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SEAINT Mail Archive 1997 (Jan-Jun)

Civil and Structural Engineering discussions by date

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Messages: 1238

Wed Jan 01 19:37:21 GMT 1997

Re: 2 Holddowns at corner question, ASLCSE
Re: echo of email, ASLCSE
Re: P/T programs, ASLCSE

Thu Jan 02 01:01:28 GMT 1997

Re: 2 Holddowns at corner question, Dennis S. Wish
Diaphragm shears, Shake4bake
Re: 2 Holddowns at corner question, Jeff Smith
Probability.., Ahmed Nisar (415)896-5858
LRFD Seismic Provisions, DCDFLMAIL
Re: LRFD Seismic Provisions, FredT5
Re: LRFD Seismic Provisions, Ron Hamburger
NAVFAC Publications, Stephen Fisher (916) 387-8800
Re: NAVFAC Publications, Dan Vines
NAVFAC Publications -Reply, LEROY SMITH

Fri Jan 03 00:12:37 GMT 1997

Tribute to Shafat and SEAOC, James M. Warne
Snow Problems in Washington, James M. Warne
Re: Welds - Response to LA Times Article, MNHSMRF
Re: Tribute to Shafat and SEAOC, ASLCSE
Re: Tribute to Shafat and SEAOC, Dennis S. Wish
Re: Diaphragm shears, BCASE1356
Re: Tribute to Shafat and SEAOC, Ted Partrick
Re: Probability.., Bill Sherman
Re: Diaphragm shears, Shake4bake
Re: P/T programs, mwn
Re: P/T programs, Michael Bramhall
Re: Diaphragm shears, Jim Dane

Sat Jan 04 23:24:14 GMT 1997

Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., ShirishM
Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., Mark Deardorff

Sun Jan 05 02:39:17 GMT 1997

Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., Shafat Qazi
Enercalc-FastFrame FREE Download, Michael Brooks

Mon Jan 06 02:50:10 GMT 1997

Frustration Setting in, Valerie Eskelsen
Re: Frustration Setting in, Ken Reed
Re: Frustration Setting in, HHuang001
Email addresses for SEAOC offices, Shafat Qazi

Tue Jan 07 05:01:35 GMT 1997

Re: Frustration Setting in, GAYLORD R. RANSOM
Cantilever Load and Stress Yield, Stephen Berlant (berlant)
Re: Cantilever Load and Stress Yield, Joaquim Gabriel Chaves de Melo
RE: Frustration Setting in, Wira Tjong
Rafter "Cross-ties" or Collar Ties, Dennis S. Wish
Rafter "Cross-ties" or Collar Ties, Dennis S. Wish
Re: Rafter "Cross-ties" or Collar Ties, tarek
Collar Ties, scott . horn

Wed Jan 08 01:32:47 GMT 1997

Re: Rafter "Cross-ties" or Collar Ties, Jim Dane
Re: Rafter "Cross-ties" or Collar Ties, James M. Warne
Re: Rafter "Cross-ties" or Collar Ties, AnandNene
Re: Rafter "Cross-ties" or Collar Ties, Dennis S. Wish
Re: Rafter "Cross-ties" or Collar Ties, BCASE1356
Re: Cantilever Load and Stress Yield, Stephen Berlant (berlant)
Probability, Sprague, Harold O.
Re: Collar Ties, Lynn Howard
Re: Rafter "Cross-ties" or Collar Ties, bcain
Re: Rafter "Cross-ties" or Collar Ties, dennismc
Re: Enercalc-FastFrame FREE Download, Mark McCormick
Re: Rafter "Cross-ties" or Collar Ties, Dennis S. Wish
Re: Enercalc-FastFrame FREE Download, Shafat Qazi
Enercalc Tech : Not Here PLEASE !, Michael Brooks
Probability, Haninger, Ed

Thu Jan 09 03:54:31 GMT 1997

UBC Seismic Zone vs. Richter Scale Magnitude, Ken Reed
Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., ShirishM
Re: Rafter "Cross-ties" or Collar Ties, Amaloyan
FW: K factor Spreadsheet, Wira Tjong
Mortar, Shake4bake
Re: FW: K factor Spreadsheet, Shafat Qazi
RE: FW: K factor Spreadsheet, Wira Tjong
Advertising as an Engineer by Architects, Bill Allen
Re: Quotes in your e-mail, Alexander Itsekson
Re: Advertising as an Engineer by Architects, Dennis S. Wish
Weld Metal, Shawn Nelson
Re: Advertising as an Engineer by Architects, dennismc
Re: Weld Metal, dennismc
precast (full depht) deck slab for bridges, Ana Borjas de Paz
More Download Problems, Hunt, Tom
Re: More Download Problems, Patti Freling

Fri Jan 10 00:03:45 GMT 1997

Re: More Download Problems, Shafat Qazi
Down Load Problems, Hunt, Tom
Re[2]: Probability, Haninger, Ed
Re: Down Load Problems, Shafat Qazi
Re: Mortar, BCASE1356
Re: precast (full depht) deck slab for bridges, Paul G. Adams

Sat Jan 11 01:59:38 GMT 1997

Re: Collar Ties, Dennis S. Wish
FW: Mortar, James Hagensen

Mon Jan 13 05:49:57 GMT 1997

Upcoming Conventions and Trade Shows, Patti Freling
Re: Upcoming Conventions and Trade Shows, Sandy Pringle
Masonry f'm, Mark Baker
Re: Upcoming Conventions and Trade Shows, HHuang001

Tue Jan 14 05:55:17 GMT 1997

DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, GAYLORD R. RANSOM
RE: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Paul McEntee
Re: Upcoming Conventions and Trade Shows, Haninger, Ed
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Ken Reed
How to Open Spreadsheet ?, James F Fulton
Web Site for LA Times ?, James F Fulton
Re: How to Open Spreadsheet ?, Lynn Howard
Re: How to Open Spreadsheet ?, Mark Deardorff
Re: Web Site for LA Times ?, Steve Privett
Web Site for LA Times ? Welding, Francisco, Doug
Re: UBC Seismic Zone vs. Richter Scale Magnitude, Bill Sherman
Re: How to Open Spreadsheet ?, Shafat Qazi
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Dennis S. Wish
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, dennismc
Re: Web Site for LA Times ?, Rlfong

Wed Jan 15 02:04:05 GMT 1997

Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Jeff Smith
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, GAYLORD R. RANSOM
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, GAYLORD R. RANSOM
Simpson Hold Downs, Anna Frances Lang
Re: Simpson Hold Downs, Dan Vines
Re: Simpson Hold Downs, Thomas Honles

Thu Jan 16 00:11:54 GMT 1997

city of L.A. str. code, Century West Engineering Corp.
RE: city of L.A. str. code, Francisco, Doug
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Martin N. Pohll
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, BCASE1356
Re: city of L.A. str. code, David Owens
Re: city of L.A. str. code, Dennis S. Wish
Re: city of L.A. str. code, Shafat Qazi
re:Re: city of L.A. str. code, AXB2%ENGPROJ%NTS

Fri Jan 17 04:19:51 GMT 1997

Engineers position on E70T-4, Lansky
Need copy of 1970 UBC, DouglasFur
Deflection Limits, Michael D Zaitz

Sat Jan 18 05:22:13 GMT 1997

You might be an Engineer, Shafat Qazi
Re: Need copy of 1970 UBC, GAYLORD R. RANSOM
Re: Deflection Limits, GAYLORD R. RANSOM

Mon Jan 20 17:21:16 GMT 1997

Re: Engineers position on E70T-4, Ron Hamburger

Tue Jan 21 10:22:26 GMT 1997

[no subject], Mark S. Oakford
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Ted Partrick
Fees, Bill Allen
Re: Fees, bcain

Wed Jan 22 04:08:43 GMT 1997

Re: Fees, James M. Warne
Re: Fees, RLFOLEY
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, Sandy Pringle
SEAOC By-Laws and Money, Barry H. Welliver
Re: Fees, Lynn Howard
Re: DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, dennismc
Re: Fees, Bill Allen
re:Re: city of L.A. str. code -Reply, Hector Buitrago
Re: Fees, Ted Partrick
Re: Fees, dennismc
Fees, Sprague, Harold O.

Thu Jan 23 00:40:12 GMT 1997

Limit of Liability, Jeff Smith
LA City Welded Connections Memo, Palos Verdes Engineering
Re: Limit of Liability, Bill Allen
Precast Parking Structures, Michael Bramhall
Limits of Liability and Standard of Care, FEMCCLURE
Re: Need copy of 1970 UBC, DouglasFur
SAC Status Reports, FEMCCLURE
"The Structural Observer and The Inspector", Sandy Pringle
Limit of liability, Sprague, Harold O.
Limit of liability -Reply, Wing Lo
Re: Limit of Liability, Barry H. Welliver
Re: Limit of liability -Reply, Bill Allen
Re: Limit of liability -Reply -Reply, Wing Lo
Expected life of facilities, Sprague, Harold O.
Expected life of facilities -Reply, Wing Lo
Effective Length of Wall Studs, James F Fulton
Dogbone Connections, Hunt, Tom
Re: Precast Parking Structures, FredT5
Re: Limit of liability -Reply, Dennis S. Wish
city of L.A. str. code -Reply, Larry Brugger
RE: Dogbone Connections, Francisco, Doug
Re: Effective Length of Wall Studs, Dennis S. Wish
Re: Limit of liability -Reply, Jim Dane
Allowable Masonry Bearing Stresses, Michael D Zaitz
Dogbone Connection, Hunt, Tom
Re[2]: Effective Length of Wall Studs, James F Fulton
Dogbone Connections, TAHUNT
RE: Dogbone Connections, "Chi, Kehshin"

Fri Jan 24 00:07:12 GMT 1997

Re: Re[2]: Effective Length of Wall Studs, Dennis S. Wish
RE: Dogbone Connections, Wira Tjong
Trash Rack Structure Design, Stephen Fisher (916) 387-8800
re:Re: city of L.A. str. code -Reply, David Owens
Re: Dogbone Connections, TanerJ
Re: Limit of liability -Reply, Christopher Wright
Re: Limit of liability -Reply, Bill Allen
Re: Limit of liability -Reply, ASLCSE
NISA / DISPLAY, Damir Varevac
Re: Re[2]: Effective Length of Wall Studs, Paul G. Adams
RE: Dogbone Connections, Ron Hamburger
Re: Limit of liability -Reply, AnandNene
Re: sulfate attack on concrete, SCHFUN
Collecting Fees, BRBATES
Re: Trash Rack Structure Design, Jim Dane
Re: sulfate attack on concr, Fred Angliss
Re: Limit of liability -Reply, Dennis S. Wish PE

Sat Jan 25 06:10:39 GMT 1997

Re: Limit of Liability, HARRISENGR
OES Volunteer Certification, Sandy Pringle
Sulfate Attack on Concrete, Hunt, Tom
Re: Limit of Liability, Dennis S. Wish PE
Re: Limit of Liability, Bill Allen
Database of Dead Beat Clients, Bill Allen
Re: Database of Dead Beat Clients, Dennis S. Wish PE
Re: Need copy of 1970 UBC, edean
Re: Database of Dead Beat Clients, Bill Allen

Sun Jan 26 06:36:09 GMT 1997

Re: Limit of liability, James A. Lord
Re: Limit of Liability, Jeff Smith
Concrete Tilt-Up Retro-fit, Jeff Smith
Re: Collecting Fees, ASLCSE

Mon Jan 27 00:26:17 GMT 1997

Re: Limit of Liability, Dennis S. Wish PE
Re: Limit of Liability, Bill Allen
Re: Limit of Liability, Dennis S. Wish PE
Bribent, dlamini austin s
Re: sulfate attack on concrete, Bill Sherman
re:Re: city of L.A. str. code -Reply -Reply, Hector Buitrago
cracking in waffle slab, Jerry W. King
Re: cracking in waffle slab, Fred Angliss
Reply to: RE: cracking in waffle slab, Nester,Melvin R

Tue Jan 28 03:44:58 GMT 1997

re:Re: city of L.A. str. code -Reply -Reply, David Owens
Re: Reply-Reply -Reply>>wasted bandwidth, Robert Kazanjy
Re: cracking in waffle slab, Paul G. Adams
Re: Limit of Liability + advice needed for a young engineer, Andrew Goh
Re: Limit of Liability, Gou Perng-Fei

Wed Jan 29 07:56:36 GMT 1997

Re: Limit of Liability, Amaloyan
Firm Sued Over Fractures in Steel Frames in Quake., FEMCCLURE
Re: Limit of Liability, Bill Allen
Re: Limit of Liability, Bill Allen
Welding Lawsuit, Hunt, Tom
Re: Limit of Liability, Jim Dane
22-1/2 degree masonry bolts, Alexander Itsekson
Re: 22-1/2 degree masonry bolts, Bill Allen
Re: 22-1/2 degree masonry bolts, Stephen K. Harris

Thu Jan 30 01:10:44 GMT 1997

RE: 22-1/2 degree masonry bolts, nmends
Computer Expo '97, Shafat Qazi
Re: 22-1/2 degree masonry bolts, Sandy Pringle
seaoc online, McSalSE
Re: 22-1/2 degree masonry bolts, Dennis S. Wish PE
Re: seaoc online, Dennis S. Wish PE
Re: 22-1/2 degree masonry bolts, Dennis S. Wish PE
Cable Structure Inspection, Tony Su
Cable Structure Inspection, Tony Su
(Fwd) Re: Firm Sued Over Fractures in Steel Frames in Quake., Ron Hamburger

Fri Jan 31 02:52:48 GMT 1997

tilt-up web site, HBAP
Re: Limit of Liability, edean
Re: cracking in waffle slab, James M. Warne
Wall Collapse in Huston, Shafat Qazi
Firm Sued Over Fractures in Steel Frames in Quake, FEMCCLURE
Question ???, Ing. Ignacio Zuloaga <<COVOCA, C.A. a Construction Company>>
Question ??? -Reply, Wing Lo
Re: 22-1/2 degree masonry bolts, Sprague, Harold O.
Should we vacate the building?, James M. Warne
Should we vacate the building? -Reply, Wing Lo

Sat Feb 01 02:20:52 GMT 1997

Re: concrete tilt-up wall anchors in L.A. county, Dennis S. Wish PE
Re: concrete tilt-up wall anchors in L.A. county, Jeff Smith
Re: concrete tilt-up wall anchors in L.A. county, ASLCSE
Fwd: Firm Sued Over Fractures in Steel Frames in Quake, FEMCCLURE
Fwd: Firm Sued Over Fractures in Steel Frames in Quake, FEMCCLURE
Re: Screw Fasteners, Amaloyan
Re: Wall Collapse in Huston, Bill Polhemus
Re: Wall Collapse in Huston, Bill Polhemus
Re: Screw Fasteners, Bill Allen
Screw Fasteners for Wood Diaphragms, Bill Allen
Re: Screw Fasteners for Wood Diaphragms, HARRISENGR
Re: Screw Fasteners for Wood Diaphragms, Bill Allen
Re: Screw Fasteners for Wood Diaphragms, Dennis S. Wish PE
Re: Cable Structure Inspection, Volny Engineering

Sun Feb 02 06:18:59 GMT 1997

Re: Screw Fasteners for Wood Diaphragms, Amaloyan
Re: Screw Fasteners for Wood Diaphragms, John Rose
Re: Screw Fasteners for Wood Diaphragms, Bill Allen

Mon Feb 03 00:51:53 GMT 1997

Re: Screw Fasteners for Wood Diaphragms, Dennis S. Wish PE
Re: RE: Should we vacate the building?, Nester,Melvin R
Connection of Pipe Pile to Concrete Cap Beam, Bill Polhemus
Re: Undeliverable Message, Mcsherrygp
Re: Undeliverable Message, Neil Moore
FW: MAILER-DAEMON(--nospam--at)efdswest.navfac.navy.mil:, georg . kralik
RE: Connection of Pipe Pile to Concrete Cap Beam, Bellfi, Brian/DEN
Re: Connection of Pipe Pile to Concrete Cap Beam, Juan C. Gray
Re: Undeliverable Message, ASLCSE

Tue Feb 04 00:08:25 GMT 1997

Re: Should we vacate the building?, Mark Deardorff
Rules have changed, Shafat Qazi
Screws in Wood Diaphragms, Bill Allen
22-1/2 degree masonry bolts -Reply, Larry Brugger
Test message >delete, Robert Kazanjy

Wed Feb 05 19:11:13 GMT 1997

Screw Fasteners in Wood Diaphragms, Bill Allen
Annual Report, Sandy Pringle

Thu Feb 06 06:20:36 GMT 1997

List Server traffic, Shafat Qazi
Strap Bracing in Earthquakes, CarlS95
Re: Structural Observations, Amaloyan
SAC Home Page, Ron Hamburger
Re: Structural Observation, Neil Moore
Re: Strap Bracing in Earthquakes, Mark Baker
Re: List Server traffic, RLFOLEY

Fri Feb 07 01:05:46 GMT 1997

STAAD III user Group ???, ARANGASWAMY
Re: STAAD III user Group ???, Dennis S. Wish PE
Re: STAAD III user Group ???, Shafat Qazi
Strap Bracing in Earthquakes, CarlS95
Local Bending in Tubes/Pipes, Michael D Zaitz
STAAD III user Group ???, Ray_Killeen
Re: STAAD III user Group ???, Christopher Wright
Re: Local Bending in Tubes/Pipes, Neil Moore
Today�s Building Standards Commission�s Developments, FredT5
Re: Local Bending in Tubes/Pipes, Jim Warne
Search Engines, Hunt, Tom

Sat Feb 08 00:52:53 GMT 1997

Re: STAAD III user Group ???, Oeyvind Saeter
Re: STAAD III user Group ???, RPixley
Re: Strap Bracing in Earthquakes, rnester
Is SMRSF permitted in Seismic Zone 2?, ARW

Sun Feb 09 11:18:31 GMT 1997

Re: Is SMRSF permitted in Seismic Zone 2?, BCainse

Mon Feb 10 00:12:12 GMT 1997

Re: Strap Bracing in Earthquakes, BCASE1356
Re: Is SMRSF permitted in Seismic Zone 2?, BCASE1356
Search Engines, Ahmed Nisar (415)896-5858
Re: Is SMRSF permitted in Seismic Zone 2?, Martin Johnson

Tue Jul 29 23:13:56 GMT 1997

Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Re: Screw Fasteners, Richard Lewis
Fwd: Re: Screw Fasteners, Richard Lewis
Fwd: Re: concrete tilt-up wall anchors in L.A. county, Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Connection of Pipe Pile to Concrete Cap Beam, Richard Lewis
Fwd: Re: Cable Structure Inspection, Richard Lewis
Fwd: Re: Cable Structure Inspection, Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Screws in Wood Diaphragms, Richard Lewis
Fwd: Annual Report, Richard Lewis
Fwd(2): Firm Sued Over Fractures in Steel Frames in Quake, Richard Lewis
Fwd: Screw Fasteners in Wood Diaphragms, Richard Lewis
Fwd(2): Firm Sued Over Fractures in Steel Frames in Quake, Richard Lewis
Fwd: Re: Should we vacate the building?, Richard Lewis
Fwd: Re: Connection of Pipe Pile to Concrete Cap Beam, Richard Lewis
Fwd: 1988 NEHRP RP (FEMA-95), Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Re: Screw Fasteners, Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Re: Screw Fasteners for Wood Diaphragms, Richard Lewis
Fwd: Re: Connection of Pipe Pile to Concrete Cap Beam, Richard Lewis
Fwd: Re: Wall Collapse in Huston, Richard Lewis
Fwd: Re(2): Should we vacate the building?, Richard Lewis
Fwd: Re: Wall Collapse in Huston, Richard Lewis

Wed Jul 30 15:34:06 GMT 1997

Fwd: deletion from email list, Richard Lewis
Fwd: Re: Strap Bracing in Earthquakes, Richard Lewis
Fwd: Re: Is SMRSF permitted in Seismic Zone 2?, Richard Lewis
Fwd: Re: Is SMRSF permitted in Seismic Zone 2?, Richard Lewis

Thu Jul 31 03:31:58 GMT 1997

Fwd: Search Engines, Richard Lewis
Fwd: Re: Strap Bracing in Earthquakes, Richard Lewis
Fwd: Re: Local Bending in Tubes/Pipes, Richard Lewis
Fwd: Local Bending in Tubes/Pipes, Richard Lewis
Fwd: STAAD III user Group ???, Richard Lewis
Fwd: Re: Strap Bracing in Earthquakes, Richard Lewis
Fwd: SAC Home Page, Richard Lewis
Fwd: Strap Bracing in Earthquakes, Richard Lewis
Fwd: Re: Structural Observations, Richard Lewis

Fri Aug 01 05:14:12 GMT 1997

Fwd: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Isolated pad footings - To tie or Not to tie?, Richard Lewis
Fwd: fema 178 Aa values, Richard Lewis
Fwd: Isolated pad footings - To tie or Not to tie?, Richard Lewis
Fwd: FRP for Civil Applications, Richard Lewis
Fwd: Concentrated Load on Concrete Joist, Richard Lewis
Fwd: Re: Two-Way Slab/ Column Joint Moment of Inertia, Richard Lewis
Fwd: Re: Strengthen Existing Precast Concrete Bridge with Bonded Plates, Richard Lewis
Fwd: Re: Strengthen Existing Precast Concrete Bridge with Bonded Plat, Richard Lewis
Fwd: Re: Hacker email, Richard Lewis
Fwd: Lpile, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Prestressed Masonry, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: Hacker email, Richard Lewis
Fwd: Two-Way Slab/ Column Joint Moment of Inertia, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Distribution of Concentrated Load on Concrete Joist, Richard Lewis
Fwd: Re: Hacker email, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Two-Way Slab/ Column Joint Moment of Inertia, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Free standing masonry walls, Richard Lewis
Fwd: Vapor Barrier/Drainage mats, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Free standing masonry walls, Richard Lewis
Fwd: Re: Computer Program, Richard Lewis
Fwd: "THE ENGINEER AS AN EXPERT WITNESS" SEMINAR AT UCI, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: FW: seaoc-ad(--nospam--at)seaoc.org: Re: concrete/steel p, Richard Lewis
Fwd: Re: Software Conflicts, Richard Lewis
Fwd: Re: Free standing masonry walls, Richard Lewis
Fwd: Re: Two-Way Slab/ Column Joint Moment of Inertia, Richard Lewis
Fwd: Re: Free standing masonry walls, Richard Lewis
Fwd: Is SMRSF permitted in Seismic Zone 2?, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Software Conflicts, Richard Lewis
Fwd: Re: Software Conflicts, Richard Lewis
Fwd: Re: Is SMRSF permitted in Seismic Zone 2?, Richard Lewis
Fwd: Singapore Help, Richard Lewis
Fwd: Re: Singapore Help -Reply -Reply, Richard Lewis
Fwd: Software Conflicts -Reply, Richard Lewis
Fwd: -Reply, Richard Lewis
Fwd: Re: 1973 UBC, Richard Lewis
Fwd: Re: Prestressed Masonry, Richard Lewis
Fwd: Singapore Help -Reply, Richard Lewis
Fwd: Looking for drafting work, Richard Lewis
Fwd: Text for fiberglass in structural apps?, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Prestressed Masonry, Richard Lewis
Fwd: Re: MS Office 97, Richard Lewis
Fwd: Brick Veneer, Richard Lewis
Fwd: Code official's jurisdiction, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: information request, Richard Lewis
Fwd: building code minimums for wood frame, Richard Lewis
Fwd: Re: Wood Siding, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Re: Performance & Durability of Reinforced Concrete, Richard Lewis
Fwd: steel design, Richard Lewis
Fwd: Steel design, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Re: Singapore Help -Reply -Reply -Reply, Richard Lewis
Fwd: Re: floor deflections, Richard Lewis
Fwd: Re: Singapore Help -Reply -Reply -Reply, Richard Lewis
Fwd: Re: Carbon-fiber suspension/stayed bridges, Richard Lewis
Fwd: alternate types of RETAINING WALLS, Richard Lewis
Fwd: Re: Insurance, Richard Lewis
Fwd: Re: Text for fiberglass in structural apps?, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: [Fwd: HUMOR: Why Engineers Don't Write Recipe Books...], Richard Lewis
Fwd: Headed studs in precast concrete, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Internet Explorer 3.0, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Carbon-fiber suspension/stayed bridges, Richard Lewis
Fwd: Re: Singapore Help -Reply -Reply, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Re: floor deflections, Richard Lewis
Fwd: Epoxy Coated Rebar, Richard Lewis
Fwd: Re: Performance & Durability of Reinforced Concrete, Richard Lewis
Fwd: Re: Monlithic or Two Pour (Sorry - place) Slab on Grade, Richard Lewis
Fwd: Carbon-fiber suspension/stayed bridges, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Location of Vapor Barrier, Richard Lewis
Fwd: Codes, Richard Lewis
Fwd: Re: Singapore Help -Reply, Richard Lewis
Fwd: Lag Bolt Connections at End Grain for Shear, Richard Lewis
Fwd: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Slabs on Grade (again), Richard Lewis
Fwd: Wood Siding, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Lpile, Richard Lewis
Fwd: Building Code Minima, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Lateral Stability of Wood Beams, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd:, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: Steel Design - Yield Stress - Another Thought, Richard Lewis
Fwd: Re:, Richard Lewis
Fwd: Torsion analysis of Soldier Piles, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Steel Design - Yield Stress - Another Thought, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Re: Wood Siding, Richard Lewis
Fwd: Why you can't post to the list, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Steel Design - Yield Stress - Another Thought, Richard Lewis
Fwd: Re: Pricing Tracts or duplicate designs, Richard Lewis
Fwd: Re: Lpile, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: American Housing, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: Vapor Barriers, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: floor deflections, was: Re: building code minimums for wood frame, Richard Lewis
Fwd: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Self-weathering stl bridge adjacent to highway bridge, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: floor deflections, was: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Torsion in soilder piles, Richard Lewis
Fwd: Re: Steel Design - Yield Stress - Another Thought, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Performance & Durability of Reinforced Concrete, Richard Lewis
Fwd: Re: MS Office 97, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: QUESTION REGARDING TORSION IN PLYWOOD DIAPHRAGMS, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Insurance, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Pricing Tracts or duplicate designs, Richard Lewis
Fwd: Re: Pricing Tracts or duplicate designs, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Re: steel design, Richard Lewis
Fwd: Re: floor deflections, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Steel Design - Yield Stress - Another Thought, Richard Lewis
Fwd: Pricing Tracts or duplicate designs, Richard Lewis
Fwd: Re: Insurance, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Epoxy Coated Rebar, Richard Lewis
Fwd: Re: Pricing Tracts or duplicate designs, Richard Lewis
Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
Fwd: Insurance, Richard Lewis
Fwd: Re: SAP2000- San Diego Seminar, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Lag bolt connections at end grain for shear, Richard Lewis
Fwd: Re: Code official's jurisdiction, Richard Lewis
Fwd: Re: QUESTION REGARDING TORSION IN PLYWOOD DIAPHRAGMS, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Codes, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: MS Office 97, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Hyatt Failure, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Steel design--Canadian code, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Steel Design - Yield Stress, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Updated FastFrame Win 3.x & 95/NT - Free Download, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Lateral Stability of Wood Beams, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: disciplinary actions (was: building code minimums), Richard Lewis
Fwd: Re: Steel design, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Steel design, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Steel Design - Yield Stress, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Ongoing discussion of professional practice, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: malfeasance sanctions (was: code minimums), Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Steel design, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Lateral Stability of Wood Beams, Richard Lewis
Fwd: Hyatt walkway, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: information request, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Quality issues in engineering practice, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Pushing Steel Design with Mill-Certs, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: [Fwd: Re: Quality issues in engineering practice], Richard Lewis
Fwd: Fiber reinforced concrete slabs -Reply, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: 1973 UBC, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: HOT-DIP ZINC COATINGS AND OVERLAPPING SURFACES, Richard Lewis
Fwd: Computer Program, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Wanted Plan Check Engineer, Richard Lewis
Fwd: Load Spread on Concrete Floor Slabs, Richard Lewis
Fwd: Re: Plywood Shear Walls with Windows, Richard Lewis
Fwd: Re: Steel design, Richard Lewis
Fwd: Quality issues in engineering practice, Richard Lewis
Fwd: Plywood Shear Walls with Windows, Richard Lewis
Fwd: Re: Structural Observation, Richard Lewis
Fwd: Re: Foreign Engineers Practicing, Richard Lewis
Fwd: Re: Foreign Engineers Practicing, Richard Lewis
Fwd: Re: Load Spread on Concrete Floor Slabs, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Fiber reinforced concrete slabs, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Message from Shafat, Richard Lewis
Fwd: Reinforced Concrete Houses, Richard Lewis
Fwd: Flat Slab Buildings, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Distribution of Concentrated Load on Concrete Joist, Richard Lewis
Fwd: construction liability, Richard Lewis
Fwd: Re: SAP2000- San Diego Seminar, Richard Lewis
Fwd: Re: Load Spread on Concrete Floor Slabs, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Message from Shafat, Richard Lewis
Fwd: Quality issues in engineering practice - Internet discussion, Richard Lewis
Fwd: Strengthen Existing Precast Concrete Bridge with Bonded Plates, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Strengthen Existing Precast Concrete Bridge with Bonded Plates, Richard Lewis
Fwd: Re: Fiber reinforced concrete slabs -Reply, Richard Lewis
Fwd: Re: engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Steel design--Canadian code, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Deck structure attached through Stucco, Richard Lewis
Fwd: Re: Load Spread on Concrete Floor Slabs, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Foreign Engineers Practicing in CA, Richard Lewis
Fwd: Re: Isolated pad footings - To tie or Not to tie?, Richard Lewis
Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice - Internet discussion, Richard Lewis
Fwd: Re: Quality issues in engineering practice - Internet discussio, Richard Lewis
Fwd: Re: Quality issues in engineering practice - Internet discussion, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: building code minimums for wood frame, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice - Internet discussion, Richard Lewis
Fwd: Re: Foreign Engineers Practicing in CA, Richard Lewis
Fwd: Re: Fiber reinforced concrete slabs, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Insurance, Richard Lewis
Fwd: Re: Plywood Shear Walls with Windows, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice - Internet discussion, Richard Lewis
Fwd: Re: Insurance, Richard Lewis
Fwd: Re: engineering practice CE vs SE, Richard Lewis
Fwd: Re: Foreign Engineers Practicing in CA, Richard Lewis
Fwd: Re: Message from Shafat, Richard Lewis
Fwd: Re: Message from Shafat, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: construction liability, Richard Lewis
Fwd: HOT-DIP ZINC COATINGS AND OVERLAPPING SURFACES, Richard Lewis
Fwd: Re: Plywood Shear Walls with Windows, Richard Lewis
Fwd: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Steel design--Canadian code, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Foreign Engineers Practicing in CA, Richard Lewis

Mon Aug 04 16:14:03 GMT 1997

Fwd: Re: Pre & Postprocessor for SHAKE91, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Uniform Sign Code, Richard Lewis
Fwd: drain2dX, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Thoughts from Texas, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Thrust Angles, Richard Lewis
Fwd: Re: Architects' Mail List?, Richard Lewis
Fwd: Re: [Fwd: Tilt-up roof ledgers], Richard Lewis
Fwd: Re: Inspection and the Engineer, Richard Lewis
Fwd: Steel Frames, Richard Lewis
Fwd: Separate list servers, Richard Lewis
Fwd: Re: Carriage returns in posts, Richard Lewis
Fwd: Re: List split, Richard Lewis
Fwd: Re: Carriage returns in posts, Richard Lewis
Fwd: Re: Bolted Connections, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware, Richard Lewis
Fwd: Re: Thoughts from Texas, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: How to fix problem with your email., Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Floor Vibration, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Inspection and the Engineer, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Uniform Sign Code, Richard Lewis
Fwd: Re: CE vs. SE & $$$, Richard Lewis
Fwd: List split, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Carriage returns in posts, Richard Lewis
Fwd: questions, Richard Lewis
Fwd: questions, Richard Lewis
Fwd: Re: List split, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: Welded Steel Frames (again), Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Another Thought from Texas, Richard Lewis
Fwd: Re: Floor Vibration, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Pre & Postprocessor for SHAKE91, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: Thoughts from Texas, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Want opinions for new listservice -, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Thoughts from Texas, Richard Lewis
Fwd: Re: Uniform Sign Code, Richard Lewis
Fwd: Re: List split, Richard Lewis
Fwd: Thoughts from Texas, Richard Lewis
Fwd: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Need for SEAOC Listserver Categories, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: M: Just Another Opinion, Richard Lewis
Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
Fwd: Welded Steel Frames (again), Richard Lewis
Fwd: Bolted Connections, Richard Lewis
Fwd: Re: Floor Vibration, Richard Lewis
Fwd: [Fwd: Tilt-up roof ledgers], Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: Quality issues in engineering practice, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Pre & Postprocessor for SHAKE91, Richard Lewis
Fwd: Re: Reinforced Concrete Houses, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: Inspection and the Engineer, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Reinforced Concrete Houses, Richard Lewis
Fwd: Re: Pre & Postprocessor for SHAKE91, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Two Engineers Stranded on an Island, Richard Lewis
Fwd: Re: Inspection and the Engineer, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Carriage returns in posts, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Another Thought from Texas, Richard Lewis
Fwd: Re: Carriage returns in posts, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Thoughts from Texas, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Reinforced Concrete Houses, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: Lincoln Arc, Richard Lewis
Fwd: Re: Lincoln Arc, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Lincoln Arc, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: Re: [Fwd: Tilt-up roof ledgers], Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: (G)Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: SEAONC FORUM was NEW - SEAOC CHAT ROOM, Richard Lewis
Fwd: NEW - SEAOC CHAT ROOM, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Opinions for List Server, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Constro 97 in India - First Announcement, Richard Lewis
Fwd: STAAD III - Poor technical Assistance, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: [Fwd: Tilt-up roof ledgers], Richard Lewis
Fwd: Re: Opinions for List Server, Richard Lewis
Fwd: Re: Separate list servers, Richard Lewis
Fwd: How about separate Lists AND an ongoing Chat room!!!!!, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: M: Just Another Opinion, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis

Tue Aug 05 16:14:11 GMT 1997

Fwd: Connection Software, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: Re: Corrosion Inhibitors, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Argentina, Richard Lewis
Fwd: Re: Enercalc Response Re: FastFrame, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Question: OK to post job notices here?, Richard Lewis
Fwd: Re: Lumber Grading in Texas, Richard Lewis
Fwd: Argentina, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: NEW - SEAOC CHAT ROOM, Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: Advertising of the list, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: How are you doing?, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Corrosion Inhibitors, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Mac software -- Multiframe, Richard Lewis
Fwd: Mac software, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Lumber Grading in Texas (and elsewhere), Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: anchors for seizmic applications, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Mac software, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Connection Software, Richard Lewis
Fwd: Re: Connection Software, Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Separate List - RESULTS, Richard Lewis
Fwd: Re[2]: Advertising of the list, Richard Lewis
Fwd: Re: Corrosion Inhibitors, Richard Lewis
Fwd: Argetina, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Question: OK to post job notices here?, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: NEW - SEAOC CHAT ROOM, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: WinSTRUDL, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Earthquake Construction, Richard Lewis
Fwd: Re: Argentina, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS (seaoc Digest for 19 Mar 1997), Richard Lewis
Fwd: Mac software, Richard Lewis
Fwd: Re: Opinions for List Server, Richard Lewis
Fwd: Re: WinSTRUDL, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Welded Steel Frames (again), Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: GOOD STRUCT. S/W : Intergraph, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Fw: GOOD STRUCTURAL ENGINEERING PROGRAMS, Richard Lewis
Fwd: Re: GOOD STRUC. S/W: Intergraph, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Advertising, Richard Lewis
Fwd: Corrosion Inhibitors, Richard Lewis
Fwd: Re: Lincoln Arc, Richard Lewis
Fwd: For James Fulton :Fw: GOOD STRUCTURAL ENGINEERING PROGRAMS, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Computer Crashes, Richard Lewis
Fwd: Re[2]: Separate list servers, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Cable and Fabric Structures -Reply, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Concrete design, Richard Lewis
Fwd: fibregalss wall, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Special Nail Source, Richard Lewis
Fwd: Re: Corrosion Inhibitors, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: Construction Tolerances, Richard Lewis
Fwd: The 1996 Blue Book Errata, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: anchors for seismic applications, Richard Lewis
Fwd: Cable and Fabric Structures, Richard Lewis
Fwd: Space Truss Manufacturers?, Richard Lewis
Fwd: R14 was Computer Crashes, Richard Lewis
Fwd: Re: Special Nail Source, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Special Nail Source, Richard Lewis
Fwd: Re: Special Nail Source, Richard Lewis
Fwd: Re: Advertising of the list, Richard Lewis
Fwd: Re: Construction Tolerances, Richard Lewis
Fwd: Construction Tolerances, Richard Lewis
Fwd:, Richard Lewis
Fwd: Re: Special Nail Source, Richard Lewis
Fwd: Re: Concrete design, Richard Lewis
Fwd: Re: Construction Tolerances, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Moment Connection Design, Richard Lewis
Fwd: Re: Article on "Bulb Tees" in March 1997 Civil Engineering Magazine, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Opinions for List -power from the community, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: CA�s CE Seismic Exam under Review, Richard Lewis
Fwd: Should CA�s Board Composition Be Changed?, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: SE Exam in California under fire, Richard Lewis
Fwd: Re: Article on "Bulb Tees" in March 1997 Civil Engineering Magazine, Richard Lewis
Fwd: FEMA 172 interpanel shear capacity of precast concrete walls, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Opinions for List Server, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Posts on Sill Plates, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Article on "Bulb Tees" in March 1997 Civil Engineering Magazine, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Article on "Bulb Tees" in March 1997 Civil Engineering Magazine, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Construction Tolerances, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
Fwd: Re: Space Truss Manufacturers?, Richard Lewis
Fwd: Re: Opinions for List -power from the community, Richard Lewis
Fwd: Re: Computer Crashes, Richard Lewis
Fwd: Re: Opinions for List Server, Richard Lewis
Fwd: Re: Corrosion Inhibitors, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Advertising of the list -Reply, Richard Lewis
Fwd: Re: Opinions for List Server, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Opinions for List -power from the community, Richard Lewis

Wed Aug 06 14:02:15 GMT 1997

Fwd: Re: We need to notch the bottom of your GLB by 6". Is that, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Calc out to code, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that, Richard Lewis
Fwd: Civil Engineering News Editorial (April, 1997 issue), Richard Lewis
Fwd: Re: Want to be, trying to be, Richard Lewis
Fwd: Re: Interior partitions and pre-mfg trusses, Richard Lewis
Fwd: Re: RISA Web Site, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: Helipad Design Loads, Richard Lewis
Fwd: RISA Web Site, Richard Lewis
Fwd: Re: fibregalss wall, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: in-place shear tests, Richard Lewis
Fwd: Re: Helipad Design Loads, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Helipad Load - Never Mind..., Richard Lewis
Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: Cable and Fabric Structures, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Re: Test for problems with wide email posts please check, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Helipad Design Loads, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: New Zealand Building Code?, Richard Lewis
Fwd: Re: Test for problems with wide email posts please check, Richard Lewis
Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: retaining wall seminar, Richard Lewis
Fwd: Precast/Prestress Force Transfer Methods, Richard Lewis
Fwd: Precast/Prestressed Force Transfer Methods, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Dead Load On Shear Walls, Richard Lewis
Fwd: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: Notch in GLB, Richard Lewis
Fwd: Re: Notch Bottom of GLB, Richard Lewis
Fwd: plywood shear transfer detail, Richard Lewis
Fwd: Re: Want to be, trying to be, Richard Lewis
Fwd: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Humour-Engineer vs Lawyer, Richard Lewis
Fwd: [Q] Plastic Deformation in a diaphragm, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: Want to be, trying to be, Richard Lewis
Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
Fwd: Where to purchase major EQ-Codes?, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Interior partitions and pre-mfg trusses, Richard Lewis
Fwd: Re: fibregalss wall, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Re: Helipad Design Loads, Richard Lewis
Fwd(2): Wood column bases - when to use????, Richard Lewis
Fwd: Re: Cable and Fabric Structures, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Limit of Liability, Richard Lewis
Fwd: Re: Opinions for List -power from the community, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Corrosion and durability of reinforced concrete, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Want to be, trying to be, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: Re: Wood column bases - when to use????, Richard Lewis
Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
Fwd: Re: Dead Load On Shear Walls, Richard Lewis
Fwd(2): Dead Load On Shear Walls, Richard Lewis
Fwd: Re: RISA Web Site, Richard Lewis
Fwd: Interior partitions and pre-mfg trusses, Richard Lewis
Fwd: Conventional Framing in UBC, Richard Lewis
Fwd: Re: Corrosion and durability of reinforced concrete, Richard Lewis
Fwd: Re: in-place shear tests, Richard Lewis
Fwd: CE News Editorial, Richard Lewis
Fwd: Is anchorage of infill masonry, to structure, required in Zone 1., Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Civil Engineering News ... Hummmm, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis
Fwd: Re: LRFD anybody & CE vs. SE Discussion, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings/snitch, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Is anchorage of infill masonry, to structure, required in Zone 1., Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings/snitch, Richard Lewis
Fwd: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Fire Damages Structures, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis
Fwd: Re: CE VS SE DEBATE, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Want to be, trying to be, Richard Lewis
Fwd: Re: Limits of Liability, Richard Lewis
Fwd: Re: new info, Richard Lewis
Fwd: Re: Cold Formed Steel Design, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis
Fwd: Re: mundane sheathing RFI, Richard Lewis
Fwd: Re: Plywood Shear Transfer Details, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis
Fwd: CE VS SE DEBATE, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Fire Damage, Richard Lewis
Fwd: Re: Fire Damage, Richard Lewis
Fwd: Re: Fire Damages Structures, Richard Lewis
Fwd: Fire Damages Structures, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis
Fwd: Re: Fire Damages Structures, Richard Lewis
Fwd: Re: Limit of Liability, Richard Lewis
Fwd: mundane sheathing RFI, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Seismic retro-fit of older buildings/snitch, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Structural Inspections and Observation Outline needed, Richard Lewis
Fwd: Re: Limit of Liability, Richard Lewis
Fwd: Re: plywood shear transfer detail, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: [Q] SEAOC-1996: Article C402.10 & C407.3, Richard Lewis
Fwd: Re: Fire Damages Structures, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings/snitch, Richard Lewis
Fwd(2): plywood shear transfer detail, Richard Lewis
Fwd(2): plywood shear transfer detail, Richard Lewis
Fwd: Re: new info, Richard Lewis
Fwd: Re: Fire Damages Structures, Richard Lewis
Fwd: Interstate SE cooperation, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: FW: Civil Engineering News Editorial (April, 1997 issue), Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Back in the saddle by public demand, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Limit of Liability, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Limit of Liability, Richard Lewis
Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
Fwd: Re: Conventional Framing in UBC, Richard Lewis

Thu Aug 07 13:03:15 GMT 1997

Fwd: ASTM Designations, Richard Lewis
Fwd: Re: ASTM Designations, Richard Lewis
Fwd: Re: Min. Code Design, Richard Lewis
Fwd(2): Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: connection between double angles, Richard Lewis
Fwd: Re: weld preference, Richard Lewis
Fwd: Welding, Richard Lewis
Fwd: Re: weld preference, Richard Lewis
Fwd: Re[2]: Concrete Wraps, Richard Lewis
Fwd: Re: Min. Code Design, Richard Lewis
Fwd: Re: Min. Code Design, Richard Lewis
Fwd: Re: Concrete Wraps: point 1, Richard Lewis
Fwd: Re: Floor Vibration, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: UBC Interpretation, Richard Lewis
Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
Fwd: If I had more time.., Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Quake Forecasting, Richard Lewis
Fwd: AISC Green book t-value, Richard Lewis
Fwd: Re: Calc-out versus reality, Richard Lewis
Fwd: Re: Project in Puerto Rico, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: Built-up Girder Software, Richard Lewis
Fwd: Re: Structural Inspections Outline help needed, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Re: Structural Inspections Outline help needed, Richard Lewis
Fwd: Concrete Wraps, Richard Lewis
Fwd: Re: SE to the top, Richard Lewis
Fwd: American Engineers Have it Good?, Richard Lewis
Fwd: Concrete Wrap, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: UBC Interpretation, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Re: cold formed steel link added hot link no no, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Re: How many members of NSPE are represented on our List????, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: ASTM A320 grade L7 anchor bolts, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: weld preference, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: Calc-out versus reality, Richard Lewis
Fwd: Re(2): Cold Formed Steel Design, Richard Lewis
Fwd: Re: Project in Puerto Rico, Richard Lewis
Fwd: Project in Puerto Rico, Richard Lewis
Fwd: Re: connection between double angles, Richard Lewis
Fwd: Re: Project in Puerto Rico, Richard Lewis
Fwd(2): Concrete design software, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Building drift and separation, Richard Lewis
Fwd: connection between double angles, Richard Lewis
Fwd: shearwals with openings, Richard Lewis
Fwd: Re: weld preference, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Min. Code Design, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: ASTM A320 grade L7 anchor bolts, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re(2): Calc-out versus reality, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: UBC Interpretation, Richard Lewis
Fwd: Re: Min. Code Design, Richard Lewis
Fwd: Structural Inspections Outline help needed, Richard Lewis
Fwd: Joel Castro�s Article, Lincoln Electric�s Reponse, and Castro�s Rebuttal, Richard Lewis
Fwd: connection between double angles, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Calc-out versus reality, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Arch/SE was Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Calc-out versus reality: modeling & research: for Sam Love et al, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: National Codes - Is the profession unified in the creation?, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: American Engineers have it good?, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: How many members of NSPE are represented on our List????, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: Quake Forecasting, Richard Lewis
Fwd: Re: weld preference, Richard Lewis
Fwd: Re: Concrete Wraps, Richard Lewis
Fwd: Little Guy Sizes, Richard Lewis
Fwd: Forwarded mail...., Richard Lewis
Fwd: Re: Calc-out versus reality, Richard Lewis
Fwd: Re: UBC Interpretation, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: cold formed steel, Richard Lewis
Fwd: Re: How many members of NSPE are represented on our List????, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
Fwd: Re: Cold Formed Steel Design, Richard Lewis
Fwd: FW: American Engineers have it good?, Richard Lewis
Fwd: Re: American Engineers have it good?, Richard Lewis
Fwd: Engineering Issues ad nauseum, Richard Lewis
Fwd: Final response to T. Springer - Civil Engineering News - long!, Richard Lewis
Fwd: Re: American Engineers have it good?, Richard Lewis
Fwd: Engineering (online and Server) issues - continued, Richard Lewis

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