pham
- Re: Government Wisdom, Michael Donoghue
- RE: OC Dinner Meeting - March, 1998, Dennis S. Wish
- RE: MBR Tie-Down System, Chris Palmateer
- LGSS - Partition Attachment, Richard Lewis
- Re: Wood - Radiused GLB Roof beams - outward thrust deflection question, BVeit
- Re: Loads on culverts, Mark A. Scott
- Shift in the seismic paradigm?, FLew98
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: SE Registration, Mike Brown
- Re: LGSS - Partition Attachment, Julio . Guerra
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- COMP: CRSI Concrete Design Programs, lsmith
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- RE: LGSS - Partition Attachment, Harold Sprague
- Re: SE Registration, Richard_Ranous/OES
- Quote of the day Tuesday your monday night -- Reality??, John Nichols
- micropiles, Bill Cain, S.E.
- Re: masonry, John Nichols
- RE: Issues in Forensic Engineering '98, John Nichols
- RE: Landslide, John Nichols
- Re: '97 code seismic map, Bill Sherman
- Re: SE Registration, SEAOSC
- Fw: SE Registration, T. Eric Gillham
- Bridge, Chris Towne
- Re: Shift in the seismic paradigm?, John Nichols
- RE: Landslide, Powers, Tony
- Re: Lesser primate committees, John Nichols
- Re: Government Wisdom, John Nichols
- Shiner Bock, Powers, Tony
- Appropriateness, Drew A. Norman, S.E.
- Re: SE Registration, Phil Dodd
- RE: Quote of the day Tuesday your monday night -- Reality??, Dennis S. Wish
- Re: Quote of the day Tuesday, BVeit
- RE: SE Registration, Dennis S. Wish
- [Fwd: eccentric footings], Mark & Jessica Pemberton
- Re: SE Registration, Bill Sherman
- RE: COMP: CRSI Concrete Design Programs, Nickel, Patrick
- Entire Engineering Community Freaking Out?, FredT5
- Re: '97 code seismic map -- Questions, questions, questions, BVeit
- Re: '97 code seismic map arrived from ICBO, RDAHLMANN
- Re: Plastic moment capacity of concrete filled steel pipe, Bruno Côté
- Repair Standards before the next one...., FredT5
- Re: [Fwd: eccentric footings], Bruno Côté
- Re: Quote of the day Tuesday, John Nichols
- Re: [Fwd: eccentric footings], RDAHLMANN
- RE: Entire Engineering Community Freaking Out?, Dennis S. Wish
- Shift in the seismic par, Roger Turk
- Re: Appropriateness, Bill Allen
- Re: Fw: SE Registration, Tom Chiu
- Re: Bridge, Bruno Côté
- Timid Posters, Dennis S. Wish
- Re: COMP CRSI Concrete Design Programs, lsmith
- Re: Plastic moment capacity of concrete filled steel pipe, Charley Hamilton
- Re: Plastic moment capacity of concrete filled steel pipe, Glauco
- Tech - Mail-Gateway ccmgw(--nospam--at)wtgw.fluordaniel.com RECOGNIZE????, Dennis S. Wish
- Re: [Fwd: eccentric footings], Anand Nene
- Re: Plastic moment capacity of concrete filled steel pipe, Anand Nene
- Re: Fw: SE Registration, Steve Privett
- Effective Length Factors for X-Braced Frames, Rafael Sabelli
- Re: '97 code seismic map -- Questions, questions, questions, Mike Brown
- Fw: SE Registration -Reply, Tim McCormick
- Repair Standards before the next one...., Brian Kehoe
- Shiner Bock, Caldwell, Stan
- Re: extremities, EphHirsch
- RE: CRSI Concrete Design Programs, Caldwell, Stan
- RE: Entire Engineering Community Freaking Out?, FredT5
- Court Decisions on the SE license requirement in LA, Tim McCormick
- Re: Fw: SE Registration -Reply, Robert J Bossi
- Re: Repair Standards before the next one...., Robert J Bossi
- Repair Standards before the next one.... -Reply, Tim McCormick
- RE: OC Dinner Meeting - March, 1998, John Cannon Jones
- Re: LGSS - Light Gauge Steel Stud question, B D Pham
- Continuous Footings, Mark & Jessica Pemberton
- Re: Fw: SE Registration -Reply -Reply, Tim McCormick
- Re: Repair Standards before the next one.... -Reply, Tom Chiu
- Re: Existing wall/Fdns, Norb Volny
- Re: Continuous Footings, Norb Volny
- RE: Entire Engineering Community Freaking Out?, Dennis S. Wish
- Re: Shift in the seismic par, John Nichols
- Web Advertising, Shafat Qazi
- Re: Appropriateness, nmends
- Re: Appropriateness, MJSLAYSMAN
- Re: Appropriateness, John Nichols
- Re: Appropriateness, Bill Cain, S.E.
- Re: Appropriateness, Tom Chiu
- SE Registration, Drew A. Norman, S.E.
- CE or PE, Mark & Jessica Pemberton
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: SE Registration, ErnieNSE
- Re: LGSS - Light Gauge Steel Stud question, ErnieNSE
- RE: Appropriateness, Powers, Tony
- Re: Plastic moment capacity of concrete filled steel pipe, Bruno Côté
- Re: Fw: SE Registration -Reply -Reply, Robert McGhie
- Re: OC Dinner Meeting - March, 1998, Charles Greenlaw
- Re: SE Registration, Steve Privett
- RE: Appropriateness, Dennis S. Wish
- Re: CE or PE, Steve Privett
- Re: Appropriateness, BCainse
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- RE: SE Registration, Dennis S. Wish
- Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Re: Acronyms, T
- Re: Acronyms, Daniel Del Carlo
- ACI 318 curiosity, Sleiman Serhal
- Re: LGSS - Light Gauge Steel Stud question, David Boyer
- Re: Acronyms, Mcsherrygp
- Re: Entire Engineering Community Freaking Out?, Barry H. Welliver
- Re: OC Dinner Meeting - March, 1998, Lynn Howard
- x brace question, Engmail
- RE: ACI 318 curiosity, Ed Marshall
- Re: Re: Appropriateness, Richard Lewis
- RE: Appropriateness, Bill Polhemus
- Effective Length, Gregory P. Luth
- Sulfate Res Conc. & Wate, Roger Turk
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- RE: Sulfate Res Conc. & Waterproofing, Harold Sprague
- Re: Appropriateness, ErnieNSE
- Re: Acronyms, ErnieNSE
- Re: Fw: SE Registration -Reply -Reply -Reply, Tim McCormick
- Re: Repair Standards before the next one...., Richard_Ranous/OES
- Re: OC Dinner Meeting - March, 1998, ErnieNSE
- Re: LGSS - Light Gauge Steel Stud question, ErnieNSE
- List Acronyms (A-FAQ), Jeff Smith
- RE: Re: Appropriateness, Dennis S. Wish
- FAQ (Updated), Shafat Qazi
- Re: CE or PE, Mike Brown
- Re: Landslide, Arvel L. Williams, P.E.
- EIT, PE Qualifications, Hassan_Sassi/OES
- RE: LGSS - Light Gauge Steel Stud question, Dennis S. Wish
- Re: Lesser primate committees, Kathleen A. O'Brien
- Re: Sulfate Res Conc. & Waterproofing, Norb Volny
- RE: EIT, PE Qualifications, lsmith
- Type V Cement, Tom . Hunt
- Re: Acronyms, John Nichols
- RE: SE Registration, Lee, Calvin
- Re: A small primates view of the week that was., John Nichols
- RE: SE Registration, Richard_Ranous/OES
- Re: EIT, PE Qualifications, Jim Dane
- RE: SE Registration, nmoore
- RE: EIT, PE Qualifications, Dennis S. Wish
- STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Dennis S. Wish
- Re: Appropriateness, nmends
- Re: Appropriateness, nmends
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Tom Chiu
- Re: Sulfate Res Conc. & Waterproofing, Robert Kazanjy
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Szuchuan Chang
- RE: Steel Tubes, Dennis S. Wish
- Re: Sulfate Res Conc. & Waterproofing, Arvel L. Williams, P.E.
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Brent Koch
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube S, CanitzCF
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Szuchuan Chang
- Re: Existing wall/Fdns, T
- LGSS Question, CanitzCF
- Special Request to Bill Allen and Dennis Wish, CarlS 95
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Dennis S. Wish
- RE: A small primates view of the week that was., Dennis S. Wish
- RE: Special Request to Bill Allen and Dennis Wish, Dennis S. Wish
- LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Steve Gregg
- Re: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Michael Donoghue
- Re: Sulfate Res Conc. & Wate, Sleiman Serhal
- RE: STL - ASTM Mill Specification for Fy=46KSI Tube Steel, Dennis S. Wish
- RE: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Dennis S. Wish
- STL - ASTM Mill Specifications, engrathm
- Bill Gates takes a 'software' pie, FLew98
- Re: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Richard Lewis
- Re: Repair Standards before the next one....-Reply, Brian Kehoe
- Re: Repair Standards before the next one....-Reply, Richard_Ranous/OES
- Re: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Randy Vogelgesang
- Re: Sulfate Res Conc. & Wate, Harris3803
- Granite Cladding (without using mechanical fasteners), K. Hemmatyar
- lateral drift, Mark & Jessica Pemberton
- Re: lateral drift, Bruno Côté
- Re: Granite Cladding (without using mechanical fasteners), Tom Chiu
- Problem with Deputy Inspector, Drew A. Norman, S.E.
- Re: lateral drift, Roger Turk
- WINNERS!!! 1998 Spring Seminar, csh
- Re: Repair Standards before the next one..., FredT5
- Re: Problem with Deputy Inspector, Harris3803
- Re: Problem with Deputy Inspector, nmoore
- Re: Problem with Deputy Inspector, nmoore
- Re: lateral drift, Bruno Côté
- RE: Problem with Deputy Inspector, James Cohen
- Re: Problem with Deputy Inspector, Harris3803
- Granite Cladding (without mechanical fasteners), K. Hemmatyar
- Granite cladding(without using mechanical fasteners), Alex Nacionales
- Re: Problem with Deputy Inspector, -=maura=-
- Re: Granite Cladding (without mechanical fasteners), -=maura=-
- Re: Granite Cladding (without mechanical fasteners), Tom Chiu
- Re: Problem with Deputy Inspector, Sandy Pringle
- Re: Problem with Deputy Inspector, BCainse
- Re: Problem with Deputy Inspector, JRGuer
- Re: Existing wall/Fdns, T
- re:Problem with Deputy Inspector, Williston Warren IV
- Re: Problem with Deputy Inspector, Williston Warren IV
- Re: lateral drift, gngolde
- Re: Repair Standards before the next one..., Robert J Bossi
- Re: Problem with Deputy Inspector, Robert Bill
- Fw: lateral drift, T. Eric Gillham
- Fw: Granite Cladding (without using mechanical fasteners), T. Eric Gillham
- Re: Granite cladding(without using mechanical fasteners), Raghu Pendyala
- Inspections, engrathm
- Re: Granite cladding(without using mechanical fasteners), Alex Nacionales
- Re: Type V Cement, Sleiman Serhal
- Re: Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Re: Sulfate Res Conc. & Wate, Sleiman Serhal
- Re: Sulfate Res Conc. & Waterproofing, Sleiman Serhal
- Clinton in Africa, Roger Turk
- Re: Granite Cladding (without mechanical fasteners), Brent R. Koch
- Re: Repair Standards before the next one..., Richard_Ranous/OES
- Moment Frames, Sam Love
- Re: Granite cladding(without using mechanical fasteners), Norb Volny
- Re: Moment Frames, MarthaAlic
- RE: Moment Frames, Ed Marshall
- Problem with Deputy Inspector -- Follow-up, Drew A. Norman, S.E.
- Re: Problem with Deputy Inspector, Norb Volny
- Re: Granite Cladding (without mechanical fasteners), Phil Dodd
- Re: Moment Frames, NEZIH GUNAL
- Re: Moment Frames, Bill Cain, S.E.
- Problem with Deputy Inspector -Reply, Tim McCormick
- UBC Wall Boundary Element Detailing Requirements`, T. Eric Gillham
- Creep, Shrinkage of Concrete Filled Tube...., youngkj
- Re: Problem with Deputy Inspector, MJSLAYSMAN
- Re: Moment Frames, Bruno Côté
- Re: LURKERS UNITE -- message boards, BVeit
- Engineers responsibility -- truth stranger than fiction, BVeit
- Bridge inspection and rehabilitation, Paulo Jorge B. Aliang
- Fw: Engineers responsibility -- truth stranger than fiction, T. Eric Gillham
- Re: Granite Cladding (without using mechanical fasteners), Paul Mariai
- You Are Getting Older, Caldwell, Stan
- Re: LURKERS UNITE -- message boards, Nickel, Patrick
- SEAONC Structural Computer Expo, May 5th, 1998, Jeff Smith
- Re: Moment Frames, MACK2100
- Re: You Are Getting Older, nmoore
- Re: You Are Getting Older, T
- Re: Engineers responsibility -- truth stranger than fiction, Christopher Wright
- Re: Moment Frames, Robert Kazanjy
- Re: Repair Standards before the next one..., Brian Kehoe
- RE: You Are Getting Older, Dennis S. Wish
- Re: Bridge inspection and rehabilitation, Norb Volny
- Re: Repair Standards before the next one..., Richard_Ranous/OES
- Re: Creep, Shrinkage of Concrete Filled Tube...., Norb Volny
- STEEL:Washer Specifications, lsmith
- RE: STEEL:Washer Specifications, Ed Marshall
- STEEL:Washer Specificati, Roger Turk
- RE: You Are Getting Older, Bill Allen, S.E.
- RE: You Are Getting Older, Dale Richmond
- STEEL:Washer Specifications -Reply, John Armijo
- RE: Bridge inspection and rehabilitation, Lee, Calvin
- RE: Bridge inspection and rehabilitation, Norb Volny
- Re: UBC Wall Boundary Element Detailing Requirements`, Norb Volny
- RE: AISC 9th Edition beam programs, Bill Allen, S.E.
- moment frame, Leonid Shectman
- Re: Problems with Deputy Inspectors, Sandy Pringle
- Engineer's responsibility -- wind failure, BVeit
- Accreditation of Inspection Agencies, Sandy Pringle
- Re: Engineer's responsibility -- wind failure, Lew Midlam
- Re: Engineer's responsibility -- wind failure, BVeit
- Re: Engineer's responsibility -- wind failure, Lew Midlam
- Re : Moment Frames, Sibco6756
- WOOD SCISSOR TRUSS BRACE, Stan J
- Re: Type V Cement, Bill Sherman
- single angle members, Jerry King
- RE: single angle members, Ed Marshall
- Q: I don't get it...., Frank Yang
- Re: single angle members, John Nichols
- Dennis, Bill and Kathleen--Lurkers and a quote., John Nichols
- Earthquake damage, SCHFUN
- RE: single angle members, Nguyen, John
- LGS - Is the Supplier Liable???, Dennis S. Wish
- Wind question, Tarek Mokhtar
- LGS - Supplier Recommendation Needed, Dennis S. Wish
- RE: I don't get it...., Dennis S. Wish
- RE: Dennis, Bill and Kathleen--Lurkers and a quote., Dennis S. Wish
- Structural Observation -- City of Los Angeles, Drew A. Norman, S.E.
- Problem with Deputy Inspector -- Follow-up, Drew A. Norman, S.E.
- Re: Type V Cement, Patrick J. Quinn
- CONC - Repair Of Member Subjected To Bomb, CanitzCF
- Re: Wind question, BVeit
- Re: Wind question, John Nichols
- ethics, Mark & Jessica Pemberton
- Re: LGS - Is the Supplier Liable???, Christopher Wright
- tilt-up concrete walls, Mark & Jessica Pemberton
- RE: I don't get it...., Bill Allen, S.E.
- Re: Type V Cement, nmoore
- SEAOC - Plan Review Comments - Outrage!!!, Dennis S. Wish
- RE: LGS - Is the Supplier Liable???, Dennis S. Wish
- Water-cement ratio in type V concrete, LtTang
- Re: LGS - Is the Supplier Liable???, Michael Donoghue
- Re: Engineering Interns, Lew Midlam
- Re: Quote, BRBATES
- FW: single angle members, Larsen, Mark
- Re: Granite Cladding (without using mechanical fasteners), Brent R. Koch
- RE: SEAOC - Plan Review Comments - Outrage!!!, Bill Allen, S.E.
- RE: LGS - Is the Supplier Liable???, Christopher Wright
- Wind question, Roger Turk
- RE: ethics, Edward Chin
- Re: ethics, Christopher Wright
- RE: tilt-up concrete walls, Caldwell, Stan
- Re: Wind question, Lew Midlam
- LGS - Is the Supplier Li, Roger Turk
- RE: tilt-up concrete walls, Brent Ludwick
- Re: ethics, Dan Vines
- Visio IntelliCAD, Jeff Smith
- ethics, Drew A. Norman, S.E.
- Earthquake damage, Roger Turk
- Structural Observation -- City of Los Angeles -Reply, Tim McCormick
- RE: ethics, Bill Polhemus
- RE: ethics, Norb Volny
- Fw: Quote, T. Eric Gillham
- Re: Visio IntelliCAD, Lew Midlam
- RE: I don't get it...., Dennis S. Wish
- RE: tilt-up concrete walls, Dennis S. Wish
- RE: LGS - Is the Supplier Liable???, Dennis S. Wish
- RE: ethics, Dennis S. Wish
- Re: tilt-up concrete walls, engrathm
- RE: Visio IntelliCAD, Dennis S. Wish
- Re: Re: tilt-up concrete walls, Richard Lewis
- RE: SEAOC - Plan Review Comments - Outrage!!!, Dennis S. Wish
- RE: I don't get it...., Bill Allen, S.E.
- RE: Wind question, Harold Sprague
- Re: single angle members, ITSEKSON SASHA
- Re: ethics, Phil Dodd
- Re: Tilt-up Concrete Walls, JAMES S LAI
- New Zealand: Buildings Unsafe in Earthqauke: Proposed Legislation, bruce . shephard
- Re: SEAOC - Plan Review Comments - Outrage!!!, David Carpenter
- RE: I don't get it...., Frank Yang
- Re: LGS - Is the Supplier Liable???, Harris3803
- Re: tilt-up concrete walls, Harris3803
- Re: Humor, Amaloyan
- RE: I don't get it...., Dennis S. Wish
- RE: ethics, Dennis S. Wish
- RE: SEAOC - Plan Review Comments - Outrage!!!, Dennis S. Wish
- RE: New Zealand: Buildings Unsafe in Earthquake: Proposed Legislation, Dennis S. Wish
- RE: I don't get it...., Dennis S. Wish
- COMP:Linking Spreadsheets to external databases, lsmith
- Re: COMP:Linking Spreadsheets to external databases, Christopher Wright
- Re: LURKERS UNITE, SLAY APATHY, AND CONQUER LISTSERVICE, Andrew Goh
- Hardy Frame, between code changes, Jeff Smith
- Re: COMP:Linking Spreadsheets to external databases, Parkerres
- Gates' Final Inspection, Roger Turk
- Re: Hardy Frame, between code changes, Parkerres
- RE: COMP:Linking Spreadsheets to external databases, Dennis S. Wish
- Re: Hardy Frame, between code changes, Jeff Smith
- Re: CONC - Repair Of Member Subjected To Bomb, Chang Chen
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re: COMP:Linking Spreadsheets to external databases, Bill Allen
- COMP -- Listserver suggestion, BVeit
- Re: Hardy Frame, between code changes, ROgawa
- Re: COMP -- Listserver suggestion, Bill Allen
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re: Hardy Frame, between code changes, T
- Re: COMP -- Listserver suggestion, Nickel, Patrick
- Re[2]: Hardy Frame, between code changes, Bob Chittenden
- Re: Hardy Frame, between code changes, Jeff Smith
- Re: Hardy Frame, between code changes, John Buchanan
- Seismic on retaining walls, HBAP
- RE: Re[2]: Hardy Frame, between code changes, Dennis S. Wish
- RE: Hardy Frame, between code changes, Estes, Kent R.
- RE: Hardy Frame, between code changes -Reply, John Armijo
- RE: Hardy Frame, between code changes, Dennis S. Wish
- RE: Water-cement ratio in type V concrete, Harold Sprague
- RE: Hardy Frame, between code changes, Dennis S. Wish
- lurkers unite, Steve Gregg
- Re: Hardy Frame, between code changes, Mlcse
- Re: Hardy Frame, between code changes, ErnieNSE
- VSC - Categories for to filter subjects, Dennis S. Wish
- Student Writers Wanted for Independent A&E, Dennis S. Wish
- RE: Hardy Frame, between code changes, Dennis S. Wish
- Re: lurkers unite, ErnieNSE
- Re: VSC - Categories for to filter subjects, Steve Privett
- Re: VSC - Categories for to filter subjects, ErnieNSE
- Re: lurkers unite, Christopher Wright
- Re: COMP:Linking Spreadsheets to external databases, Arvel L. Williams, P.E.
- Radiographic inspection, Sam Love
- Earthquake forces, Sam Love
- Re: Radiographic inspection, RDAHLMANN
- Re: VSC - Categories for to filter subjects/double messages, Steve Privett
- Re: Plan Reviews - Plan Checking, John F. Jones
- Re: Radiographic inspection, John F. Jones
- Re: Acronyms, ParkerSCal
- Re: Hardy Frame, shear walls, JAA
- Re: Problem with Deputy Inspector -- Follow-up, ParkerSCal
- Re: Water-cement ratio in type V concrete, ParkerSCal
- Re: Hardy Frame, shear walls, gngolde
- Re: VSC - Categories for to filter subjects & list server suggestions, Andrew Goh
- Re: Hardy Frame, shear walls, ErnieNSE
- Re: Water-cement ratio in type V concrete, Arvel L. Williams, P.E.
- SEAOSC April Dinner Meeting, Mlcse
- Re: Fw: Quote from an old engineer, -=maura=-
- Re: Hardy Frame, between code changes, Harris3803
- Re: Radiographic inspection, Harris3803
- Structural observation is expanding in the '97 code, Harris3803
- LGS - Floor Joist Bearing Stiffeners, CanitzCF
- Re: LGS - Floor Joist Bearing Stiffeners, ErnieNSE
- RE:COMP: Linking Spreadsheets to extenal Databases, lsmith
- Re: Lurkers Unite, lsmith
- Inappropriate but Funny, Caldwell, Stan
- Re: lurkers unite, Jill T. Shuttleworth, P.E., S.E.
- Liquid forces in water tanks, Sam Love
- Concrete filled steel pipe columns, Sam Love
- Radiographic inspection, Drew A. Norman, S.E.
- Problem with Deputy Inspector -- Follow-up, Drew A. Norman, S.E.
- RE: Radiographic inspection, Powers, Tony
- Re: Re: COMP:Linking Spreadsheets to external databases, Rhkratzse
- Re: Re: Hardy Frame, between code changes, Rhkratzse
- Coding subject lines to assist filtering - VSC work, Dennis S. Wish
- Re: Fw: Quote from an old engineer, T
- RE: Radiographic inspection, Horn, Scott
- Re: Re: COMP:Linking Spreadsheets to external databases, Christopher Wright
- RE: Radiographic inspection, Dennis S. Wish
- RE: lurkers unite, Dennis S. Wish
- Re: Liquid forces in water tanks, JOHN HUBERT
- Re: Concrete filled steel pipe columns, JOHN HUBERT
- Re: Liquid forces in water tanks, Robert McGhie
- Re: Liquid Forces in Water Tanks, bruce . shephard
- RE: lurkers unite, John Nichols
- Re: Earthquake damage, ken_agee
- Texas- PE/SE license requirement, Tom Chiu
- Re: Inappropriate but Funny, John Nichols
- Re: Liquid forces in water tanks, Erickson Todd W
- Re: Problem with Deputy Inspector -- Follow-up, Robert Bill
- Returned mail: User unknown, John Nichols
- Expansive Soil Foundation, ErnieNSE
- RE: lurkers unite, Christopher Wright
- Re: Problem with Deputy Inspector -- Follow-up, Sandy Pringle
- Re: Texas- PE/SE license requirement, Peter Paul De Vere
- Wood Rafters, UBC tables, Szuchuan Chang
- Re: Liquid forces in water tanks, Patrick J. Quinn
- Re: Liquid Forces in Water Tanks, Gary Broady
- New: Granite Cladding (no mechanical fasteners), K. Hemmatyar
- Re: Wood Rafters, UBC tables, Tom Chiu
- RE: Liquid forces in water tanks, Harold Sprague
- In house spreadsheet calcs., K. Hemmatyar
- HUMOR - Commandments 11-16, Rlfong
- Latreal Forces, cyrus
- Re: New Zealand: Buildings Unsafe in Earthqauke: Proposed Legislation, Barry H. Welliver
- re:Liquid forces in water tanks, AXB2%ENGPROJ%NTS
- acoustis, EDGAR ZAMORA MURILLO
- Structure Magazine, Sam Love
- ponderance, Mark A. Scott
- RE: Radiographic inspection, Dave Evans
- SEAoT Publications, Caldwell, Stan
- temporary unsubscribe, Tom Baughman
- Load - Occupany Live Load, Dennis S. Wish
- timber piles, Roger Yin
- Re: Load - Occupany Live Load, ErnieNSE
- RE: Radiographic inspection, Gill Chris
- Re: timber piles, K. Hemmatyar
- Re: Load - Occupany Live Load -Reply, Tim McCormick
- Re: Load - Occupany Live Load, Bill Allen
- RE: Seismic Fluid Forces in Tanks, Harold Sprague
- Re: Load - Occupany Live Load, Lew Midlam
- Re: Load - Occupany Live Load, Bruno Côté
- Re: Load - Occupany Live Load -Reply, Tim McCormick
- Re: Load - Occupany Live Load, Tom Chiu
- RE: Load - Occupancy Live Load, Dennis S. Wish
- Granite Cladding (no mechanical fasteners), K. Hemmatyar
- RE: Load - Occupancy Live Load, Dennis S. Wish
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