SEAINT Mail Archive 1998 (Jul-Sep)
Civil and Structural Engineering discussions by date
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Messages: 2534
- Re: Steel Moment Connections, Charlie Carter
- Re: Steel Moment Connections, Charlie Carter
- FW: Fire Truck Loads, Rob Fecarotta
- Re: "Soccer World Cup" calculation, CanitzCF
- Re: Trading of Electronic Drawing Files, Arvel L. Williams, P.E.
- Re: Trading of Electronic Drawing Files, Arvel L. Williams, P.E.
- Post Tensioning Institute, Michael D Zaitz
- Re: Steel Moment Connections, Charlie Carter
- RE: Sheetpile Design, Jerry D. Coombs
- Re: Sheetpile Design, nmoore
- SEAoT Publications Now Available, Caldwell, Stan
- Re: Sheetpile Design, RonR908326
- Seminar Announcement - Engineers, Jonathan Cohen
- Re: Steel Moment Connections, RoyLevy
- Post Tensioning Institute, K. Hemmatyar
- Re: Fire Truck Loads, ASLCSE
- FW: 60,000 psi limit on Reinforceing bars, ITSEKSON SASHA
- Re: L.A. City, Division 91, ASLCSE
- Re: FW: 60,000 psi limit on Reinforceing bars, Tjb5424744
- RE: Wood - replacing sill plate of bearing shear walls, Horning, Dick/CVO
- Tilt-up Computer Program, Parkerres
- RE: Fire Truck Loads, Harold Sprague
- Re: horiz. diaph. -Reply, Tim McCormick
- Sheetpile Design, TBCoull
- Re: Trading of Electronic Drawing Files, Baldridge & Associates Structural Engineering, Inc.
- Determining f'm in in-place CMU, Robert Rollo
- RE: Tilt-up Computer Program, Dennis S. Wish
- Re: Fire Truck Loads, Rlfong
- [no subject], ALEX C. NACIONALES
- Re: Trading of Electronic Drawing Files, Lew Midlam
- RE: Determining f'm in in-place CMU, Harold Sprague
- Re: L.A. City, Division 91, ErnieNSE
- Re: Continuity ties, HBAP
- RE: Continuity ties, Bill Allen, S.E.
- welded moment connections, BostonBTE
- Re: Continuity ties, ASLCSE
- Re: welded moment connections, Tom . Hunt
- New years brings new technology to SEAOSC members, Shafat Qazi
- Re: L.A. City, Division 91, Tjb5424744
- Seismology Commitee Notes on SEAOC Web, Dennis S. Wish
- Re: Wood - replacing sill plate of bearing shear walls, Tom Chiu
- Re: "Soccer World Cup" calculation, Fasandu
- Re: New years brings new technology to SEAOSC members, Fasandu
- Re: Tilt-up Computer Program, Celso Mendoza
- employment, NG
- 1933 Long Beach Earthquake, Deaths and Injuries to school children and teachers., FEMCCLURE
- Seismic Code of China, Mahmood Mufti
- Re: Sheetpile Design, William Kirkham
- Re: Sheetpile Design, William Kirkham
- Steel Detailing, Serna Oliveira, Miguel Angel
- RE: Seismic Code of China, Harold Sprague
- RE: Steel Detailing, Harold Sprague
- Torsional constant J, Brandon Erickson
- Re: L.A. City, Division 91, Parkerres
- Re: 1933 Long Beach Earthquake, Deaths and Injuries to school children and te..., Parkerres
- Re: Torsional constant J, JRGuer
- welded moment frames, BostonBTE
- Re: L.A. City, Division 91, Mlcse
- seaoc Digest for 2 Jul 1998 -Reply, Pat Bachman
- Re: 1933 Long Beach Earthquake, Deaths and Injuries to school children and te..., Rlfong
- Re: 1933 Long Beach Earthquake, Deaths and Injuries to school children and te., FEMCCLURE
- Re: Torsional constant J, Walter Sawruk
- Re: L.A. City, Division 91/Continuity Ti, Roger Turk
- Re: Steel Detailing, Luiz Lobo
- SEAOSC NEWSletter (for SEAOSC members) / Online, Bill Allen, S.E.
- RE: SEAOSC NEWSletter (for SEAOSC members) / Online, Dennis Wish
- Continuity ties, John Lawson
- seaoc Digest for 3 Jul 1998 -Reply, Pat Bachman
- Re: Steel Detailing, Nordine
- books purchase, Juan Enrique Justo
- RE: books purchase, Paul McEntee
- RE: books purchase, Dan Vines
- Re: books purchase, Michael Donoghue
- RE: books purchase, Powers, Tony
- RE: books purchase, Dennis S. Wish
- Re: books purchase, ErnieNSE
- ASCE Forensic Engineering Technical Group meeting, SCHFUN
- Re: books purchase, CanitzCF
- Appreciative Comments, Sandy Pringle
- soils and geotechnical engineering firms, gerald caraig
- Re: soils and geotechnical engineering firms, GRileyPE
- Re: soils and geotechnical engineering firms, Mlcse
- Special Inspectors Needed, Sandy Pringle
- Re: bad [humor], Kathleen A. O'Brien
- new job anyone?, Kathleen A. O'Brien
- Re: soils and geotechnical engineering firms, Parkerres
- 3/8" Plywood shear values on metal studs., MRodrig273
- Re: Glass Information Needed, ASLCSE
- AW: Re: Glass Information Needed, rangelow . peter
- Enercalc Reinforced Concrete Beam design, John Armijo
- FEMA 302, Sam Love
- RE: bad [humor], Horning, Dick/CVO
- RE: Enercalc Reinforced Concrete Beam design, Bill Allen, S.E.
- FEMA 302, Sam Love
- RE: Enercalc Reinforced Concrete Beam design -Reply, John Armijo
- Letter to Thomas Jefferson [humor], ITSEKSON SASHA
- Re:FEMA 302, Tim . Sheckler
- Re[2]: Glass Information Needed, Brandon Erickson
- Re: Re[2]: Glass Information Needed, ASLCSE
- New Interactive survey, Shafat Qazi
- Re: 3/8" Plywood shear values on metal studs., ECVAl3
- RE: Enercalc Reinforced Concrete Beam design, Dave Handy
- RE: New Interactive survey, Bill Allen, S.E.
- Soil friction, DSH
- Autocad and MS Word Problem, John Cannon Jones
- RE: Autocad and MS Word Problem, Bill Polhemus
- RE: 3/8" Plywood shear values on metal studs., Dennis S. Wish
- RE: Autocad and MS Word Problem, John Cannon Jones
- RE: Autocad and MS Word Problem, Lee, Calvin
- Re: bad [humor], nmends
- Re: books purchase, Raghu Pendyala
- Re: bad [humor], Rob Stevens
- Re: 3/8" Plywood shear values on metal studs., LGSEA
- Re: FEMA 302, Robert Kazanjy
- cables -- iterative techniques, BVeit
- RE: Enercalc Reinforced Concrete Beam design, Norb Volny
- RE: Enercalc Reinforced Concrete Beam design, Brent Koch
- Re: bad [humor], Dave Morris
- Retaining Wall program, Dennis Wish
- RE: Retaining Wall program, Caldwell, Stan
- Re: bad [humor] -Reply, Abe Knapp
- Preferred Disasters, Caldwell, Stan
- RE: bad [humor], Freilinger, Shawn W
- Re: bad [humor], Bill Sherman
- RE: Retaining Wall program, Bill Allen, S.E.
- Re: bad [humor], Baldridge & Associates Structural Engineering, Inc.
- RE: Retaining Wall program, John Cannon Jones
- RE: Retaining Wall program, Bill Allen, S.E.
- RE: Retaining Wall program, Bill Allen, S.E.
- Re: Enercalc Reinforced Concrete Beam design, RDAHLMANN
- Re: 3/8" Plywood shear values on metal studs., Rhkratzse
- bad [humor], K. Hemmatyar
- RE: FEMA 302, Bill Allen, S.E.
- Re: cables -- iterative techniques, Walter Sawruk
- Re: bad [humor], Lew Midlam
- Re: bad [humor], Brian Reese
- Re: bad [humor], NRoselund
- Fw: Release of GCG ReWaRD 2.0, Zacheus Indrawan
- House and detached garages on 24" slab, EDLStruct
- Re: bad [humor], raranous
- Re: House and detached garages on 24" slab, Brian K. Smith
- RE: Retaining Wall program, Caldwell, Stan
- RE: Retaining Wall program, Bill Allen, S.E.
- RE: House and detached garages on 24" slab, Robert Rollo
- RE: Enercalc Reinforced Concrete Beam design, Dave Evans
- about the Bad Humor issue, Gil R. Monsalud
- RE: about the Bad Humor issue, Bill Allen, S.E.
- Religion, Tjb5424744
- Re: House and detached garages on 24" slab, Brian K. Smith
- Re[2]: Enercalc Reinforced Concrete Beam design, jerome . tan
- Re: Religion, MSSROLLO
- Re[2]: Enercalc Reinforced Concrete Beam, Roger Turk
- DL DEFLECTION, Eddie Gonzalez
- Re: DL DEFLECTION, Lanny J. Flynn
- RE: DL DEFLECTION, Dan Vines
- Re: House and detached garages on 24" slab, EDLStruct
- Re: Religion, jerome . tan
- CHANGE OF ADDRESS, Shafat Qazi
- Re: bad [humor], Kathleen A. O'Brien
- Potential Engineer Test, Kathleen A. O'Brien
- Re: bad [humor], Kathleen A. O'Brien
- soils and geotechnical engineering firms, Kathleen A. O'Brien
- Fw: THE POWER OF PRAYER, jerome . tan
- List server for the construction industry, Brent Ludwick
- Re: Potential Engineer Test, Rob Stevens
- Hi-Elastic Steel, TRYAN
- RE: Hi-Elastic Steel, Ed Marshall
- Future of CA's Field Act - Seismic Safety for Public Schools, FredT5
- RE: Hi-Elastic Steel, TRYAN
- Re: Potential Engineer Test, Tjb5424744
- Re: Future of CA's Field Act - Seismic Safety for Public Schools, raranous
- Re: Enercalc Reinforced Concrete Beam design, Dan Connell
- Re: bad [humor], Gil R. Monsalud
- Re: Potential Engineer Test, Tjb5424744
- RE: Enercalc Reinforced Concrete Beam design, Dennis Wish
- Re: horiz. diaph., Resengin
- Re: Enercalc problems, AnandNene
- RE: Enercalc problems, Bill Allen, S.E.
- Re: 3/8" Plywood shear values on metal studs., Tjb5424744
- Anthropology accepted, Kathleen A. O'Brien
- Re: Potential Engineer Test, Kathleen A. O'Brien
- RE: 3/8" Plywood shear values on metal studs., Bill Allen, S.E.
- Simpson Strong Wall (Prefab OSB Shear Walls), Brad Friederichs
- Re: Simpson Strong Wall (Prefab OSB Shear Walls), BD2PE
- Re: 3/8" Plywood shear values on metal studs., Rhkratzse
- Re: 3/8" Plywood shear values on metal studs., Robert P. KAZANJY
- Re: Simpson Strong Wall (Prefab OSB Shear Walls), MRodrig273
- The Field Act, FEMCCLURE
- Re: light gauge steel design programs, Garrick Goldenberg
- Re: The Field Act, raranous
- RE: Anthropology accepted, Powers, Tony
- List address changed, Shafat Qazi
- Threaded Rod Holdowns in Wood Frame Buildings, Buildengr
- Re: Name Change, Dennis Wish
- RE: Simpson Strong Wall (Prefab OSB Shear Walls), Dennis Wish
- RE: 3/8" Plywood shear values on metal studs., Dennis Wish
- Fwd: New Medical Termonology, Yank2002
- RE: 3/8" Plywood shear values on metal studs., Dennis Wish
- Re: Future of CA's Field Act - Seismic Safety for Public Schools, Mlcse
- WELCOME, JAMES S LAI
- Fwd: Future of CA's Field Act - Seismic Safety for Public Schools, Mlcse
- RE: 3/8" Plywood shear values on metal studs., Bill Allen, S.E.
- Re: welded moment frames, YHHuang
- Re: Field Act-School Inspectors!, Sandy Pringle
- Re: Threaded Rod Holdowns in Wood Frame Buildings, Lew Midlam
- Re: WELCOME, Lew Midlam
- Re: WELCOME, raranous
- Re: Threaded Rod Holdowns in Wood Frame Buildings, NRoselund
- 10d nails for plywood sheathing, NRoselund
- Re: WELCOME, Shafat Qazi
- Re: Future of CA's Field Act - Seismic Safety for Public Schools -Reply, Tim McCormick
- Re: 10d nails for plywood sheathing, Robert Kazanjy
- Metal Decks and powder actuated fasteners., La Count, Curt
- Re: WELCOME, Lew Midlam
- RE: Future of CA's Field Act - Seismic Safety for PublicSchools, Rick Becker
- Re: WELCOME, Shafat Qazi
- Re: Future of CA's Field Act - Seismic Safety for Public Schools, robert0
- Re: Future of CA's Field Act - Seismic Safety for PublicSchools -Reply, Rlfong
- RE: 3/8" Plywood shear values on metal studs., Dennis Wish
- RE: WELCOME, Dennis Wish
- email, Mark D. Baker
- Re: Future of CA's Field Act - Seismic Safety for Public Schools, TVDEsq
- Re: Future of CA's Field Act - Seismic Safety for Public Schools, raranous
- Re:seaint Digest for 13 Jul 1998, Bruce Hopper
- Placing Concrete in Vault, Sleiman Serhal
- Assumed, jerome . tan
- Re: Placing Concrete in Vault, P.Rajendran
- Potential Corrosion of Pipe Piles, James F Fulton
- Re: Placing Concrete in Vault, Parkerres
- Re: Future of CA's Field Act - Seismic Safety for Public Schools -Reply, Tim McCormick
- RE: Anthropology accepted, Kathleen A. O'Brien
- Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: Cakes are round, Pie are square, MJSLAYSMAN
- FW: Cakes are round, Pie are square, Estes, Kent R.
- RE: Cakes are round, Pie are square, John Cannon Jones
- RE: Cakes are round, Pie are square, Dan Vines
- RE: Cakes are round, Pie are square, Bill Polhemus
- RE: Cakes are round, Pie are square, John Cannon Jones
- RE: Cakes are round, Pie are square, Dan Vines
- HUMOR: Re: Cakes are round, Pie are square, Rlfong
- RE: Cakes are round, Pie are square, Bill Polhemus
- RE: HUMOR: Re: Cakes are round, Pie are square, Dan Vines
- Re: HUMOR: Re: Cakes are round, Pie are square, AJ Ginsburg
- RE: Cakes are round, Pie are square, Charles Greenlaw
- RE: Cakes are round, Pie are square, Nick Arenson
- Cakes are round, Pie are square, Roger Turk
- RE: Cakes are round, Pie are square, Dennis Wish
- RE: Cakes are round, Pie are square, Bill Allen, S.E.
- RE: Cakes are round, Pie are square, Bill Allen, S.E.
- RE: Powder Actuated Fasteners, Rick . Drake
- Re: Cakes are round, Pie are square, nmends
- RE: Cakes are round, Pie are square, Bill Allen, S.E.
- RE: Cakes are round, Pie are square, Bill Allen, S.E.
- Re: Cakes are round, Pie are square, jerome . tan
- RE: Enercalc Reinforced Concrete Beam design, Joseph Harouni
- Re: Placing Concrete in Vault, Peter Paul De Vere
- ANYONE USING CALCOMP 3036M PEN PLOTTER, TahirQ
- Re: Cakes are round, Pie are square, dahil01
- Re: 3/8" Plywood shear values on metal studs., Tjb5424744
- Re: 3/8" Plywood shear values on metal studs., Tjb5424744
- Re: Cakes are round, Pie are square, Ricardo Rafael Hernandez
- Re: Future of CA's Field Act - Seismic Safety for PublicSchools -Reply, Tjb5424744
- L in deflection criteria, MRodrig273
- Re: Cakes are round, Pie are square, Parkerres
- Re:seaint Digest for 14 Jul 1998, Bruce Hopper
- Re: Placing Concrete in Vault, Sleiman Serhal
- Re: Placing Concrete in Vault, Parkerres
- Re[2]: Cakes are round, Pie are square, jerome . tan
- Re: L in deflection criteria, jerome . tan
- RE: Cakes are round, Pie are square, Trobridge, Bruce
- RE: Enercalc Reinforced Concrete Beam design, Bill Allen, S.E.
- FW: Wisconsin, La Count, Curt
- FW: Wisconsin, La Count, Curt
- Plywood shear wall, nailing, deflection, Szuchuan Chang
- Salary Information, Freilinger, Shawn W
- Salary Information -Reply, Abe Knapp
- RE: Enercalc Reinforced Concrete Beam design, Bill Allen, S.E.
- RE: Salary Information, John Cannon Jones
- RE: Enercalc Reinforced Concrete Beam design, Christopher Wright
- L in deflection criteria, Roger Turk
- Re: Cakes are round, Pie are square, MSSROLLO
- Please Remove my name, Marjorie Jones
- Re: Cakes are round, Pie are square, MSSROLLO
- RE: Cakes are round, Pie are square, Bill Polhemus
- remove name, JLocke9
- Misnomer, Glenn Otto
- Re: Dens-glas shear walls, Baldridge & Associates Structural Engineering, Inc.
- RE: Misnomer, Bill Polhemus
- RE: Misnomer, Bill Allen, S.E.
- Re: Misnomer, nmoore
- Re: ANYONE USING CALCOMP 3036M PEN PLOTTER, Robert Kazanjy
- Re: ANYONE USING CALCOMP 3036M PEN PLOTTER, Robert Kazanjy
- Probable Maximum Loss info, TB
- Re: Probable Maximum Loss info, Shafat Qazi
- Re :Cakes are round, Pie are square, K. Hemmatyar
- Re:Probable Maximum Loss info, Brandon Erickson
- RE: Misnomer, Powers, Tony
- Re: Misnomer, Robert McGhie
- Re: Misnomer, MJSLAYSMAN
- RE: Misnomer, Bill Allen, S.E.
- Re: Misnomer, Joseph Murar
- RE: Misnomer, Bill Allen, S.E.
- RE: Misnomer, Robert McGhie
- RE: Future of CA's Field Act - Seismic Safety for Public Schools, Drew A. Norman, S.E.
- Fw: (Fwd) Horrifying sex attacks during riots "hushed, Wira Tjong
- [Fwd: Donation for May Atrocities in Indonesia (7/7/98)], Wira Tjong
- Re: Misnomer, Glenn Otto
- Re: Misnomer, ErnieNSE
- Colorado Engineering, Dlgochnaur
- Humor(lighten up), Glenn Otto
- Civil Engineering Newsgroup, P.Rajendran
- Re: Civil Engineering Newsgroup, MSSROLLO
- OTTO & Shafat, Ricardo Rafael Hernandez
- Re: OTTO & Shafat, Glenn Otto
- Re: Humor(lighten up), TBCoull
- Re: Salary Information, RDAHLMANN
- RE: OTTO & Shafat, Bill Allen, S.E.
- RE: Misnomer, nmoore
- Re: Misnomer, dahil01
- Welded Steel Tanks - Seismic Design, Glenn Otto
- Metal Deck Diaphragms with Self-Drilling Screws, dahil01
- Re: OTTO & Shafat, Charles Greenlaw
- Re: OTTO & Shafat, Shafat Qazi
- The purpose of this server, Karen12959
- Re[2]: OTTO & Shafat, jerome . tan
- Re: Shafat & the listserv, Baldridge & Associates Structural Engineering, Inc.
- Re: Plywood shear wall, nailing, deflection, Mlcse
- Re: OTTO & Shafat, Robert McGhie
- Re: Probable Maximum Loss info, FEMCCLURE
- misnomer, Gil R. Monsalud
- Re: The purpose of this server, FEMCCLURE
- Open Letter to Shafat Qazi, Internet Administrator, FEMCCLURE
- Seismic Safety for University of California Buildings, FEMCCLURE
- Re: The purpose of this server, Lew Midlam
- Re: Humor, Rob Stevens
- Re: Welded Steel Tanks - Seismic Design, LibertyEng
- Kate O'Brien, Bill Allen and Open Letter to Shafat Qazi, Karen12959
- Re: Shafat & the listserv, Christopher Wright
- Re: Metal Deck Diaphragms with Self-Drilling Screws, NRoselund
- Re: Plywood shear wall, nailing, deflection, Szuchuan Chang
- RE: Welded Steel Tanks - Seismic Design, Harold Sprague
- Re: OTTO & Shafat -Reply, Tim McCormick
- Re: Metal Deck Diaphragms with Self-Dril, Roger Turk
- [Fwd: (no subject)], Tom Chiu
- RE: Metal Deck Diaphragms with Self-Dril, Bill Allen, S.E.
- RE: Metal Deck Diaphragms with Self-Dril, Rick Becker
- Re: OTTO & Shafat -Reply, ErnieNSE
- Shear Wall Table, DKHATRI
- Re: Licenses in other States, hsassi
- Re: OTTO & Shafat -Reply, Shafat Qazi
- Re: OTTO & Shafat -Reply, Bruce Shephard
- Re: Open Letter to Shafat Qazi, Internet Administrator, Shafat Qazi
- RE: OTTO & Shafat -Reply, Bill Allen, S.E.
- Re: OTTO & Shafat -Reply, hsassi
- Open message to Shafat, Rick Becker
- Re: Licenses in other States, Baldridge & Associates Structural Engineering, Inc.
- Re: Open message to Shafat, Baldridge & Associates Structural Engineering, Inc.
- RE: Licenses in other States, Habaradas, Tony
- RE: Licenses in other States, Bill Allen, S.E.
- Re: Licenses in other States, Dlgochnaur
- wood adhesives, Mark A. Scott
- RE: Wisconsin, Caldwell, Stan
- Updated FAQ for SEAInt, Shafat Qazi
- API 650 & Stainless Steel, MSSROLLO
- Re: Powder Actuated Fasteners, MSSROLLO
- Re: OTTO & Shafat -Reply, Stan J
- Re: wood adhesives, John Rose
- Re: Wood Beam repair, ASLCSE
- Re: Welded Steel Tanks - Seismic Design, Fasandu
- RE: Misnomer, Dennis Wish
- Re: wood adhesives / GLB cracks, Harris3803
- Re: Wood Beam repair, Roger Turk
- RE: OTTO & Shafat -Reply, Dennis Wish
- FW: Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: Cakes are round, Pie are square, Kathleen A. O'Brien
- RE: Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: HUMOR: Re: Cakes are round, Pie are square, Kathleen A. O'Brien
- RE: Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: Licenses in other States, RDAHLMANN
- Re: Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: Cakes are round, Pie are square, Kathleen A. O'Brien
- Re: wood adhesives / GLB cracks, Bdpooley
- Re[2]: Cakes are round, Pie are square, Kathleen A. O'Brien
- HELLO !!!!!!!!!!!!, BD2PE
- Humor(lighten up), Kathleen A. O'Brien
- Re: Shafat & the listserv, Kathleen A. O'Brien
- Kate O'Brien, Bill Allen and Open Letter to Shafat Qazi, Kathleen A. O'Brien
- Re: OTTO & Shafat -Reply, Kathleen A. O'Brien
- Re: Wood Beam repair, Bdpooley
- Re: Misnomer, Kathleen A. O'Brien
- RE: OTTO & Shafat -Reply, BCainse
- Test please delete, Shafat Qazi
- Your bidding the SEAOC List Sever farewell., FEMCCLURE
- Test 2 Please Delete, Shafat Qazi
- Re: The purpose of this server, Rlfong
- Re: Shear Wall Table, LGSEA
- Cold-Formed Steel Design Seminar, LGSEA
- RE: Misnomer, Dan Vines
- fluff, Charlie Carter
- Please stop already, RonR908326
- PE Exam, Trobridge, Bruce
- Design criteria in China, donn wooldridge
- RE: PE Exam, John Cannon Jones
- RE: API 650 & Stainless Steel, Harold Sprague
- RE: Seminar Announcement - Engineers, Dan Vines
- RE: API 650 & Stainless Steel, Bill Bruin
- Re: Wood Beam repair, ASLCSE
- adios, BVeit
- Re: OTTO & Shafat -Reply, nmends
- Re: fluff, Tamara Watters
- Re: Shafat & the listserv, nmends
- RE: API 650 & Stainless Steel, Harold Sprague
- RE: Shafat & the listserv, Bill Allen, S.E.
- Re: Open message to Shafat, Rob Stevens
- Re: Posts to the List, Rob Stevens
- RE: Please stop already, Dennis Wish
- Feedback regarding Enercalc Reinforced Concrete Beam design, John Armijo
- USGS Report Jul 17 1998, Shafat Qazi
- ENGINEERING TOPIC - AISC ASD 1989, Stan J
- Re: OTTO & Shafat -Reply, MSSROLLO
- Re: [Fwd: Donation for May Atrocities in Indonesia (7/7/98)], Raghu Pendyala
- Code for Thought, FredT5
- AutoCAD R14 question, Laura Kannady
- RE: AutoCAD R14 question, Bill Allen, S.E.
- RE: AutoCAD R14 question, Bill Allen, S.E.
- [no subject], Linda Hunter
- HP48G/GX RC design programs and jokes, ALEX C. NACIONALES
- RE: AutoCAD R14 question -Reply, Joshua M. Marrow
- Re: AutoCAD R14 question, Michael Donoghue
- [no subject], Wood, Chris
- Code for Thought, Roger Turk
- RE:, Bill Allen, S.E.
- RE:, Powers, Tony
- Re: L in deflection criteria, Bill Sherman
- Re: Code for Thought, Charles Greenlaw
- Re: L in deflection criteria, ErnieNSE
- Re: L in deflection criteria, Roger Turk
- potential solution to joke problem pls read & comment, Baldridge & Associates Structural Engineering, Inc.
- Re: Please stop already, BD2PE
- hoping you'll change your mind, Sandy Pringle
- Re: Shafat & the listserv, Lynn
- Re: Shafat & the listserv, Lynn
- Re:PE Exam, baltarj
- Re: potential solution to joke problem pls read & comment, Phil Hodge
- Re: potential solution to joke problem pls read & comment, ASICHQ
- Re: potential solution to joke problem pls read & comment, Patrick J. Quinn
- Design criteria in China, R.D.McConnell
- Re: Shafat & the listserv, Christopher Wright
- Re: Please stop already, Sassan Parhizgari
- Re: potential solution to joke problem pls read & comment, Sassan Parhizgari
- hoping you'll change your mind -Reply, Tim McCormick
- Re: Code for Thought, Robert J Bossi
- AutoCAD DWF files, Bill Allen, S.E.
- Re: potential solution to joke problem pls read & comment, ErnieNSE
- Re: Design criteria in China, donn wooldridge
- RE: [Fwd: Donation for May Atrocities in Indonesia (7/7/9, Wira Tjong
- Seeking Employment in Southern California, B D Pham
- Re: potential solution to joke problem pls read & comment, Stan J
- Can we vote?, K. Hemmatyar
- HUMOR: microsoft humor, -=maura=-
- HUMOR: microsoft humor, Roger Turk
- Another suggested resolution to the joke problem, Dennis Wish
- Re: L in deflection criteria, GRileyPE
- SEAOC Board Meeting 7/18/98 - MemberSE's & MemberCE's voting, CPCseaoc
- Learning seismic analysis and design procedures using problem set examples., FEMCCLURE
- just another dirty joke, Gil R. Monsalud
- Re: potential solution to joke problem pls read & comment, Mohammad Abu Awwad
- just another engineering joke, Gil R. Monsalud
- Load combinations for retaining wall, Jeff Smith
- Re: potential solution to joke problem pls read & comment, Steve Privett
- Re: Learning seismic analysis and design procedures using pr, jerome . tan
- Re: potential solution to joke problem pls read & comment, Shafat Qazi
- Philosophical Discussion, raranous
- RE: Philosophical Discussion, Bill Allen, S.E.
- Re: Philosophical Discussion, Charles Greenlaw
- Re: HUMOR: microsoft humor, Charley Hamilton
- Steel - Hot Dip Galvanizing, CanitzCF
- RE: Philosophical Discussion, Bill Allen, S.E.
- Re: Philosophical Discussion/Tsunami, Baldridge & Associates Structural Engineering, Inc.
- Re[2]: L in deflection criteria, jerome . tan
- Re: Steel - Hot Dip Galvanizing, Brian Reese
- Re: Learning seismic analysis and design procedures using pr, FEMCCLURE
- Wind Speeds for design wind pressures, Allan Hickey
- RE:, Wood, Chris
- Re: Load combinations for retaining wall, Barry H. Welliver
- Re: AutoCAD R14 question - THANKS!, Laura Kannady
- Re: Steel - Hot Dip Galvanizing, Rob Stevens
- Re: Seeking Employment in Southern California, Tamara Watters
- RE: Wind Speeds for design wind pressures, Canitz, Charles F NAB02
- RE: Steel - Hot Dip Galvanizing, TRYAN
- RE: Steel - Hot Dip Galvanizing, Harold Sprague
- Re: potential solution to joke problem pls read & comment, William Kirkham
- Re: Steel - Hot Dip Galvanizing, Charlie Carter
- Re: Seeking Employment in Southern California, Linda Hunter
- RE: Seeking Employment in Southern California, Rick Becker
- RE: Wind Speeds for design wind pressures, Harold Sprague
- Re: L in deflection criteria, Roger Turk
- Steel - Hot Dip Galvanizing, Roger Turk
- RE: AutoCAD DWF files, Robert Grandmaison
- Re: Code for Thought, Robert J Bossi
- RE: Philosophical Discussion, Harold Sprague
- RE: AutoCAD DWF files, Bill Allen, S.E.
- RE: Deflection Crteria, Mark A. Scott
- RE: AutoCAD DWF files, Roger Turk
- Re: Wind Speeds for design wind pressures, Michael Donoghue
- Sloshing in rectangular tanks, Constantine Shuhaibar
- Concrete Boat Ramps, Pat Bachman
- RE: AutoCAD DWF files, Caldwell, Stan
- Steel - Hot Dip Galvanizing -Reply, John Armijo
- Re: Concrete Boat Ramps, William Kirkham
- RE: Sloshing in rectangular tanks, Harold Sprague
- SEAOSC v. SEAOC, Bill Allen, S.E.
- Re: SEAOSC v. SEAOC, Lynn
- Re: SEAOSC v. SEAOC, Shafat Qazi
- Jobs: Design Engineer Position Open, Hess Engineering Inc.
- RE: AutoCAD DWF files, Roger Turk
- RE: SEAOSC v. SEAOC, Caldwell, Stan
- RE: AutoCAD DWF files, Caldwell, Stan
- Re: Sloshing in rectangular tanks, "9522640 주영규"
- RE: AutoCAD DWF files, Bill Allen, S.E.
- [no subject], Linda Hunter
- Re: potential solution to joke problem pls read & comment, nmends
- RE: SEAOSC v. SEAOC, Bill Allen, S.E.
- Concrete Boat Ramps, Curtis Fortenberry
- RE: SEAOSC v. SEAOC, Shafat Qazi
- Re: Sloshing in rectangular tanks, T
- Re: Steel - Hot Dip Galvanizing -Reply, CanitzCF
- Re: SEAOSC v. SEAOC, Ron Hamburger
- Re[2]: SEAOSC v. SEAOC, jerome . tan
- Re: SEAOSC v. SEAOC, Shafat Qazi
- RE: SEAOSC v. SEAOC, Bill Allen, S.E.
- Goodbye, Arvel L. Williams, P.E.
- RE: SEAOSC v. SEAOC, Ron Hamburger
- RE: SEAOSC v. SEAOC, Bill Allen, S.E.
- Re: Sloshing in rectangular tanks, Bruce Shephard
- [no subject], D.Fernando Quiroga
- RE:, Bill Allen, S.E.
- Tortional effects from windloading, MRodrig273
- RE: SEAOSC v. SEAOC, Dennis Wish
- seismic loads on post tensioned conc parking structures, Baldridge & Associates Structural Engineering, Inc.
- Re: SEAOSC v. SEAOC, Barry H. Welliver
- Bylaws-(Regarding Dues), Barry H. Welliver
- Re: Concrete Boat Ramps, Rob Stevens
- Gentlemen,, V Peter Lalas
- RE: Sloshing in rectangular tanks, Glenn Otto
- Re: Concrete Boat Ramps, Michael Donoghue
- Bridge loading, Trobridge, Bruce
- RE: Bridge loading, Serroels, Chris/SAC
- RE: Bridge loading, Bill Polhemus
- still another engineering joke, Gil R. Monsalud
- Re: Bridge loading, dmayo
- RE: Sloshing in rectangular tanks, Harold Sprague
- Sloshing in rectangular tanks, Brian Kehoe
- Re: Bridge loading, tcumming
- SEAOC vs SEAOSC, Williston Warren IV
- RE: SEAOSC v. SEAOC, Dennis Wish
- List suspension - in defense of Wildwoman, Dennis Wish
- SEAOC vs SEAOSC PS, Williston Warren IV
- ASTM A15-39 Intermediate Grade, Nguyen, John
- RE: List suspension - in defense of Wildwoman, Dan Vines
- Ron Hamburger's comments on SEAOC vs SEAOSC, Williston Warren IV
- seismic criteria, Jim Hester
- RE: List suspension - in defense of Wildwoman, Nick Arenson
- RE: ASTM A15-39 Intermediate Grade, Harold Sprague
- RE: List suspension - in defense of Wildwoman, Bill Polhemus
- RE: List suspension - in defense of Wildwoman, Caldwell, Stan
- Re: SEAOSC v. SEAOC, SEAOSC
- RE: List suspension - in defense of Wildwoman, Shafat Qazi
- To All List members, Dennis Wish
- RE: List suspension - in defense of Wildwoman, Dennis Wish
- RE: List suspension - in defense of Wildwoman, Bill Polhemus
- Re: list volume, Randy Vogelgesang
- Re: Tortional effects from windloading, Tjb5424744
- Re: List suspension - in defense of Wildwoman, Tjb5424744
- RE: List suspension - in defense of Wildwoman, Dennis Wish
- RE: List suspension - in defense of Wildwoman, Robert McGhie
- Re: List suspension - in defense of Wildwoman, Juan C. Gray
- Re: To All List members, Edwin Schmeckpeper
- RE: List suspension - in defense of Wildwoman, Caldwell, Stan
- RE: Sloshing in rectangular tanks, Mike Ritter
- Wildwoman1 Suspension, Roger Turk
- Re: SEAOSC v. SEAOC, ASLCSE
- Re: SEAOSC v. SEAOC, ASLCSE
- Re: List suspension - in defense of Wildwoman, Steve Privett
- Re: List suspension - in defense of Wildwoman, Shafat Qazi
- To All List members, Lynn
- RE: AutoCAD DWF files (DOS is not dead), Hess Engineering Inc.
- Re: List suspension - in defense of Wildwoman, Shafat Qazi
- Re: SEAOSC v. SEAOC, DPol654582
- RE: To All List members, Bill Allen, S.E.
- RE: SEAOSC v. SEAOC, Bill Allen, S.E.
- RE: AutoCAD DWF files (DOS is not dead), Roger Turk
- Re: Bridge loading, nmends
- RE: AutoCAD DWF files (DOS is not dead), Bill Allen, S.E.
- List suspension - in defense of Shafat, ErnieNSE
- Re: List suspension - in defense of Wildwoman, MJSLAYSMAN
- RE: To All List members and Wildwoman, Harold Sprague
- Re: SEAOSC v. SEAOC, ErnieNSE
- RE: List suspension - in defense of Wildwoman, Dennis Wish
- Re: To All List members, Lynn
- RE: List suspension - in defense of Wildwoman, Shafat Qazi
- Re: List suspension - in defense of Wildwoman, Lynn
- question limitations of vibrations in Footbridges, Cesar Freddy Gil
- Re: List suspension - in defense of Shafat, Bruce Shephard
- RE: SEAOSC v. SEAOC, Dennis Wish
- Re: question limitations of vibrations in Footbridges, Baldridge & Associates Structural Engineering, Inc.
- RE: List suspension - in defense of Wildwoman, Dennis Wish
- RE: List suspension - in defense of Wildwoman, Bill Allen, S.E.
- Re: List suspension - in defense of Wildwoman, RDAHLMANN
- List suspension - in defense of Qazi, Szuchuan Chang
- Newsgroups and Poor Behavior, CarlS95
- Shafat--Whatever happened to the Chat Group?, CarlS95
- RE: Shafat--Whatever happened to the Chat Group?, Dennis Wish
- Filtering Out Offensive Comments, CarlS95
- Re: SEAOSC v. SEAOC, Yank2002
- Amazing ...., Yank2002
- Re: List suspension - in defense of Wildwoman, P.Rajendran
- RE: SEAOC Listserve, Partrick, Ted
- FW: seismic loads on post tensioned conc parking structures, Kravets, Pavel
- HUMOR: Computer terms LOL, Mullen, Corey G.
- This list is out of control, Scott Funderburk
- PSD from response spectra, Christopher Wright
- remove my name, David Hernández
- Remove my name, mohamadt
- Re: To All List members, David Carpenter
- RE: Shafat--Whatever happened to the Chat Group?, Bill Allen, S.E.
- Bolt Pre-Tensioning, Dan Huntington
- RE: Bolt Pre-Tensioning, Robert Rollo
- Re: PSD from response spectra, Dr. Ravi Sinha
- Seismic Criteria - Reply, Brian Kehoe
- RE: Newsgroups and Poor Behavior, Rick Becker
- Re: Bolt Pre-Tensioning, Charlie Carter
- Bridge Design Programs, Eddie Gonzalez
- RE: List suspension - in defense of Wildwoman, Horning, Dick/CVO
- Re: Bolt Pre-Tensioning, Lew Midlam
- Listserver posting, Brian Kehoe
- Re: Bolt Pre-Tensioning, Christopher Wright
- RE: METAL ROOF ON EXIST. METAL ROOF, STEVE BIAN
- So long., Charlie Carter
- RE: Bolt Pre-Tensioning, Horning, Dick/CVO
- RE: To All List members, Robert Grandmaison
- RE: Bolt Pre-Tensioning, Harold Sprague
- Modernizing The List, Brent Koch
- Bolt Pre-Tensioning, Roger Turk
- Re: Bolt Pre-Tensioning, Glenn Otto
- Re: METAL ROOF ON EXIST. METAL ROOF, Lew Midlam
- RE: Modernizing The List, Bill Allen, S.E.
- IMPORTANT - PLEASE READ, Shafat Qazi
- RE: Not Intended to Offend, Dennis Wish
- RE: Listserver posting, Dennis Wish
- RE: SEAOSC v. SEAOC, Dennis Wish
- Ply Metal Tek Screws, Bill Allen, S.E.
- RE: IMPORTANT - PLEASE READ, Dennis Wish
- Simpson Strongwall Question, Dennis Wish
- Filters, Paul G. Adams
- Re: Modernizing The List, Randy Vogelgesang
- bolt pre-tensioning, Kravets, Pavel
- Please remove my name, Wen-Hsiung Lin
- SUGGESTION: WWWBoard (Shafat please read), Hess Engineering Inc.
- Re: IMPORTANT - PLEASE READ, ErnieNSE
- RE: IMPORTANT - PLEASE READ, Shafat Qazi
- Remove, mohamadt
- FEMA Publications, Constantine Shuhaibar
- Re: FEMA Publications, Shafat Qazi
- SPACE GASS, ITS Pty Ltd
- Re: question limitations of vibrations in Footbridges, nmends
- Re: List suspension - in defense of Wildwoman, nmends
- RE: FEMA Publications, Bill Cain, S.E.
- vortex shedding, Juan Enrique Justo
- Re: List suspension - in defense of Wildwoman, Bob Shilling
- Re: vortex shedding, Charley Hamilton
- lleave, DAVID N. MARTIN, P.E
- Tlilt Up Chord Detail, Smikeng
- Re: Simpson Strongwall Question, Mlcse
- Re: SEAOSC v. SEAOC, dahil01
- Re: List suspension - in defense of Wildwoman, dahil01
- Re: Bridge Design Programs, Fasandu
- Re: SPACE GASS, T
- please remove me from your listing, gerald caraig
- Good Bye, Sergio Antonio Cortez Deras
- RE: SPACE GASS, ITS Pty Ltd
- Key Location in cant. retain. walls., rwhitsel
- Re: Simpson Strongwall Question, JAA
- Re: Ply Metal Tek Screws, NRoselund
- Re: Simpson Strongwall Question, JAA
- RE: Simpson Strongwall Question, Steve Pryor
- RE: Simpson Strongwall Question, Steve Pryor
- Re: Tlilt Up Chord Detail, edward g. li
- Re: Key Location in cant. retain. walls., jerome . tan
- Re: FEMA Publications, Claret Heider
- Re: Bridge Design Programs, KHYBERS
- RE: Remove, Samir
- GOOD BYE!, Scott Funderburk
- Re: SPACE GASS, MSSROLLO
- Errata for the 1997 NEHRP Recommended Provisions, Claret Heider
- Structural Analysis Software Wish List, MSSROLLO
- RE: SPACE GASS, Robert Rollo
- Re: SPACE GASS, MSSROLLO
- Re: vortex shedding, Christopher Wright
- Remove, mohamadt
- RE: SPACE GASS, Christopher Wright
- RE: SPACE GASS, Lorne Lapham
- RE: SPACE GASS, Lorne Lapham
- Re: SPACE GASS, T
- RE: SPACE GASS, William Kirkham
- RE: SPACE GASS, Harold Sprague
- Key Location in cant. retain. walls., Roger Turk
- FEMA Publications, Roger Turk
- RE: FEMA Publications, Roger Turk
- RE: FEMA Publications, Bill Cain, S.E.
- RE: seaint Digest for 22 Jul 1998, Partrick, Ted
- clamp force reduc. not bolt tension increase, Majid Sarraf
- Re: pretensioned bolts, Bill Sherman
- RE: seaint Digest for 22 Jul 1998, Christopher Wright
- RE: SPACE GASS, Wood, Chris
- Re: Illinois SE vs. PE, Walkleypa
- RE: Illinois SE vs. PE, Harold Sprague
- RE: Illinois SE vs. PE, Wood, Chris
- Re: Tlilt Up Chord Detail, NRoselund
- Re: Tsunami Design, Bill Sherman
- ACAD-using "stacked fractions", MSSROLLO
- Re: ACAD-using "stacked fractions" - try SIMFRAC font, Baldridge & Associates Structural Engineering, Inc.
- RE: seaint Digest for 22 Jul 1998, Majid Sarraf
- Re: Key Location in cant. retain. walls., Steve Privett
- ACAD-using "stacked fractions" -Reply, John Armijo
- RE: ACAD-using "stacked fractions", Brent Koch
- RE: Key Location in cant. retain. walls., Brent Koch
- Re[2]: SPACE GASS, jerome . tan
- ASD and LRFD (was Re: SPACE GASS), Ray A. Pixley
- Re: Errata for the 1997 NEHRP Recommended Provisions, Structec
- Re: 3/8" Plywood shear values on metal studs., Dgmurphy
- ASD and LRFD (was Re: SPACE GASS), Roger Turk
- NEW LIST SERVER, Shafat Qazi
- Re: FW: seismic loads on post tensioned conc parking structures, GRileyPE
- Re: SPACE GASS, dahil01
- Re: Key Location in cant. retain. walls., dahil01
- Re: FW: seismic loads on post tensioned conc parking structures, Bisarya
- Re: Simpson Strongwall Question, JAA
- Re: Key Location in cant. retain. walls., Sleiman Serhal
- Re: Errata for the 1997 NEHRP Recommended Provisions, Claret Heider
- RE: Key Location in cant. retain. walls., Trobridge, Bruce
- High Strength Bolts Requiring Full Pretensioning, Rick . Drake
- Re: Key Location in cant. retain. walls., Fountain Conner
- RE: High Strength Bolts Requiring Full Pretensioning, Harold Sprague
- RE: NEW LIST SERVER, Dennis Wish
- RE: FEMA Publications, Evan . Jorgensen
- RE: FEMA Publications, Bill Allen, S.E.
- RE: Illinois SE vs. PE, Williston Warren IV
- I do not understand ...., Karen12959
- Re: Errata for the 1997 NEHRP Recommended Provisions, aaron
- World Structural Engineers Conference in San Francisco, MRodrig273
- RE: I do not understand ...., Dennis Wish
- Re: World Structural Engineers Conference in San Francisco, Tara C. Hutchinson
- Re: SPACE GASS, Brian K. Smith
- Re: Illinois SE vs. PE, gao
- RE: I do not understand ...., Dan Vines
- Re: I do not understand ...., Shafat Qazi
- RE: Space Gass - Visual Analysis, Dave Morris
- RE: Space Gass - Visual Analysis, Horning, Dick/CVO
- RE: Space Gass - Visual Analysis -Reply, Abe Knapp
- Re: Space Gass - Visual Analysis, Brian K. Smith
- Re: Key Location in cant. retain. walls., ErnieNSE
- Re: Space Gass - Visual Analysis, Fountain Conner
- RE: Space Gass - Visual Analysis, Bill Allen, S.E.
- Re: AutoCAD DWF files (DOS is not dead), MSSROLLO
- Geology List-Server, Yank2002
- Re: AutoCAD DWF files (DOS is not dead), Roger Turk
- Seismic Zone 4 vs Richter Magnitude Number, Karen12959
- Concrete Boat Ramps, Michael Davis
- Re[2]: NEW LIST SERVER, jerome . tan
- Re[2]: Space Gass - Visual Analysis, jerome . tan
- Re: Seismic Zone 4 vs Richter Magnitude Number, Ron Hamburger
- Re: NEW LIST SERVER, Celso Mendoza
- Re: Simpson Strongwall Question, P.Rajendran
- Re: vortex shedding, P.Rajendran
- Perpetual (Continuing Forever) Student, FEMCCLURE
- Re: vortex shedding, Fountain Conner
- point load vs. effective width, qwu1
- Non-shrinkage Grout Vs. Pull-out strength, qwu1
- RE: point load vs. effective width, John Cannon Jones
- R.R. of Tilt-Up Wall's W/ openings, rwhitsel
- More on vortex shedding, Fountain Conner
- RE: point load vs. effective width, Alex C. Nacionales
- Re: Simpson Strongwall Question, MRodrig273
- SE Exam Course, qwu1
- point load vs. effective width, Roger Turk
- Re: point load vs. effective width, Juan Tamasco
- Re: More on vortex shedding, Juan Enrique Justo
- Re: SE Exam Course, Structec
- Re: vortex shedding, RoyLevy
- Re: point load vs. effective width, Sleiman Serhal
- Re: Key Location in cant. retain. walls., Sleiman Serhal
- RE: vortex shedding, Horning, Dick/CVO
- Re: SE Exam Course, TanerJ
- RE: Non-shrinkage Grout Vs. Pull-out strength, Habaradas, Tony
- Re: Non-shrinkage Grout Vs. Pull-out strength, COEngineer
- R: Remove, Nicola CAGNAZZI
- RE: point load vs. effective width, ITSEKSON SASHA
- LRFD vs ASD, Tjb5424744
- SPACE GASS - Thanks, ITS Pty Ltd
- Re: LRFD vs ASD, Christopher Wright
- Tilt-up wall Anchorage: 97 UBC, Lynn
- LRFD, ASD, and USD, CarlS95
- RE: LRFD, ASD, and USD, Bill Allen, S.E.
- Re: LRFD, ASD, and USD, jerome . tan
- Re: LRFD, ASD, and USD, Charles Greenlaw
- Fw: LRFD, ASD, and USD, T. Eric Gillham
- RE: Bridge Design Programs, Dustin Ong
- RE: LRFD, ASD, and USD, John Cannon Jones
- Re: vortex shedding, Fountain Conner
- Re: LRFD vs ASD -Reply, Jeff Franklin
- Re: LRFD vs ASD, Bill Sherman
- Re: Key Location in cant. retain. walls. -Reply, Jeff Franklin
- RE: LRFD, ASD, and USD, Alex C. Nacionales
- RE: LRFD, ASD, and USD, Vines, Sherman
- Re: LRFD, ASD, and USD, Brian K. Smith
- Re: Tilt-up wall Anchorage: 97 UBC, Bill Sherman
- Re: LRFD, ASD, and USD, Roger Turk
- Fw: LRFD, ASD, and USD, Roger Turk
- RE: LRFD, ASD, and USD, Bill Allen, S.E.
- COMP: Software Wish List, Bill Allen, S.E.
- Re: LRFD vs ASD, Patrick Rodgers
- Stainless Steel Bolts, Wood, Chris
- Re: LRFD, ASD, and USD, RoyLevy
- RE: LRFD, ASD, and USD, Roger Turk
- Re: Stainless Steel Bolts, Robert Kazanjy
- RE: LRFD, ASD, and USD, Bill Allen, S.E.
- RE: LRFD, ASD, and USD, Michael Davis
- FW: LRFD, ASD, and USD, Kravets, Pavel
- RE: LRFD, ASD, and USD, Horning, Dick/CVO
- RE: Concrete Crack Width, Harold Sprague
- FW: Structural Analysis Software Wish List, ITSEKSON SASHA
- RE: Stainless Steel Bolts, Harold Sprague
- RE: COMP: Software Wish List, Horning, Dick/CVO
- RE: Structural Analysis Software Wish List, Joe Deppe
- RE: COMP: Software Wish List, Joe Deppe
- Building Modeling w/ underground levels, Eddie Gonzalez
- CODE: ACI 530-88, Bill Allen, S.E.
- FASTENERS: Plymetal Teks, Bill Allen, S.E.
- RE: Concrete Crack Width, Roger Turk
- RE: CODE: ACI 530-88, Horning, Dick/CVO
- FW: LRFD, ASD, and USD, Roger Turk
- [no subject], Mark Florence
- RE: CODE: ACI 530-88, Bill Allen, S.E.
- RE: CODE: ACI 530-88, Horning, Dick/CVO
- RE: Concrete Crack Width, Harold Sprague
- Re: FASTENERS: Plymetal Teks, Mike Brown
- Re: LRFD, ASD, and USD, horacio banchero
- RE: FASTENERS: Plymetal Teks, Bill Allen, S.E.
- Fw: LRFD, ASD, and USD, T. Eric Gillham
- Re: Stainless Steel Bolts, Bill Sherman
- Re: point load vs. effective width, Bill Sherman
- Re: crack control, Bill Sherman
- RE: LRFD, ASD, and USD, Bill Allen, S.E.
- Re: LRFD vs ASD, Fountain Conner
- CODE: ACI 530-88, Roger Turk
- RE: COMP: Software Wish List, ITS Pty Ltd
- RE: LRFD, ASD, and USD, Bill Allen, S.E.
- Re: Fw: LRFD, ASD, and USD, jerome . tan
- Re: point load vs. effective width, NRoselund
- Re: crack control, NRoselund
- Re: FASTENERS: Plymetal Teks, Bill Garrett
- modeling of 3d-frame with shearwall, Siamak Komaie
- Re: LRFD, ASD, and USD, dahil01
- More ASD, LRFD, USD, CarlS95
- RE: COMP: Software Wish List, Dennis Wish
- Commercial Construction Standards, Dennis Wish
- Fw: LRFD, ASD, and USD, T. Eric Gillham
- Re: FW: seismic loads on post tensioned conc parking structures, ASLCSE
- sign off, gao
- My personal Software "Wish" list, Dennis Wish
- RE: COMP: Software Wish List, Dennis Wish
- RE: FASTENERS: Plymetal Teks, Dennis Wish
- Re: modeling of 3d-frame with shearwall, jerome . tan
- Heating mat in concrete slab, Jerry King
- Re: remove, dmayo
- Re: remove, M. Ayub Iqbal.
- RE: Heating mat in concrete slab, Harold Sprague
- Re: Heating mat in concrete slab, raranous
- Re: Commercial Construction Standards, raranous
- Re: My personal Software "Wish" list, Christopher Wright
- RE: More ASD, LRFD, USD, Harold Sprague
- RE: FASTENERS: Plymetal Teks, Bill Allen, S.E.
- Re: Commercial Construction Standards, SCHFUN
- Re: Commercial Construction Standards, Mike Brown
- RE: Commercial Construction Standards, Robert Rollo
- RE: Commercial Construction Standards, Bill Allen, S.E.
- RE: COMP: Software Wish List, Bill Allen, S.E.
- USGS Earthquake report, Shafat Qazi
- AEI: The Architectural Engineering Institute, Caldwell, Stan
- Inverted Pendulum Columns, Tjb5424744
- Test please delete, Shafat Qazi
- While I am out, Shafat Qazi
- More ASD, LRFD, USD, Roger Turk
- Ultimate Foundation Design., Tjb5424744
- Commercial Construction Standards, Roger Turk
- FW: COMP: Software Wish List, ITSEKSON SASHA
- basement uplift follies, Jeff Smith
- Re: basement uplift follies, Bob Shilling
- RE: While I am out, Caldwell, Stan
- RE: More ASD, LRFD, USD, Christopher Wright
- Re: [Seismic Zone 4 vs Richter Magnitude Number], Kenneth Tarlow
- RE: More ASD, LRFD, USD, Harold Sprague
- Re: basement uplift follies, engrathm
- Design Engineer Position Open, Hess Engineering Inc.
- Re: point load vs. effective width, MSSROLLO
- Re: LRFD, ASD, and USD, MSSROLLO
- RE: LRFD, ASD, and USD, Harold Sprague
- AISC Publication on tubular Steel, STONE HOLLY
- SEAOC Bylaws, Shafat Qazi
- Re: More ASD, LRFD, USD, RoyLevy
- RE: FASTENERS: Plymetal Teks, Dennis Wish
- Re: AISC Publication on tubular Steel, dan914
- RE: Commercial Construction Standards, Dennis Wish
- Re: modeling of 3d-frame with shearwall, Celso Mendoza
- Re: AISC Publication on tubular Steel, Baldridge & Associates Structural Engineering, Inc.
- Re: scrap steel / steel punchings, Baldridge & Associates Structural Engineering, Inc.
- Re: scrap steel / steel punchings, Phil Hodge
- RE: Commercial Construction Standards, Dennis Wish
- Re[2]: AISC Publication on tubular Steel, jerome . tan
- Re: Commercial Construction Standards, Mlcse
- [no subject], Sergio Antonio Cortez Deras
- Re: FW: seismic loads on post tensioned conc parking structures, GRileyPE
- Please remove my name from your email list, Wen-Hsiung Lin
- Re[2]: FW: seismic loads on post tensioned conc parking stru, baltarj
- Re: modeling of 3d-frame with shearwall, Rudra Nevatia
- Re: More ASD, LRFD, USD, Claret Heider
- Re: Re[2]: FW: seismic loads on post tensioned conc parking stru, LibertyEng
- RE: scrap steel / steel punchings, Wood, Chris
- RE: My personal Software "Wish" list, Joe Deppe
- AISC Publication on tubular Steel -Reply, Abe Knapp
- Re: More ASD, LRFD, USD, varma
- RE: AISC Publication on tubular Steel, hamburg
- RE:basement uplift follies, Michael Davis
- RE: More ASD, LRFD, USD, Bill Cain, S.E.
- Re:LRFD, ASD, and USD, Mike Brown
- Re: scrap steel / steel punchings, Robert Kazanjy
- LRFD-ASD & USD-WSD, -=csjse=-
- Re: LRFD, ASD, and USD, Brian K. Smith
- Re: RE:basement uplift follies, Jeff Smith
- comment from J. Baltar, Pe, Ra. about Architects feeding Engineers. Item 55 7/29, Don Herington p.e.
- RE: Re[2]: FW: seismic loads on post tensioned conc parking stru, Dennis Wish
- RE: Re[2]: FW: seismic loads on post tensioned conc parking stru, Dennis Wish
- RE: My personal Software "Wish" list, Dennis Wish
- Re: basement uplift follies, Parkerres
- RE: Re[2]: FW: seismic loads on post tensioned conc parking stru, Bill Allen, S.E.
- Re: LRFD, ASD, and USD, MJSLAYSMAN
- LRFD-ASD & USD-WSD, -=csjse=-
- Re: LRFD & ASD, Bill Sherman
- Re: crack control, markah
- Re: Signing Plans, ErnieNSE
- Re: LRFD, ASD, and USD, ErnieNSE
- Re: Re[2]: FW: seismic loads on post tensioned conc parking stru, GRileyPE
- earthquake protection?, Matt Boone
- Re: My personal Software "Wish" list, Szuchuan Chang
- Re: original issue - seismic loads on p t conc parking structures, Baldridge & Associates Structural Engineering, Inc.
- Re[4]: FW: seismic loads on post tensioned conc parking, jerome . tan
- Re: LRFD, ASD, and USD, Brian K. Smith
- Re: My personal Software "Wish" list / AISC EDI Standard, LibertyEng
- RE: Signing Plans, Robert Rollo
- Re: Signing Plans, Mark Florence
- Re: basement uplift follies, Paul G. Adams
- Re: AISC EDI Standard, Christopher Wright
- RE: Re[2]: FW: seismic loads on post tensioned conc parking stru, Harold Sprague
- Axial Tension in Masonry, Michael D Zaitz
- RE: AISC EDI Standard, hamburg
- RE: Axial Tension in Masonry, Harold Sprague
- Re: basement uplift follies, Jeff Smith
- Lateral Load Distribution, Eddie Gonzalez
- RE: Axial Tension in Masonry, Vines, Sherman
- RE: Axial Tension in Masonry, Ed Marshall
- RE: LRFD, ASD, and USD, Horning, Dick/CVO
- Re: basement uplift follies, Robert McGhie
- Forming question, Tarek Mokhtar
- RE: LRFD, ASD, and USD, seaint-return
- Re: Axial Tension in Masonry, MSSROLLO
- Re: RE: LRFD, ASD, and USD, Eddie Gonzalez
- Re: basement uplift follies, Lew Midlam
- Re: Axial Tension in Masonry, Lew Midlam
- Re: basement uplift follies, Tarek Mokhtar
- Re: Forming question, Lew Midlam
- Re: Forming question, Michael Donoghue
- Fw: original issue - seismic loads on p t conc parking structures, T. Eric Gillham
- Roof Assemble Fire Rating, Richard Lewis
- Re: Axial Tension in Masonry, Michael D Zaitz
- LRFD Manual, Alex C. Nacionales
- Botched whiskey purchase, Christopher Wright
- Forming question, Roger Turk
- RE: LRFD Manual, Bill Polhemus
- Re: LRFD Manual, Eddie Gonzalez
- Re: crack control, Roger Turk
- Re: Forming question, Fountain Conner
- RE: Axial Tension in Masonry, Harold Sprague
- RE: Axial Tension in Masonry, Harold Sprague
- Signing Plans, Charles Greenlaw
- Re: Roof Assemble Fire Rating, Parkerres
- RE: LRFD Manual, Alex C. Nacionales
- concrete bonding compounds, NRoselund
- Re: Signing Plans, BCainse
- factory-made roof trusses, NRoselund
- RE: earthquake protection?, Dennis S. Wish
- RE: Signing Plans, Dennis S. Wish
- RE: Signing Plans, Dennis S. Wish
- RE: Signing Plans, Dennis S. Wish
- RE: LRFD, ASD, and USD, Dennis S. Wish
- RE: My personal Software "Wish" list, Dennis S. Wish
- Re: concrete bonding compounds, Jose Diez
- Re: concrete bonding compounds, Jose Diez
- RE: My personal Software "Wish" list, Bill Allen, S.E.
- factory-made roof trusses, Roger Turk
- RE: factory-made roof trusses, seaint-return
- RE: factory-made roof trusses, Roger Turk
- Re: factory-made roof trusses, Robert McGhie
- Re: factory-made roof trusses, Charles Greenlaw
- Re: Bldg depts reponsibility/Signing Plans, Baldridge & Associates Structural Engineering, Inc.
- RE: factory-made roof trusses, Dennis S. Wish
- RE: factory-made roof trusses, Dennis S. Wish
- Re: Signing Plans, GRileyPE
- Re: Signing Plans, GRileyPE
- Re: concrete bonding compounds, Siamak Komaie
- RE: Signing Plans, Dennis S. Wish
- Re: Forming question, Drew Morris
- Re: factory-made roof trusses, MSSROLLO
- Factory made trusses, Frank Woeste
- Re: factory-made roof trusses, ErnieNSE
- Re: Signing Plans, GRileyPE
- E&O Insurance (was Signing Plans), Bill Allen, S.E.
- Factory made trusses, Roger Turk
- Re: Factory made trusses, Lew Midlam
- test-please delete, Bill Allen, S.E.
- Stainless and Carbon steel, seaint-return
- Re: Stainless and Carbon steel, William Kirkham
- Steel `Rust protection/fire protection, Alex C. Nacionales
- RE: Stainless and Carbon steel, Harold Sprague
- RE: Steel `Rust protection/fire protection, Harold Sprague
- Re: Stainless and Carbon steel, Patrick Rodgers
- Re: Signing Plans, Phil Hodge
- Re: Signing Plans, Shobuns
- RE: E&O Insurance (was Signing Plans), Dennis S. Wish
- Steel `Rust protection/fire protection -Reply, Jeff Franklin
- RE: Steel `Rust protection/fire protection -Reply, Trobridge, Bruce
- RE: factory-made roof trusses, Freilinger, Shawn W
- Re: Steel `Rust protection/fire protection -Reply, Michael Donoghue
- RE: Factory made trusses, Dennis S. Wish
- Re: Steel `Rust protection/fire protection -Reply, NRoselund
- Thoughts, Trobridge, Bruce
- RE: Steel `Rust protection/fire protection -Reply, Horning, Dick/CVO
- RE: Thoughts, Horning, Dick/CVO
- Re: Thoughts, Lew Midlam
- RE: factory-made roof trusses, Roger Turk
- RE: E&O Insurance (was Signing Plans), Roger Turk
- Thoughts, Roger Turk
- RE: E&O Insurance (was Signing Plans), Bill Allen, S.E.
- Re: Thoughts, Fountain Conner
- RE: Thoughts, Horning, Dick/CVO
- RE: Thoughts, Bob Shilling
- Re: Thoughts, Fountain Conner
- RE: Thoughts, Roger Turk
- Modeling of 3d-frame with Shearwalls, Siamak Komaie
- LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, TahirQ
- Re: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, aaron
- Re[2]: Thoughts, jerome . tan
- Re: basement uplift follies, Bramhall
- Re: Thoughts, Jose Diez
- Re: Thoughts, MSSROLLO
- LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, Wajahat \"Willie\" Dedmari
- Re: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, CanitzCF
- RE: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, Bill Allen, S.E.
- Fwd: Dam, Yank2002
- Modeling of 3d-frame with shearwalls, Siamak Komaie
- stress concentration, Aerts Bert
- Re: stress concentration, jerome . tan
- Re: stress concentration, jerome . tan
- Factory Made Trusses, WTCA
- Re: Steel `Rust protection/fire protection, Brian Reese
- FEMA 273, Lynn
- Re: Factory Made Trusses, Richard Lewis
- More Construction Links at www.icbolabc.org, Rick Becker
- Re: Factory Made Trusses, nmoore
- RE: Thoughts, Evan . Jorgensen
- RE: Thoughts, seaint-return
- Illinois Engineer, Parkerres
- Mortar Joint Thicknesses, Michael D Zaitz
- Stainless steel bolting, Horning, Dick/CVO
- RE: Stainless steel bolting, Harold Sprague
- SEAONC 1998 Summer Seminar, Constantine Shuhaibar
- Consulting engineering firm wanted, J. Karim Hosseinzadeh
- Re: Stainless steel bolting, Fountain Conner
- Re: modeling of 3d-frame with shearwall, Rudra Nevatia
- Re: Thoughts, Gudrun Olafsdottir
- re. 3d modeling with shearwalls, message 19 on 8/5/98 by RUDRA NEVATIA, Don Herington p.e.
- RE: Stainless steel bolting, RIDDLE, WILLIAM H
- Re: modeling of 3d-frame with shearwall, William Kirkham
- HP48 structural software, Vines, Sherman
- Seismic text, Jerry D. Coombs
- RE: Seismic text, Horning, Dick/CVO
- Re: FEMA 273, Eddie Gonzalez
- Re: re. 3d modeling with shearwalls, message 19 on 8/5/98 by RUDRA NEVATIA (P.S.), Don Herington p.e.
- RE: Seismic text, Dennis S. Wish
- Text for NCEES Structures 2 test, Richard Lewis
- Shearwall Openings, Eddie Gonzalez
- RE: Seismic text, Alex C. Nacionales
- IBC Final Draft 1998, Dave Dodgen
- VIRUS ALERT......., Mullen, Corey G.
- Re: VIRUS ALERT......., Bill Sherman
- Re: modeling of 3d-frame with shearwall, Bill Sherman
- Re: VIRUS ALERT......., Charley Hamilton
- RE: HP48 structural software, Alex C. Nacionales
- Factory Built Trusses, wtca
- Re: modeling of 3d-frame with shearwall, Roger Turk
- Re[2]: Thoughts, jerome . tan
- Re: Seismic text, jerome . tan
- Re[2]: modeling of 3d-frame with shearwall, jerome . tan
- RE: Shearwall Openings, Dennis S. Wish PE
- RE: Bogus VIRUS ALERT.- maybe some concern, Dennis S. Wish PE
- Re: modeling of 3d-frame with shearwall, SwampCastle
- Need for Peer Review of Seismic Evaluations and Retrofit Project, FEMCCLURE
- Need for Peer Review of Seismic Evaluations and Retrofit Project, FEMCCLURE
- Check for HOAX first, Richard Lewis
- Not read: Factory Made Trusses, Fulton Desler
- Read: Factory Built Trusses, Fulton Desler
- stainless steel sparking, Wood, Chris
- Re: RE: Shearwall Openings, Eddie Gonzalez
- RE: stainless steel sparking, Harold Sprague
- RE: Shearwall Openings, Bill Allen, S.E.
- VIRUS ALERT -Reply, Brian Kehoe
- Re: VIRUS ALERT -Reply, Bob Shilling
- RE: stainless steel sparking, Horning, Dick/CVO
- Designing Retaining Wall Against Earhquake, Siamak Komaie
- Re: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, Tjb5424744
- Mailing List, Larry Davis
- Re: Mailing List, James Lin
- Re: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, TahirQ
- RE: stainless steel sparking, Robert P. KAZANJY
- Re: Thoughts, Raghu Pendyala
- Peer Review Indeminification, FEMCCLURE
- Please remove my name from your email list, bpodols
- RE: LIGHTWEIGHT STEEL/COLD-FORM METAL FRAMING, Bill Allen, S.E.
- Shearwall Opening, Eddie Gonzalez
- Test - Delete, BCainse
- Re: Test - Delete, Fernando Artur
- Re[2]: Thoughts, jerome . tan
- RE: IBC Final Draft 1998, Glenn W. Strong
- Response to Roger Turk and Nels Roselund on Trusses by WTCA, WTCA
- Response to John Jones ? on Allowable Stress Increases by WTCA, WTCA
- Nels on Factory Built Trusses, WTCA
- Response to Dennis Wish Comments on Truss Construction, WTCA
- DELETE, JWojo1310
- gang nail wood truss design, Mlcse
- Re: seaint Digest for 9 Aug 1998, Philip Christensen
- RE: gang nail wood truss design, Mark E. Deardorff
- Read: gang nail wood truss design, Fulton Desler
- SMIP98 Seminar on September 15, 1998, Huang, Moh
- Apology from WTCA for Bad List Serve Form, wtca
- Response to Mr. Cochran by WTCA on Diaphragms, wtca
- Re: gang nail wood truss design, BD2PE
- Re: gang nail wood truss design, Mlcse
- Read: Apology from WTCA for Bad List Ser, Fulton Desler
- Read: Response to Mr. Cochran by WTCA on, Fulton Desler
- RE: Read: Apology from WTCA for Bad List Ser, Bill Cain, S.E.
- Special Moment-Resisting Truss Frames, Eddie Gonzalez
- NCEES 1998 Structural I and II Exams, Sam Love
- Encino area engineer needed, Jeff Smith
- Re: Terracotta Behaviour, T
- RE: NCEES 1998 Structural I and II Exams, Wood, Chris
- Design Codes in Italy, Robert J. Amoruso, P.E.
- Re: NCEES 1998 Structural I and II Exams, Marlene DeVere
- Design Codes in Italy -Reply, John Armijo
- Re: Design Codes in Italy, Jose Diez
- update to HP48 question, Vines, Sherman
- Re: gang nail wood truss design, BD2PE
- Re: Read: Apology from WTCA for Bad List Ser, BD2PE
- Washington Monument, CanitzCF
- Re: Encino area engineer needed, GRileyPE
- Re: Design Codes in Italy, GRileyPE
- Re: Encino area engineer needed, Rhkratzse
- Masonry Design, Ed Marshall
- Re: seaint Digest for 11 Aug 1998, Studio Negrini
- RE: Masonry Design, seaint-return
- Read: Response to Dennis Wish Comments o, Fulton Desler
- Re: NCEES 1998 Structural I and II Exams, David Carpenter
- Re: Terracotta Behaviour, NRoselund
- Re: FEMA Publications, Claret Heider
- RE: Terracotta Behaviour, ITSEKSON SASHA
- RE: NCEES 1998 Structural I and II Exams, DAVID SHA
- Depositions, Ricarev
- Re: Depositions, Brian K. Smith
- Re: Encino area engineer needed, Bob Shilling
- Re: Depositions, JohnOttCE
- RE: Encino area engineer needed, Bill Allen, S.E.
- Re: Depositions, Robert J Bossi, PE
- RE: Terracotta Behaviour, Dennis S. Wish PE
- RE: Masonry Design, Harold Sprague
- Re: Masonry Design, Michael D Zaitz
- Re: Washington Monument, Jose Diez
- Re: Depositions, Jose Diez
- SEAONC Summer Seminar, Constantine Shuhaibar
- Re: Depositions, Robert McGhie
- Re: Depositions, Robert McGhie
- RE: Depositions, Mark E. Deardorff
- Re: Depositions, nmoore
- Re: Depositions, Roger Turk
- Can you help me?, good
- Re: Terracotta Behaviour, T
- Re: Depositions, GRileyPE
- Re: Depositions, Charles Greenlaw
- Re: Washington Monument, Drew Morris
- Re: Depositions, rnester
- Performance-Based Seismic Design, Potential for Increased Professional Liability, FEMCCLURE
- ACI 98, jerome . tan
- HP sections and pile caps, Dave Handy
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, raranous
- RE: NCEES 1998 Structural I and II Exams, Michael Davis
- Re: Depositions, Robert McGhie
- RE: HP sections and pile caps, Harold Sprague
- RE: Masonry Design, Ed Marshall
- RE: Masonry Design, Ed Marshall
- Amrhein, Jerry D. Coombs
- RE: Amrhein, Ed Marshall
- Re-bar Congestion, Mike Brown
- FW: Masonry Design, Ed Marshall
- Performance-Based Seismic Design, Potent, Roger Turk
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liab, FEMCCLURE
- Retaining Wall, Khalid Motiwala
- Re: Performance-Based Seismic Design, Potent, Fountain Conner
- RE: Re-bar Congestion, Powers, Tony
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Bob Shilling
- Retaining Wall, Roger Turk
- Re: Performance-Based Seismic Design, Potent -Reply, Abe Knapp
- Shear Transfer, Orlando Prada
- Re: Performance-Based Seismic Design, Potent, Lynn
- Re: Peer Review Indeminification, Lynn
- Re: Depositions, Tjb5424744
- Re: Retaining Wall : Reply, Bruce Shephard
- Re: HP sections and pile caps, Tjb5424744
- Depositions II, Ricarev
- RE: HP sections and pile caps, Dave Handy
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Bruce Shephard
- RE: HP sections and pile caps, Harold Sprague
- Re: Performance-Based Seismic Design, Po, Roger Turk
- RE: Special Moment-Resisting Truss Frames, Harold Sprague
- RE: Retaining Wall, Alex C. Nacionales
- UBC1994vsASCE 7-95, Alex C. Nacionales
- Re: UBC1994vsASCE 7-95, Mike Brown
- RE: UBC1994vsASCE 7-95, Harold Sprague
- Only In America, Bill Allen, S.E.
- RE: HP sections and pile caps, Fred Niemczenia
- Re: RE: Special Moment-Resisting Truss Frames, Eddie Gonzalez
- Re: Retaining Wall, TahirQ
- Re: Depositions, Robert McGhie
- Re: Retaining Wall, rnester
- Re: Depositions II, rnester
- Re: Performance-Based Seismic Design, Potent, rnester
- Re: UBC1994vsASCE 7-95, Geoffrey G. Melchor
- Design Properties for Western Red Cedar, Mullen, Corey G.
- RE: Design Properties for Western Red Cedar, Dave Handy
- Re: Depositions II, Robert McGhie
- Light Guage Framing Connections, Michael D Zaitz
- Cancellation from e-mail list, yaptt
- Re: Performance-Based Seismic Design, Ted Weicker
- Re: Re-bar Congestion, Regis Dumas
- PML Studies, Mark D. Baker
- Re: PML Studies, Lynn
- Special Moment-Resisting Truss Frames, Rafael Sabelli
- Re: Light Guage Framing Connections, Richard Lewis
- Light Guage Framing Connections, Roger Turk
- RE: Design Properties for Western Red Cedar, K. Hemmatyar
- RE: Design Properties for Western Red Cedar, K. Hemmatyar
- Re: Depositions II, Charles Greenlaw
- Re: Light Guage Framing Connections, Bao D. Pham
- Re: UBC1994vsASCE 7-95, jerome . tan
- Re: Retaining Wall, jerome . tan
- RE: Design Properties for Western Red Cedar (2), K. Hemmatyar
- RE: RE: Special Moment-Resisting Truss Frames, Harold Sprague
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Charles Greenlaw
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Charles Greenlaw
- Re: Re-bar Congestion, John & Carol Goodman
- Cancellation from e-mail list, Juan Tamasco
- Re: Light Guage Framing Connections, NRoselund
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liab, NRoselund
- Re: Cancellation from e-mail list, Shobuns
- Re:PML Studies, Brandon Erickson
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Lynn
- Re: Performance-Based Seismic Design, Potential for Increased Professional Liability, Lynn
- Looking for a job, Sasha Itsekson
- Single Family Housing Design, MJSLAYSMAN
- Lateral analysis and conventional framing provisions, MJSLAYSMAN
- Re: Single Family Housing Design, Jose Diez
- Re: Re-bar Congestion, JAMES S LAI
- Depositions, Richard Phillips
- Re: PML Studies, Fountain Conner
- RE: Single Family Housing Design, Dennis S. Wish PE
- "Structural Fix - Nearly Complete Florida Hotel in Race to Beef Up Wind", Dennis S. Wish PE
- Re: Performance-Based Seismic Design, Potential for Increased Professional Li, BCainse
- Re: Looking for a job, Rlfong
- Re: PML Studies, raranous
- Re: ACI 98, Pouya Shahkar
- Re: PML Studies, Bruce Shephard
- PML where it begin, MRodrig273
- RE: Looking for a job, Sasha Itsekson
- PML, Nathan Valles
- Re: PML, raranous
- Re: Single Family Housing Design, Charles Greenlaw
- Re: Retaining Wall : Reply, Sassan Parhizgari
- Re[2]: Retaining Wall : Reply, jerome . tan
- Re: PML Studies, NRoselund
- Design Properties for Western Red Cedar, Buddy Showalter
- RE: PML Studies, Habibi, Mike
- Re: Single Family Housing Design, T
- RE: Terracotta Behaviour, Dennis S. Wish
- Re: PML where it begin, Constantine Shuhaibar
- Re[2]: ACI 98, Ed . Haninger
- Re: Terracotta Behaviour, T
- Re: Depositions, Thomas Bayne
- Re: Concrete Hip Roofs, Baldridge & Associates Structural Engineering, Inc.
- Re: Concrete Hip Roofs, Bob Shilling
- RE: Single Family Housing Design, Dennis S. Wish PE
- RE: Concrete Hip Roofs, Harold Sprague
- Re: Concrete Hip Roofs, Bdpooley
- Re: Single Family Housing Design, T
- Re: Concrete Hip Roofs, Jose Diez
- RE: Single Family Housing Design, Jose Diez
- Re: RE: Use of WOOD: Single Family Housing Design, Bruce Shephard
- Re: Looking for a job, BD2PE
- Re: Single Family Housing Design, BD2PE
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- RE: Single Family Housing Design, Dennis S. Wish PE
- RE: Single Family Housing Design, Dennis S. Wish PE
- RE: Use of WOOD: Single Family Housing Design, Dennis S. Wish PE
- SEAOC MANUAL, jerome . tan
- Re: PML where it begin, FEMCCLURE
- Re: Light Guage Framing Connections, Michael D Zaitz
- Re: Use of WOOD: Single Family Housing Design, Lynn
- Re: Use of WOOD: Single Family Housing Design, nmoore
- Re: RE: Use of WOOD: Single Family Housing Design, T
- Re: Stucco Shear Walls, CLaines
- RE: Use of WOOD: Single Family Housing Design, Dennis S. Wish PE
- Special Inspection., MRodrig273
- Re: Special Inspection., Fountain Conner
- Re: RE: Use of WOOD: Single Family Housing Design, Bruce Shephard
- RE: Special Inspection., Harold Sprague
- Re: Use of WOOD: Single Family Housing Design, Jose Diez
- RE: Use wood to manufacture..., Jose Diez
- Re: Hawaii - Special Inspection., Baldridge & Associates Structural Engineering, Inc.
- Re: Concrete Hip Roofs, Fred Niemczenia
- Re: Concrete Hip Roofs, Roger Turk
- RE: Concrete Hip Roofs, Fred Niemczenia
- Please Remove my Address, MarthaAlic
- Cancellatiom from your e-mail list., JWojo1310
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- WTCA Publication, CanitzCF
- RE: Use of WOOD: Single Family Housing Design, Dennis S. Wish PE
- Re: Use of WOOD: Single Family Housing Design, GENOTHEPE
- seaot, Jerry D. Coombs
- RE: seaot, Caldwell, Stan
- Wood hip roof diaphragm, Bill Sherman
- Re: Stucco Shear Walls, NRoselund
- RE: Concrete Hip Roofs, Mark E. Deardorff
- Re: Concrete Hip Roofs -re from Fred, Baldridge & Associates Structural Engineering, Inc.
- Test, Daniel Del Carlo
- RE: Concrete Hip Roofs, Jose Diez
- Re: FEMA 273, FEMCCLURE
- Re: Stucco Shear Walls, FEMCCLURE
- RE: Single Family Housing Design, James Cohen
- Re: Welding Electrodes, Y. Henry Huang
- Please Remove my Address, Dr.-Ing. Edwin Portillo-Garcia
- Re: Welding Electrodes, Christopher Wright
- RE: Welding Electrodes, seaint-return
- RE: Single Family Housing Design, Roger Turk
- RE: Welding Electrodes, Canitz, Charles F NAB02
- Moment Frames, Mark D. Baker
- Re: Welding Electrodes, Y. Henry Huang
- RE: Welding Electrodes, Bill Allen, S.E.
- Re: [Fwd: Welding Electrodes], Charlie Carter
- Re: Welding Electrodes, LibertyEng
- To those who wish to be Removed from this list, Dennis S. Wish PE
- RE: Single Family Housing Design, Dennis S. Wish PE
- RE: To those who wish to be Removed from this list, Bill Polhemus
- Re: RE: Single Family Housing Design, Eddie Gonzalez
- Tall Signs, Alex C. Nacionales
- Tall Signs, Roger Turk
- Re: Tall Signs, Charley Hamilton
- RE: Concrete Hip Roofs, Fred Niemczenia
- RE: Welding Electrodes, Fred Niemczenia
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- RE: Use of WOOD: Single Family Housing Design, Bill Allen, S.E.
- RE: Welding Electrodes, Christopher Wright
- Re: Tall Signs, Bob Shilling
- RE: Tall Signs, Bill Allen, S.E.
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- Re: Tall Signs, MRodrig273
- RE: RE: Single Family Housing Design, Dennis S. Wish PE
- RE: Tall Signs, Dennis S. Wish PE
- RE: Use of WOOD: Single Family Housing Design, Dennis S. Wish PE
- RE: To those who wish to be Removed from this list, Dennis S. Wish PE
- Desperately Seeking CAD Drafter, Parkerres
- Steel Moment Frame Connections, Kevin Devaney
- Re: Tall Signs, nmoore
- RE: Welding Electrodes, Horning, Dick/CVO
- New Steel ASTM, Tom . Hunt
- Re: Use of WOOD: Single Family Housing D, Roger Turk
- New! SEAONC Web Site, Constantine Shuhaibar
- RE: New Steel ASTM, Ed Marshall
- RE: Tall Signs, Chance, Acie P.
- Cancellatiom from your e-mail list., Dr.-Ing. Edwin Portillo-Garcia
- Anchors in Masonry Walls, Mike Brown
- Falling Debris Impact Load, RonR908326
- Ground snow load at Morgan Hill, CA, Roger Yin
- RE: Falling Debris Impact Load, Ed Marshall
- Tall Signs, Mike Brown
- RE: Falling Debris Impact Load, Robert Rollo
- Re: Falling Debris Impact Load, RonR908326
- RE: New! SEAONC Web Site, Bill Cain, S.E.
- Re: Use of WOOD: Single Family Housing D, Charles Greenlaw
- Re: Falling Debris Impact Load, Ramesh Ramchandani
- Re: Ground snow load at Morgan Hill, CA, Rlfong
- RE: Falling Debris Impact Load, Robert Rollo
- RE: Falling Debris Impact Load, Jerry D. Coombs
- Re: Use of WOOD: Single Family Housing Design, nmoore
- Re: RE: New! SEAONC Web Site, Constantine Shuhaibar
- Tall signs, Alex C. Nacionales
- RE: RE: New! SEAONC Web Site, Bill Cain, S.E.
- RE: Falling Debris Impact Load, Roger Turk
- Tall signs, Roger Turk
- Re: Falling Debris Impact Load, RonR908326
- Re: Steel Moment Frame Connections, Ron Hamburger
- Re: Anchors in Masonry Walls, Mlcse
- Re: Steel Moment Frame Connections, Jeff Smith
- RE: Falling Debris Impact Load, Christopher Wright
- Re: Use of WOOD: Single Family Housing D, BD2PE
- Re: Use of WOOD: Single Family Housing Design, BD2PE
- Re: Falling Debris Impact Load, Drew Morris
- RE: Falling Debris Impact Load, Bill Allen, S.E.
- Re: Use of WOOD: Single Family Housing Design, raranous
- Re: Falling Debris Impact Load, Celso Mendoza
- RE: Use of WOOD: Single Family Housing D, Dennis S. Wish PE
- Re: Falling Debris Impact Load, Christopher Wright
- OSHA Proposed Regulations on Steel Erection, Mark K Gilligan
- RE: Wood hip roof diaphragm, Sasha Itsekson
- Timber beam deflection, RoyLevy
- RE: Falling Debris Impact Load, James Cohen
- RE: Tall Signs, James Cohen
- Rollup Doors and Earthquakes, FredT5
- RE: Timber beam deflection, Dennis S. Wish PE
- Timber beam deflection, Roger Turk
- STEEL - Field Trip, JAMES S LAI
- Re: Timber beam deflection, raranous
- Re: Re: Use of WOOD: Single Family Housing D, Rhkratzse
- Year 2000 computer problem!, K. Hemmatyar
- RE: HEWLETT PACKARD'S HP48G/GX, Alex C. Nacionales
- RE: HEWLETT PACKARD'S HP48G/GX, Alex C. Nacionales
- RE: HEWLETT PACKARD'S HP48G/GX, Alex C. Nacionales
- RE: HEWLETT PACKARD'S HP48G/GX, Daniel Del Carlo
- Timber Beam Deflection, RoyLevy
- Timber Beam Deflection, Roger Turk
- RE: Year 2000 computer problem!, Dennis S. Wish PE
- I found this free Search program - Copernic 98 and recommend it, Dennis S. Wish PE
- RE: Timber Beam Deflection, Dennis S. Wish PE
- HP48G/GX Programs, Alex C. Nacionales
- The Clinton Administration Loves Y2K, Bill Polhemus
- Cold-Formed Steel Design by Wei-Wen Yu, Dennis S. Wish PE
- RE: The Clinton Administration Loves Y2K, Dennis S. Wish PE
- Re: Cold-Formed Steel Design by Wei-Wen Yu, Jose Diez
- Rw for dual systems, Sasha Itsekson
- RE: Timber Beam Deflection, Roger Turk
- Re: seaint Digest for 22 Aug 1998, Frank Woeste
- RE: Timber Beam Deflection, Dennis S. Wish PE
- RE: Rw for dual systems, Dennis S. Wish PE
- Re: Cold-Formed Steel Design by Wei-Wen Yu, CanitzCF
- Re: Cancellatiom from your e-mail list., LRGrabia
- ground snow loads, LRGrabia
- RE: The Clinton Administration Loves Y2K, Bill Polhemus
- Please Remove my Address, Jose Paulo
- Not read: Nels on Factory Built Trusses, Fulton Desler
- Not read: Response to John Jones ? on Allowable Stress Increas, Fulton Desler
- Not read: Response to MSSROLLO on Trusses by WTCA, Fulton Desler
- Not read: Response to Roger Turk and Nels Roselund on Trusses, Fulton Desler
- RE: Tall signs, James Cohen
- Project Impact: Building a Disaster Resistant Community - Videoconference, James Cohen
- RE: Timber Beam Deflection, Roger Turk
- Re: Anchors in Masonry Walls, Mike Brown
- RE: Rw for dual systems, Sasha Itsekson
- Re: Anchors in Masonry Walls, Roger Turk
- Stamping of Plans, Habaradas, Tony
- WOOD CREEP/RELAXATION, Dave Handy
- Re: Timber Beam Deflection, Jill T. Shuttleworth, P.E. S.E.
- Stamping of Plans, Roger Turk
- RE: Stamping of Plans, Caldwell, Stan
- RE: Stamping of Plans, Ed Marshall
- Re: Stamping of Plans, The Big Sexy
- Stamping of Plans - Responsible Charge, Scott Shepherd
- American Concrete Institute Convention, Miriam . Pace
- Re: Stamping of Plans, Brian K. Smith
- RE: To those who wish to be Removed from this list, Bill Polhemus
- WOOD AND HOUSES, Juan Enrique Justo
- Re: Stamping of Plans, Jose Diez
- Re: WOOD AND HOUSES, Jose Diez
- RE: The Clinton Administration Loves Y2K, Dennis S. Wish PE
- Re: Design Codes in Italy, Robert J. Amoruso, P.E.
- Re: Design Codes in Italy, Robert J. Amoruso, P.E.
- Re: WOOD AND HOUSES, Bruce Shephard
- RE: Stamping of Plans, Dennis S. Wish PE
- Re: Anchors in Masonry Walls, Fred Niemczenia
- RE: WOOD AND HOUSES, Dennis S. Wish PE
- RE: WOOD AND HOUSES, Dennis S. Wish PE
- RE: Rw for dual systems, Dennis S. Wish PE
- Re: WOOD AND HOUSES, Jose Diez
- Re: Design Codes in Italy, Jose Diez
- RE: WOOD AND HOUSES, Bill Allen, S.E.
- Re: Steel Moment Frame Connections, Parkerres
- RE: WOOD AND HOUSES, RIDDLE, WILLIAM H
- Re: Anchors in Masonry Walls, Mike Brown
- URM in seismic zones after 1933, LAXMRG (213)996-2380
- Re: URM in seismic zones after 1933, Mike Brown
- Re: Steel Moment Frame Connections, Jeff Smith
- URM in seismic zones after 1933, Roger Turk
- Re:Stamping of Plans is common, Baldridge & Associates Structural Engineering, Inc.
- RE: Stamping of Plans is common, Caldwell, Stan
- RE: Stamping of Plans is common, Bill Polhemus
- 1950's steel joist catalog, DAVID SHA
- RE: 1950's steel joist catalog, Ed Marshall
- RE: 1950's steel joist catalog, Robert Rollo
- RE: Wood and Houses, Caldwell, Stan
- Re: URM in seismic zones after 1933, Ed . Haninger
- Re: Anchors in Masonry Walls, ASLCSE
- Re: WOOD AND HOUSES, Bruce Shephard
- Re: URM in seismic zones after 1933, LAXMRG (213)996-2380
- Re: URM in seismic zones after 1933, Roger Turk
- FW: Hip Roof Diaphragm answer from SEAOC, wtca
- Re: Stamping of Plans is common, Baldridge & Associates Structural Engineering, Inc.
- Re: Anchors in Masonry Walls, Fred Niemczenia
- Application for Structural drafter, Sandeep Mukund Shiyekar
- Application for Structural drafter, Sandeep Mukund Shiyekar
- Re: Welding Electrodes, jerome.tan
- SEAOC MANUAL, jerome . tan
- RE: SEAOC MANUAL, Bill Allen, S.E.
- Re: Stamping of Plans is common, Bill Sherman
- Re: Stamping of Plans is common, Roger Turk
- RE: Stamping of Plans is common, Bill Polhemus
- Re: Project Impact: Building a Disaster Resistant Community - Videoconference, T
- Re: Stamping of Plans is common, ErnieNSE
- RE: Stamping of Plans is common, Bill Polhemus
- Re: Stamping of Plans is common, ErnieNSE
- HAWAII PE Board, Ed Marshall
- RE: Stamping of Plans, Gary Chock, S. E.
- Ice Splitters/Snow Loads on Roof Projections, Serroels, Chris/SAC
- Re: Tall Signs, jerome.tan
- RE: To those who wish to be Removed from this list, Kristine Nanney
- Re[3]: Use of WOOD: Single Family Housing D, jerome.tan
- Canvas patio covers and the code????, Dennis S. Wish PE
- Re: Seismic Zone 2, Baldridge & Associates Structural Engineering, Inc.
- RE: To those who wish to be Removed from this list, Bill Allen, S.E.
- RE: Canvas patio covers and the code????, Sasha Itsekson
- Part time help wanted, Dennis S. Wish PE
- RE: Canvas patio covers and the code????, Dennis S. Wish PE
- RE: To those who wish to be Removed from this list, Dennis S. Wish PE
- Re: To those who wish to be Removed from this list, BCainse
- RE: To those who wish to be Removed from this list, Paul McEntee
- Torsion Constants, ITS Pty Ltd
- Re[2]: WOOD AND HOUSES, jerome.tan
- RE: To those who wish to be Removed from this list, K. Hemmatyar
- Re: Stamping of Plans is common, dixon(--nospam--at)macronet.com
- Re: Torsion Constants, Christopher Wright
- Re: To those who wish to be Removed from this list, Kenton Buzbee
- RE: Stamping of Plans is common, Bill Sherman
- "Electronic" signatures, Robert Rollo
- RE: Year 2000 computer problem!, Michael Davis
- RE: Year 2000 computer problem!, Michael Davis
- RE: "Electronic" signatures, Caldwell, Stan
- Remove my name from your E-mail list, David Hernández
- RE: Year 2000 computer problem!, Patrick Rodgers
- STEEL-Field Trip, James Lai
- Re: Seismic Zone 2, Roger Turk
- Canvas patio covers and the code????, Roger Turk
- Re: Remove my name from your E-mail list, Shafat Qazi
- Re: "Electronic" signatures, Scott Shepherd
- RE: To those who wish to be Removed from this list, Horning, Dick/CVO
- RE: Torsion Constants, Horning, Dick/CVO
- Re: Torsion Constants, T
- Re: Torsion Constants, Charlie Carter
- Leaving the List, Bob Shilling
- Re: Tall Signs, Brian K. Smith
- RE: Torsion Constants, Powers, Tony
- Re: Part time help wanted, TahirQ
- Re: Canvas patio covers and the code????, Ed . Haninger
- RE: Year 2000 computer problem!, K. Hemmatyar
- wood trusses, MJSLAYSMAN
- RE: wood trusses, Rick Becker
- RE: wood trusses, Harold Sprague
- RE: Year 2000 computer problem!, Shafat Qazi
- Re: I found this free Search program - Copernic 98 and recommend it, EDLStruct
- Falling Debris Impact, RonR908326
- Bamboo Houses, Jose Diez
- Concrete cover, Bramhall
- Truss end connections, Todd Hill
- Re: Ice Splitters/Snow Loads on Roof Projections, BD2PE
- Re: Canvas patio covers and the code????, BD2PE
- RE: I found this free Search program - Copernic 98 and recommend it, Dennis S. Wish PE
- Re: I found this free Search program - Copernic 98 and recommend it, Rlfong
- Fw: MS Word (HUMOR?), jerome.tan
- Re: I found this free Search program - Copernic 98 and recommend it, Gudrun Olafsdottir
- California SE exam: refreshing course, Mr Sit
- Pole Foundations, Fountain Conner
- Re: Truss end connections, Charlie Carter
- RE: Pole Foundations, Robert Rollo
- RE: Year 2000 computer problem!, Michael Davis
- Plywood rigid diaphragms, John Buchanan
- WTCA's Email Address, wtca
- New version of Copernic released, Caldwell, Stan
- Re: Year 2000 computer problem!, Karen12959
- Re: Plywood rigid diaphragms, Lynn
- Re: Plywood rigid diaphragms, John Buchanan
- RE: Plywood rigid diaphragms, Bill Cain, S.E.
- Re: Plywood rigid diaphragms, Lynn
- Re: Plywood rigid diaphragms, John Buchanan
- Re: Plywood rigid diaphragms, Jeff Smith
- Re: Re: I found this free Search program - Copernic 98 and recommend it, Richard Lewis
- RE: Plywood rigid diaphragms, Sasha Itsekson
- RE: Canvas patio covers and the code????, Dennis S. Wish PE
- Retaining wall design pressures, Barry H. Welliver
- Re: Retaining wall design pressures, Jeff Smith
- Re: Pole Foundations, Jose Diez
- RE: Retaining wall design pressures, Horning, Dick/CVO
- Re: Retaining wall design pressures, RonR908326
- RE: Year 2000 computer problem!, Dennis S. Wish PE
- Re: Plywood rigid diaphragms, ErnieNSE
- Re: Canvas patio covers and the code????, ErnieNSE
- Re: Plywood rigid diaphragms, Mlcse
- RE: Year 2000 computer problem!, Christopher Wright
- Re: Retaining wall design pressures, P.Rajendran
- Re: Retaining wall design pressures, P.Rajendran
- Re: Plywood rigid diaphragms, ErnieNSE
- Re: Plywood rigid diaphragms, Lynn
- Re: Retaining wall design pressures, Roger Turk
- Re: Retaining wall design pressures, ErnieNSE
- Re: Plywood rigid diaphragms, Charles Greenlaw
- Re[2]: Canvas patio covers and the code????, Ed . Haninger
- Re: Retaining wall design pressures, Robert McGhie
- AVwin98 Structural program, Studio Negrini
- Re: Pole Foundations, Brian Reese
- Re: AVwin98 Structural program, Karen12959
- Re: Pole Foundations, GRileyPE
- seaint(--nospam--at)seaint.org, Douglas Fukunaga
- Re: Pole Foundations, Mark D. Baker
- Re: Application for Structural drafter, Shaukat Khan
- RE: Retaining wall design pressures, Dave Meney
- RE: AVwin98 Structural program, Dennis S. Wish PE
- Re: AVwin98 Structural program, Shafat Qazi
- AutoCad14, Matt Boone
- RE: AutoCad14, Paul McEntee
- RE: AutoCad14, Bill Allen, S.E.
- Re: Plywood rigid diaphragms, Mlcse
- RE: AutoCad14, Dennis S. Wish PE
- Re: Plywood rigid diaphragms, james korff
- Re: Plywood rigid diaphragms, Mlcse
- Re: Plywood rigid diaphragms, Mark K Gilligan
- Re: Plywood rigid diaphragms, Mlcse
- Re: AutoCad14, Kenton Buzbee
- Re: Year 2000 computer problem!, Bill Sherman
- RE: Plywood rigid diaphragms, Bill Allen, S.E.
- Re[3]: Canvas patio covers and the code????, Ed . Haninger
- Re[3]: Canvas patio covers and the code?, Roger Turk
- Re: AutoCad14, Roger Turk
- Re: AutoCad14, Charley Hamilton
- Re: AutoCad14, LibertyEng
- Re: Plywood rigid diaphragms, ErnieNSE
- Re: Re[3]: Canvas patio covers and the code?, ErnieNSE
- test, K. Hemmatyar
- Re: Plywood rigid diaphragms, ErnieNSE
- IBC, Eddie Gonzalez
- Re: IBC, Charley Hamilton
- RE: IBC, Glenn W. Strong
- Re: Plywood rigid diaphragms, Jeff Smith
- Wind Loads on Monopoles, Bill Allen, S.E.
- RE: Plywood rigid diaphragms, Dennis S. Wish PE
- [no subject], Dragos Voiculescu
- Re: AVwin98 Structural program, William Parada
- Re: Year 2000 computer problem!, Dragos Voiculescu
- Re:, Ali Bakhshi
- Re: Kobe records, Ken Wong
- RE: Wind Loads on Monopoles, Horning, Dick/CVO
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- RE: Wind Loads on Monopoles, Horning, Dick/CVO
- RE: Wind Loads on Monopoles, Roger Turk
- RE: Wind Loads on Monopoles, Harold Sprague
- Re: Wind Loads on Monopoles, ErnieNSE
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- Re: Wind Loads on Monopoles, Rick . Drake
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- RE: Wind Loads on Monopoles, Freilinger, Shawn W
- FW: seaoc, Robert Rollo
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- RE: seaoc, seaint-return
- RE: seaoc, Dennis S. Wish PE
- Sharing projects, Dennis S. Wish PE
- stitching digital Photograph into a panoramic view., Dennis S. Wish PE
- Fwd: "CLIENT SERVICES" (read ripp-off), ASLCSE
- Re: AutoCad14, ASLCSE
- Re: Los Angeles ASCE Forensic Engineering Technical Group Meeting, SCHFUN
- Re: Los Angeles ASCE Forensic Engineering Technical Group Meeting, SCHFUN
- Re: Wind Loads on Flagpoles, AnandNene
- Re: Wind Loads on Flagpoles, Roger Turk
- Re: Sharing projects, Lynn
- Lateral restraint of floor beams, Dave Meney
- RE: Wind Loads on Flagpoles, Bill Allen, S.E.
- Re: Wind Loads on Flagpoles, ErnieNSE
- Re: Wind Loads on Monopoles, Chanel1096
- AVwin98 Structural Program: WARNING, Ecengrs
- Re: Plywood rigid diaphragms, ErnieNSE
- ENERGY DISSIPATION IN STRUCTURES WITH NITINOL, A SHAPE MEMORY ALLOY, Doug Hershey
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- UBC 97 Update for Seaoc Manual, jerome.tan
- Re: Fwd: "CLIENT SERVICES" (read ripp-off), P.Rajendran
- Re: Wind Loads on Flagpoles, AnandNene
- Re: Wind Loads on Monopoles, Julio . Guerra
- Lateral restraint of floor beams, Roger Turk
- Re: Wind Loads on Monopoles, Robert J Bossi, PE
- RE: Lateral restraint of floor beams, La Count, Curt
- Re: UBC 97 Update for Seaoc Manual, Ed . Haninger
- Wind Pressure Below Grade? N, Brian A. Peterson
- Floor Flatness, Brian K. Smith
- Re: Wind Pressure Below Grade?, Rick . Drake
- RE: Wind Loads on Flagpoles, Horning, Dick/CVO
- RE: Lateral restraint of floor beams, Horning, Dick/CVO
- Wood - Lateral columns and knee braces (kickers), Dennis S. Wish PE
- Kate (wildwoman) email address?, Robert McGhie
- PERMACRIB AND KEYSTONE RETAINING WALLS DESIGN, TahirQ
- RE: Kate (wildwoman) email address?, Bill Allen, S.E.
- metal roof decking, Dave Anderson
- Re: Wood - Lateral columns and knee braces (kickers), CanitzCF
- San Andreas Fault - Seismic, Yank2002
- Re: Plywood rigid diaphragms, JAA
- Structural Steel Detailers Association/Organisation., ADVANCE CONSULTING ENGINEERS PVT. LTD.
- Re: Retaining wall design pressures, P.Rajendran
- Re: Wind Loads on Flagpoles, Kurt Swarts
- RE: Floor Flatness, Trobridge, Bruce
- Wood Solutions Fair, Buddy Showalter
- RE: seaint Digest for 2 Sep 1998, Partrick, Ted
- High Strength Concrete (>10,000 psi) Design Problems, Om Dixit
- Re: Wood - Lateral columns and knee braces (kickers), Parkerres
- RE: Floor Flatness, Caldwell, Stan
- RE: Wood Solutions Fair, Serroels, Chris/SAC
- RE: metal roof decking, La Count, Curt
- RE: Wood - Lateral columns and knee braces (kickers), Horning, Dick/CVO
- Re: metal roof decking, Mike Brown
- RE: Structural Steel Detailers Association/Organisation., Harold Sprague
- Re: Negative Structures., Juangray(--nospam--at)col2.telecom.com.co
- Wood Solutions Fair - Discussion of Seminar prices, Dennis S. Wish PE
- RE: Wood - Lateral columns and knee braces (kickers), Dennis S. Wish PE
- RE: metal roof decking, Harold Sprague
- FW: Lateral restraint of floor beams, La Count, Curt
- Beam restraint, Brian K. Smith
- Re: PERMACRIB AND KEYSTONE RETAINING WALLS DESIGN, Brad Friederichs
- RE: Beam restraint, Horning, Dick/CVO
- RE: Wood - Lateral columns and knee braces (kickers), Steve Pryor
- RE: Beam restraint, Dave Handy
- RE: Beam restraint, Dave Meney
- 3/8 inch shear panels, Ricarev
- 3/8 inch shear panels, Roger Turk
- Re: 3/8 inch shear panels, EphHirsch
- Re: 3/8 inch shear panels, Lynn
- Re: 3/8 inch shear panels, Lynn
- Floor deflections, Phil Hodge
- Re: 3/8 inch shear panels, Robert Kazanjy
- Re: 3/8 inch shear panels, BCainse
- Re: 3/8 inch shear panels, John Rose
- Re: Wood Solutions Fair - Discussion of Seminar prices, Paul feather
- Re: 3/8 inch shear panels, BD2PE
- Re: 3/8 inch shear panels, BD2PE
- RE: Wind Loads on Monopoles, James Cohen
- Windows CE, William Parada
- RE: Wind Loads on Monopoles, Bill Allen, S.E.
- Re: Wood - Lateral columns and knee braces (kickers), GRileyPE
- Re: 3/8 inch shear panels, AnandNene
- Re: 3/8 inch shear panels, AnandNene
- higher loads or better details., MRodrig273
- Re: higher loads or better details., Sleiman Serhal
- A325 anchor bolts, Chris Palmateer
- Re: higher loads or better details., Fountain Conner
- Re: higher loads or better details., Bill Sherman
- Re: A325 anchor bolts, Charlie Carter
- RE: 3/8 inch shear panels, Dennis S. Wish PE
- Re: Wood - Lateral columns and knee braces (kickers), Ed . Haninger
- References for Basic Roof Diaphragm Design, Bill Polhemus
- A325 anchor bolts, Roger Turk
- higher loads or better details., Roger Turk
- Re: higher loads or better details., Roger Turk
- References for Basic Roof Diaphragm Design -Reply, John Armijo
- RE: A325 anchor bolts, Chris Palmateer
- Re: 3/8 inch shear panels -Reply, Truong Huynh
- RE: 3/8 inch shear panels -Reply, Bill Allen, S.E.
- Re: 3/8 inch shear panels -Reply, Lynn
- RE: References for Basic Roof Diaphragm Design -Reply, Bill Polhemus
- Re: higher loads or better details., Rhkratzse
- RE: 3/8 inch shear panels -Reply -Reply, Truong Huynh
- Re: Re: 3/8 inch shear panels -Reply, Rhkratzse
- RE: 3/8 inch shear panels -Reply -Reply, Bill Allen, S.E.
- RE: 3/8 inch shear panels, Bill Cain, S.E.
- Re: A325 anchor bolts, Paul feather
- Re: higher loads or better details., Roger Turk
- RE: higher loads or better details., Bill Allen, S.E.
- RE: References for Basic Roof Diaphragm Design -Reply -Reply, John Armijo
- Re: A325 anchor bolts, Robert Kazanjy
- RE: higher loads or better details., Roger Turk
- RE: higher loads or better details., Bill Allen, S.E.
- RE: References for Basic Roof Diaphragm Design -Reply -Reply, Bill Polhemus
- higher loads or better details., Roger Turk
- RE: A325 anchor bolts, Mulia, Rudy (MULI)
- Re: A325 anchor bolts, Charles Greenlaw
- Re: higher loads or better details., ErnieNSE
- Re: 3/8 inch shear panels, John Rose
- test - please ignore, Dan Vines
- Re: AVwin98 Structural program, T
- Re: Sharing projects, T
- Re: 3/8 inch shear panels, T
- Re: A325 anchor bolts, Paul Blomberg
- Re: higher loads or better details., BCainse
- Re: AVwin98 Structural program, Karen12959
- Wood Fair - whose going?, Dennis S. Wish PE
- Re: Wood Fair - whose going?, JAA
- Re: AVwin98 Structural program, T
- Fw: AVwin98 Structural program, T
- Fw: Sharing projects, T
- Fw: AVwin98 Structural program, T
- Fw: 3/8 inch shear panels, T
- Re: Sharing projects, GRileyPE
- Re: Fw: 3/8 inch shear panels, GRileyPE
- Re: higher loads or better details., GRileyPE
- Re: 3/8 inch shear panels, GRileyPE
- Re: Sharing projects, ErnieNSE
- AVwin98 Structural program, Joan Strua
- RE: Sharing projects, Dennis S. Wish PE
- Re: Sharing projects, T
- Re: Sharing projects, T
- Re: Sharing projects, T
- Re: higher loads or better details., Sleiman Serhal
- Re: Wood Fair - who's going?, ErnieNSE
- Concrete Fdtn at High Temps, MSSROLLO
- Lag screws in withdrawal from end grain, NRoselund
- Lag screws in withdrawal from end grain, NRoselund
- Re: Sharing projects, GRileyPE
- Re: References for Basic Roof Diaphragm Design -Reply -Reply, RJConley
- Re: Lag screws in withdrawal from end grain, Jose Diez
- RE: Lag screws in withdrawal from end grain, Dennis S. Wish PE
- Re: Lag screws in withdrawal from end grain, NRoselund
- Re: Lag screws in withdrawal from end grain, ErnieNSE
- Re: Lag screws in withdrawal from end grain, Charles Greenlaw
- RE: Lag screws in withdrawal from end grain, Dennis S. Wish PE
- Re: Wood Fair - who's going?, John Rose
- Re: Wood Fair - whose going?, ASLCSE
- Re:Lag Screws in withdrawal from end grain., FEMCCLURE
- Log Structures, Robert K Blandford
- RE: Wood Fair - who's going?, Jerry D. Coombs
- Re: Concrete Fdtn at High Temps, Michael Donoghue
- Re: Lag screws in withdrawal from end gr, Roger Turk
- Re: Log Structures, Jill T. Shuttleworth, P.E. S.E.
- Re: Lag screws in withdrawal from end gr, Roger Turk
- SEAONC Web Site, Constantine Shuhaibar
- Re: Sharing projects, Rawn Nelson
- SEAONC Web Site Address, Constantine Shuhaibar
- '97 UBC Element Design, Chris Palmateer
- Building Irregularities, Kipp Martin
- Fwd: Feildtrip to Cal State San Bernadino, EDLStruct
- Re: Lag screws in withdrawal from end gr, ErnieNSE
- RE: A325 anchor bolts, Harold Sprague
- RE: Concrete Fdtn at High Temps, Harold Sprague
- RE: Lag screws in withdrawal from end gr, Bill Allen, S.E.
- RE: Lag screws in withdrawal from end grain, Ed Marshall
- pal system, Dave Handy
- Re: Lag screws in withdrawal from end grain, ErnieNSE
- RE: Lag screws in withdrawal from end grain, Ed Marshall
- RE: Lag screws in withdrawal from end gr, Dennis S. Wish PE
- RE: Lag screws in withdrawal from end grain, Dennis S. Wish PE
- PERMACRIB RETAINING WALLS DESIGN, TahirQ
- Re: pal system, Majid Sarraf
- Re: Lag screws in withdrawal from end grain, NRoselund
- Re: Lag screws in withdrawal from end grain, NRoselund
- Re: pal system, T
- Re: Wood Fair - who's going?, Fountain Conner
- Re: Wood Fair - whose going?, donn wooldridge
- Re: Wood Fair - whose going?, Michelle Trzecinski
- Re: Wood Fair - who's going?, Michelle Trzecinski
- RE: Lag screws in withdrawal from end grain, Bill Allen, S.E.
- RE: Lag screws in withdrawal from end grain, Bill Allen, S.E.
- Re: Wood Fair - whose going?, NRoselund
- Re: Building Irregularities, William Parada
- Re: Wood Fair - who's going?, John Rose
- Re: Lag screws in withdrawal from end grain, Bdpooley
- Project Impact: Building a Disaster Resistant Community - Videoconference, James Cohen
- Re: Building Irregularities, Paul feather
- RE: Log Structures, Steve Pryor
- RE: Lag screws in withdrawal from end grain, Dennis S. Wish PE
- RE: Project Impact: Building a Disaster Resistant Community - Videoconference, Dennis S. Wish PE
- Standard of Care, Michael D Zaitz
- Re: Project Impact: Building a Disaster Resistant Community - Videoconference, Virendra Varma
- RE: Project Impact: Building a Disaster Resistant Community - V ideoconference, STONE HOLLY (DirSynchAgent)
- Wood Bridge, shahn
- Re: Wood Fair - who's going?, Parkerres
- '97 UBC Element Design, Allen Adams
- Wood Fair - who's going?, K. Hemmatyar
- RE: Wood Bridge, Horning, Dick/CVO
- Re: Wood Bridge, Bdpooley
- RE: Lag screws in withdrawal from end grain, Bill Cain, S.E.
- RE: SEAONC Forum, Constantine Shuhaibar
- Re: Standard of Care, Mike Brown
- Shielding, Bohm, Gabriel
- Concrete cover over conventional reinforcing adjacent to grade, donn wooldridge
- Re: Shielding, Michael Donoghue
- What happen when earthquake shaking bridges in New York City?, Michelle Trzecinski
- Re: Shielding, Fountain Conner
- Re: Shielding, T
- Re: pal system, T
- Re: Wood Fair - who's going?, John Rose
- Re: Standard of Care, Mlcse
- RE: Shielding, Ed Marshall
- Re: Standard of Care, Parkerres
- RE: Concrete cover over conventional reinforcing adjacent to grad e, Horning, Dick/CVO
- RE: Standard of Care, Bill Allen, S.E.
- RE: What happen when earthquake shaking bridges in New York City?, Horning, Dick/CVO
- Re Bostik Staples, T
- RE: Re Bostik Staples, Horning, Dick/CVO
- Concrete cover over conventional reinfor, Roger Turk
- Sheilding, Brian Kehoe
- Re: Re Bostik Staples, Mike Brown
- Re: Re Bostik Staples, T
- RE: Re Bostik Staples, Canitz, Charles F NAB02
- lag screws in withdrawal from end-grain, Buddy Showalter
- RE: Concrete cover over conventional reinfor, Yang, Liao/ANC
- RE: Concrete cover over conventional reinfor, Horning, Dick/CVO
- LRFD vs. ASD, Buddy Showalter
- FW: Standard of Care, La Count, Curt
- RE: Standard of Care, Bill Allen, S.E.
- Re: Shielding, Bill Sherman
- Re: Standard of Care, Bill Sherman
- wood solutions fair, Buddy Showalter
- [no subject], James Allen
- Re: Lag screws in withdrawal from end grain, NRoselund
- Re: Re Bostik Staples, T
- Non-Building seimic analysis, Wood, Chris
- Re:, Robert Kazanjy
- Peer Review for projects on soverign land, Dennis S. Wish PE
- RE: Non-Building seismic analysis, Horning, Dick/CVO
- Rw for Pole Structures, Dennis S. Wish PE
- Ken Starr's Report to Congress Online, Bill Allen, S.E.
- RE: Non-Building seimic analysis, Harold Sprague
- FW: Standard of Care, La Count, Curt
- RE: Standard of Care, Bill Allen, S.E.
- Re: Peer Review for projects on soverign land, donn wooldridge
- corrision of prestressing strands, T. Springer
- Wood connector allowable values, NRoselund
- Re: corrision of prestressing strands, GRileyPE
- Re: Wood connector allowable values, raranous
- Overdriven nails, John Lawson
- Re:, John Rose
- Re: Standard of Care, Parkerres
- RE: Peer Review for projects on soverign land, Dennis S. Wish PE
- Re: Concrete cover over conventional reinforcing adjacent to, jerome . tan
- Re: Non-Building seimic analysis, jerome . tan
- RE: Ken Starr's Report to Congress Online, Caldwell, Stan
- Re: Feildtrip to Cal State San Bernadino, James Lai
- Wood connector allowable values, Buddy Showalter
- Bostitch Staples, Steve Winistorfer
- Re: Bostitch Staples, T
- Rusty Nails, TRYAN
- RE: Ken Starr's Report to Congress Online, Dennis S. Wish PE
- Re: Standard of Care, MSSROLLO
- RE: Ken Starr's Report to Congress Online, Caldwell, Stan
- RE: corrision of prestressing strands, Harold Sprague
- RE: Ken Starr's Report to Congress Online, Christopher Wright
- Re: Concrete cover over conventional rei, Roger Turk
- Wood connector allowable values, Roger Turk
- Re: Peer Review for projects on soverign land, Eddie Gonzalez
- Construction Live Load on Composite Beams, Nick Arenson
- Re: Standard of Care, Bill Sherman
- RE: Construction Live Load on Composite Beams, Ed Marshall
- RE: Rusty Nails, RIDDLE, WILLIAM H
- RE: UBC Section 1634, Horning, Dick/CVO
- UBC Section 1634, Sassan Parhizgari
- Re: Shielding, MSSROLLO
- RE: UBC Section 1634, Harold Sprague
- Re: Standard of Care, MSSROLLO
- RE: Standard of Care, Bill Allen, S.E.
- Re: Standard of Care, ErnieNSE
- Re: Ken Starr's Report to Congress Online, Bill Polhemus
- RE: Standard of Care, Harold Sprague
- RE: Sheilding, James Cohen
- RE: Ken Starr's Report to Congress Online, Dennis S. Wish PE
- SEAOC Membership, MRodrig273
- Non-Ductile Concrete Example, Constantine Shuhaibar
- Re: Cost of List, T
- Re: Cost of List, T
- Re; "portable" footbridges, T
- Fw: Try this, T
- RE: Try this, Germaine, Bob/CVO
- Re; "portable" footbridges, Roger Turk
- shearwalls, chuckuc
- Re: Plywood rigid diaphragms, chuckuc
- Re: Re; "portable" footbridges, Jeff Smith
- Re: RE: Construction Live Load on Composite Beams, Max Porter
- Re: Plywood rigid diaphragms, Mlcse
- RE: Rusty Nails, John Lawson
- Re: Seminar Sat. at USC, Structeng1
- Re: Seminar Sat. at USC, Mlcse
- Re: Re; "portable" footbridges, LibertyEng
- RE: Standard of Care, Phil Boultinghouse
- Re: Ken Starr's Report to Congress Online, Bill Polhemus
- USC Seminar this Saturday - Need Info Thanks!, Mogolfing
- RE: Standard of Care, Bill Allen, S.E.
- Re: Try this, T
- Re: Try this, T
- RE: Re; "portable" footbridges, HECTOR MORERA
- Re: shearwalls, T
- Re: Re; "portable" footbridges, T
- STEEL STRESSES? IN 1900-1910 YEARS, TahirQ
- RE: STEEL STRESSES? IN 1900-1910 YEARS, HECTOR MORERA
- RE: STEEL STRESSES? IN 1900-1910 YEARS, Bill Allen, S.E.
- Re: Try this, Michael Donoghue
- Re: STEEL STRESSES? IN 1900-1910 YEARS, tcumming
- Re: Ken Starr's Report to Congress Online, Charles Greenlaw
- RE: Ken Starr's Report to Congress Online, Dennis S. Wish PE
- Re: shearwalls, chuckuc
- Re: Ken Starr's Report to Congress Online, chuckuc
- Re: shearwalls, T
- RE: Re; "portable" footbridges, Powers, Tony
- STARR Report on our Web site, Shafat Qazi
- Re: Fw: Try this, NRoselund
- Re: Wood connector allowable values, NRoselund
- Re: Re: Ken Starr's Report to Congress Online, Rhkratzse
- RE: STARR Report on our Web site, Bill Allen, S.E.
- Re: Re: Ken Starr's Report to Congress Online, Michael Donoghue
- Re: Re; "portable" footbridges, Juan C. Gray
- Re: Try this, Juan C. Gray
- RE: Re: Ken Starr's Report to Congress Online, Dennis S. Wish PE
- RE: STARR Report on our Web site, Shafat Qazi
- I want return to this E-mail list PLEASE, Thank You, Michelle Trzecinski
- Re: STEEL STRESSES? IN 1900-1910 YEARS, Majid Sarraf
- Re: I want return to this E-mail list PLEASE, Thank You, J. Karim Hosseinzadeh
- FWD: I want return to this E-mail list PLEASE, Thank You, Michelle Trzecinski
- RE: I want return to this E-mail list PLEASE, Thank You, Dennis S. Wish PE
- Re: Rusty Nails, John Rose
- I live in midwest, Michelle Trzecinski
- RE: I live in Midwest, Dennis S. Wish PE
- Thank you very Much Dennis and made sure you read this carefully, Michelle Trzecinski
- Re: Fw: Try this, T
- Re: Try this, T
- Re: I live in Midwest, T
- Re: Sheilding, Bill Lynch
- RE: I want return to this E-mail list PLEASE, Thank You, Robert Rollo
- Re: ENERGY DISSIPATION IN STRUCTURES WITH NITINOL, A SHAPE MEMORY ALLOY, Walter Sawruk
- Seismic Provisions, terrence turner
- Thank you Thor, Michelle Trzecinski
- Re: I want return to this E-mail list PLEASE, Thank You, Robert McGhie
- Re: FWD: I want return to this E-mail list PLEASE, Thank You, Paul feather
- Re: Seismic Provisions, MRodrig273
- Re: Seismic Provisions, Yank2002
- Re: Seismic Provisions, Charles Greenlaw
- UBC 97 Alternate Basic Load Combinations, jerome . tan
- Re: I live in midwest, jerome . tan
- Re[2]: I want return to this E-mail list PLEASE, Thank You, jerome . tan
- RE: Thank you very Much Dennis and made sure you read this carefully, Bill Polhemus
- RE: Try this, Germaine, Bob/CVO
- Re: STEEL STRESSES? IN 1900-1910 YEARS, Charlie Carter
- Re: SEAOC Membership, SEAOSC
- Re: Try this, T
- RE: Re: Ken Starr's Report to Congress Online, Bill Polhemus
- RE: Re: Ken Starr's Report to Congress Online, HECTOR MORERA
- RE: Seismic Provisions, Harold Sprague
- RE: Re: Ken Starr's Report to Congress Online, Joseph Murar
- Seismic Provisions, Rafael Sabelli
- Re: Ken Starr's Report to Congress Online - venom, Rhkratzse
- RE: Ken Starr's Report to Congress Online, Caldwell, Stan
- Re: RE: Ken Starr's Report to Congress Online, Rhkratzse
- RE: Ken Starr's Report to Congress Online, Bill Polhemus
- RE: Ken Starr's Report to Congress Online, Bill Polhemus
- RE: Ken Starr's Report to Congress Online - venom, Bill Polhemus
- RE: RE: Ken Starr's Report to Congress Online, Bill Polhemus
- Anyone Know Pascoe Building Systems?, Paul Blomberg
- RE: Anyone Know Pascoe Building Systems?, Bill Allen, S.E.
- Re: STEEL STRESSES? IN 1900-1910 YEARS, Joan Strua
- Pall Friction-Dampers, Avtar Pall
- R-values in Seismic Provisions, Bill Sherman
- Re: R-values in Seismic Provisions, Ron Hamburger
- IMPORTANT - PLEASE READ., Shafat Qazi
- Political Issues, raranous
- I not one of them, Michelle Trzecinski
- Re: I not one of them, raranous
- Re: Political Issues, Shafat Qazi
- Re: Political Issues, T
- Starr, MJSLAYSMAN
- Political Issues, raranous
- Fw: Cost of List, T
- Re: Political Issues, Lynn
- Re: Political Issues - not in our backyard., nmoore
- Re: Political Issues - not in our backyard., Robert Kazanjy
- Re: Political Issues - not in our backyard., raranous
- RE: Thank you very Much Dennis and made sure you read this carefully, Dennis S. Wish PE
- RE: Political Issues - not in our backyard., Dennis S. Wish PE
- RE: Political Issues, Wood, Chris
- RE: Political Issues, Bill Polhemus
- RE: Thank you very Much Dennis and made sure you read this carefully, Bill Polhemus
- RE: Political Issues, Bill Polhemus
- RE: IMPORTANT - PLEASE READ., Bill Polhemus
- Re: Political Issues, BCainse
- RE: Political Issues, Bill Polhemus
- Re: Re: Political Issues, Richard Lewis
- Re: Political Issues, Lynn
- Re: Political Issues, Bill Sherman
- Seismic design of cable structures., Maria Isabel Falconi
- RE: Anyone Know Pascoe Building Systems?, Paul Blomberg
- Location of footing reinforcement, Richard Lewis
- UBC 97 Alternate Basic Load Combinations, Allen Adams
- Douglas Fir Larch Strength, Jie Lu
- RE: Political Issues, Horning, Dick/CVO
- RE: R-values in Seismic Provisions, Horning, Dick/CVO
- RE: Location of footing reinforcement, HECTOR MORERA
- RE: Anyone Know Pascoe Building Systems?, Bill Allen, S.E.
- RE: Douglas Fir Larch Strength, Horning, Dick/CVO
- FW: R-values in Seismic Provisions, Horning, Dick/CVO
- RE: Anyone Know Pascoe Building Systems?, Horning, Dick/CVO
- RE: Try This, Caldwell, Stan
- RE: Douglas Fir Larch Strength, Canitz, Charles F NAB02
- How to Perpetuate an Unwanted Thread, Roger Turk
- Location of footing reinforcement, Roger Turk
- SEISMIC ISOLATED STRUCTURES - Chp 16 appendix - 1994 UBC, Eddie Gonzalez
- Re: Anyone Know Pascoe Building Systems?, MSSROLLO
- SEISMIC ISOLATED STRUCTURES - Chp 16 appendix - 1994 UBC, Eddie Gonzalez
- RE: Anyone Know Pascoe Building Systems?, Roger Turk
- Re: Seismic design of cable structures., MRodrig273
- FW: SEISMIC ISOLATED STRUCTURES - Chp 16 appendix - 1994 UBC, Chi, Kehshin
- RE: Political Issues, Bill Polhemus
- RE: Douglas Fir Larch Strength, Dennis S. Wish PE
- RE: R-values in Seismic Provisions, Harold Sprague
- RE: Re: Political Issues, Dennis S. Wish PE
- RE: How to Perpetuate an Unwanted Thread, Dennis S. Wish PE
- RE: Thank you very Much Dennis and made sure you read this carefully, Dennis S. Wish PE
- Re: Location of footing reinforcement, Brian K. Smith
- Re: R-values in Seismic Provisions, Bill Sherman
- RE: How to Perpetuate an Unwanted Thread, Germaine, Bob/CVO
- RE: Re: Political Issues, Bill Polhemus
- RE: Thank you very Much Dennis and made sure you read this carefully, Bill Polhemus
- Slab on grade joint repair, Joseph Murar
- RE: Location of footing reinforcement, Trobridge, Bruce
- RE: Slab on grade joint repair, Jerry D. Coombs
- Re: Political Issues, raranous
- Steel protection, Michael D Zaitz
- RE: Steel protection, Horning, Dick/CVO
- RE: Slab on grade joint repair, Harold Sprague
- RE: Political Issues, Jerry D. Coombs
- RE: Slab on grade joint repair, Bill Polhemus
- RE: Political Issues, Caldwell, Stan
- Fw: R-values in Seismic Provisions, T. Eric Gillham
- peer review - model contract documents, Dave Evans
- Protection of Steel, Chance, Acie P.
- RE: I want return to this E-mail list PLEASE, Thank you....., J. Karim Hosseinzadeh
- Re: R-values in Seismic Provisions, Bill Sherman
- RE: Protection of Steel, Harold Sprague
- Re: Location of footing reinforcement, Robert McGhie
- Residential Engineers and Architects Council on Housing, Dennis S. Wish PE
- Re: How to Perpetuate an Unwanted Thread, MSSROLLO
- Re: Location of footing reinforcement, MSSROLLO
- Re: Steel protection, MSSROLLO
- Re: Residential Engineers and Architects Council on Housing, Charles Greenlaw
- Re: Location of footing reinforcement, Sleiman Serhal
- Re: Slab on grade joint repair, jerome . tan
- Re: UBC 97 Alternate Basic Load Combinations, jerome . tan
- Re: Fw: R-values in Seismic Provisions, Majid Sarraf
- RE: Slab on grade joint repair, Jerry D. Coombs
- Re: Residential Engineers and Architects Council on Housing, raranous
- Re: Non-Building seimic analysis, Bill Sherman
- RE: Protection of Steel, Chance, Acie P.
- Re: FW: R-values in Seismic Provisions, Ron Hamburger
- Re: Residential Engineers and Architects Council on Housing, T
- Re: Location of footing reinforcement, raranous
- RE: S.E. registration, Jerry D. Coombs
- RE: Computer Address Book, Jerry D. Coombs
- RE: Protection of Steel, Harold Sprague
- RE: Non-Building seimic analysis, Harold Sprague
- RE: Computer Address Book, Dan Vines
- RE: Steel: Moments in joist seats., Horning, Dick/CVO
- Steel: Moments in joist seats., Eskelsev
- RE: Computer Address Book, Bill Allen, S.E.
- RE: FW: R-values in Seismic Provisions, Bill Allen, S.E.
- Re: Computer Address Book, Steve Privett
- RE: Anyone Know Pascoe Building Systems?, Paul Blomberg
- Re: Computer Address Book, Steve Privett
- [no subject], Dave Morris
- Re: Location of footing reinforcement, ARW
- Re: Anchor Embedment, gfergus
- RE: FW: R-values in Seismic Provisions, Majid Sarraf
- Pacific Timber Engineering Conference, Bruce Shephard
- Pacific Timber Engineering Conference - CORRECTION, Bruce Shephard
- RE: FW: R-values in Seismic Provisions, Bill Allen, S.E.
- Fw: Fw: R-values in Seismic Provisions, T. Eric Gillham
- FW: FW: R-values in Seismic Provisions, La Count, Curt
- RE: Anyone Know Pascoe Building Systems?, Jose Diez
- Re: Steel protection, Jose Diez
- Re: Anyone Know Pascoe Building Systems?, Drew Morris
- RE: FW: R-values in Seismic Provisions, Christopher Wright
- RE: FW: R-values in Seismic Provisions, Bill Allen, S.E.
- Re: Anchor Embedment Inspection, Sandy Pringle
- RE: Computer Address Book, Sasha Itsekson
- Re: Steel: Moments in joist seats., Paul Feather
- Concrete Strain Gauges, Walter Sheen Paoli
- Re: Residential Engineers and Architects Council on Housing, Donald L. Carr
- RE: FW: R-values in Seismic Provisions, Bill Allen, S.E.
- RE: Computer Address Book, Bill Allen, S.E.
- RE: FW: R-values in Seismic Provisions, Christopher Wright
- RE: Concrete Strain Gauges, Harold Sprague
- Re: Protection of Steel, Charlie Carter
- Re: S. E. registration, Kipp Martin
- RE: S. E. registration, Bill Polhemus
- RE: S. E. registration, Trobridge, Bruce
- Re: Computer Address Book, AnandNene
- RE: S. E. registration, Germaine, Bob/CVO
- RE: S. E. registration, Bill Allen, S.E.
- Re: Computer Address Book (Microsoft Fax ), Jeff Smith
- LIVE LOAD FOR WEIGHT ROOMS, Roger Davis
- RE: Computer Address Book (Microsoft Fax ), Bill Allen, S.E.
- RE: LIVE LOAD FOR WEIGHT ROOMS, Bill Allen, S.E.
- Re: LIVE LOAD FOR WEIGHT ROOMS, Edwin T. Dean
- Re: LIVE LOAD FOR WEIGHT ROOMS, Scott A Jensen
- Moment re-distribution in seismic designs, S Avraam
- Re: LIVE LOAD FOR WEIGHT ROOMS, Roger Turk
- Re: LIVE LOAD FOR WEIGHT ROOMS, Brian K. Smith
- RE: LIVE LOAD FOR WEIGHT ROOMS, Bill Cain, S.E.
- RE: S. E. registration, Christopher Wright
- Lag screws, Dave Anderson
- Re: LIVE LOAD FOR WEIGHT ROOMS, Charlie Carter
- RE: S. E. registration, Jerry D. Coombs
- test, James Lin
- RE: Concrete Strain Gauges, Walter Sheen Paoli
- Epoxy Anchor, James Lin
- RE: Epoxy Anchor, Bill Allen, S.E.
- RE: Lag screws, Dennis S. Wish PE
- RE: Epoxy Anchor, Jerry D. Coombs
- RE: FW: R-values in Seismic Provisions, majid sarraf
- RE: FW: R-values in Seismic Provisions, majid sarraf
- Re: FW: FW: R-values in Seismic Provisions, majid sarraf
- P-Delta analysis, Jorge Manuel Ramos
- RE: Epoxy Anchor, Jose Diez
- RE: P-Delta analysis, Horning, Dick/CVO
- Fw: Moment re-distribution in seismic designs, T. Eric Gillham
- Re: S. E. registration, Roger Turk
- Lean concrete, Szuchuan Chang
- RE: Epoxy Anchor, Pethiyagoda Nishan
- Re: Lean concrete, J. Karim Hosseinzadeh
- RE: Lean concrete, Horning, Dick/CVO
- Lean concrete, Roger Turk
- RE: Lean concrete, Dan Vines
- Re: Epoxy Anchor, Lynn
- Re: Political Issues, Resengin
- Re: Lean concrete, P.Rajendran
- Opinion Question, Technicon Engineering, Inc. (Atlanta)
- Lean concrete, Roger Davis
- RE: Lean concrete, Ed Marshall
- Re: Lean concrete, Glenn Otto
- Lean concrete, Roger Davis
- Subject: RE: S. E. registration, Michael Davis
- Re: Opinion Question, raranous
- test message from Roger Davis - SDS Architects, Inc., Roger Davis
- Lean concrete, Roger Davis
- Re: Lean concrete, CLaines
- RE: Lean concrete, Harold Sprague
- Seismic Isolation Information Request, Leopoldo_Sanz_Bocaranda
- RE: Seismic Isolation Information Request, Horning, Dick/CVO
- Re: Opinion Question, Shafat Qazi
- Re: Seismic Isolation Information Request, Eddie Gonzalez
- RE: Seismic Isolation Information Request, Edward Chin
- RE: Seismic Isolation Information Request, Chi, Kehshin
- Increased wind loads due to wall removal., Michael D Zaitz
- Re: Computer Address Book, Parkerres
- GLB Failure, Parkerres
- Re: Epoxy Anchor, RDAHLMANN
- Re: GLB Failure, RDAHLMANN
- RE: GLB Failure, Dennis S. Wish PE
- RCBEAM software, Adam Kluemper
- Re: GLB Failure, Mike Brown
- GLB Failure, Roger Turk
- Re: peer review - model contract documents, T
- Fwd: R-values in Seismic Provisions, Bill Sherman
- Re: GLB Failure, K. Hemmatyar
- RE: Peer Review for projects on soverign land, rodrigo lema
- RE: higher loads or better details., rodrigo lema
- RE: higher loads or better details., rodrigo lema
- RE: Peer Review for projects on soverign land, Dennis S. Wish PE
- Re: Increased wind loads due to wall removal., Phil Hodge
- slab on grade joint repair, Roger Davis
- RE: Peer Review for projects on soverign land, Robert McGhie
- Re: Lean concrete, NRoselund
- Don't forget up, Sergio Antonio Cortez Deras
- RE: Peer Review for projects on soverign land, Kenneth Tarlow
- Differential settlement..., Structeng1
- Re: P-Delta analysis, jerome . tan
- perforated shearwalls, Johnecu
- Shear Capacity:Sandstone, Robert K Blandford
- RE: Epoxy Anchor, Anderson Pete (ap)
- Re: Shear Capacity:Sandstone, NRoselund
- Re: Shear Capacity:Sandstone, NRoselund
- Re: peer review - model contract documents, Edwin T. Dean
- RE: perforated shearwalls, Dennis S. Wish PE
- Re: GLB Failure, ECVAl3
- Grade 5 bolts, AnandNene
- Re: Re: Increased wind loads due to wall removal., Richard Lewis
- Re: GLB Failure, James Allen
- RE: Grade 5 bolts, Ed Marshall
- Re: Grade 5 bolts, Charlie Carter
- Re: Re: Increased wind loads due to wall removal., MLT
- SEAOC, 19987 Convention, majid sarraf
- RE: slab on grade joint repair, Ed Marshall
- FEMA Publications, MRodrig273
- Re: FEMA Publications, Eddie Gonzalez
- RE: Epoxy Anchor -Reply, John Armijo
- RE: FEMA Publications, Bill Cain, S.E.
- Re: peer review - model contract documents, T
- Re: FEMA Publications, Yank2002
- CA Seismic Hazard Zone Maps, Rick Becker
- Concrete Anchors Redux, Bob Shilling
- Wind load in LA area, Mark Sinclair
- Re: FEMA Publications, MLT
- Thanks - Seismic Isolation, Leopoldo_Sanz_Bocaranda
- Re: perforated shearwalls, Johnecu
- Re: Re; "portable" footbridges, Paul Feather
- Timber Rivets?, Rhkratzse
- Re: perforated shearwalls, John Rose
- Re: Shear Capacity:Sandstone, Rhkratzse
- RE: Epoxy Anchor -Reply, Anderson Pete (ap)
- Re: perforated shearwalls, Johnecu
- FW: Comprehending Engineers (humor), Trobridge, Bruce
- Re: Epoxy Anchor -Reply, dan914
- Sleeve Anchors for Masonry, DougSnow
- RE: Epoxy Anchor -Reply -Reply, John Armijo
- RE: Timber Rivets?, Robert Grandmaison
- Re: Lean concrete, ASLCSE
- RE: perforated shearwalls, ARW
- Re: Sleeve Anchors for Masonry, NRoselund
- RE: Sleeve Anchors for Masonry, Anderson Pete (ap)
- COMMERCIAL weight roof deck galvanizing, Tedrick, Robert C POA02
- RE: COMMERCIAL weight roof deck galvanizing, Horning, Dick/CVO
- Cal Trans Sign Structures, Brad Friederichs
- Re: FEMA Publications, jerome . tan
- Re: Residential Engineers and Architects Council on Housing, wtca
- Re: FEMA Publications, raranous
- diffential settlement- Reply, Brian Kehoe
- Re: Lean concrete, Sleiman Serhal
- Re: perforated shearwalls, Johnecu
- Re: perforated shearwalls, Johnecu
- RE: Cal Trans Sign Structures, Brent Koch
- Re: Sleeve Anchors for Masonry, NRoselund
- Re: Sleeve Anchors for Masonry, NRoselund
- FAQ Part 2, Shafat Qazi
- Re: Lean concrete, Walkleypa
- Re: Residential Engineers and Architects Council on Housing, wtca
- test, K. Hemmatyar
- Application of 3Rw/8 - How to apply, Dennis S. Wish PE
- Steel ASTM, Jerry D. Coombs
- RE: Application of 3Rw/8 - How to apply, Horning, Dick/CVO
- Re: Application of 3Rw/8 - How to apply, Mike Brown
- RE: Steel ASTM, Germaine, Bob/CVO
- RE: Application of 3Rw/8 - How to apply, Dennis S. Wish PE
- RE: Application of 3Rw/8 - How to apply, Horning, Dick/CVO
- Wood Fair in Long Beach, Robert McGhie
- Wood Fair in Long Beach -Reply, John Armijo
- RE: Wood Fair in Long Beach -Reply, Alberto Guida
- Re: Application of 3Rw/8 - How to apply, J. Karim Hosseinzadeh
- Fw: Application of 3Rw/8 - How to apply, T. Eric Gillham
- Re: Steel ASTM, jerome . tan
- Fwd: [Fwd: Funny how things come back to haunt you], Resengin
- RE: Application of 3Rw/8 - How to apply, Dennis S. Wish PE
- test (please delete), K. Hemmatyar
- Re: GLB Failure, GRileyPE
- Fw: Application of 3Rw/8 - How to apply, T. Eric Gillham
- Re: Wood Fair - who's going?, Parkerres
- HUMOR: More Funny how things come back to haunt you, Rlfong
- Re: HUMOR: More Funny how things come back to haunt you, Bill Polhemus
- Re: Steel ASTM, Charlie Carter
- Handicap Wood Ramp Detail, Richard Lewis
- RE: Steel ASTM, Ed Marshall
- RE: Steel ASTM, Canitz, Charles F NAB02
- Re: Steel ASTM, Charlie Carter
- RE: HUMOR: More Funny how things come back to haunt you, Bill Cain, S.E.
- Re: Fw: Application of 3Rw/8 - How to apply, Jill T. Shuttleworth, P.E. S.E.
- RE: HUMOR: More Funny how things come back to haunt you, Bill Polhemus
- RE: Steel ASTM, Canitz, Charles F NAB02
- RE: HUMOR: More Funny how things come back to haunt you, Bill Cain, S.E.
- RE: HUMOR: More Funny how things come back to haunt you, Bill Polhemus
- Re: Handicap Wood Ramp Detail, K. Hemmatyar
- RE: Handicap Wood Ramp Detail, RIDDLE, WILLIAM H
- Re: Handicap Wood Ramp Detail, Ross Johnson
- Re: seaint Digest for 22 Sep 1998, Jack J. Ajrab
- COMP: HP Computers?, Bill Allen, S.E.
- Re: COMP: HP Computers?, Charley Hamilton
- Re: Re: Handicap Wood Ramp Detail, Richard Lewis
- Re: seaint Digest for 22 Sep 1998, p. maroudas
- Re: HUMOR: More Funny how things come back to haunt, Rlfong
- Re: COMP: HP Computers?, Y. Henry Huang
- Italian Structural Codes, Rick . Drake
- RE: HUMOR: More Funny how things come back to haunt you, Dennis S. Wish PE
- Re: HUMOR: More Funny how things come back to haunt, Bill Polhemus
- Re: HUMOR: More Funny how things come back to haunt you, Bill Polhemus
- ETABS Modelling, John Alcaras
- RE: HUMOR: More Funny how things come back to haunt, Dennis S. Wish PE
- Re: SEAOC, 19987 Convention, Szuchuan Chang
- Fw: ETABS Modelling, T. Eric Gillham
- Re: ETABS Modelling, Dan Huntington
- Re:ETABS Modelling, Tim . Sheckler
- RE: Italian Structural Codes, WILLIAM R. KEEN
- 316 Stainless values, MSSROLLO
- RE: 316 Stainless values, Wood, Chris
- Re: Differential settlement..., T. Springer
- RE: 316 Stainless values, Horning, Dick/CVO
- Re: 316 Stainless values, Christopher Wright
- Wish On Line, FredT5
- RE: 316 Stainless values, Al Greene
- Re: COMP: HP Computers?, MRodrig273
- Re: [Fwd: Funny how things come back to haunt you], ECVAl3
- Re: Italian Structural Codes, S Avraam
- Re: ETABS Modelling, MRodrig273
- Sonoma Co. Engineer?, Mark Nienberg
- Re: 316 Stainless values, Bob Shilling
- RE: Wish On Line, Wood, Chris
- Anchorage to brick masonry, Michael D Zaitz
- RE: Wish On Line, Dennis S. Wish PE
- Increase in volume for excavated soils, John Armijo
- Re: 316 Stainless values, Bill Sherman
- cracks repair @ brick walls, James Lin
- Re: Anchorage to brick masonry, Sandra Estrella
- The Ken Starr Quote from '60 Minutes' is Bogus, Bill Polhemus
- Stapple values?, Robert McGhie
- Staple values?, Robert McGhie
- perforated shearwalls, Buddy Showalter
- timber rivets, Buddy Showalter
- Re: Staple values?, T
- free standing walls, kTarlow
- free standing walls, kTarlow
- Re: cracks repair @ brick walls, Sandy Pringle
- Re: Handicap Wood Ramp Detail, K. Hemmatyar
- TEST (third time !!!), K. Hemmatyar
- Re: The Ken Starr Quote from '60 Minutes' is Bogus, Rlfong
- Re: Anyone Know Pascoe Building Systems?, ShirishM
- Re: ETABS Modelling, Celso Mendoza
- Unreinforced stone masonry roof -- Text, NRoselund
- Re: cracks repair @ brick walls, NRoselund
- Re: cracks repair @ brick walls, NRoselund
- San Andreas Fault, Karen12959
- RE: cracks repair @ brick walls, Chance, Acie P.
- Modelling rigid links with STAAD III, Alberto Guida
- Wood Fair, Williston L. Warren, IV - S.E.
- Re: Modelling rigid links with STAAD III, Nagi Abo-Shadi
- FWD: San Andreas Fault, MLT
- R-values in seismic design, terrence turner
- Re: San Andreas Fault, Charles Greenlaw
- Re: Increase in volume for excavated soils, SCHFUN
- Re: Increase in volume for excavated soils, SCHFUN
- Re: R-values in seismic design, majid Sarraf
- Re: The Ken Starr Quote from '60 Minutes' is Bogus, Bill Polhemus
- Re: diffential settlement- Reply, Structeng1
- [no subject], terrence turner
- Reinforced Concrete Block, terrence turner
- Re: San Andreas Fault, rnester
- Re: San Andreas Fault, Karen12959
- Message from Internet, Mark K Gilligan
- Re: San Andreas Fault, Rlfong
- Re: Reinforced Concrete Block, T
- Re: Increase in volume for excavated soils, nmoore
- Re: Increase in volume for excavated soils ((2nd time!), K. Hemmatyar
- Re: Handicap Wood Ramp Detail (3rd time!!), K. Hemmatyar
- Re: Handicap Wood Ramp Detail (3rd time!), K. Hemmatyar
- Master and slave joints, Alberto Guida
- [no subject], jerome . tan
- RE: Master and slave joints, Wood, Chris
- RE: Master and slave joints, Christopher Wright
- Re: Anchorage to brick masonry, Walkleypa
- RE: Reinforced Concrete Block, Robert Rollo
- Re: Unreinforced stone masonry roof -- Text, Ken Wong
- Re: Unreinforced stone masonry roof -- Text, Richard Lewis
- Re: cracks repair @ brick walls, Jill T. Shuttleworth, P.E. S.E.
- Re: Anchorage to brick masonry, COEngineer
- Fwd: USGS Earthquake report, Shafat Qazi
- Re: Handicap Wood Ramp Detail (4th time!), K. Hemmatyar
- Re: Anyone Know Pascoe Building Systems?, LRGrabia
- UG Ductbank Concrete, Canitz, Charles F NAB02
- Re: Staple values?, Cmajose
- RE: UG Ductbank Concrete, Horning, Dick/CVO
- Puerto Rico, Chanel1096
- Re: UG Ductbank Concrete, Bill Sherman
- TIES FOR PIER, Sandra Estrella
- RE: TIES FOR PIER, Horning, Dick/CVO
- Re: TIES FOR PIER, John Buchanan
- Re: Unreinforced stone masonry roof -- Text, john schenne
- Re: Unreinforced stone masonry roof -- Text, T
- waterstop, ¹Úâ¹ü
- Steel Tanks: Calculating Sloshing Forces, Aswin Rangaswamy
- Re: Master and slave joints, Joan Strua
- Re: Steel Tanks: Calculating Sloshing Forces, T
- RE: waterstop, Horning, Dick/CVO
- RE: Steel Tanks: Calculating Sloshing Forces, Horning, Dick/CVO
- RE: Steel Tanks: Calculating Sloshing Forces, Jie Lu
- A 588 STEEL / STACK DESIGN, Dave Handy
- RE: A 588 STEEL / STACK DESIGN, Horning, Dick/CVO
- RE: A 588 STEEL / STACK DESIGN, Harold Sprague
- Steel Tanks: Calculating Sloshing Forces -Reply, Fabio SanchezDuran
- Re: Steel Tanks: Calculating Sloshing Forces, Bill Sherman
- FW: A 588 STEEL / STACK DESIGN (more details), Dave Handy
- RE: A 588 STEEL / STACK DESIGN, Christopher Wright
- Cavity Width in Masonry Walls, WILLIAM R. KEEN
- RE: Cavity Width in Masonry Walls, Harold Sprague
- Mechanical Properties of Marble, Walter Sheen Paoli
- Re: Cavity Width in Masonry Walls, john schenne
- Re: Puerto Rico, Jose Diez
- waterstop2, ¹Úâ¹ü
- Re: Steel Tanks: Calculating Sloshing Forces, Celso Mendoza
- Mag 7.3 (+) Saratoga Earthquake, Yank2002
- RE: Mechanical Properties of Marble, Rangelow . Peter
- Re: waterstop2, KH H
- Re: Steel Tanks: Calculating Sloshing Forces, Kipp Martin
- RE: waterstop2, Harold Sprague
- RE: Puerto Rico, Ed Marshall
- RE: waterstop2, Horning, Dick/CVO
- RE: waterstop2, Horning, Dick/CVO
- RE: Mechanical Properties of Marble, Walter Sheen Paoli
- Water Retaining Concrete, Chance, Acie P.
- Re: Water Retaining Concrete, Dan Huntington
- RE: Water Retaining Concrete, Harold Sprague
- RE: Water Retaining Concrete, Marco Zavala
- footings a beam or a slab?, MRodrig273
- Re: footings a beam or a slab?, Mike Brown
- RE: Mechanical Properties of Marble, Robert P. KAZANJY
- Fwd: Shotcrete Demonstration, Shafat Qazi
- Re: Fw: footings a beam or a slab?, MSSROLLO
- Long Beach Wood Fair, Dennis S. Wish PE
- Re: Cranes and earthquake loads, Geoffrey G. Melchor
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