SEAINT Mail Archive 1999 (Apr-Jun)
Civil and Structural Engineering discussions by date
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Thread] [Subject] [Author]
Custom Search
Messages: 2781
- Re: Residential Flexible/Rigid Diaphragm Analysis, Parkerres
- [Fwd: [Fwd: Politics Again.]], Sandra Estrella
- Seismic load on large tanks, Williston L. Warren, IV - S.E.
- Project Scheduling Software, JDMACKPE
- Re: Seismic Loads on Large Tanks - API 620, Aswin Rangaswamy
- Re: Project Scheduling Software, John Dewar
- ETABS, Sung Chung
- Computer Expo, SEAOSC
- Re: Project Scheduling Software, Jim Kestner
- Fw: ETABS, T. Eric Gillham PE
- Re: Re: Seismic Zone 1 - U. L. Steel Beam Substitution, Richard Lewis
- Seismic / building code, Yank2002
- Re: Seismic / building code, Charley Hamilton
- Re: Seismic Zone 1 - U. L. Steel Beam Substitution, Charley Hamilton
- Re: Project Scheduling Software, Celso Mendoza
- RE: Seismic / building code, Harold Sprague
- Re: Seismic / building code, Yank2002
- Tank Foundation, KIM,YOUNG-KI
- RE: Seismic / building code, Mark K Gilligan
- Re: Project Scheduling Software, Rob Stevens
- Re: Seismic / building code, Jim Kestner
- RE: Project Scheduling Software, drode
- Re[2]: Seismic / building code, Ed . Haninger
- Re: Project Scheduling Software, Parkerres
- RE: Seismic / building code, Claret Heider
- RE: Seismic / building code, Harold Sprague
- Horizontal plywood diaphragms, DHLAssoc
- Re: Seismic / building code, Charles Greenlaw
- RE: Project Scheduling Software, Bill Polhemus
- Dennis Wish email address, Robert Kazanjy
- Re: Dennis Wish email address, SEAOSC
- Bridge Design Fees, J. Karim Hosseinzadeh
- Re: ICBO California Legislative Alert, Seaintonln
- RE: Bridge Design Fees, Caldwell, Stan
- Re: Seismic / building code, Seaintonln
- RE: Bridge Design Fees, Bill Polhemus
- RE: Bridge Design Fees, Bill Polhemus
- Re: Seismic / building code, Yank2002
- Re: Seismic / building code, Yank2002
- SEAOSC Computer Expo, Seaintonln
- Re: SEAOSC Computer Expo, John G. Shipp
- Re: Seismic / building code, Greg Smith
- Seismic / building code, T. Eric Gillham PE
- conc tiltup sign, Mvpsc
- hello2, rodrigo gonzalez
- Re: Seismic / building code, Charles Greenlaw
- Re: conc tiltup sign, Paul Feather
- Re: Seismic / building code, Fountain Conner
- Re: Seismic / building code, Seaintonln
- Re: Seismic / building code, Robet McGhie
- Re: Seismic / building code, Fountain Conner
- Re: conc tiltup sign, Parkerres
- Re: Horizontal plywood diaphragms, Parkerres
- Re: hello2, Greg Smith
- Re: conc tiltup sign, Rick . Drake
- Principal Axes Section Properties, Zachary Goswick
- Minimum wall bearing thickness, Glauco
- Minimum column thickness, Glauco
- Re: Principal Axes Section Properties, Structeng1
- Minimum column thickness, Glauco
- Minimum wall bearing thickness, Glauco
- RE: Principal Axes Section Properties, Zachary Goswick
- Re: Principal Axes Section Properties, Chanel1096
- RE: Minimum column thickness, Dcon Ltda
- Principal Section Properties, Zachary Goswick
- Tie Back Retaining Walls, Brad Friederichs
- Principal Section Properties, Roger Turk
- Re: Principal Axes Section Properties, Milo Ketchum
- RE: Principal Section Properties, Zachary Goswick
- RE: Principal Axes Section Properties, Paul Meyer
- Shear Strength of Grouted Rip Rap Slope, ejohnson
- Natural Hazards Mitigation Discussion Groups - Update, JCohen
- Re: Principal Axes Section Properties, Christopher Wright
- Re: Bridge Design Fees, J. Karim Hosseinzadeh
- Re: Principal Axes Section Properties, Milo Ketchum
- RE: Principal Section Properties, Roger Turk
- Shear Strength of Grouted Rip Rap Slope, Roger Turk
- RE: Bridge Design Fees, Caldwell, Stan
- RE: Principal Section Properties, Zachary Goswick
- Re: Principal Axes Section Properties, MSSROLLO
- Concrete Article, Paul Feather
- Re: Concrete Article, Charley Hamilton
- RE: Principal Section Properties, Roger Turk
- Column K factor., BPCE
- steel tee beam - unsymmetric bending, Kara Aya-Welland
- Re: conc tiltup sign, Mvpsc
- Tapered Frame Design Software, Gaylord R. Ransom
- Re: conc tiltup sign, William Nelson
- RE: Response Spectrum Analysis, Francis . Ang
- Re: Principal Section Properties, Resengin
- Re: Column K factor., Charles Greenlaw
- Re: Principal Section Properties, Resengin
- RE: Principal Section Properties, Francis . Ang
- FEM and cables, Drew Morris
- Re: Column K factor., MSSROLLO
- Re: Principal Section Properties, P.Rajendran
- Re: Concrete Article, Jim Kestner
- Re: Tapered Frame Design Software, Glauco
- Re: Tapered Frame Design Software, Andrew Cardona
- Re: Column K factor., Jim Kestner
- FEM and Cables-Reply, James F Fulton
- RE: Computer program for concrete flat slab, Dcon Ltda
- section properties, Chris Towne
- RE: steel tee beam - unsymmetric bending, Charlie Carter
- RE: Column K factor., Charlie Carter
- RE: Column K factor., Waterman Drinkwater
- Re: Re: Principal Section Properties, Richard Lewis
- Digital Camera, AnandNene
- RE: FEM and Cables-Reply, Waterman Drinkwater
- RE: Digital Camera, Bill Polhemus
- RE: Tapered Frame Design Software, Brian K. Smith
- Re: Digital Camera, Sandy Pringle
- RE: Bridge Design Fees, Bill Polhemus
- RE: Digital Camera, Ritter, Mike
- Column K factor, Drew A. Norman, S.E.
- Descon Software, Caldwell, Stan
- Article on Welded Steel Buildings, fturner
- RE: Digital Camera, Bill Polhemus
- Re: Digital Camera, Chanel1096
- RE: Principal Section Properties, Zachary Goswick
- Re: Digital Camera, Steve Strapac
- RE: Digital Camera, Henry David Kim - VECO Engineering, Inc.
- RE: Digital Camera, Tom Schaniel
- Re: Digital Camera, Roger Turk
- RE: Drew in Texas, Caldwell, Stan
- RE: Digital Camera, Caldwell, Stan
- Re: FEM and cables, Ed . Haninger
- Re: Article on Welded Steel Buildings, Christopher Wright
- Re: Seismic / building code, Seaintonln
- 'Bye Folks, Bruce Shephard
- Seismic Coeff., Chris Palmateer
- Bruce Shepard, Juan C. Gray
- Re: 'Bye Folks, raranous
- Fw: FEM and cables, T. Eric Gillham PE
- Seismic Design Manual, dodgen
- SEAOSC Computer Expo/Dinner Meeting, SEAOSC
- Bridge Design Engineer Wanted, J. Karim Hosseinzadeh
- Reply to Yank2002: Seismic / building code, Cmajose
- Re: Digital Camera, Phil Hodge
- Re: seaint Digest for 5 Apr 1999, Paul Ransom
- Re: Tapered Frame Design Software, Paul Ransom
- Re: ICBO California Legislative Alert, Rhkratzse
- Re: Horizontal plywood diaphragms, John Rose
- Re: Seismic / building code / Standard of Care, Rhkratzse
- Job Vacancy at FEMA, Oliver, Clifford
- masonry, Dcon Ltda
- CFR, JCohen
- RE: FEM and Cables-Reply, Harold Sprague
- Column K factor, Parkerres
- RE: CFR, Roger Davis
- Re: ICBO California Legislative Alert, Christopher Wright
- Digital Camera & Negative Scanner, Becker, Rick
- Re: Digital Camera, Constantine Shuhaibar
- Re: masonry, Greg Smith
- RE: Descon Software, Brian K. Smith
- shear ply over gypsum, Jeff Smith
- RE: masonry, Rodrigo Lema
- Re: shear ply over gypsum, John Rose
- RE: shear ply over gypsum, Jeff Smith
- Re: ICBO California Legislative Alert, Charles Greenlaw
- RE: Seismic / building code / Standard of Care, Francis . Ang
- RE: shear ply over gypsum, Henry David Kim - VECO
- SHEAR WALL REFERENCE, Sung Chung
- Autocad14 & General Notes, Blake Haley
- Catenary Shape, NRoselund
- RE: Autocad14 & General Notes, Robert Rollo
- Re: Autocad14 & General Notes, Mark Fisk
- Re: Catenary Shape, Paul Feather
- Re: SHEAR WALL REFERENCE, JAKABY
- RE: Catenary Shape, Dcon Ltda
- Re: Catenary Shape, Milo Ketchum
- RE: Autocad14 & General Notes, Vince Yu
- IBC Hearings, Constantine Shuhaibar
- AutoCad & General Notes, James Lin
- RE: Autocad14 & General Notes, From the desk of Joe Otto
- Texas House Bill 1015, Caldwell, Stan
- Re: IBC Hearings, Ron O. Hamburger
- electronic files, Dunn Associates, Inc.
- IBC Hearings, Roger Turk
- Re: IBC Hearings, Rick . Drake
- Re: Catenary Shape, Charles Greenlaw
- Re: FEM and Cables-Reply, jk
- RE: Autocad14 & General Notes, Eddie Gonzalez
- Re: electronic files, Barry H. Welliver
- Re: electronic files, engrathm
- SEAOC 1996 Proceedings, Fernando S Fonseca
- RE: FEM and Cables-Reply, Waterman Drinkwater
- Re: SEAOC 1996 Proceedings, Robert Kazanjy
- Re: Catenary Shape, cmd
- Forensic Engineering Seminar, Los Angeles Section, ASCE, SCHFUN
- Re: SEAOC 1996 Proceedings, vicpeng
- Re: SEAOC 1996 Proceedings, Robert Kazanjy
- Re: HELP, Kenneth Tarlow
- moving existing tilt-ups, BVeit
- Re: Catenary Shape, Resengin
- Re: Catenary Shape, Bill Sherman
- Re: SHEAR WALL REFERENCE, Bill Sherman
- Re: moving existing tilt-ups, Paul Feather
- Re: moving existing tilt-ups, Phil Hodge
- RE: HELP, Jeff Smith
- RE: electronic files, Mark E. Deardorff
- RE: HELP, Mark E. Deardorff
- Design Delivery Electronically, Abe Knapp
- Re: SEAOC 1996 Proceedings, vicpeng
- Digital Camera & Negative Scanner, Seaintonln
- RE: Catenary Shape, Brian McDonald
- Re: HELP, J. Karim Hosseinzadeh
- RE: FEM and cables, Brian McDonald
- Re: HELP, Jim Kestner
- AISC Seismic Provisions, Connor, John A NWK
- RE: AISC Seismic Provisions, Yousefi, Ben
- Re: FEM and Cables-Reply, jk
- Re: electronic files, Dunn Associates, Inc.
- software, Celso Mendoza
- Re: electronic files, JDMACKPE
- RE: AutoCAD R14 & General Notes, Mark Middlebrook
- Re: Tie Back Retaining Walls, Laurence B. Oeth III
- Re: AISC Seismic Provisions, Mlcse
- Re: Autocad14 & General Notes, David H. Shull, Jr.
- Re: Computer Expo, rakesh patel
- Re: Autocad14 & General Notes, Kenton Buzbee
- Vendors for Wood Design and Analysis Seminar, Mark Redlinger
- Re: AISC Seismic PRovisions for SCBFs, Rafael Sabelli
- Re: Tie Back Retaining Walls, Brad Friederichs
- SONY FD91, Constantine Shuhaibar
- Re: moving existing tilt-ups, JAA
- RISA, Peter Kim
- RE: RISA, Baltar, Joseph P SPK
- RE: RISA, Cain, William
- Appropriate Welding Electrode for ASTM 595 Grade A (55 ksi yield), RainCat1
- Static friction coefficient for stability check, ±è¾ç¼ö
- Re: AISC Seismic PRovisions for SCBFs, Mlcse
- Re:Static friction coefficient for stability check, TBenson
- Re: RISA, Bisarya
- Fw: buckling restraints, prosteel
- RE: RISA, Francis . Ang
- Re: RISA, Kara Aya-Welland
- RE: RISA, Christopher Wright
- Re: RISA, JCohen
- Building Code for the State of Florida, RainCat1
- Re: AISC Seismic Provisions for SCBFs, Rafael Sabelli
- FREE! SEAONC Publication on the Web, Constantine Shuhaibar
- SEAONC Students Seeking Employment, Constantine Shuhaibar
- RE: Building Code for the State of Florida, Ed Marshall
- Re: Building Code for the State of Florida, Fountain Conner
- Building Code for Florida, dodgen
- A588 STEEL, Cesar Freddy Gil
- RE: RISA to CAD, Joseph Harouni
- Re: Economy Drafting Software, LibertyEng
- Na (Table 16-S) & Nv (Table 16-T) of UBC97, James Lin
- Steel Joist Properties (SJ#) in year 1933, James Lin
- Holes for galvanized bolts, Bohm, Gabriel
- RE: Holes for galvanized bolts, Serroels, Chris/SAC
- RE: Holes for galvanized bolts, Ed Marshall
- Re: FREE! SEAONC Publication on the Web, Shafat Qazi
- Re: Holes for galvanized bolts, RLFOLEY
- Re: Steel Joist Properties (SJ#) in year 1933, CanitzCF
- Re: AISC Seismic Provisions for SCBFs, Mlcse
- Dominican Republic, Maria I. Falconi
- RE: Holes for galvanized bolts, Cummings, Chris
- Re: Holes for galvanized bolts, cmd
- Building Code for the State of Florida -Reply, David Puskas
- RE: Dominican Republic, Harold Sprague
- Reroofing, Tom . Hunt
- RE: A588 STEEL, Charlie Carter
- RE: Holes for galvanized bolts, Charlie Carter
- RE: Reroofing, Harold Sprague
- RE: Reroofing, Yousefi, Ben
- Re: Reroofing, Christopher Wright
- Bolt Holes, Same Problem, Different Application, Jim Kestner
- Re: Reroofing, Vyacheslav Gordin
- What Owners Want From Structure, Lanny J. Flynn
- Re: What Owners Want From Structure, Bill McEleney
- Re: What Owners Want From Structure, J. Karim Hosseinzadeh
- Re: Reroofing, vicpeng
- shear wall programs, NDZ28
- Re: Reroofing, DHLAssoc
- Re: shear wall programs, vicpeng
- Re: shear wall programs, RonR908326
- Re: shear wall programs, NDZ28
- RE: Reroofing, Francis . Ang
- Re: Reroofing, ROgawa
- Re: shear wall programs, Mlcse
- Re: Bolt Holes, Same Problem, Different Application, John Goodman
- Re: Bolt Holes, Same Problem, Different Application, Jim Kestner
- Re: Holes for galvanized bolts, Juan C. Gray
- Re: Holes for galvanized bolts, Moore, Danny
- RE: Bolt Holes, Same Problem, Different Application, Charlie Carter
- Prestressed Precast Hollow Core Slabs, Anthony Ellul
- Re: Prestressed Precast Hollow Core Slabs, Dennis
- Re: Bolt Holes, Another Application, Bill Sherman
- Re: Prestressed Precast Hollow Core Slabs, Richard Lewis
- RE: Bolt Holes, Another Application, Harold Sprague
- FREE SEAONC Publication Update, Constantine Shuhaibar
- RE: AISC Seismic Provisions for SCBFs, Connor, John A NWK
- Re: Bolt Holes, Another Application, Daniel J. Huntington
- Re: AISC Seismic Provisions for SCBFs, Daniel J. Huntington
- RE: Bolt Holes, Another Application, Robert Rollo
- UBC 79, Bill Polhemus
- Re: RISA, Seaintonln
- RE: Holes for galvanized bolts, Francis . Ang
- Re: UBC 79, J. Karim Hosseinzadeh
- Re: UBC 79, EphHirsch
- TV Production on SKYSCRAPERS, Rbengrguy
- Re: Bolt Holes, Another Application, EphHirsch
- Re: RISA, Mark Fisk
- Re: UBC 79, Mlcse
- Re: AISC Seismic Provisions for SCBFs, Mlcse
- Re: Holes for galvanized bolts, MSSROLLO
- [no subject], prosteel
- Deformed Mesh Substitution in slab, John Lawson
- Re: Reroofing, Rhkratzse
- RE: Reroofing, James Allen
- Re: Reroofing, vicpeng
- Re: Reroofing, vicpeng
- RE: Reroofing, Mark K Gilligan
- Re: Bolt Holes, Another Application, Bill Sherman
- Re: Prestressed Precast Hollow Core Slabs, Bill Sherman
- RE: Prestressed Precast Hollow Core Slabs, Roger Davis
- RE: Deformed Mesh Substitution in slab, John W. Bryan
- RE: Holes for galvanized bolts, Charlie Carter
- RE: Bolt Holes, Another Application, Harold Sprague
- RE: AISC Seismic Provisions for SCBFs, Harold Sprague
- RE: Reroofing, James Allen
- Intellicad 98, Seaintonln
- Re: TV Production on SKYSCRAPERS, Constantine Shuhaibar
- Re: Deformed Mesh Substitution in slab, JAKABY
- Re: TV Production on SKYSCRAPERS, Eddie Gonzalez
- wood shear wall analysis program, merrick group
- RE: Reroofing, Charles Greenlaw
- Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Sound proofing existing timber structure, Aswin Rangaswamy
- Digital cameras, Phil Hodge
- Welding Code AWS D1.1, Roger Turk
- RE: Deformed Mesh Substitution in slab, Robert Rollo
- Re: Software, vicpeng
- Looking for Michael Ertzan, Rawn Nelson
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Re: Welding Code AWS D1.1, Christopher Wright
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Re: Welding Code AWS D1.1, Roger Turk
- re: Sound proofing existing timber structure, ltang
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Re: Welding Code AWS D1.1, Fountain Conner
- Re: Reroofing and shear wall programs, Seaintonln
- Re: Reroofing and shear wall programs, BD2PE
- Not a joke, Yank2002
- Re: Not a joke, Richard Lewis
- Re:not a joke, Daniel Indrawan
- Re: Welding Code AWS D1.1, Christopher Wright
- Re: Welding Code AWS D1.1, Christopher Wright
- Re: Welding Code AWS D1.1, Christopher Wright
- RE: Re:not a joke, Rodrigo Lema
- Construction joint, M. A. Mufti
- Re: Not a joke -- Code Applcation, Fountain Conner
- Bravo, Rodrigo Lema, Vyacheslav Gordin
- RE: Re:not a joke, Robet McGhie
- Re: Re:not a joke, Kara Aya-Welland
- Re:, vicpeng
- RE: Structural Analysis Programs, ravendra reddy
- Re: Slab on grade, Tom Bayne
- Teak and Mahogany, Parkerres
- Re: Reroofing, raranous
- Rigid Diaphragm Analysis Spreadsheet, Seaintonln
- Free Falling Concrete, Tarek Mokhtar
- Re: Teak and Mahogany, Charles Greenlaw
- Re: Teak and Mahogany, Bruce D Pooley
- Re: Rigid Diaphragm Analysis Spreadsheet, Ong Lim
- RE: Welding Code AWS D1.1, Dee Henrie
- Re: Free Falling Concrete, Rhkratzse
- Roof reports and MinimumDead Load Question, Seaintonln
- RE: Teak and Mahogany, Jeff Smith
- Roof reports and MinimumDead Load Questi, Roger Turk
- Re: Re: Re: not a joke, Richard Lewis
- STR. DESIGN OF BURIED STRUCTURE, robert . rogers
- Re: STR. DESIGN OF BURIED STRUCTURE, Dave Handy
- Re: STR. DESIGN OF BURIED STRUCTURE, Jim Kestner
- Re: STR. DESIGN OF BURIED STRUCTURE, Richard Lewis
- Slender Masonry Walls, Kipp Martin
- Durability of Lightweight Concrete for Ext. Use w/ high foot traffic, Eddie Gonzalez
- Re: Slender Masonry Walls, Dave Handy
- RE: Slender Masonry Walls, Baltar, Joseph P SPK
- RE: Sound proofing existing timber structure, merrick group
- RE:Rigid Diaphragm Analysis Spreadsheet, merrick group
- Re: Slender Masonry Walls, Jim Kestner
- Fwd: Comments and suggestions, NDZ28
- Re[2]: Free Falling Concrete, TBenson
- RE: Slender Masonry Walls, Mark E. Deardorff
- RE: Comments and suggestions, James Allen
- RE: Slender Masonry Walls, Harold Sprague
- IBC in the year 2000, dodgen
- Reroofing and disclosure of risk, Seaintonln
- Pole design values, From the desk of Joe Otto
- Roof reports and MinimumDead Load Questi, Seaintonln
- Re: Reroofing and shear wall programs, Seaintonln
- Pole design values -Reply, John Armijo
- RE: STR. DESIGN OF BURIED STRUCTURE, Harold Sprague
- Re: Comments and suggestions, Kenneth Tarlow
- Reroofing - UPDATE, Tom . Hunt
- Re: Construction joint, ARW
- Roof reports and MinimumDead Load Questi, Roger Turk
- RE: Pole design values, Harold Sprague
- Norman Epstein, et al.`, Nd1942
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Aavansse Deflections, AnandNene
- STAAD Pro / 3 Help, AnandNene
- Re: Welding Code AWS D1.1, Christopher Wright
- buckling restraints, prosteel
- Pole design values, Mark Gilligan
- RE: Digital Camera & Negative Scanner, Sasha Itsekson
- Re: Free Falling Concrete, Sleiman Serhal
- STR. DESIGN OF BURIED STRUCTURE, John Woodson
- Re: ANOTHER VIRUS - If you receive an email titled "IT TAKES GUTS TO SAY 'JESUS'" DO NOT OPEN IT!, Rob Stevens
- RE: ANOTHER VIRUS - If you receive an email titled "IT TAKES GUTS TO SAY 'JESUS'" DO NOT OPEN IT!, Dan Vines
- Re: Rigid Diaphragm Analysis Spreadsheet, Paul_Reilly
- RE: Rigid Diaphragm Analysis Spreadsheet, Bill Polhemus
- Re: Re: ANOTHER VIRUS - PLEASE READ, Richard Lewis
- RE: ANOTHER VIRUS - If you receive an email titled "IT TAKES GUTS TO SAY 'JESUS'" DO NOT OPEN IT!, Cummings, Chris
- viruses in general . . ., Robert Rollo
- RE: Rigid Diaphragm Analysis Spreadsheet, Dee Henrie
- RE: Digital Camera & Negative Scanner, Bill Polhemus
- Re: Fwd: Comments and suggestions, raranous
- viruses in general . . ., Roger Turk
- Hey, It Could Happen [was: Comments and suggestions], Bill Polhemus
- Re: Comments and suggestions, Yank2002
- CJ's in Composite Slabs, Robert Rollo
- RE: Comments and suggestions, Bill Polhemus
- Re: CJ's in Composite Slabs, Richard Lewis
- Re: Welding Code AWS D1.1, Robert Kazanjy
- CRY WOLF!!, Steve Strapac
- Re: Rigid Diaphragm Spreadsheet, Seaintonln
- Re: Rigid Diaphragm Spreadsheet, Patrick Rodgers
- RE: Rigid Diaphragm Spreadsheet, Gerhard du Plessis
- Re: Rigid Diaphragm Spreadsheet, Dave Anderson
- Re: Norman Epstein, et al.`, Rhkratzse
- Re: Roof reports and MinimumDead Load Question, Resengin
- Re: STR. DESIGN OF BURIED STRUCTURE, KH H
- OSB vs Plywood, Tom . Hunt
- Re: Comments and suggestions, Yank2002
- Re: Teak and Mahogany, Parkerres
- Re: Comments and suggestions, Charles Greenlaw
- E-mail Bombs, Roger Turk
- Rigid Diaphragm spread sheet, M. A. Mufti
- RE: CRY WOLF!!, Bill Polhemus
- RE: Comments and suggestions, Bill Polhemus
- REQUESTS for Rigid Diaphragm Spreadsheet, Bill Polhemus
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Re: Welding Code AWS D1.1, J. Karim Hosseinzadeh
- Galvanizing, Dee Henrie
- RE: CRY WOLF!!, Roger Turk
- RE: Galvanizing, Charlie Carter
- SEAInt Online posted, Shafat Qazi
- RE: CRY WOLF!!, Bill Polhemus
- CMU DESIGN LIST, Francisco Duarte
- Re: REQUESTS for Rigid Diaphragm Spreadsheet, Debby Hight
- Re: CMU DESIGN LIST, TahirQ
- Re: viruses in general . . ., Paul Feather
- Re: CMU DESIGN LIST, Paul Feather
- Error Message, J. Karim Hosseinzadeh
- Re: Comments and suggestions, Yank2002
- Re: Error Message, Nasir Navidpour
- RE: CRY WOLF!!, Steve Strapac
- Re: Rigid Diaphragm Analysis, Seaintonln
- Intellicad or Visio Technical Users, Seaintonln
- Public Software - Evolutionary Software, Seaintonln
- Re: Intellicad or Visio Technical Users, JCohen
- Rigid Diaphragm spread sheet, Orlando Prada
- Re: OSB vs Plywood, JAKABY
- Re: Comments and suggestions, raranous
- Re: Error Message, J. Karim Hosseinzadeh
- Bandwidth & public posts, Robert Kazanjy
- RE: OSB vs Plywood, Roger Davis
- Re: Re: OSB vs Plywood, Richard Lewis
- RE: CMU DESIGN LIST, Harold Sprague
- Re: CRY WOLF!!, MSSROLLO
- Re: Comments and suggestions, Parkerres
- Re: Comments and suggestions, Kara Aya-Welland
- Re: Slender Masonry Walls, Mlcse
- Re: OSB vs Plywood, Paul Feather
- RE: Rigid Diaphragm Spreadsheet, Francis . Ang
- Re: Comments and suggestions, Paul Feather
- SEAONC May Newsletter posted, Constantine Shuhaibar
- RE: Slender Masonry Walls, Bill Polhemus
- Re: Public Software - Evolutionary Software, SRTECLA
- Let's Talk STAAD-PRO, Bill Polhemus
- Re: Comments and suggestions, Yank2002
- RE: Comments and suggestions, Kim, Henry D.
- Re: Comments and suggestions, Yank2002
- RE: Rigid Diaphragm Spreadsheet, Francis . Ang
- OSB vs Plywood, Seaintonln
- (Fwd) Re: OSB vs Plywood, Don Carr
- RE: Let's Talk STAAD-PRO, John Woollen
- RE: Rigid Diaphragm Spreadsheet, Glauco
- Re: Tapered Frame Design Software, LRGrabia
- RE: Let's Talk STAAD-PRO, Connor, John A NWK
- Re: (Fwd) Re: OSB vs Plywood, Christopher Wright
- Mechanical Properties SAE 1022, Marco Zavala
- Re: Comments and suggestions, Parkerres
- RE: Comments and suggestions, Cain, William
- Steel Deck Diaphragms, Barry H. Welliver
- Steel Deck Diaphragms -Reply, John Armijo
- Re: Steel Deck Diaphragms, Christopher Wright
- RE: Steel Deck Diaphragms, Roger Davis
- RE: Steel Deck Diaphragms, Lorne Lapham
- Steel Deck Diaphragms, Roger Turk
- RE: Steel Deck Diaphragms -Reply, John Armijo
- Re: Comments and suggestions, Robert Kazanjy
- RE: Steel Deck Diaphragms -Reply, John Armijo
- Re: Mechanical Properties SAE 1022, Robert Kazanjy
- Re: Comments and suggestions, Robert Kazanjy
- Re: Slender Masonry Walls, BSmithSE
- RE: Comments and suggestions, Bill Polhemus
- Beam cast on masonry wall, M. A. Mufti
- Re: Rigid Diaphragm Spreadsheet, Francisco Duarte
- RE: Comments and suggestions, Bill Polhemus
- RE: Slender Masonry Walls, Brian K. Smith
- RE: Steel Deck Diaphragms, Roger Davis
- Re: Comments and suggestions, Paul Feather
- Re: Let's Talk STAAD-PRO, Jill T. Shuttleworth, P.E. S.E.
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- RE: Steel Deck Diaphragms, Robert Rollo
- RE: Steel Deck Diaphragms, Christopher Wright
- Re: Comments and suggestions, Yank2002
- RE: Comments and suggestions, Bill Polhemus
- RE: Steel Deck Diaphragms, Roger Davis
- Deep Slab, Siamak Komaie
- RE: Let's Talk STAAD-PRO, Connor, John A NWK
- RE: Steel Deck Diaphragms, Paul Meyer
- Retrofit, jbotch
- Re: Deep Slab, Rhkratzse
- Re: Steel Deck Diaphragms, Barry H. Welliver
- Re: Steel Deck Diaphragms, Jie Lu, P.E., S.E.
- Re: Slender Masonry Walls, Mlcse
- Re: Let's Talk STAAD-PRO, SHAR1210
- Re: Let's Talk STAAD-PRO, JRWMKW
- (Fwd) Re: OSB vs Plywood, Mark Gilligan
- Hilti Kwik Bolt II Stud Anchors., Adolfo Galvez
- Re: (Fwd) Re: OSB vs Plywood, Christopher Wright
- Re: Retrofit, Robert J Bossi, PE
- Re: OSB vs Plywood, Seaintonln
- Steel Deck Diaphragms, Seaintonln
- Announcing SEAINT Online on SEAINT Website, Seaintonln
- Re: Let's Talk STAAD-PRO, Fountain Conner
- To Dennis Wish, Yank2002
- Re: To Dennis Wish, Mario A. Tioli
- Re: Beam cast on masonry wall, Dr. Ravi Sinha
- Re: To Dennis Wish, Seaintonln
- Fwd: OPEN LETTER TO SAC AND SEAOC MEMBERSHIP, Shafat Qazi
- Re: To Dennis Wish, Rudra Nevatia
- Re: Deep Slab, Siamak Komaie
- Re: Deep Slab, Siamak Komaie
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- Re: Deep Slab, Greg Smith
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- Re: Steel Deck Diaphragms, LGSEA
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- Modeling Diaphragm Stiffness of Unreinforced Masonry, Bill Polhemus
- RE: Let's Talk STAAD-PRO, Mark McCormick
- RE: OPEN LETTER TO SAC AND SEAOC MEMBERSHIP, Bill Polhemus
- EMT TUBING, Bart Needham
- Re: Modeling Diaphragm Stiffness of Unreinforced Masonry, Greg Smith
- RE: OPEN LETTER TO SAC AND SEAOC MEMBERSHIP, DEVERE, PETER P. (JSC-ES)
- Re: Fwd: OPEN LETTER TO SAC AND SEAOC MEMBERSHIP, Rick Ranous
- RE: Let's Talk STAAD-PRO, Christopher Wright
- Modelling diaphragm stiffness, Rodrigo Lema
- RE: Let's Talk STAAD-PRO, Christopher Wright
- Re: Modeling Diaphragm Stiffness of Unreinforced Masonry, NRoselund
- S & M downloads, Greg Smith
- RE: Modelling diaphragm stiffness, Bill Polhemus
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Bill Polhemus
- RE: OPEN LETTER TO SAC, etc., Rawn Nelson
- Re[2]: Let's Talk STAAD-PRO, Ed . Haninger
- RE: OPEN LETTER TO SAC, etc., Rick Ranous
- Rigid Diaphragm spreadsheet, DOLORES (DOLLY) TRIVIZ
- RE: Let's Talk STAAD-PRO, Caldwell, Stan
- RE: Let's Talk STAAD-PRO, Caldwell, Stan
- RE: Rigid Diaphragm spreadsheet, Piero Bengoa
- RE: Let's Talk STAAD-PRO, Bill Polhemus
- Re: Rigid Diaphragm spreadsheet, Jerry Middaugh
- Re: Let's Talk STAAD-PRO, MSSROLLO
- Re: Let's Talk STAAD-PRO, Jerry Middaugh
- Re: Steel Deck Diaphragms, MSSROLLO
- Concrete Mix for low permeability, MSSROLLO
- Re: Concrete Mix for low permeability, JCohen
- OPEN LETTER TO SAC & SEAOC MEMBERSHIP, MESSINGERD
- Re: Modeling Diaphragm Stiffness of Unreinforced Masonry, Mlcse
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Rodrigo Lema
- Re: Concrete Mix for low permeability, MSSROLLO
- Re: Modeling Diaphragm Stiffness of Unreinforced Masonry, cmd
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Bill Polhemus
- RE: Concrete Mix for low permeability, Harold Sprague
- RE: Concrete Mix for low permeability, Paul Meyer
- Slender Masonry Walls, Again, Kipp Martin
- Re: Concrete Mix for low permeability, Roger Turk
- RE: Slender Masonry Walls, Again, Bill Polhemus
- RE: Concrete Mix for low permeability, Vince Yu
- nailing zones in plywood diaphragms, Yousefi, Ben
- RE: Slender Masonry Walls, Again, Mark E. Deardorff
- FEMA 273 PDF Format Document(s), Bill Polhemus
- Re: Concrete Mix for low permeability, Parkerres
- RE: Rigid Diaphragm spreadsheet (just kiddin'), Rodrigo Lema
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Rodrigo Lema
- RE: Let's Talk STAAD-PRO and why not PCA-Frame (and all the others out there), Rodrigo Lema
- Re[2]: Concrete Mix for low permeability, robert . rogers
- Re: FEMA 273 PDF Format Document(s), Fountain Conner
- Re: Re[2]: Concrete Mix for low permeability, MSSROLLO
- FW: Slender Masonry Walls, Again, La Count, Curt
- Re: nailing zones in plywood diaphragms, Charles Greenlaw
- 1.1Load Factor in 1997 UBC, Constantine Shuhaibar
- Re: FEMA 273 PDF Format Document(s), nmoore
- Re: 1.1Load Factor in 1997 UBC, Eddie Gonzalez
- RE: Mechanical Properties SAE 1022, Harold Sprague
- RE: 1.1Load Factor in 1997 UBC, Yousefi, Ben
- RE: Concrete Mix for low permeability, Maria I. Falconi
- RE: 1.1Load Factor in 1997 UBC, Paul Crocker
- Re: nailing zones in plywood diaphragms -Reply, David Puskas
- Re: Concrete Mix for low permeability, Sleiman Serhal
- re:nailing zones in plywood diaphragms, Seaintonln
- Fwd: Memorial Services for Charles Abbott, Shafat Qazi
- Re: nailing zones in plywood diaphragms, Paul Feather
- nailing zones in plywood diaphragms, Roger Turk
- SEAINT Online, Rodrigo Lema
- San Bernardino Retrofit Project, Greg Brouwer
- TEST, Mark Oakford
- RE: Mechanical Properties SAE 1022, don . rode
- Dennis' Newsletter, BD2PE
- Re: nailing zones in plywood diaphragms, JAKABY
- Re: Dennis' Newsletter, Shafat Qazi
- Re: nailing zones in plywood diaphragms, JAKABY
- Re: SEAINT Online, Seaintonln
- Re: nailing zones in plywood diaphragms, Roger Turk
- Re: SEAINT Online, Bakerhall1
- Steel Orthotropic Bridge Deck, Bill Polhemus
- Re: Steel Orthotropic Bridge Deck, Jim Kestner
- Re: nailing zones in plywood diaphragms, JAKABY
- Re: Steel Orthotropic Bridge Deck, Tom_Cummings
- RE: Beam cast on masonry wall, ARW
- RE: Steel Orthotropic Bridge Deck, Bill Polhemus
- RE: Steel Orthotropic Bridge Deck, Tom_Cummings
- Workshop - Implementation of DMG 117 -Liquefaction Hazards - 6/17 /99, Becker, Rick
- (no subject), W. Gray Hodge
- Hampe, Greg Smith
- RE: (no subject), Paul Meyer
- RE: (no subject), Paul Meyer
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, rui cunha
- Re: Hampe, NRoselund
- Re: 1.1Load Factor in 1997 UBC, rui cunha
- RE: (no subject), rui cunha
- Re: SEAINT Online, rui cunha
- Special Listservice for Spreadsheet and other types of programing?, Seaintonln
- Need sample of Rigid Diaphragm Analysis, Seaintonln
- Re: (no subject), SDGSE
- Failure of Connection between Rafter and Ridge Beam, Mark Oakford
- SE Licensing Requirements, Mark Oakford
- Uniform Licensing Requirements?, Mark Oakford
- Failure of Connection between Rafter and Ridge Bea, marfra
- RE: (Fwd) Re: OSB vs Plywood, Paul McEntee
- Re: Uniform Licensing Requirements?, Charles Greenlaw
- Dynamic loads on foundations, Maria I. Falconi
- Re: Dynamic loads on foundations, Walter Sawruk
- Re: Failure of Connection between Rafter and Ridge Bea, Jim Kestner
- RE: Steel Orthotropic Bridge Deck, Bill Polhemus
- RE: Dynamic loads on foundations, Alberto Guida
- Re: Deep Slab, RJConley
- RE: Uniform Licensing Requirements?, Jerry D. Coombs
- Re: Failure of Connection between Rafter and Ridge Beam, Fountain Conner
- Non-Engineering, vicpeng
- Non-Engineering, vicpeng
- RE: Uniform Licensing Requirements?, Caldwell, Stan
- Re: Dynamic loads on foundations, Randy Russ
- RE: Uniform Licensing Requirements?, Bill Polhemus
- Failure of Connection between Rafter and, Roger Turk
- Re: Hampe, Roger Turk
- RE: Beam cast on masonry wall, Rodrigo Lema
- Re: Uniform Licensing Requirements?, Robert J Bossi, PE
- Re: Failure of Connection between Rafter and, vicpeng
- Re: Failure of Connection between Rafter and Ridge Beam, Jill T. Shuttleworth, P.E. S.E.
- RE: Uniform Licensing Requirements?, Bill Polhemus
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Ing. Arturo Martínez
- Re: Steel Orthotropic Bridge Deck, Juan C. Gray
- LINUX, Milo Ketchum
- Re: Dynamic loads on foundations, Juan C. Gray
- RE: LINUX, Bill Polhemus
- RE: LINUX, Mark E. Deardorff
- Re: LINUX, Charley Hamilton
- Re: Uniform Licensing Requirements?, Paul Feather
- RE: LINUX, Bill Polhemus
- Re: LINUX, Charley Hamilton
- Fwd: Password, Bobeng
- Re: Failure of Connection between Rafter, Roger Turk
- LINUX, Roger Turk
- Re: LINUX, Charley Hamilton
- Re: Uniform Licensing Requirements?, Charles Greenlaw
- RE: LINUX, Bill Polhemus
- Re:Dynamic Loads on Foundations, Daniel Indrawan
- Re: Failure of Connection between Rafter, vicpeng
- Connection between rafter and ridge, NRoselund
- Re: Rigid Diaphragm Spreadsheet, João R. de Lima
- Re: Connection between rafter and ridge, vicpeng
- Re: Seismic Upgrade prob. W/97 UBC, Lynn
- Re: Seismic Upgrade prob. W/97 UBC, Byainc
- Re: Seismic Upgrade prob. W/97 UBC, Roger Turk
- Re: Seismic Upgrade prob. W/97 UBC, Structeng1
- Re: Seismic Upgrade prob. W/97 UBC, RLFOLEY
- Re: Seismic Upgrade prob. W/97 UBC, Mark Gilligan
- Re: Seismic Upgrade prob. W/97 UBC, RLFOLEY
- Re: Seismic Upgrade prob. W/97 UBC, Robert J Bossi, PE
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Rodrigo Lema
- Re: Seismic Upgrade prob. W/97 UBC, Seaintonln
- Re: Seismic Upgrade prob. W/97 UBC, Seaintonln
- Re: LINUX, Andrew Goh
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- Concrete Demolition, Alex C. Nacionales
- Re: Seismic Upgrade prob. W/97 UBC, Dgmurphy
- Re: Seismic Upgrade ..... Appeal to those who created the code, raranous
- Re: Seismic Upgrade prob. W/97 UBC, Lynn H
- Re: Seismic Upgrade prob. W/97 UBC, Lynn H
- Re: Seismic Upgrade prob. W/97 UBC, Lynn H
- 94 UBC and Rigid Plywood Diaphragms??????, Seaintonln
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Failure in downloading AVwin98 Plus., Muhammad Amin
- design code, Waterman Drinkwater
- Re: Seismic Upgrade ..... Appeal to those who created the code, Barry H. Welliver
- Re: Failure of Connection between Rafter, Paul_Reilly
- Re: design code, Rick . Drake
- Re: Failure of Connection between Rafter, vicpeng
- Re: Fwd: OPEN LETTER TO SAC AND SEAOC MEMBERSHIP, Rick Ranous
- Re: Failure in downloading AVwin98 Plus., AnandNene
- RE: design code, Waterman Drinkwater
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Bill Polhemus
- RE: LINUX, Bill Polhemus
- Re: Failure in downloading AVwin98 Plus., Paul Feather
- Re: Seismic Upgrade prob. W/97 UBC, Robert J Bossi, PE
- Re: 94 UBC and Rigid Plywood Diaphragms??????, Robert J Bossi, PE
- Re: 94 UBC and Rigid Plywood Diaphragms??????, vicpeng
- RE: design code, Christopher Wright
- DEFINITION: "Full-Factored Live Load" in UBC '97 Para. 1908.9.2, Bill Polhemus
- RE: design code, Bill Polhemus
- RE: 94 UBC and Rigid Plywood Diaphragms??????, Cain, William
- RE: DEFINITION: "Full-Factored Live Load" in UBC '97 Para. 1908.9.2, Bill Polhemus
- When does 97 UBC go into effect, Jeff Smith
- RE: When does 97 UBC go into effect, Yousefi, Ben
- RE: 94 UBC and Rigid Plywood Diaphragms??????, Yousefi, Ben
- DEFINITION: "Full-Factored Live Load" in, Roger Turk
- RE: DEFINITION: "Full-Factored Live Load" in, Bill Polhemus
- Re: Seismic Upgrade prob. W/97 UBC, Seaintonln
- Re: Seismic Upgrade prob. W/97 UBC, Rick Ranous
- Re[2]: Seismic Upgrade prob. W/97 UBC, campbell
- RE: Seismic Upgrade prob. W/97 UBC, Bill Polhemus
- New List Question, Seaintonln
- RE: 94 UBC and Rigid Plywood Diaphragms??????, Charles Greenlaw
- Revised SEAINT Online PDF file, Seaintonln
- Re: Seismic Upgrade prob. W/97 UBC, Fountain Conner
- RE: Seismic Upgrade prob. W/97 UBC, Cain, William
- Re: Seismic Upgrade prob. W/97 UBC, Roger Turk
- RE: DEFINITION: "Full-Factored Live Load, Roger Turk
- RE: Beam cast on masonry wall, ARW
- Re: Dynamic loads on foundations seaint(--nospam--at)seaint.org, ARW
- RE: LINUX, Joseph Harouni
- Minimum Reinforcement Ratio for Footings, John E. Alcaras
- Minimum Reinforcement Ratio for Footings, John E. Alcaras
- Re: Failure in downloading AVwin98 Plus., Mario A. Tioli
- Re: Failure in downloading AVwin98 Plus., Mario A. Tioli
- Minimum Reinforcement Ratio for Footings, Roger Turk
- Re: Failure of Connection between Rafter, BSmithSE
- Re: 94 UBC and Rigid Plywood Diaphragms??????, vicpeng
- OPEN LETTER TO SAC JOINT VENTURE AND SEAOC MEMBERSHIP, Earl424563
- Re: OPEN LETTER TO SAC JOINT VENTURE AND SEAOC MEMBERSHIP, DKHATRI
- RE: DEFINITION: "Full-Factored Live Load, Roger Davis
- RE: Minimum Reinforcement Ratio for Footings, Roger Davis
- RE: DEFINITION: "Full-Factored Live Load, Bill Polhemus
- Minimum Reinforcement for Footings, James F Fulton
- RE: DEFINITION: "Full-Factored Live Load, Bill Polhemus
- Analysis of OLD building, Dan Vines
- Re: Seismic Upgrade prob. W/97 UBC, BSmithSE
- Re: Analysis of OLD building, Chris Towne
- Re: OPEN LETTER TO SAC JOINT VENTURE AND SEAOC MEMBERSHIP, Ron O. Hamburger
- RE: Failure of Connection between Rafter, Cain, William
- Re: Analysis of OLD building, Edwin Schmeckpeper
- RE: When does 97 UBC go into effect, Jeff Smith
- Re: When does 97 UBC go into effect, Tom Liberty
- Blue Book Revision - Strong Column / Weak Beam Req'dmt, Eddie Gonzalez
- Analysis of OLD building, Roger Turk
- Re: Failure of Connection between Rafter, Roger Turk
- RE: DEFINITION: "Full-Factored Live Load", Sherman, William
- Announcing ONLINE Listservice, Seaintonln
- RE: Analysis of OLD building, Dan Vines
- rigid plywood diaphragm??????, merrick group
- RE: DEFINITION: "Full-Factored Live Load", Bill Polhemus
- Patterned Live Load in Lateral Load Combinations, Bill Polhemus
- remove name please, Mark Fisk
- FWD: LINUX, Joyce Fuss
- light gage metal systems, Structeng1
- Re: rigid plywood diaphragm??????, vicpeng
- RE: light gage metal systems, Kim, Henry D.
- light gage metal systems -Reply, David Puskas
- RE: light gage metal systems, Dan Vines
- FW: light gage metal systems, Kim, Henry D.
- RE: light gage metal systems, Jerry D. Coombs
- Re: light gage metal systems, Paul Feather
- Re: Changing the code (followup to Rigid Diaphragm), Seaintonln
- Avansee Comments, Seaintonln
- RE: light gage metal systems, Ron Hill
- ASD Seismic Load Combinations, Stan Mulder
- RE: Changing the code (followup to Rigid Diaphragm), Yousefi, Ben
- Blue Book Revision - Strong Column / Weak Beam Req'dmt, Eddie Gonzalez
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Re: When does 97 UBC go into effect, Randy Vogelgesang
- Re: When does 97 UBC go into effect, fturner
- 3x alternatives, jbotch
- FLAT SLAB REINFORCEMENT REQUIREMENT, David Taquino
- Salary Survey, Steve Strapac
- Re: Salary Survey, vicpeng
- Salary Survey, Roger Turk
- Re: Salary Survey, kaucher
- Re: light gage metal systems, Structeng1
- Re: light gage metal systems, RLFOLEY
- Re: Seismic Upgrade ..... Appeal to those who created the code, raranous
- Seismic design of pole building, Mark T. Swingle
- Re: Salary Survey, P.Rajendran
- RE: salary survey, Zachary Goswick
- RE: FLAT SLAB REINFORCEMENT REQUIREMENT, Gregory P. Luth
- Re: Minimum Reinforcement Ratio for Footings, Sleiman Serhal
- Re: Changing the code (followup to Rigid Diaphragm), Barry H. Welliver
- Cylindrical domes, DougSnow
- Re: salary survey, Nick Amico
- RE: Salary Survey, Dcon Ltda
- Re: 3x alternatives, DougSnow
- Re: Salary Survey, raranous
- Re: Seismic Upgrade ..... Appeal to those who created the code, Christopher Wright
- RE: Salary Survey, Baltar, Joseph P SPK
- Re: Seismic design of pole building, nmoore
- RE: Cylindrical domes, Ron Hill
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Re: Special Listservice for Spreadsheet and other types of programing?, rui cunha
- Re: (no subject), rui cunha
- Re: (no subject), rui cunha
- Re: Dynamic loads on foundations, rui cunha
- Re: Hampe, rui cunha
- RE: Steel Orthotropic Bridge Deck, rui cunha
- RE: Dynamic loads on foundations, Dcon Ltda
- Re: Concrete Demolition, rui cunha
- RE: Salary Survey, Caldwell, Stan
- Re: Rigid Diaphragm Spreadsheet, rui cunha
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, rui cunha
- Re: 3x alternatives, rui cunha
- Columns below grade line, Alex C. Nacionales
- Re: Salary Survey, Phil Hodge
- San Bernardino Retrofit Project. Again., Greg Brouwer
- Re: RUI CUNHA, SDGSE
- Re: Seismic Upgrade ..... Appeal to those who created the code, Yank2002
- Re: Salary Survey, Steve Strapac
- Definition of a Drag Strut, Seaintonln
- RE: Salary Survey, Shafat Qazi
- Twisters, Blake Haley
- RE: light gage metal systems, Charlie Carter
- Salary Survey [ 12 or So Responses ], Bobeng
- Re: Cylindrical domes, rui cunha
- Twisters, Roger Turk
- RE: Twisters, Harold Sprague
- Liability and the '97 UBC, Seaintonln
- Fortran Compiler Versions, Adolfo Galvez
- Re: Twisters, JCohen
- RE: Salary Survey, Bill Polhemus
- Re: Twisters, fturner
- RE: Salary Survey, Bill Polhemus
- Re: Fortran Compiler Versions, cmd
- RE: Salary Survey [ 12 or So Responses ], Bill Polhemus
- RE: Salary Survey, Bill Polhemus
- Fortran Compiler Versions, Roger Turk
- Airport Taxiway Bridges, Bill Polhemus
- Liability - Less than minimum code standard, Seaintonln
- Re: Salary Survey, Yank2002
- light gage metal systems, Suzanne
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Re: Airport Taxiway Bridges, Paul Crocker
- Ron Gallagher's Comments in SEAOC Plan Review, Seaintonln
- RE: Liability - Less than minimum code standard, Yousefi, Ben
- RE: Fortran Compiler Versions, Bill Polhemus
- Faulty Premise, Bill Polhemus
- Re: Seismic Upgrade prob. W/97 UBC, Laurence B. Oeth III
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Lynn H
- Airport Taxiway Bridges, Roger Turk
- Code created Malpractice opportunity, Seaintonln
- RE: Faulty Premise, Dave Meney
- RE: Cylindrical domes, Paul Meyer
- RE: Fortran Compiler Versions, Waterman Drinkwater
- Need information from Multiframe users for PC, Seaintonln
- Re: Salary Survey, Bobeng
- RE: Salary Survey, Caldwell, Stan
- Re: light gage metal systems, Seaintonln
- Fortran 77 compiler, Silenio Marciano de Paulo
- East LA Building Code, Paul Martin
- Hockeytown South, Drew Morris
- RE: Twisters, Rick Ranous
- RE: Fortran Compiler Versions, Dr. Ravi Sinha
- RE: Salary Survey, Francis . Ang
- Re: Salary Survey, Scott Melnick
- Rigid vs Flexible Diaphragms - Some Comments, Mark T. Swingle
- Re: Salary Survey, Seaintonln
- Hockey Town South??, dave . angelotti
- Re: Rigid vs Flexible Diaphragms - Some Comments, Parkerres
- Re: Cylindrical domes, Bakerhall1
- Definition of a Drag Strut -Reply, David Puskas
- Re: Rigid vs Flexible Diaphragms - Some Comments, Jim Kestner
- RE: Rigid vs Flexible Diaphragms - Some Comments, Jeff Smith
- RE: Salary Survey, Caldwell, Stan
- RE: Fortran 77 compiler, Bill Polhemus
- Fortran 77 compiler, Roger Turk
- Rigid vs Flexible Diaphragms - Some Comm, Roger Turk
- RE: Rigid vs Flexible Diaphragms - Some Comments, Christopher Wright
- RE: Hockeytown South, Bill Polhemus
- Re: Ron Gallagher's Comments in SEAOC Plan Review, nmoore
- Code is the standard of care, merrick group
- RE: Hockey Town South??, Bill Polhemus
- RE: Airport Taxiway Bridges, James Hagensen
- Structural Engineering Compensation, Caldwell, Stan
- drop caps, SEAOSC
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Seaintonln
- Re:Hockeytown South, TBenson
- Re: Code is the standard of care, Seaintonln
- RE: Hockey Town South??, Caldwell, Stan
- Re: rigid wood diaphragms ?????, Jim Kestner
- Re: drop caps, Seaintonln
- Re: East LA Building Code, Seaintonln
- Looking for a structural engineer, ader
- Re: drop caps, Seaintonln
- Re: drop caps, Greg Smith
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Charles Greenlaw
- Re: Code is the standard of care, Yank2002
- Computer Related Listservice is now ready!, Seaintonln
- Re: Liability and the '97 UBC, Ray A. Pixley
- INFO on fortran compiler, Matt Boone
- Re: Structural Engineering Compensation, Steve Strapac
- Re: Ron Gallagher's Comments in SEAOC Plan Review, nmoore
- Re: Wood Diaphragms, Robert J Bossi, PE
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Charles Greenlaw
- Re: Wood Diaphragms, Seaintonln
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Seaintonln
- For all, Btravlr
- Re: Code created Malpractice opportunity, Robet McGhie
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Byainc
- Re: 3x alternatives, Rhkratzse
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Ron O. Hamburger
- RE: Fortran 77 compiler, Bill Polhemus
- Re: Airport Taxiway Bridges, Eddie Gonzalez
- Re: Seismic Upgrade ..... Appeal to those who created the code, Christopher Wright
- Re: Wood Diaphragms, FEMCCLURE
- Re:East LA Building Code, TBenson
- Re: Code created Malpractice opportunity, Seaintonln
- Re: Liability and the '97 UBC, Roger Turk
- Re: Salary Survey, Seaintonln
- Re: plan check under 97 code, NDZ28
- Re: Rigid vs Flexible Diaphragms - Some Comments, vicpeng
- Re: Ron......... Rigid Diaphragm Analysis, Seaintonln
- Re: Rigid vs Flexible Diaphragms - Some Comments, NDZ28
- Re: Rigid vs Flexible Diaphragms - Some Comm, vicpeng
- Re: FLAT SLAB REINFORCEMENT REQUIREMENT, ASLCSE
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Charles Greenlaw
- Re: Rigid Diaphragm Analysis, Robert J Bossi, PE
- Re: Definition of a Drag Strut -Reply, Seaintonln
- Re: Liability and the '97 UBC, Robert J Bossi, PE
- Re: Rigid Diaphragm Analysis, Greg Smith
- RE: Columns below grade line, Dan Vines
- Re: Ron......... Rigid Diaphragm Analysis, Byainc
- Clay Tile Wall Opening Lintel, Richard Lewis
- Re: Ron......... Rigid Diaphragm Analysis, Seaintonln
- Re: Twisters, MESSINGERD
- Re: Rigid Diaphragm Analysis, NDZ28
- Re: plan check under 97 code, Seaintonln
- RE: Rigid Diaphragm Analysis, Jeff Smith
- Re: Code created Malpractice opportunity, Robet McGhie
- Re: Code created Malpractice opportunity, Seaintonln
- Re: Rigid Diaphragm Analysis, Seaintonln
- Re: Rigid Diaphragm Analysis, SDGSE
- Re: Seismic Upgrade ..... Appeal to those who created the code, NDZ28
- Re: Ron .....Rigid Diaphragm Analysis, SDGSE
- Re: Airport Taxiway Bridges, Rlfong
- RE: Salary Survey, Bill Polhemus
- Re: .... Appeal to those who created the code, Fountain Conner
- Re: Structural Engineering Compensation, Paul Feather
- Re: Hockeytown South, raranous
- RE: Salary Survey, Bill Polhemus
- RE: Salary Survey, dave . angelotti
- Engineers vs. Architects, Caldwell, Stan
- Re: Ron Gallagher's Comments in SEAOC Plan Review, John Buchanan
- Re: Rigid Diaphragm Analysis, Robert J Bossi, PE
- Re: Code created Malpractice opportunity, Robet McGhie
- Re: For all, LtTang
- Re: Rigid Diaphragm Analysis, ErnieNSE
- RE: Rigid vs Flexible Diaphragms - Some Comm, Rodrigo Lema
- Re: Liability and the '97 UBC, Seaintonln
- Re: Rigid Diaphragm Analysis, Seaintonln
- Re: Rigid vs Flexible Diaphragms - Some Comm, Seaintonln
- Re: Rigid Diaphragm Analysis, Seaintonln
- Re: Wood Diaphragms, Seaintonln
- Re: Rigid Diaphragm Analysis, Seaintonln
- Re: Salary Survey, Seaintonln
- Re: East LA Building Code, Paul Martin
- RE: Salary Survey, Gregory P. Luth
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Re: Rigid vs Flexible Diaphragms - Some, Roger Turk
- Re: Rigid Diaphragm Analysis, Greg Smith
- FW: Retrofitting, jose mendez
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- Re: Ron .....Rigid Diaphragm Analysis, Jeff Smith
- RE: Rigid vs Flexible Diaphragms - Some, Roger Turk
- Re: Ron .....Rigid Diaphragm Analysis, Ron O. Hamburger
- Re: Rigid vs Flexible Diaphragms - Some Comm, Seaintonln
- rigid wood diaphragms ?????, merrick group
- Re: light gage metal systems, Seaintonln
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Lynn
- Re: .... Appeal to those who created the code, Seaintonln
- Re: Salary Survey, Seaintonln
- Re: Rigid Diaphragm Analysis, Rhkratzse
- RE: Hockey Town South??, dave . angelotti
- Re: Ron Gallagher's Comments in SEAOC Plan Review, Rick . Drake
- Built-up Columns, Chanel1096
- Re: Clay Tile Wall Opening Lintel, NRoselund
- Passing away of Donald E. Hudson, Eddie Gonzalez
- Re: Built-up Columns, Fountain Conner
- RE: Ron Gallagher's Comments in SEAOC Plan Review, Baltar, Joseph P SPK
- RE: Airport Taxiway Bridges, Bill Polhemus
- FW: Free Essential Lahey Fortran 90 Download, Bill Polhemus
- retaining wall design, John Buchanan
- RE: retaining wall design, Kim, Henry D.
- Re:RE: Hockey Town South??, TBenson
- Thread shear, Robert Rollo
- Re: retaining wall design, Charles Greenlaw
- RE: FLAT SLAB REINFORCEMENT REQUIREMENT, Yousefi, Ben
- RE: RE: Hockey Town South??, Bill Polhemus
- Live Load Distribution to Spandrel Girder vs. Effective Flange Width, Bill Polhemus
- RE: RE: Hockey Town South??, dave . angelotti
- Re: Thread shear, Charley Hamilton
- Re: Hockey Town South??, raranous
- Re: Rigid Diaphragm Analysis, Seaintonln
- Re: Thread shear, Christopher Wright
- Is the code the standard of care legal reference, merrick group
- RE: Thread shear, Paul Meyer
- Re: Built-up Columns, Juan C. Gray
- RE: RE: Hockey Town South??, Bill Polhemus
- RE: Built-up Columns, Robert Rollo
- RE: Thread shear, Harold Sprague
- Diplomacy, fturner
- RE: Diplomacy, Bill Polhemus
- RE: Built-up Columns, Charlie Carter
- Re: Diplomacy, Shafat Qazi
- First Draft of the Florida Building Code, Ed Marshall
- Re: Thread shear, NRoselund
- Re: 2D and 3D design, Andrew Arnold
- Re: Diplomacy, fturner
- Diplomacy, cont., raranous
- Re: Diplomacy, Charles Greenlaw
- Re: First Draft of the Florida Building Code, Fountain Conner
- RE: Thread shear, Harold Sprague
- RE: Salary Survey, Francis . Ang
- Re: Diplomacy, Shafat Qazi
- 30,000 foot Skyscraper.. .......!!!!!!, Rbengrguy
- RE: Rigid vs Flexible Diaphragms - Some, Rodrigo Lema
- Re: Thread shear, Christopher Wright
- Re: Diplomacy, SDGSE
- Re: Diplomacy...Thread shear...Ron G....et al., Rhkratzse
- Re: Thread shear, Charles Greenlaw
- 1997 Building drift limits, JSadler819
- Footing Soil Design Momemt, Wladimir bassett A.
- Re: Diplomacy, vicpeng
- Avansse address, Studio Negrini
- Ron Gallagher and Diplomacy, Yank2002
- RE: Footing Soil Design Momemt, Francis . Ang
- RE: Avansse address, Ron Hill
- Re: Avansse address, Yank2002
- RE: Diplomacy, Bill Polhemus
- Re: Built-up Columns, Chanel1096
- Re: Footing Soil Design Momemt, Greg Smith
- RE: Diplomacy, Bill Polhemus
- Re: 2D and 3D design, Greg Smith
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Greg Smith
- RE: Footing Soil Design Moment, Sherman, William
- Re: Salary Survey, Jim Kestner
- Re: Ron Gallagher and Diplomacy, Christopher Wright
- RE: Built-up Columns, Smith, Steven A
- 1997 Building drift limits, Allen Adams
- Design Lateral Force, Fp, Per 1997 UBC, Jeff Ellis
- RE: Built-up Columns, Charlie Carter
- Re: Avansse address, avansse.com
- Re: 30,000 foot Skyscraper.. .......!!!!!!, raranous
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Christopher Wright
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Andrew Goh
- RE: 30,000 foot Skyscraper.. .......!!!!!!, Paul Meyer
- 1920's 9 story concrete frame building, Jeff Smith
- Re: Live Load Distribution to Spandrel Girder, Kipp Martin
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Nd1942
- Re: 30,000 foot Skyscraper.. .......!!!!!!, P.Rajendran
- Re: 30,000 foot Skyscraper.. .......!!!!!!, raranous
- Re: 1920's 9 story concrete frame building, Robert J Bossi, PE
- Re: Design Lateral Force, Fp, Per 1997 UBC, Sadre
- Modeling Diaphragm Stiffness of Unreinforced Masonry, Rodrigo Lema
- Re: Diplomacy, Seaintonln
- Re: Retaining wall soil pressure, HBAP
- Re: Ron Gallagher and Diplomacy, Yank2002
- Re: Diplomacy, Seaintonln
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Fountain Conner
- RE: Rigid vs. Flexible Wood Diaphragms, Seaintonln
- Re: 1997 Building drift limits, JSadler819
- Re: 1920's 9 story concrete frame building, Mlcse
- RE: 30,000 foot Skyscraper.. .......!!!!!!, Ray Pixley
- Re: Seismic Upgrade ..... Appeal to those who created the code, Sadre
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Gil Brock
- Design Lateral Force, Fp, Per 1997 UBC, John Lawson
- Re: 1997 Building drift limits, Sadre
- SEAINT Online Available Copies to Professional Organizations, Seaintonln
- RE: 30,000 foot Skyscraper.. .......!!!!!!, Cleofe, Antonio Ronaldo C.
- RE: 30,000 foot Skyscraper, drode
- Re: Seismic Upgrade ..... Appeal to those who created the code, Ron O. Hamburger
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Michael Donoghue
- RE: 30,000 foot Skyscraper.. .......!!!!!!, Paul Meyer
- RE: Diplomacy, Bill Polhemus
- Gas Prices?!, Vyacheslav Gordin
- Re: Need sample of Rigid Diaphragm Analysis, Eddie Gonzalez
- RE: Gas Prices?!, Dan Vines
- Re: Ron Gallagher's Comments in SEAOC Plan Review, vicpeng
- Re: SEAOSC May O.C. Dinner Mtg --Tonight, David S. Pomerleau
- RE: Gas Prices?!, Bill Polhemus
- RE: Gas Prices?!, Bill Polhemus
- RE: Modeling Diaphragm Stiffness of Unreinforced Masonry, Bill Polhemus
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Nd1942
- Re: 30,000 foot Skyscraper.. .......!, Roger Turk
- Re: Need sample of Rigid Diaphragm Analysis, Seaintonln
- RE: 30,000 foot Skyscraper.. .......!, Yang, Liao/ANC
- Dominican Republic Wind Speed, Richard Lewis
- Re: Seismic Upgrade ..... Appeal to those who created the code, Mlcse
- RE: Gas Prices?!, Bill Polhemus
- RE: 1920's 9 story concrete frame building, Jeff Smith
- Re: Diplomacy, Seaintonln
- Re: 1997 Building drift limits, JSadler819
- Re: Gas Prices?!, Andrew Arnold
- RE: Live Load Distribution to Spandrel Girder vs. Effective Flange Width, Rodrigo Lema
- RE: SEAINT Online Available Copies to Professional Organizations, Shafat Qazi
- 1997 Building drift limits, Allen Adams
- Mr. Bill Polhemus, Vyacheslav Gordin
- Re: Gas Prices?!, Timothy Eric Elliott
- CE News needs your opinion, Terry
- PRECAST PRESTRESSED SLAB FOR BLAST RESITANT BUILDING, Arturo Rios
- Re: CE News needs your opinion, Dr. Vire Varma
- RE: SEAINT Online Available Copies to Professional Organizations, Bill Polhemus
- RE: PRECAST PRESTRESSED SLAB FOR BLAST RESITANT BUILDING, Harold Sprague
- Re: CE News needs your opinion, NDZ28
- RE: Dominican Republic Wind Speed, Harold Sprague
- RE: Live Load Distribution to Spandrel Girder vs. Effective Flange Width, Bill Polhemus
- RE: 1920's 9 story concrete frame building, Ed Marshall
- fem & caissons, Mark D. Baker
- RE: 1920's 9 story concrete frame building, Michael Valley
- Re: fem & caissons, Lanny J. Flynn
- Re: CE News needs your opinion, Scott Melnick
- ISO 9175 Technical Pen pallet, Robert Rollo
- Re: CE News needs your opinion, Constantine Shuhaibar
- Aluminum shapes, Mark D. Baker
- Fwd: Structural news, CASCADEXPR
- RE: Aluminum shapes, Paul Meyer
- Concrete Frame Rigidity, Richard Lewis
- Re: CE News needs your opinion, Suzanne
- Wanted engineer licensed in New Mexico, Shafat Qazi
- Re: fem & caissons, Michael Valley
- Re: fem & caissons, Mark D. Baker
- Re: Concrete Frame Rigidity, Michael Donoghue
- Re: Aluminum shapes, Christopher Wright
- aluminum shapes, Mark D. Baker
- Re: CE News needs your opinion, vicpeng
- Re: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- RE: Concrete Frame Rigidity, Francis . Ang
- RE: fem & caissons, Robert Rollo
- RE: PRECAST / PRESTRESSED CONCRETE, Francis . Ang
- RE: Gas Prices?!, Steve Strapac
- Re: 1997 Building drift limits, Sadre
- Re: fem & caissons, Michael Donoghue
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- RE: CE News needs your opinion, Francis . Ang
- RE: PRECAST / PRESTRESSED CONCRETE, Mark Gilligan
- RE: Mr. Bill Polhemus, Bill Polhemus
- RE: fem & caissons, Smith, Steven A
- Construction Joints, Francis . Ang
- Re: Concrete Frame Rigidity, Celso Mendoza
- Re: 1997 Building drift limits, Shafat Qazi
- Re: CE News needs your opinion, Milo Ketchum
- Re: 30; 000 foot Skyscraper.. .......!!!!!!, John Woodson
- Re: Construction Joints, Jim Kestner
- Charles O. Greenlaw's May 13,1999 Comments "Re:Seismic Upgrade....", FEMCCLURE
- Re: fem & caissons, PEC - Lake City
- Re: CE News needs your opinion, Phil Hodge
- RE: fem & caissons, Brian K. Smith
- Re: Concrete Frame Rigidity, NRoselund
- Re: 30; 000 foot Skyscraper.. .......!!!!!!, Chanel1096
- Re: 1997 Building drift limits, Eddie Gonzalez
- Re: PRECAST PRESTRESSED SLAB FOR BLAST RESITANT BUILDING, Walter Sawruk
- RE: CE News needs your opinion, Cleofe, Antonio Ronaldo C.
- RE: 30; 000 foot Skyscraper.. .......!!!!!!, Mark E. Deardorff
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Greg Smith
- RE: 30,000 foot Skyscraper, drode
- Typos @ Seismic Design Volume 1, James Lin
- Consulting SE Needed - Santa Monica Project, Johnson Leifield Structural Engineering
- 350W Availability, vicpeng
- coffee break, Yank2002
- building on elevated ground, Alex C. Nacionales
- RE: 1920's 9 story concrete frame building, Francis . Ang
- RE: CE News needs your opinion, Charlie Carter
- RE: Ron Gallagher's Comments in SEAOC Plan Review, Cain, William
- Re: 1997 Building drift limits, Seaintonln
- Re: 30; 000 foot Skyscraper.. .......!!!!!!, Randy Vogelgesang
- Re: fem & caissons, Gary Chock, S. E.
- Re: Construction Joints, Jim Kestner
- Re: fem & caissons, vicpeng
- plywood diaphrams - flexible or rigid, Ken Reed
- Re: Concrete Frame Rigidity, Roger Turk
- RE: CE News needs your opinion, Caldwell, Stan
- RE: PRECAST / PRESTRESSED CONCRETE, Francis . Ang
- Re: The Top Six Reasons Computers are Female, Debby Hight
- MaxBeam, MaxQuake, MaxWind, Caldwell, Stan
- Re: fem & caissons, Eddie Gonzalez
- CE News needs your opinion, Terry
- 1997 UBC How to request a REVISION, JSadler819
- RE: 30,000 foot Skyscraper.. .......!, don . rode
- VIRUS ALERT! READ THIS NOW!, Shafat Qazi
- RE: Live Load Distribution to Spandrel Girder vs. Effective Flange Width, Rodrigo Lema
- RE: 30,000 foot Skyscraper.. .......!, Harold Sprague
- RE: building on elevated ground, Cain, William
- Re:, Churchill Lagrimas
- Re: Gas Prices?!, Michael Knight
- Re: 1997 Building drift limits, Sadre
- Ron Hamburger's Contributions to the SEAOSC List Server., FEMCCLURE
- Ron Hamburger's Contributions to the SEAOSC List Server., FEMCCLURE
- Ron Hamburger's Contributions to the SEAOSC List Server., FEMCCLURE
- Re: Seismic Upgrade ..... Appeal to those who created the code, Mark Gilligan
- RE: CE News needs your opinion, Caldwell, Stan
- RE: Ron Gallagher and Diplomacy, Rodrigo Lema
- RE: Concrete Frame Rigidity, Ing. Arturo Martínez
- Re: The Top Six Reasons Computers are Female, Lynn H
- Re: The Top Six Reasons Computers are Female, hffa
- Augercast piles, Edward Jonson
- ANSYS v 5.4 Earthquake Analysis again..., Haris Karamaneas
- Re: 1997 UBC How to request a REVISION, Byainc
- RE: Seismic Upgrade ..... Appeal to those who created the code, Cain, William
- RE: Augercast piles, Patel, Nick
- RE: Wanted engineer licensed in New Mexico, Caldwell, Stan
- Re: Top 6 Reasons, raranous
- RE: Seismic Upgrade ..... Appeal to those who created the code, Yousefi, Ben
- Re: RE: 30,000 foot Skyscraper.. .......!!!!!!, Nd1942
- RE: Live Load Distribution to Spandrel Girder vs. Effective Flange Width, Bill Polhemus
- RE: The Top Six Reasons Computers are Female, Bill Polhemus
- RE: CE News needs your opinion, Bill Polhemus
- Re: fem & caissons, Rob Stevens
- RE: Gas Prices?!, Bill Polhemus
- RE: fem & caissons, John Woollen
- Re: 1997 Building drift limits, Michael Valley
- Re: MaxBeam, MaxQuake, MaxWind, Christopher Wright
- Re: Concrete Frame Rigidity, Michael Donoghue
- RE: Typos @ Seismic Design Volume 1, Baltar, Joseph P SPK
- Re: fem & caissons, jbotch
- Re: The Top Six Reasons Computers are Female, Rhkratzse
- Re: 350W Availability, Paul Ransom
- Slab on Grade Reference, Paul Feather
- Re: CE News needs your opinion, Paul Feather
- Re: The Top Five Reasons Computers are Male, Gudrun Olafsdottir
- Chain Link Fence, PEC - Lake City
- Re: Concrete Frame Rigidity, American Structural Engineers-Guam
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- Re: Live Load Distribution to Spandrel Girder vs. Effective Flange Width, juan tamasco
- Re: Mr. Bill Polhemus, vicpeng
- RE: Seismic Upgrade ..... Appeal to those who created the code, Charles Greenlaw
- Do any follower use SAC?, michelle trzecinski
- Re: Seismic Upgrade ..... Appeal to those who created the code, Sadre
- Re: 350W Availability, vicpeng
- Re: Augercast piles, Paul Feather
- RE: The Top Six Reasons Computers are Female, Maria I. Falconi
- Re: 1997 UBC How to request a REVISION, John Rose
- Re: The Top Six Reasons Computers are Female, raranous
- Tie, Collector, Diaphragm, Deformation compatibility, Stan Mulder
- RE: Seismic Upgrade ..... Appeal to those who created the code, Mark Gilligan
- Re: CE's and SE's on Philippine setting, Churchill Lagrimas
- Querstion on UBC 1997 Structural Dual Systems, Leopoldo Sanz Bocaranda
- Question on RAM International Software, Leopoldo Sanz Bocaranda
- Re: fem & caissons, Falamaki
- structural system with large steel box sections, 박순규
- Structural system with large steel box sections, 박순규
- RE: CE's and SE's on Philippine setting, Francis . Ang
- structural system with large steel box sections, S.K. Park
- Re: Slab on Grade Reference, Jim Kestner
- Re: Slab on Grade Reference, PEC - Lake City
- Re: Re: CE News needs your opinion, Richard Lewis
- RE: Augercast piles, Harold Sprague
- Re: Intellicad or Visio Technical Users, Kenneth Tarlow
- RE: building on elevated ground, Harold Sprague
- RE: Querstion on UBC 1997 Structural Dual Systems, Yousefi, Ben
- RE: Typos @ Seismic Design Volume 1, Lakhani, Sid
- RE: CE News needs your opinion, Caldwell, Stan
- Re: fem & caissons, Mark D. Baker
- Fw: You know you work for the government if ..., Patrick F. Quinn
- Re: Concrete Frame Rigidity, Juan C. Gray
- Scour Around bridge Piers, RajSTC
- Re: Slab on Grade Reference, Paul Feather
- FW: ScanMail Message: virus processed by ScanMail is attached!, Chilton, Dave/ANC
- Appeal to those who created the code, nmoore
- Alternates to AutoCad (Linux, Windows, M, Roger Turk
- Re: 1997 Building drift limits, JSadler819
- VIRUS ALERT!!, Shafat Qazi
- Re: 1997 UBC How to request a REVISION, Seaintonln
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Re: CE News needs your opinion, Seaintonln
- RE: 1997 UBC How to request a REVISION, Yousefi, Ben
- Re: MaxBeam, MaxQuake, MaxWind, Paul Feather
- RE: MaxBeam, MaxQuake, MaxWind, Roger Davis
- Re: fem & caissons, Michael Donoghue
- Re: MaxBeam, MaxQuake, MaxWind, Christopher Wright
- Re: Scour Around bridge Piers, Davis, Bowen & Friedel, Inc.
- Re; concrete frame rigidity, Daniel Indrawan
- Re: Re; concrete frame rigidity, vicpeng
- Re;Slab on grade reference, Daniel Indrawan
- Fw: Re; concrete frame rigidity, vicpeng
- Bridge Girders with lead., jose mendez
- STAAD Results interpretation, Francis . Ang
- Re: 30,000 foot Skyscraper.. .......!!!!!!, JohnOttCE
- Re: Appeal to those who created the code, Charles Greenlaw
- Re: STAAD Results interpretation, Gary Harris
- RE: 30,000 foot Skyscraper.. .......!!!!!!, Francis . Ang
- Re: 30,000 foot Skyscraper.. .......!!!!!!, Greg Smith
- Re: MaxBeam, MaxQuake, MaxWind, Paul Feather
- Re: Intellicad or Visio Technical Users, Seaintonln
- Re: CE News needs your opinion, Seaintonln
- Re: Seismic Upgrade ..... Appeal to those who created the code, Seaintonln
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Re: 1997 UBC How to request a REVISION, Seaintonln
- Re: Seismic Upgrade ..... We need a clearer explanation, Seaintonln
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Re: Seismic Upgrade ..... We need a clearer explanation, Ron O. Hamburger
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Re: CE's and SE's on Philippine setting, American Structural Engineers-Guam
- Re: Seismic Upgrade ..... We need a clearer explanation, Seaintonln
- Re: Slab on Grade Reference, Drew Morris
- Re: MaxBeam, MaxQuake, MaxWind, Christopher Wright
- RE: STAAD Results interpretation, Francis . Ang
- Re: 1997 UBC How to request a REVISION, Byainc
- Strange stuff that I don't understand., JohnOttCE
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Re: Slab on Grade Reference, CanitzCF
- Re: Strange stuff that I don't understand., Seaintonln
- Strange stuff that I don't understand., Roger Turk
- Re: Strange stuff that I don't understand., Paul Feather
- ATC/SEAOC Training Seminars, "Improving the Quality of Seismic Design and Const., FEMCCLURE
- ATC/SEAOC Training Seminars, "Improving the Quality of Seismic Design and Const., FEMCCLURE
- Re: Scour Around bridge Piers, P.Rajendran
- Re: STAAD Results interpretation, P.Rajendran
- Bridge Girders with lead., Tom_Cummings
- Re: Slab on Grade Reference, Zachary Goswick
- JOKE - 3 Engineers, Sandy Pringle
- Re: Re; concrete frame rigidity, Juan C. Gray
- RE: STAAD Results interpretation, Christopher Wright
- Re: MaxBeam, MaxQuake, MaxWind, Christopher Wright
- Padeye Design, Glauco
- Re: Bridge Girders with lead., KTA-Tator, Inc.
- Icad 98, Dimensioning, Fountain Conner
- Re: Bridge Girders with lead., Michael Knight
- Re: Bridge Girders with lead., Paul Crocker
- Computer Program Errors, merrick group
- RE: structural system with large steel box sections, Bill Polhemus
- RE: STAAD Results interpretation, Bill Polhemus
- Re: Strange stuff that I don't understand., JohnOttCE
- Re: Strange stuff that I don't understand., JohnOttCE
- RE: Strange stuff that I don't understand., Bill Polhemus
- RE: Strange stuff that I don't understand., Bill Polhemus
- Re: Strange stuff that I don't understand., JohnOttCE
- RE: Strange stuff that I don't understand., Bill Polhemus
- RE: Strange stuff that I don't understand., Bill Polhemus
- Second Attempt, Caldwell, Stan
- Re: Strange stuff that I don't understand., JohnOttCE
- Re: Strange stuff that I don't understand., Jim Kestner
- Re: Strange stuff that I don't understand., JohnOttCE
- Re: Strange stuff that I don't understand., Christopher Wright
- RE: Strange stuff that I don't understand., Caldwell, Stan
- Hello Sandusky!, John Schwarz
- RE: Strange stuff that I don't understand., Cain, William
- RE: Strange stuff that I don't understand., Bill Polhemus
- Re: MaxBeam, MaxQuake, MaxWind, Seaintonln
- Foundation design for seismic, T. Eric Gillham PE
- Re: Computer Program Errors, Seaintonln
- Unblocked Plywood Diaphragm Deflection Calculation, Niaz A. Nazir
- Students - Would you find a Listservice Useful?, Seaintonln
- RE: STAAD Results interpretation, Francis . Ang
- RE: Strange stuff that I don't understand., Bill Polhemus
- Re: RE: Strange stuff that I don't understand., Rhkratzse
- Re: RE: Strange stuff that I don't understand., Rhkratzse
- Seismic design of pole building - HELP!, Mark T. Swingle
- Building Officials, MJL Engineering Ltd.
- Re: Foundation design for seismic, Wladimir bassett A.
- Re: Strange stuff that I don't understand., MSSROLLO
- RE: Strange stuff that I don't understand., Bill Polhemus
- RE: STAAD Results interpretation, Bill Polhemus
- Re: Strange stuff that I don't understand., Seaintonln
- Re: Cad 98, Dimensioning, Rob Stevens
- RE: Strange stuff that I don't understand., Sherman, William
- Re: Strange stuff that I don't understand., Barry H. Welliver
- [no subject], Carlos Quiroga
- Re: Unblocked Plywood Diaphragm Deflection Calculation, David L. McCormick
- Seismic design of pole building - HELP! -Reply, John Armijo
- Hello Sandusky! -Reply, David Puskas
- RE: Unblocked Plywood Diaphragm Deflection Calculation, Jeffery Seegert (x 485)
- RE: Foundation design for seismic, Harold Sprague
- Re: Hello Sandusky!, Jim Kestner
- Re: Unblocked Plywood Diaphragm Deflection Calculation, FEMCCLURE
- Re: Unblocked Plywood Diaphragm Deflection Calculation, FEMCCLURE
- FAQ for this List, Shafat Qazi
- Re: Foundation design for seismic, Eddie Gonzalez
- Re: seaint Digest for 14 May 1999 !!! VIRUS !!!, jcantou
- RE: Foundation design for seismic, Mark Gilligan
- SEA Board Responsibility and Duties Policy, Bouffard, Tom
- Speaker: Dennis Wish, BSmithSE
- RE: Hello Sandusky!, DEVERE, PETER P. (JSC-ES)
- Re: The Top Six Reasons Computers are Female, Debby Hight
- Re: SEA Board Responsibility and Duties Policy, Shafat Qazi
- Re: RE: Strange stuff that I don't understand., Paul Feather
- Re: FAQ for this List, Richard Lewis
- Re: FEMA 273 "First Draft" -- Equations F7-1 and -2, Michael Valley
- Twisters - Thank You, Blake Haley
- Re: Unblocked Plywood Diaphragm Deflection Calculation, FEMCCLURE
- [no subject], DOLORES (DOLLY) TRIVIZ
- Re: Foundation design for seismic, Alex C. Nacionales
- Test, James Lin
- Re: The Top Six Reasons Computers are Fe, Roger Turk
- Offer to Younger members, Shafat Qazi
- Re: MaxBeam, MaxQuake, MaxWind, -=maura=-
- Re: Foundation design for seismic, Greg Smith
- Re: Strange stuff that I don't understan, Roger Turk
- Re: Unblocked Plywood Diaphragm Deflection Calculation, Niaz A. Nazir
- Re: Unblocked Plywood Diaphragm Deflection Calculation, Niaz A. Nazir
- Re: Strange stuff that I don't understand., JohnOttCE
- Re: The Top Six Reasons Computers are Female, S P Singh
- RE: Strange stuff that I don't understand., Fountain Conner
- Red Tape, Kenneth Tarlow
- RE: Red Tape, Brent Koch
- RE:, Jeffery Seegert (x 485)
- Re: Red Tape, Robert McGhie
- RE: Strange stuff that I don't understand., Bill Polhemus
- Vlookup function for EXCEL97, Eddie Gonzalez
- Fw: Foundation design for seismic, T. Eric Gillham PE
- Younger member Offer Correction, Shafat Qazi
- RE: Footing Soil Design Momemt, Francis . Ang
- RE: Vlookup function for EXCEL97, Frank Yang
- More News From Lincoln's San Bernardino Retrofit Project, Greg Brouwer
- [no subject], vicpeng
- Vlookup function for EXCEL97 -Reply, John Armijo
- Re: Vlookup function for EXCEL97, Michael Valley
- Re: Red Tape, Paul Feather
- Re: Unblocked Plywood Diaphragm Deflection Calculation, Niaz A. Nazir
- Foundation Uplift Studies, Eddie Gonzalez
- RE: Icad 98, Dimensioning, Mark Middlebrook
- Improvement of Seismic Design and Construction. Educate the Gatekeepers., FEMCCLURE
- Re: Red Tape, Robert J Bossi, PE
- New Survey - Please participate, Shafat Qazi
- AESS Specifications, Dee Henrie
- RE: Strange stuff that I don't understand., Bill Polhemus
- RE: Strange stuff that I don't understand., Yousefi, Ben
- Re: Strange stuff that I don't understand., Paul Feather
- UBC94, differnet editions, Falamaki
- RE: fem & caissons, Sherman, William
- RE: Strange stuff that I don't understand., Christopher Wright
- Re: RE: Strange stuff that I don't understand., Rhkratzse
- Equivalent Frame Software, Ken McClure
- Sandusky..., John Schwarz
- RE: Strange stuff that I don't understand., Mark Gilligan
- Re: Younger member Offer Correction, Charley Hamilton
- Re: Unblocked Plywood Diaphragm Deflection Calculation, Charles Greenlaw
- Re: Strange stuff that I don't understand., Paul Ransom
- Re: New Survey - Please participate, Robert McGhie
- FAQ Link updated, Shafat Qazi
- RE: Vlookup function for EXCEL97, Dave Meney
- Re: The Top Six Reasons Computers are Fe, -=maura=-
- RE: Strange stuff that I don't understand., Mark E. Deardorff
- RE: Unblocked Plywood Diaphragm Deflection Calculation, Jeffery Seegert (x 485)
- RE: Question on RAM International Software, Scott Maxwell
- FEMA 273 "First Draft" -- Equations F7-1 and -2, Bill Polhemus
- Re: AESS Specifications, John Goodman
- Re: RE: Strange stuff that I don't understand., Rhkratzse
- New Survey - Please participate, Roger Turk
- RE: New Survey - Please participate, Ed Marshall
- Re: Question on RAM International Software, Paul Martin
- FW: Strange stuff that I don't understand., Vince Yu
- Re: New Survey - Please participate, Charles Greenlaw
- RE: AESS Specifications, Dee Henrie
- RE: Vlookup function for EXCEL97 -Reply, Mark E. Deardorff
- RE: The Top Six Reasons Computers are Fe, seaint-return
- Re: The Top Six Reasons Computers are Fe, Lynn
- Re: New Survey - Please participate, Fountain Conner
- RE: Vlookup function for EXCEL97, Scott Maxwell
- Re: Foundation design for seismic, Alex C. Nacionales
- RE: Unblocked Plywood Diaphragm Deflection Calculation, Charles Greenlaw
- RE: Strange stuff that I don't understand., Cain, William
- Re: New Survey - Please participate, Greg Smith
- RE: Bridge Girders with lead., Silva John (sj)
- RE: New Survey - Please participate, Jeffery Seegert (x 485)
- RE: AESS Specifications, Brian K. Smith
- compressive strength testing on cored concrete -, STEVE BIAN
- RE: New Survey - Please participate, Devlin, Dan
- RV: New Survey - Please participate, Alberto Guida
- RE: New Survey - Please participate, Harold Sprague
- Women in engineering - USA, Baltar, Joseph P SPK
- RE: CE's and SE's on Philippine setting, Cleofe, Antonio Ronaldo C.
- Re:Vlookup help -- Thanks everyone, Eddie Gonzalez
- Re: New Survey - Please participate, GEOHAK
- June99 Newsletter on SEAONC Web Site, Constantine Shuhaibar
- Re: Red Tape, Kenneth Tarlow
- Re: Red Tape, Robert J Bossi, PE
- Timber Dry Rot, RoyLevy
- Re: New Survey - Please participate, Fountain Conner
- Re: New Survey - Please participate, Szuchuan Chang
- Construction Joint for massive Foundation Slab, Kho Poh Teck
- Employment Opportunity - Engineer, Lynn
- Employment Opportunity - CAD Drafter, Lynn
- Re: New Survey - Please participate, BSmithSE
- RE: The Top Six Reasons Computers are Fe, Maria I. Falconi
- Re: New Survey - Please participate, Rhkratzse
- NCEES Registration, Paul Feather
- Re: Seismic Upgrade ..... Appeal to those who created the code, Sadre
- Fwd: Charles Greenlaw Response to "Unblocked Plywood Diapghragm Deflection Ca..., FEMCCLURE
- Errata: Charles Greenlaw Response to "Unblocked Plywood Diaphragm Deflection Ca., FEMCCLURE
- Re: Seismic Upgrade ..... Appeal to those who created the code, SDGSE
- Re: New Survey - Please participate, BSmithSE
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Byainc
- Re: Timber Dry Rot, NRoselund
- Re: Timber Dry Rot, Pete Barker
- Re: New Survey - Please participate, Charles Greenlaw
- Re: New Survey - Please participate, GEOHAK
- Re: New Survey - Please participate, GEOHAK
- Re: New Survey - Please participate, GEOHAK
- Re: New Survey - Please participate, GEOHAK
- Re: New Survey - Please participate, Nick Amico
- Re: New Survey - Please participate, GEOHAK
- For Urgent Review and Comment - Blue Book Commentary to wood diaphragms, Seaintonln
- Re: New Survey - Please participate, Robert McGhie
- Re: New Survey - Please participate, John Buchanan
- Re: New Survey - Please participate, Robert McGhie
- Re: For Urgent Review and Comment - Blue Book Commentary to wooddiaphragms, Structeng1
- Re:Bela:Letter to OSSPAC, FEMCCLURE
- Students - Would you find a Listservice Useful?, Williston L. Warren, IV - S.E.
- NCEES Registration, Williston L. Warren, IV - S.E.
- Re: NCEES Registration, Michael Donoghue
- Vlookup(C12,Wshapes,42,False), merrick group
- Re: New Survey - Please participate, Rhkratzse
- Re: NCEES Registration, GRileyPE
- Re: For Urgent Review and Comment - Blue Book Commentary, Seaintonln
- Re: Students - Would you find a Listservice Useful?, Seaintonln
- Re: The Top Six Reasons Computers are Fe, Bakerhall1
- Re: NCEES Registration, Rbengrguy
- NCEES Registration, LibertyEng
- Re: For Urgent Review and Comment - Blue Book Commentary, RLFOLEY
- Re: Vlookup(C12,Wshapes,42,False), DAVEGUER
- FEMA 273 vs DOE Seismic Safety Guide, Charles Greenlaw
- Fwd: Charles Greenlaw Response to, Williston L. Warren, IV - S.E.
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Williston L. Warren, IV - S.E.
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Byainc
- Re: NCEES Registration, Seaintonln
- Re: For Urgent Review and Comment - Blue Book Commentary, Seaintonln
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Seaintonln
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Seaintonln
- Fw: Foundation design for seismic, T. Eric Gillham PE
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Byainc
- Elevated Water Tank Evaluation, T. Eric Gillham PE
- RE: Elevated Water Tank Evaluation, Harold Sprague
- RE: Elevated Water Tank Evaluation, Ron Hill
- Baseball Stadium Design, Michael Zaitz
- Fabric Structures, Michael Zaitz
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Seaintonln
- RE: Baseball Stadium Design, Bill Polhemus
- Re: Fwd: Charles Greenlaw Response to, raranous
- Re: Seismic Upgrade ..... Appeal to those who created the code, NDZ28
- Re: Fabric Structures, RonR908326
- Re: Charles Greenlaw Response to, FEMCCLURE
- RE: NCEES Registration, Jeffery Seegert (x 485)
- Re: NCEES Registration, RajSTC
- Re: NCEES Registration, RajSTC
- RE: NCEES Registration, Jeffery Seegert (x 485)
- Elevated Water Tanks, Steve Meier
- Try this, Shafat Qazi
- RE: For Urgent Review and Comment - Blue Book Commentary, Cain, William
- RE: NCEES Registration, Jerry D. Coombs
- RE: Try this, Bill Polhemus
- NCEES, Paul Martin
- RE: NCEES Registration, Scott Maxwell
- Study Guides for NCEES Structural Exam, Yang Jiang
- Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Williston L. Warren, IV - S.E.
- compressive strength testing on cored concrete -, Tom . Hunt
- Re: Fabric Structures, Paul Feather
- Re: compressive strength testing on cored concrete -, Alex C. Nacionales
- Thread Locking, Fredericks, Douglas/SAC
- RE: Thread Locking, DEVERE, PETER P. (JSC-ES)
- RE: Thread Locking, Charlie Carter
- compressive strength testing on cored co, Roger Turk
- Re: Seismic Upgrade.... Blue Book Commentary on wood diaphragm, Seaintonln
- Re: Try this, Seaintonln
- Re: Thread Locking, Shashi Bhakta
- Re: compressive strength testing on cored concrete -, Tom . Hunt
- RE: Thread Locking, Harold Sprague
- Re: For Urgent Review and Comment - Blue Book Commentary, Charles Greenlaw
- Re: For Urgent Review and Comment - Blue Book Commentary, Charles Greenlaw
- Fw: Fabric Structures, Daniel Indrawan
- Re: Fabric Structures, Paul Feather
- flag pole deflection, 최호영
- RE: flag pole deflection, Francis . Ang
- RE: Vlookup function for EXCEL97, John W. Bryan
- TEST, Mark . Oakford
- RE: Thread Locking, Jerry D. Coombs
- Re: Thread Locking, Michael Donoghue
- Re: Re: flag pole deflection, Richard Lewis
- RE: NCEES Registration, Caldwell, Stan
- Metal sheathing on wood poles, Rodrigo Lema
- RE: Re: flag pole deflection, Harold Sprague
- RE: Construction Joint for massive Foundation Slab, Harold Sprague
- Re: flag pole deflection, Mark D. Baker
- Re: flag pole deflection, nmoore
- Re: NCEES Registration, Williston L. Warren, IV - S.E.
- Re: Try this, Williston L. Warren, IV - S.E.
- DWG files in Adobe Acrobat - Color, Seaintonln
- RE: NCEES Registration, FERGUSON, GREGORY N
- Re: Metal sheathing on wood poles, GEOHAK
- TEST, Mark . Oakford
- ASCE 7-95, Paul Feather
- Re: Codes, was NCEES Registration, Fountain Conner
- RE: NCEES Registration, Caldwell, Stan
- RE: NCEES Registration, Caldwell, Stan
- Timber Dry Rot, Tom . Hunt
- Re: Try this, vicpeng
- RE: Try this, Bill Polhemus
- Seismic Design Manuals, Chris Palmateer
- ASCE 7-95, Roger Turk
- Re: Timber Dry Rot, RoyLevy
- RE: Try this, Caldwell, Stan
- TEST, Mark . Oakford
- Re: ASCE 7-95, Jim Kestner
- TEST, Mark . Oakford
- TEST, Mark . Oakford
- Re: Timber Dry Rot, Roger Turk
- Re: DWG files in Adobe Acrobat - Color, Mark D. Baker
- AEC System 99 Show, Shafat Qazi
- Re: Construction Joint for massive Foundation Slab, Kho Poh Teck
- Re: flag pole deflection, RLFOLEY
- Re: DWG files in Adobe Acrobat - Color, Seaintonln
- Re: AEC System 99 Show, Seaintonln
- Re: The Top Six Reasons Computers are Fe, MSSROLLO
- RE: Construction Joint for massive Foundation Slab, DEVERE, PETER P. (JSC-ES)
- RE: Try this, Scott Maxwell
- RE: flag pole deflection, Harold Sprague
- Re: Timber Dry Rot, Tom . Hunt
- Laterally Loaded Piles, LGunaway
- Re: Seismic Design Manuals, Eddie Gonzalez
- Reinforcement of massive pedestals, Vyacheslav Gordin
- RE: Seismic Design Manuals, Baltar, Joseph P SPK
- 97 UBC Struct. Workshop for engrs. in S.F. bay area, Yousefi, Ben
- RE: Try this, Christopher Wright
- RE: Try this, Bill Polhemus
- Re: CE News needs your opinion, Scott Melnick
- Re: CE News needs your opinion, Scott Melnick
- Seismic Zone For India, SONSUR2
- RE: CE News needs your opinion, Caldwell, Stan
- RE: DWG files in Adobe Acrobat - Color, Bill Polhemus
- RE: ASCE 7-95, Bill Polhemus
- Re: DWG files in Adobe Acrobat - Color, Seaintonln
- Lateraly loaded piers [2nd attempt], LGunaway
- Re: DWG files in Adobe Acrobat - Color, Michael Valley
- RE: DWG files in Adobe Acrobat - Color, Bill Polhemus
- Re: Seismic Zone For India, S P Singh
- RE: DWG files in Adobe Acrobat - Color, Bill Polhemus
- RE: DWG files in Adobe Acrobat - Color, Michael Valley
- Re: Lateraly loaded piers [2nd attempt], nmoore
- Lateraly loaded piers [2nd attempt], Roger Turk
- RE: DWG files in Adobe Acrobat - Color, Caldwell, Stan
- FALLING ICE, Michael O'Neil
- RE: DWG files in Adobe Acrobat - Color, Bill Polhemus
- RE: FALLING ICE, Bill Polhemus
- Re: Reinforcement of massive pedestals, Ed . Haninger
- RE: DWG files in Adobe Acrobat - Color, Bill Polhemus
- RE: Reinforcement of massive pedestals, Bill Polhemus
- Re: Reinforcement of massive pedestals, Jim Kestner
- Elevated Water Tank Evaluation, T. Eric Gillham PE
- Exterior Timber Protection, RoyLevy
- Exterior Timber Protection, Roger Turk
- Manhole Flat Slabs, Zachary Goswick
- RE: FALLING ICE, Paul Meyer
- Re: Exterior Timber Protection, Seaintonln
- RE: The Top Six Reasons Computers are Fe, jose mendez
- RE: Reinforcement of massive pedestals, Sherman, William
- Re: Exterior Timber Protection, Robert Kazanjy
- Fwd: NCEES REGISTRATION, Rbengrguy
- Re: Laterally Loaded Piles, TBCoull
- RE: Lateraly loaded piers [2nd attempt], Cain, William
- TEST, Mark Oakford
- Re: Lateraly loaded piers [2nd attempt], Charles Greenlaw
- Re: CE News needs your opinion, Paul Feather
- Re: Seismic Zone For India, Dr. Ravi Sinha
- Re: NCEES REGISTRATION, Seaintonln
- RE: FALLING ICE, nmoore
- Re: Exterior Timber Protection, -=maura=-
- US Army Corps of Engineers Home Page, Dr. BENJAMIN INDRAWAN
- Crane Wheel Manufacturer, Dr. BENJAMIN INDRAWAN
- CQC and SRSS, Francis . Ang
- RE: US Army Corps of Engineers Home Page, Canitz, Charles F NAB02
- Re: CQC and SRSS, Christopher Wright
- RE: CQC and SRSS, Mark Gilligan
- RE: Laterally loaded piers [2nd attempt], Jeff Smith
- RE: The Top Six Reasons Computers are Fe, Paul Meyer
- CQC and SRSS, Tom_Cummings
- Re: US Army Corps of Engineers Home Page, Paul Feather
- US Army Corps of Engineers Home Page -Reply, John Armijo
- Re: CQC and SRSS, Adolfo Galvez
- Re: CQC and SRSS, RoyLevy
- Re: The Top Six Reasons Computers are Fe, MSSROLLO
- RE: FALLING ICE, Harold Sprague
- Re: flag pole deflection, Dennis
- RE: CQC and SRSS, Piero Bengoa
- Re: Laterally Loaded Piles, Milo Ketchum
- RE: Seismic Zone For India, Harold Sprague
- Re: CQC and SRSS, Earl424563
- Re: Laterally loaded piers, Ken McClure
- Re: US Army Corps of Engineers Home Page -Reply, John O'Brien
- RE: Reinforcement of massive pedestals, Silva John (sj)
- RE: US Army Corps of Engineers Home Page, Connor, John A NWK
- Re: Laterally Loaded Piles, RoyLevy
- Re: Laterally Loaded Piles, NRoselund
- RE: Construction Joint for massive Foundation Slab, Harold Sprague
- June99 SEAONC Newsletter, Constantine Shuhaibar
- Re: Try this, Paul Ransom
- Caution Happy99.exe Virus found attached to post on this list, Seaintonln
- Re: Harold Sprague-Setting an Example, SDGSE
- Re: FALLING ICE, Randy Vogelgesang
- Re: Try this, Christopher Wright
- Re: NCEES Registration, ASLCSE
- Re: CQC and SRSS, Ali Bakhshi
- RE: Construction Joint for massive Foundation Slab, Jeffery Seegert (x 485)
- Re: Harold Sprague-Setting an Example, P.Rajendran
- Re: Harold Sprague-Setting an Example, Daniel Indrawan
- RE: Harold Sprague-Setting an Example, Harold Sprague
- RE: NCEES Registration, Caldwell, Stan
- Re: Harold Sprague-Setting an Example, Charles Greenlaw
- Re: FALLING ICE, Parkerres
- Seismic Zone for India, Niaz A. Nazir
- RE: Harold Sprague-Setting an Example, Smith, Steven A
- SEAINT Listservice "Virtual" Committee Structure., FEMCCLURE
- Re: Harold Sprague-Setting an Example, FEMCCLURE
- Re: Harold Sprague-Setting an Example, Greg Smith
- Re: FALLING ICE, Paul Feather
- Arkansas Engineering Exam, James F Fulton
- Re: FALLING ICE, Randy Vogelgesang
- Re: CQC and SRSS, Christopher Wright
- SAC Weldments UT Workshop, Constantine Shuhaibar
- Re: Harold Sprague-Setting an Example, Paul Feather
- RE: Caution Happy99.exe Virus found attached to post on this list, Ron Hill
- RE: SEAINT Listservice "Virtual" Committee Structure., Bill Polhemus
- Re: Harold Sprague-Setting an Example, FEMCCLURE
- Re: Fabric Structures, james korff pe pmp
- RE: SEAINT Listservice "Virtual" Committ, Roger Turk
- RE: seaint Digest for 26 May 1999, Smith, Ted
- Seismic Hazard Evaluation Reports available on line, Smith, Ted
- Apologies: messages re Adobe Acrobat (was Seaoc digest) & Out of office, Smith, Ted
- Re: Harold Sprague-Setting an Example, ASQUILALA
- Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, jshipp
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, Lynn H
- Re: NCEES Registration, GRileyPE
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, FEMCCLURE
- RE: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphr agms, Waterman Drinkwater
- Mr.John Shipp's Letter, Vyacheslav Gordin
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, Byainc
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, Mark Gilligan
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diap, Christopher Wright
- Re:Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, Charles Greenlaw
- Errata: Fwd: "Re:Code Created Malpractice Opportunity-Rigid v. Flexible Dia, FEMCCLURE
- Re: Crane Wheel Manufacturer, MJL Engineering Ltd.
- Dynamic Loading, Dennis
- Fw:, vicpeng
- Re: Avansee error message, David Handy
- Re: Avansee error message, vicpeng
- Re: Code Created Malpractice Opportunity-Rigid v. Flexible Diaphragms, FEMCCLURE
- Re: Code Created Malpractice Opportunity-Rigid v.Flexible Diaphragm, Charles Greenlaw
- Re: Code Created Malpractice Opportunity-Rigid v.Flexible Diaphragm, John Buchanan
- RE: seaint Digest for 26 May 1999, Bill Polhemus
- RE: Dynamic Loading, Bill Polhemus
- Re: FALLING ICE, Parkerres
- RE: Dynamic Loading, DEVERE, PETER P. (JSC-ES)
- RE: Dynamic Loading, Bill Polhemus
- RE: Dynamic Loading, Joyce Fuss
- Re: FALLING ICE, Robert Kazanjy
- Re: Code Created Malpractice Opportunity-Rigid v.Flexible Diaphragm, Seaintonln
- Re: Code Created Malpractice Opportunity-Rigid v.Flexible Diaphragm, Rick Ranous
- RE: Dynamic Loading, DEVERE, PETER P. (JSC-ES)
- Re: Charles Greenlaw's comments regarding Rigid v.Flexible Diaphragm, Byainc
- Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, Rick . Drake
- Re: Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, Seaintonln
- Retaining wall at property line?, Richard Lindenberg
- Re: Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, Rick Ranous
- Re: Code Created Malpractice Opportunity-Rigid v.Flexible Diaphragm, Seaintonln
- Re: Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, Seaintonln
- Re: Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, fturner
- OSHPD NEEDS HELP IN PLAN CHECK, Shafat Qazi
- Re:Retaining wall at property line?, TBenson
- RE: Crane Wheel Manufacturer, Ed Marshall
- Re: Strange stuff that I don't understan, JohnOttCE
- Re: Strange stuff that I don't understand., JohnOttCE
- Strange stuff, JohnOttCE
- Re: Re[2]: Code Created Malpractice Opportunity-Rigid v.Flexible, Seaintonln
- Getting Paid for structural observation, Seaintonln
- Discussing Engineering Fee's, Seaintonln
- Re: Retaining wall at property line?, Falamaki
- Re: Getting Paid for structural observation, Falamaki
- Re: Discussing Engineering Fee's, Falamaki
- Re: Getting Paid for structural observation, Nd1942
- Concrete Slab, Jose Vallejo
- Re: Crane Wheel Manufacturer, Dr. BENJAMIN INDRAWAN
- Re: Crane Wheel Manufacturer, Dr. BENJAMIN INDRAWAN
- RE: Discussing Engineering Fee's, Bill Polhemus
- Re: Retaining wall at property line?, GEOHAK
- rigid wood diaphragms, merrick group
- double sided shear walls, Jeff Smith
- RE: double sided shear walls, James Allen
- RE: Dynamic Loading, Williston L. Warren, IV - S.E.
- RE: double sided shear walls, Paul Meyer
- RE: Arkansas Engineering Exam, Dan Vines
- RE: rigid wood diaphragms, Brian McDonald
- RE: Dynamic Loading, Bill Polhemus
- Re: double sided shear walls, Michael Donoghue
- RE: Discussing Engineering Fee's, Caldwell, Stan
- Re: double sided shear walls, John Buchanan
- Re: Arkansas Engineering Exam, Greg Smith
- Re: double sided shear walls, Greg Smith
- RE: double sided shear walls, Harold Sprague
- RE: Arkansas Engineering Exam, Nick Amico
- A/E/C Show & Structural Microstatio Triforma, Joseph Harouni
- RE: A/E/C Show & Structural Microstatio Triforma, Caldwell, Stan
- 97 UBC Struct. Workshop for Engrs. in S.F. Bay Area, Yousefi, Ben
- RE: A/E/C Show & Structural Microstatio, Joyce Fuss
- RE: A/E/C Show & Structural Microstatio Triforma, Harold Sprague
- RE: Concrete Slab, Ed Marshall
- Re: double sided shear walls, John Rose
- Seismic Design Manuals, dodgen
- RE: double sided shear walls, Roger Turk
- Re: Discussing Engineering Fee's, Seaintonln
- Re: rigid wood diaphragms, Seaintonln
- RE: double sided shear walls, Jeff Smith
- Re: Getting Paid for structural observation, Seaintonln
- Re: double sided shear walls, Seaintonln
- Re: double sided shear walls, Seaintonln
- Re: Seismic Design Manuals, RoyLevy
- Re: double sided shear walls, John Rose
- Re: rigid wood diaphragms, John Rose
- RE: Dynamic Loading, Maria I. Falconi
- RE: Seismic Design Manuals, Jeff Smith
- Re: Discussing Engineering Fee's, Mark Oakford
- Re: Discussing Engineering Fee's, Paul Feather
- Re: double sided shear walls, Roger Turk
- Re: double sided shear walls, Roger Turk
- Re: Re: Getting Paid for structural observation, Richard Lewis
- Moving Faults and related foundation damage, Seaintonln
- Significant Error on Page 295, Seismological Research Letters, May/June 1999, FEMCCLURE
- Parking space size, Trobridge, Bruce
- RE: Parking space size, Robert Rollo
- RE: Parking space size, Charlie Carter
- RE: Parking space size, Chris Palmateer
- RE: Significant Error on Page 295, Seismological Research Letters , May/June 1999, Cain, William
- Re: Parking space size, RoyLevy
- Re: double sided shear walls, NRoselund
- Significant Error on Page 295, Seismolog, Roger Turk
- Moving Faults and related foundation dam, Roger Turk
- RE: Parking space size, Roger Davis
- RE: double sided shear walls, Jeff Smith
- Re: OSHPD NEEDS HELP IN PLAN CHECK, Tara444
- Re: double sided shear walls, Bruce D Pooley
- Re: double sided shear walls, Robert J Bossi, PE
- Parking space size, Roger Turk
- Re: Moving Faults and related foundation dam, Seaintonln
- Re: Parking space size, RoyLevy
- Re: rigid wood diaphragms, Seaintonln
- Re: Discussing Engineering Fee's, Phil Hodge
- Re: Discussing Engineering Fee's, Seaintonln
- Re: double sided shear walls, Seaintonln
- Re: Kiln Dry Lumber, Bruce D Pooley
- Re: Dynamic Loading, Dennis
- Re: Kiln Dry Lumber - Splits and Checks, Bruce D Pooley
- Dry Rot, NRoselund
- Re: Dry Rot, -=maura=-
- Reinforcement Shop Drawing Review, Laurence B. Oeth III
- Decay of Wood, Vyacheslav Gordin
- Re: Dry Rot, Robert P. KAZANJY
- Re: Kiln Dry Lumber - Splits and Checks, Seaintonln
- Re: Parking space size, Falamaki
- "And The Buildings Will Not Even Catch a Cold."-Performance Based Seismic Design, FEMCCLURE
- RE: Reinforcement Shop Drawing Review, Trobridge, Bruce
- RE: Dry Rot, Trobridge, Bruce
- Re: minimum insurance for liability, Peieng5590
- RE: minimum insurance for liability, Jeffery Seegert (x 485)
- Re: seaint Digest for 2 Jun 1999, Muhammad Amin
- Re: Dry Rot, JCohen
- Re: seaint Digest for 3 Jun 1999, Muhammad Amin
- RE: Reinforcement Shop Drawing Review, Bill Polhemus
- minimum insurance for liability, Vyacheslav Gordin
- RE: minimum insurance for liability, Bill Polhemus
- Remove me from list, Michael O'Neil
- RE: Reinforcement Shop Drawing Review, Bouffard, Tom
- Portlands vs Blended Hydraulics, Robert Rollo
- Re: double sided shear walls, ECVAl3
- Everdure Caltite, Rudolph Ruana
- RE: minimum insurance for liability, Roger Turk
- Re: minimum insurance for liability, Parkerres
- Michigan Frost Depth and Snow Load, Gary Hart
- Re: Michigan Frost Depth and Snow Load, John Schwarz
- RE: Portlands vs. Blended Hydraulics, Harold Sprague
- RE: Portlands vs. Blended Hydraulics, Robert Rollo
- Re: minimum insurance for liability, John Schenne
- RE: steel grade, Matt Jordan
- RE: Portlands vs. Blended Hydraulics, Harold Sprague
- RE: Portlands vs. Blended Hydraulics, Roger Turk
- RE: Michigan Frost Depth and Snow Load, Harold Sprague
- RE: steel grade, Harold Sprague
- Re: steel grade, Fountain Conner
- AISC Seismic Provisions, Part I, Sect. 11.2a, Eddie Gonzalez
- Re: Getting Paid for structural observation, FEMCCLURE
- Rail Cars As Bridge Decks, Randy Russ
- Re: steel grade, Christopher Wright
- Re: Everdure Caltite, Fountain Conner
- Re: Rail Cars As Bridge Decks, Mark D. Baker
- suspension of e-mail messages, Mario Eugenio Ferreyra Mujica
- unbsubscribe, stephen hinton
- unbsubscribe, stephen hinton
- Re: unbsubscribe, michelle trzecinski
- Prescribe "Immediate Occupancy" for Your FEMA 310 and 273 Evaluations and, FEMCCLURE
- Owner force himself to occupy the bldg, Melbec
- question again, Engr. Rios Prado
- questions1, Engr. Rios Prado
- difference, Engr. Rios Prado
- Re: Owner force himself to occupy the bldg, Aseemar
- Re: unbsubscribe, Aseemar
- Re: Prescribe "Immediate Occupancy" for Your FEMA 310 and 273Evaluations and, Aseemar
- Re: question again, Laurence B. Oeth III
- Re: suspension of e-mail messages, Aseemar
- Re: unbsubscribe, Aseemar
- Re: unbsubscribe, Aseemar
- Re: question again, Aseemar
- Re: Owner force himself to occupy the bldg, Tom Liberty
- Re: Owner force himself to occupy the bldg, Seaintonln
- Re: question again, Seaintonln
- Re: Kiln Dry Lumber - Splits and Checks, Patrick F. Quinn
- RE: Portlands vs. Blended Hydraulics, Dee Henrie
- Re: Racking strength of timber frame walls, Bob Mahony
- software/cd´s, André
- cd´s/software, André
- software/cd´s, André
- Unsubsribing, Nick Amico
- Re: Racking strength of timber frame walls, Seaintonln
- Re: Racking strength of timber frame walls, John Rose
- Performance Based Seismic Design - Is anyone interested?, FEMCCLURE
- remove me from your list, Oliver V. Paduga
- Racking strength of timber frame walls, buddy_showalter
- Re: Portlands vs. Blended Hydraulics, Michael Donoghue
- RE: AISC Seismic Provisions, Part I, Sect. 11.2a, Charlie Carter
- AvWin for Students, Jose Vallejo
- RE: Portlands vs. Blended Hydraulics, Harold Sprague
- Flyash, E.B.Davison, P.Eng.
- List, Abe Knapp
- Re: Performance Based Seismic Design - Is anyone interested?, Lynn
- Info regarding work in Qatar, Paul Ransom
- Re: List, RajSTC
- 1997 UBC 1630.1.1, Richard Lewis
- Re: CQC and SRSS, Dr. Ravi Sinha
- RE: 1997 UBC 1630.1.1, Yousefi, Ben
- Re: Racking strength of timber frame walls, Tara444
- Please remove me from this list, Tara444
- please remove me from this list, Tara444
- Re: Racking strength of timber frame walls, Tara444
- Re: CQC and SRSS, Christopher Wright
- Re: Is anyone interested? You Bet!, Seaintonln
- Re: Is anyone interested? You Bet!, FEMCCLURE
- The ASD green Manaul, aj_young
- RE: Is anyone interested? You Bet!, Jeffery Seegert (x 485)
- RE: Rail Cars As Bridge Decks, Bill Polhemus
- RE: Rail Cars As Bridge Decks, Robert Rollo
- Re: minimum insurance for liability, Paul_Reilly
- Re: Is anyone interested? You Bet!, vicpeng
- Light Gage Structural Institute, Zachary Goswick
- RE: Michigan Frost Depth and Snow Load, Scott Maxwell
- Design in Costa Rica, vicpeng
- Re: Light Gage Structural Institute, Sandy Pringle
- RE: Light Gage Structural Institute, Dustin Cole
- Re: The ASD green Manaul, David Larsen
- Design in Costa Rica, Roger Turk
- Specification of Cee's and Zee's, Zachary Goswick
- Re: Is anyone interested? You Bet!, Roger Turk
- CODE: AASHTO vs. ASCE 7/ACI 318, Bill Polhemus
- Re: Is anyone interested? You Bet!, Seaintonln
- "Free" Information?, Bill Polhemus
- Re: Is anyone interested? You Bet!, FEMCCLURE
- Re: Is anyone interested? You Bet!, Rafael Sabelli
- Re: Light Gage Structural Institute, Seaintonln
- Re: Design in Costa Rica, vicpeng
- RE: Specification of Cee's and Zee's, Jeffery Seegert (x 485)
- Re: Info regarding work in Qatar, Nordine
- Software for metal building system, aj_young
- Re: Rail Cars As Bridge Decks, Steve Privett
- Re: Is anyone interested? You Bet!, FEMCCLURE
- Re: Is anyone interested? You Bet!, Seaintonln
- "Free" Information?, Roger Turk
- Re: Light Gage Structural Institute, LGSEA
- Metal plate-connected wood trusses per T, Joyce Fuss
- RE: Specification of Cee's and Zee's, Zachary Goswick
- RE: Light Gage Structural Institute, Zachary Goswick
- Re: FEMA 273 - Adobe Acrobat, Seaintonln
- Re: Light Gage Structural Institute -Reply, John Armijo
- RE: Light Gage Structural Institute, Roger Davis
- Re: Is anyone interested in creating an Engineering Web Link Reference?, Seaintonln
- Re: Metal plate-connected wood trusses per T, Seaintonln
- suspension of e-mail messages, Rosario Cruz Cruz
- Re: Light Gage Structural Institute, Roger Turk
- Seismic - UBC 1997 Application, Richard Lewis
- Re: FEMA 273 - Adobe Acrobat, Barry H. Welliver
- RE: FEMA 273 - Adobe Acrobat, Bill Polhemus
- Re: Seismic - UBC 1997 Application, Paul Crocker
- FW: Seismic - UBC 1997 Application, La Count, Curt
- Re: Metal plate-connected wood trusses per T, Lynn
- Re: FEMA 273 - Adobe Acrobat, Seaintonln
- RE: Metal plate-connected wood trusses p, Joyce Fuss
- Re: Design in Costa Rica, Mario A. Tioli
- Re: FEMA 273 - Adobe Acrobat, Seaintonln
- 4-storey design, Francis . Ang
- Re: FEMA 273 - Adobe Acrobat, Barry H. Welliver
- Re: unsbscribe, MEKKAWI
- Redundancy Factor, Richard Lewis
- Re: "Free" Information?, Seaintonln
- Re: "Free" Information?, Seaintonln
- Re: FEMA 273 - Adobe Acrobat, Seaintonln
- Re: Redundancy Factor, Dan Connell
- Re: Is anyone interested? You Bet!, FEMCCLURE
- Re: Is anyone interested? You Bet!, FEMCCLURE
- wood connections, buddy_showalter
- RE: The ASD green Manual, Scott Maxwell
- Enercalc (was FEMA 273 - Adobe Acrobat), Dan Vines
- RE: Software for metal building system, Brian K. Smith
- RE: The ASD green Manual, dave . angelotti
- Seeking an old Concrete and Steel book, Eddie Gonzalez
- RE: 4-storey design, Francis . Ang
- self drilling screw spacing for light gage, Dan Vines
- wood connections, Roger Turk
- Vaporware (was Enercalc (was FEMA 273 - Adobe Acrobat)), Bill Polhemus
- RE: self drilling screw spacing for light gage, seaint-return
- Hopefully, it's a Hoax, Vyacheslav Gordin
- FW: Redundancy Factor, La Count, Curt
- Seminar Library???, Aswin Rangaswamy
- Re: Is anyone interested? You Bet!, Williston L. Warren, IV - S.E.
- RE: Hopefully, it's a Hoax, Nick Amico
- Hopefully, it's a Hoax, Roger Turk
- Re: Hopefully, it's a Hoax, Charley Hamilton
- Re: Hopefully, it's a Hoax, Mark McCormick
- RE: The ASD green Manual, aj_young
- Re: Seminar Library???, Constantine Shuhaibar
- Re: self drilling screw spacing for light gage, LGSEA
- FEMA 273, fabricio rosales
- Re: Hopefully, it's a Hoax, Christopher Wright
- Re: Hopefully, it's a Hoax, vicpeng
- Fw: Seeking an old Concrete and Steel book, T. Eric Gillham PE
- enercalc, Dan Vines
- RE: FEMA 273, jose mendez
- Re: FEMA 273, Seaintonln
- Dowelling a URM infill, Seaintonln
- Re: Seminar Library???, Seaintonln
- Re: Seeking an old Concrete and Steel book, Lynn
- Retaining Wall Surcharge in Snow Country, Tom Schaniel
- Re: Enercalc (was FEMA 273 - Adobe Acrobat), Seaintonln
- Re: Seminar Library???, Seaintonln
- Re: Retaining Wall Surcharge in Snow Country, Randy Vogelgesang
- Favorite Handbooks, Ali Bakhshi
- Favorite Handbooks, Ali Bakhshi
- FEMA 273 Publications, FEMCCLURE
- Re: Retaining Wall Surcharge in Snow Country, Barry H. Welliver
- Re: Favorite Handbooks, Juan C. Gray
- 4-bolt patterns, Zachary Goswick
- Re: software/cd´s, rui cunha
- Re: Favorite Handbooks, Greg Smith
- Last reminder...97 UBC Struct. Workshop in S.F. Bay Area, Yousefi, Ben
- RE: Retaining Wall Surcharge in Snow Country, Caldwell, Stan
- Two Masters, Bill Polhemus
- Re: unsbscribe, Edgar Lazarte
- RE: 4-bolt patterns, Harold Sprague
- Re: 4-bolt patterns, Greg Varney
- Virus warning... no hoax, Harold Sprague
- RE: The ASD green Manaul, Charlie Carter
- ETABS, fabricio rosales
- Announcing the N. Youssef Grant Program, SEAOSC
- Re: Seminar Library???, Seaintonln
- T-headed termination of column reinforcement, Charley Hamilton
- Re: Retaining Wall Surcharge in Snow Country, Fountain Conner
- RE: A/E/C Show & Structural Microstation Triforma, Joseph Harouni
- (no subject), LGSEA
- RE: Retaining Wall Surcharge in Snow Country, Jeff Smith
- Re: LGSEA / ASI Seminar, PEC - Lake City
- RE: A/E/C Show & Structural Microstation Triforma, dave . angelotti
- RE: A/E/C Show & Structural Microstation Triforma, Caldwell, Stan
- Re: Current Events, Charley Hamilton
- Re: Favorite Handbooks, Ricardo Quiel
- ExploreZip Virus Hits Computers Around The World, Caldwell, Stan
- FEMA 273, fabricio rosales
- RE: A/E/C Show & Structural Microstation Triforma, dave . angelotti
- Re: ASD vs. LRFD, Fountain Conner
- Re: Seminar Library???, Constantine Shuhaibar
- RE: Two Masters, Harold Sprague
- RE: ASD vs. LRFD, Robert Rollo
- Re: LGSEA / ASI Seminar, LGSEA
- Re: LGSEA / ASI Seminar, Seaintonln
- Re: Is anyone interested? You Bet!, Seaintonln
- Re: Retaining Wall Surcharge in Snow Country, SDGSE
- Fasteners & Pressure Treated Wood, Steve Hiner
- Re: (no subject), Daniel Indrawan
- Plywood Shearwals & Elevated Conc Piers, Paul_Reilly
- RE: software/cd´s, Dan Vines
- API tank foundations (appendix E), Bob Hanson
- Re: T-headed termination of column reinforcement, Mlcse
- Distribution Factors for Bridge Structures, Bill Polhemus
- Re: Stressed Skin Design, Rudra Nevatia
- Special message for Lurker's, Seaintonln
- Re: LGSEA / ASI Seminar, LGSEA
- Cold-formed steel seminars/dates and location, LGSEA
- RE: 4-bolt patterns, James Allen
- Re: complex roof diaphragm, PeckDesign
- RE: Retaining Wall Surcharge in Snow Country, Tom Schaniel
- Re: self drilling screw spacing for light gage, Seaintonln
- Re: (no subject) stressed skin structures, Rlfong
- RE: Seminar Library???, Charlie Carter
- Re: Seeking an old Concrete and Steel book, Robert Kazanjy
- enercalc, merrick group
- FEMA 273 Publications, FEMCCLURE
- Re: Favorite Handbooks, SDGSE
- Re: ASD vs. LRFD, Paul Crocker
- RE: ASD vs. LRFD, Dan Vines
- FASTENERS & PRESSURE TREATED WOOD, Steve Hiner
- Check this Magic site, Shafat Qazi
- AITC, Mark Gilligan
- Re: ETABS, Dan Connell
- Re: Plywood Shearwals & Elevated Conc Piers, SDGSE
- Re: ASD vs. LRFD, RoyLevy
- test, Mark T. Swingle
- Re: ASD vs. LRFD, Fountain Conner
- Re: Special message for Lurker's, Lynn
- Short-term Live Loads, Paul_Reilly
- RE: 4-bolt patterns, Sherman, William
- Re: Dowelling a URM infill, NRoselund
- RE: 4-bolt patterns, Mark Gilligan
- Re: ASD vs. LRFD, Mark Gilligan
- Server is Back on-line, Shafat Qazi
- Re: Stressed Skin Design, Daniel Indrawan
- Re: Check this Magic site, Byainc
- Re: test, Michael Valley
- Re: FEMA 273 Publications, Daniel Indrawan
- Re: (no subject) stressed skin structures, Daniel Indrawan
- Proposed OSHA rules, Phil Hodge
- Engineers, requesting some help here, Engr. Rios Prado
- Re: Check this Magic site, vicpeng
- Re: Check this Magic site, Ricardo Quiel
- Re: Check this Magic site, Greg Smith
- masonry deputy insp., Mark D. Baker
- RE: ASD vs. LRFD, Charlie Carter
- RE: 4-bolt patterns, Brian K. Smith
- Re: Special message for Lurker's, vicpeng
- Re: Special message for Lurker's, RoyLevy
- Re: ASD vs. LRFD, ASQUILALA
- Re: masonry deputy insp., Sandy Pringle
- Re: masonry deputy insp., Nd1942
- Re: Plywood Shearwals & Elevated Conc Piers, Seaintonln
- Re: Seminar Library???, Seaintonln
- High School Student seeking a summer job, Constantine Shuhaibar
- Re: ASD vs. LRFD, Paul Ransom
- Re: ASD vs. LRFD, Christopher Wright
- Re: ASD vs. LRFD, Christopher Wright
- Re: masonry deputy insp., SDGSE
- RE: CODE: AASHTO vs. ASCE 7/ACI 318, Rodrigo Lema
- Women SE's, Rbengrguy
- Re: Special message for Lurker's, Gil Brock
- Re: ASD vs. LRFD, SHAR1210
- Re: Check this Magic site, Seaintonln
- RE: Special message for Lurker's, Bill Polhemus
- Re: Seminar Library???, Seaintonln
- Re: Special message for Lurker's, CLaines
- RE: Distribution Factors for Bridge Structures, Brian McDonald
- Re: Seminar Library???, Mark Gilligan
- Re: Retaining Wall Surcharge in Snow Country, William Nelson
- Re: Special message for Lurker's, Charles Greenlaw
- Re: FEMA 273 Publications, FEMCCLURE
- ASD vs. LRFD, Bohm, Gabriel
- RE: ASD vs. LRFD, Ritter, Mike
- Re: ASD vs. LRFD, Fountain Conner
- Re: ASD vs. LRFD, Neil Glaser
- Re: Distribution Factors for Bridge Structures, Jim Kestner
- RE: Special message for Lurker's, Jeffery Seegert (x 485)
- RE: ASD vs. LRFD, Jeffery Seegert (x 485)
- Re: 4-bolt patterns, Scott Melnick
- Re: ASD vs. LRFD, Christopher Wright
- Re: ASD vs. LRFD, Phil Hodge
- RE: Special message for Lurker's, Roger Davis
- Re: ASD vs. LRFD, RajSTC
- Re: masonry deputy insp., Mark D. Baker
- RE: Seminar Library???, Charlie Carter
- RE: ASD vs. LRFD, FERGUSON, GREGORY N
- Re: masonry deputy insp., Parkerres
- RE: Special message for Lurker's, Dee Henrie
- ASD vs LRFD, E.B.Davison, P.Eng.
- Re: Plywood Shearwals & Elevated Conc Piers, Robert Kazanjy
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Bill Polhemus
- Re: 4-bolt patterns, Jill T. Shuttleworth, P.E. S.E.
- Re: Special message for Lurker's, Steve Privett
- Re: ASD vs. LRFD, Paul Crocker
- Adapt Software, Bouffard, Tom
- ASD vs. LRFD, Adolfo Galvez
- RE: 4-bolt patterns, Harold Sprague
- Re: 4-bolt patterns, Scott Melnick
- Re: ASD vs. LRFD, Christopher Wright
- Re: Seminar Library???, Constantine Shuhaibar
- RE: Special message for Lurker's, Silva John (sj)
- Post-Tensioning Institute, Bill Polhemus
- Re: ASD vs. LRFD, Michael Valley
- RE: Adapt Software, Bill Polhemus
- Re: ASD vs. LRFD, Paul Crocker
- Re: Special message for Lurker's, Seaintonln
- Re: Special message for Lurker's, Seaintonln
- risk analysis, Ricardo Gorrin Hernandez
- Re: Seminar Library???, Seaintonln
- Re: Special message for Lurker's, vicpeng
- Re: Special message for Lurker's, Seaintonln
- High School Student Summer Job, Constantine Shuhaibar
- Re: Special message for Lurker's, vicpeng
- Re[2]: Special message for Lurker's, Jerome . Tan
- RE: risk analysis, Paul Meyer
- RE: ASD vs. LRFD, Bill Polhemus
- Re: Special message for Lurker's, Seaintonln
- Re: Special message for Lurker's, Seaintonln
- Re: risk analysis, Seaintonln
- RE: Adapt Software, Bouffard, Tom
- Re: ASD vs. LRFD, Milo Ketchum
- Re: ASD vs. LRFD, Paul Crocker
- RE: Favorite Handbooks, Harold Sprague
- Re: Stressed Skin Design, Rudra Nevatia
- Re: ASD vs. LRFD, DAVID N. MARTIN, P.E
- Re: ASD vs. LRFD, Christopher Wright
- Seismic - Isolating CMU infill wall, Richard Lewis
- RE: 4-bolt patterns, Mark Gilligan
- RE: Seminar Library???, Charlie Carter
- API 650 (Appendix E) Tank foundations, Bob Hanson
- RE:Post-Tensioning Institute, Terri
- RE: Post-Tensioning Institute, Bill Polhemus
- RE: ASD vs. LRFD, FERGUSON, GREGORY N
- FWD: Dynamic Loading, Joyce Fuss
- Re: ASD vs. LRFD, Michael Valley
- Re: risk analysis, MESSINGERD
- ASD vs LRFD, James F Fulton
- Re: ASD vs LRFD -- Scoreboard, Christopher Wright
- ASD Best in Which Ed. of Salmon & Johnson or...?, Ed Fasula
- Re: Distribution Factors for Bridge Structures, Juan C. Gray
- Re: Post-Tensioning Institute, Ricardo Quiel
- Re: ASD vs. LRFD, Charley Hamilton
- ASD vs. LRFD, Patrick Rodgers
- Re: ASD Best in Which Ed. of Salmon & Johnson or...?, Michael Valley
- Common versus Box Nails, RShreenan
- Re: ASD vs LRFD, Roger Turk
- RE: Post-Tensioning Institute, Brian K. Smith
- Re: Seminar Library???, Seaintonln
- RE: Seismic - Isolating CMU infill wall, John E. Alcaras
- I need Indian codes reseller address., Studio Negrini
- RE: ASD vs. LRFD, Bill Polhemus
- Re: Post-Tensioning Institute, João R. de Lima
- Re: risk analysis Probable Maximum Loss (PML's), FEMCCLURE
- RE: ASD vs LRFD, Bill Polhemus
- Re: ASD vs. LRFD, Scott Maxwell
- Re: risk analysis, JAKABY
- Re: Post-Tensioning Institute, Christopher Wright
- Re: FASTENERS & PRESSURE TREATED WOOD, JAKABY
- Re: ASD Best in Which Ed. of Salmon & Johnson or...?, Richard Lewis
- RE: AITC, Roger Davis
- Re: Common versus Box Nails, Charles Greenlaw
- Re: Common versus Box Nails, Seaintonln
- FW: ASD Best in Which Ed. of Salmon & Johnson or...?, La Count, Curt
- lee_templeton(--nospam--at)parsons.com, nattamai mohanram
- Re: ASD vs. LRFD, Roger Turk
- ASD Best in Which Ed. of Salmon & Johnso, Roger Turk
- Re: ASD vs. LRFD, Fountain Conner
- Re: Common versus Box Nails, JAKABY
- RE:Post-Tensioning Institute, Terri
- Re: ASD vs LRFD, Paul Crocker
- RE: ASD vs. LRFD, Bill Polhemus
- Re: Seismic - Isolating CMU infill wall, NRoselund
- Re: ASD vs LRFD, Jerome . Tan
- Re: ASD vs LRFD, Roger Turk
- Re: ASD vs. LRFD, Paul Crocker
- re: Who hires masonry deputy insp?, Sandy Pringle
- RE: Post-Tensioning Institute, Bill Polhemus
- Fw: Seismic - Isolating CMU infill wall, T. Eric Gillham PE
- IMSI TurboCad - Comments wanted, Seaintonln
- Re: Special message for Lurker's, Seaintonln
- Re: Adapt Software, Ricardo Quiel
- RE: ASD vs. LRFD, Paul Meyer
- RE: ASD vs LRFD -- Scoreboard, Bill Polhemus
- Re: Special message for Lurker's, Seaintonln
- ERRATA: Re:risk analysis Probable Maximum Loss (PML's), FEMCCLURE
- Re: Special message for Lurker's, Laurence B. Oeth III
- ASD v. LRFD, Laurence B. Oeth III
- Re: Special message for Lurker's, Laurence B. Oeth III
- RE: ASD vs. LRFD, Roger Davis
- Common versus box nails, RShreenan
- Footing Steps, Jim Kestner
- Re: Structural Software, Jim Kestner
- RE: lee_templeton(--nospam--at)parsons.com, Todd Blake
- RE: lee_templeton(--nospam--at)parsons.com, nattamai mohanram
- Re: ASD vs. LRFD, Jake Watson
- RE: ASD v. LRFD, Bill Polhemus
- Re: Fw: Seismic - Isolating CMU infill wall, Richard Lewis
- RE: Favorite Handbooks, Rodrigo Delgado Zirpel
- Re: Structural Software, nattamai mohanram
- Re: ASD vs LRFD, Paul Crocker
- Y2K compliance, Dave Meney
- Seismic - Isolating CMU infill wall, Niaz A. Nazir
- Re: Seismic - Isolating CMU infill wall, Robert Kazanjy
- Re: AITC, Bruce D Pooley
- Re: ASD vs. LRFD, Roger Turk
- Re: ASD vs. LRFD, Roger Turk
- RE: Y2K compliance, dave . angelotti
- Mexico Earthquake 6.7 Mag 6-15-99, MRodrig273
- RE: ASD vs. LRFD, Brian K. Smith
- Re: ASD vs LRFD, Michael Valley
- Re: ASD vs. LRFD, Michael Valley
- Lurker, Vince Yu
- Re: Footing Steps, vicpeng
- RE: ASD vs. LRFD, Brian K. Smith
- Re: ASD vs. LRFD, Paul Crocker
- Re: Common versus box nails, Seaintonln
- NEEDED: Copies of the Following References, Bill Polhemus
- Re: ASD vs. LRFD, Paul Crocker
- Timber Unit Weight, Fredericks, Douglas/SAC
- Structural Software, Caldwell, Stan
- Post-Tensioning Software, Steven P. Osborn
- RE: ASD v. LRFD, Brian K. Smith
- Re: ASD vs. LRFD, Milo Ketchum
- Dumb Question Re Bridge Slab Analysis, Bill Polhemus
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Bill Polhemus
- RE: lee_templeton(--nospam--at)parsons.com, Bill Polhemus
- Re: Y2K compliance, Christopher Wright
- RE: ASD vs. LRFD, Brian K. Smith
- RE: ASD vs. LRFD, Bill Polhemus
- Treaded Rod Connectors A-36 Steel, MJL Engineering Ltd.
- rho - light frame timber construction, pfr
- Re: Mexico Earthquake 6.7 Mag 6-15-99, Rick Ranous
- RE: ASD vs LRFD, Sherman, William
- RE: Footing Steps, Scott Maxwell
- RE: ASD vs. LRFD, Bill Polhemus
- Re: ASD vs. LRFD, Jake Watson
- RE: Treaded Rod Connectors A-36 Steel, Harold Sprague
- ASD vs. LRFD and mm versus inches, Paul Meyer
- RE: ASD vs LRFD, Cain, William
- Re: ASD v. LRFD, Laurence B. Oeth III
- Re: Treaded Rod Connectors A-36 Steel, Laurence B. Oeth III
- Re: Dumb Question Re Bridge Slab Analysis, Laurence B. Oeth III
- Re: Footing Steps, pfr
- Re: ASD vs. LRFD, Christopher Wright
- Re: Y2K compliance, Richard Lewis
- Re: NEEDED: Copies of the Following References, Walter Sheen Paoli
- Re: ASD vs. LRFD, Christopher Wright
- Re: ASD v. LRFD, Laurence B. Oeth III
- RE: Structural Software, Ken McClure
- Re: rho - light frame timber construction, Byainc
- RE: ASD vs. LRFD, Christopher Wright
- TurboCad, JohnOttCE
- Re: Seismic - Isolating CMU infill wall, Jerome . Tan
- Re: Lurker, Seaintonln
- Re: Common versus box nails, Charles Greenlaw
- Re: Structural Software, Seaintonln
- Challenges of the future, James Lai
- RE: Structural Software, Bill Polhemus
- RE: Mexico Earthquake 6.7 Mag 6-15-99, Maria I. Falconi
- Re[2]: ASD v. LRFD, Jerome . Tan
- RE: ASD vs LRFD, Kenneth Tarlow
- RE: Seismic - Isolating CMU infill wall, Francis . Ang
- Re: risk analysis, Ali Bakhshi
- ETAB where-abouts, nilesh shah
- Re: ASD vs LRFD, Paul Ransom
- Re: self drilling screw spacing for light gage, Brad Cameron
- RE: ASD vs. LRFD, Bill Polhemus
- Stupid Things I've Seen, Jim Kestner
- Re:ASD vs LRFD, James F Fulton
- Offshore Strucures, M. A. Mufti
- Lateral Distribution for Sloped Foundation, Ricardo Hernandez
- Re: ASD vs. LRFD, Jake Watson
- July Newsletter on www.seaonc.org, Constantine Shuhaibar
- Re: Lateral Distribution for Sloped Foundation, NRoselund
- Re: Timber Unit Weight, Bruce D Pooley
- Inq. - San Jose Seminar - Rigid vs Flexible Diaphragm, Seaintonln
- Re: Common versus box nails, Barry H. Welliver
- RE: ASD vs. LRFD, Bill Polhemus
- Re: Stupid Things I've Seen, Webcarlo
- Re: [Mexico Earthquake 6.7 Mag 6-15-99], carlos arce leon
- Philippine Island EQ Mag 6.2, MRodrig273
- Re: Common versus box nails, Charles Greenlaw
- RE: ASD vs. LRFD, Bill Polhemus
- test test test, CAtkin3313
- Re: Stupid Things I've Seen, Nd1942
- RE: ASD vs. LRFD, Christopher Wright
- Re: Treaded Rod Connectors A-36 Steel, NRoselund
- Bridge Problem?, Vyacheslav Gordin
- Re: Dumb Question Re Bridge Slab Analysis, RoyLevy
- Re: Stupid Things I've Seen, Paul Feather
- Re: Offshore Strucures, TBCoull
- unofficial exams, Greg Smith
- Sloping Footings, Novak, Dan
- Re: ASD vs. LRFD -- Thanx, Fountain Conner
- RE: Inq. - San Jose Seminar - Rigid vs Flexible Diaphragm, Yousefi, Ben
- Re: Post-Tensioning Software, Ricardo Quiel
- RE: Y2K compliance, Waan Chui
- RE: Aluminum, Pat Symons
- Seismic Values Aa Av for ATLANTA, Ga, nattamai mohanram
- RE: ETAB where-abouts, Lars Holte
- Re: ASD vs. LRFD, Christopher Wright
- Re: ETAB where-abouts, Swaminathan Krishnan
- RE: ASD vs. LRFD, Christopher Wright
- Re: unofficial exams, Lynn H
- RE: Footing Steps, Dan Novak
- RE: Bridge Problem?, Dan Novak
- Re: ETAB where-abouts, Ricardo DiazEspino
- Re: TurboCad, NRoselund
- Re: Stupid Things I've Seen, Rbengrguy
- Re: Aluminum, Greg Smith
- Part Time Engineer Needed with Mathcad Skills, Seaintonln
- Re: TurboCad, Greg Smith
- Re: Offshore Strucures, Michael Donoghue
- Re: Aluminum, Christopher Wright
- Re: TurboCad, Seaintonln
- Re: Aluminum -- BE CAREFUL, Fountain Conner
- Re: ASD vs. LRFD, Laurence B. Oeth III
- Re: TurboCad, Fountain Conner
- "Structure" Magazine, jshipp
- Re: Sloping Footings, Laurence B. Oeth III
- Stupid Things I've Seen, T. Eric Gillham PE
- Re: Aluminum, Greg Smith
- Test, Michael Zaitz
- RE: Seismic - Isolating CMU infill wall, Rodrigo Lema
- Re: ASD vs LRFD, Paul Ransom
- Re: ASD vs. LRFD, bengineer
- Re[2]: Sloping Footings, TBenson
- Detailing Software for Tapered Frame, A.J.Young
- Different materials for web and flange, A.J.Young
- Re: Common versus box nails, RShreenan
- Re: Common versus box nails, RShreenan
- RE: Aluminum, Paul Meyer
- RE: unofficial exams, Baltar, Joseph P SPK
- RE: WF Sections Not in Manual, Charlie Carter
- RE: Timber Unit Weight, Fredericks, Douglas/SAC
- FW: WF Sections Not in Manual, La Count, Curt
- LRFD and ASD, Charlie Carter
- RE: Seismic - Isolating CMU infill wall, Francis . Ang
- Flat Heads-ASME Boiler Code Question, MSSROLLO
- Re: ASD vs. LRFD, Karen12959
- RE: ASD vs. LRFD, Cain, William
- Re: TurboCad, Roger Turk
- Engineering Employment at the Beach, Becker, Rick
- Stainless Steel liner on Kiln, MSSROLLO
- RE: Flat Heads-ASME Boiler Code Question, Ron Hill
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Cain, William
- Re: TurboCad, JohnOttCE
- Re: Stainless Steel liner on Kiln, Fountain Conner
- ap and Rp of UBC97 for Suspended Equipment, James Lin
- ACAD LT, Robert Rollo
- RE: ACAD LT, FERGUSON, GREGORY N
- Re: Flat Heads-ASME Boiler Code Question, Christopher Wright
- Re: ASD vs. LRFD, James Bela
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Cain, William
- RE: ASD vs. LRFD, Francis . Ang
- RE: ASD vs. LRFD, Francis . Ang
- RE: ASD vs. LRFD, Francis . Ang
- Re: TurboCad, Seaintonln
- AutoCAD: Changing Font Size (Re), Ed Fasula
- Re: AutoCAD: Changing Font Size (Re), Michael Valley
- Re: Seismic - Isolating CMU infill wall, ASQUILALA
- Re: Common versus box nails, Charles Greenlaw
- Allowable Soil Pressures for Earthquake Loads, Mark Gilligan
- Re: Seismic - Isolating CMU infill wall, Mark Gilligan
- RE: Seismic - Isolating CMU infill wall, Francis . Ang
- Re: ASD vs. LRFD, Yank2002
- Different materials for web and flange, A.J.Young
- Detailing Software for Tapered Frame, A.J.Young
- Re: Seismic - Isolating CMU infill wall, Roger Turk
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Paul Meyer
- Re: ap and Rp of UBC97 for Suspended Equipment, Rick . Drake
- Re: Seismic - Isolating CMU infill wall, Jim Kestner
- RE: ASD vs. LRFD, Chris Palmateer
- SEAONC July Newsletter, Constantine Shuhaibar
- RE: ASD vs. LRFD, Bill Polhemus
- RE: ASD vs. LRFD, Robert Rollo
- Re: ASD vs. LRFD, Paul Feather
- abutment uplift, Chris Towne
- RE: abutment uplift, Bill Polhemus
- Re: abutment uplift, Chris Towne
- RE: ASD vs. LRFD, Paul Meyer
- RE: abutment uplift, Bill Polhemus
- Visual Analysis vs. Risa-3D the Window version, Joseph Harouni
- Enough ASD vs. LRFD, Caldwell, Stan
- RE: ASD vs. LRFD, Charlie Carter
- RE: Visual Analysis vs. Risa-3D the Window version, Caldwell, Stan
- Visual Analysis vs. Risa-3D the Window version -Reply, Abe Knapp
- abutment uplift, Chris Towne
- RE: Enough ASD vs. LRFD, Bill Polhemus
- Re: Seismic - Isolating CMU infill wall, ASQUILALA
- Re: Seismic - Isolating CMU infill wall, ASQUILALA
- STRUCTURAL QUESTION, TahirQ
- Re: STRUCTURAL QUESTION, vicpeng
- Re: Visual Analysis vs. Risa-3D the Window version, Seaintonln
- Re: STRUCTURAL QUESTION, Seaintonln
- Re: STRUCTURAL QUESTION, vicpeng
- Re: Allowable wood stresses, Structeng1
- Re: Enough ASD vs. LRFD, Mark T. Swingle
- Re: Common versus box nails, Mark T. Swingle
- Books in Australia, Francis . Ang
- RE: Enough ASD vs. LRFD, Dick_Roberts
- Re: Books in Australia, KH H
- RE: NFL CUP, Benson,Ralph
- Soil Stabilization, Jeffery Seegert (x 485)
- Re: Enough ASD vs. LRFD, Scott Melnick
- Re: Soil Stabilization, Fountain Conner
- Re[2]: NFL CUP, Rick . Drake
- RE: Soil Stabilization, Scott Maxwell
- RE: NFL CUP, Caldwell, Stan
- error in 1997 SBC???, Dan Vines
- RE: STRUCTURAL QUESTION, Baltar, Joseph P SPK
- abutment uplift, Chris Towne
- RE: STRUCTURAL QUESTION, Robert Rollo
- abutment uplift, Roger Turk
- RE: Soil Stabilization, Gordon Yutzy
- SEAOC Convention Reminder, SEAOSC
- SEAOC Convention Reminder, John G. Shipp
- Slender concrete columns, BDWOLF123
- RE: Slender concrete columns, Baltar, Joseph P SPK
- Re: Slender concrete columns, Hasan Hindawi
- Re: STRUCTURAL QUESTION, Seaintonln
- RE: Seismic - Isolating CMU-Captivity Problems, jose mendez
- 1999 L. A. County Building Code Chapter 22, Huang, Y. Henry
- 125' long steel truss, connection question, Simon Solorio
- Re: 1999 L. A. County Building Code Chapter 22, Rlfong
- Re: Soil Stabilization, Ali Bakhshi
- RE: 1999 L. A. County Building Code Chapter 22, Huang, Y. Henry
- FW: 125' long steel truss, connection question, La Count, Curt
- RE: 125' long steel truss, connection question, Paul Meyer
- 125' long steel truss, connection questi, Roger Turk
- RE: Seismic - Isolating CMU infill wall, Rodrigo Lema
- Re: STRUCTURAL QUESTION, TahirQ
- RE: 125' long steel truss, connection question, Francis . Ang
- Re: 125' long steel truss, connection question, Laurence B. Oeth III
- Re: Soil Stabilization, james korff pe pmp
- Re: 125' long steel truss, connection question, Glauco
- ETABS Modelling-Flexible Floor, John E. Alcaras
- RE: Soil Stabilization, Jeffery Seegert (x 485)
- RE: 125' long steel truss, connection question, Robert Rollo
- Shotcrete Loading, John Schenne
- RE: 125' long steel truss, connection question, Charlie Carter
- RE: Shotcrete Loading, Ritter, Mike
- RE: 125' long steel truss, connection question, Roger Davis
- RE: 125' long steel truss, connection question, Sherman, William
- Re: 125' long steel truss, connection question, Christopher Wright
- RE: Enough ASD vs. LRFD, DEVERE, PETER P. (JSC-ES)
- RE: Soil Stabilization, Jeffery Seegert (x 485)
- RE: 125' long steel truss, connection question, Benson,Ralph
- Re: 1999 L. A. County Building Code Chapter 22, Robert J Bossi, PE
- excellent soil engineer needed, Falamaki
- Re: Soil Stabilization, James Bela
- Re: 1999 L. A. County Building Code Chapter 22, James Bela
- RE: Soil Stabilization, Christopher Wright
- Re: excellent soil engineer needed, James Bela
- Re: excellent soil engineer needed, James Bela
- Re: STRUCTURAL QUESTION, Steve Privett
- RE: 125' long steel truss, connection question, Todd Blake
- RE: 125' long steel truss, connection question, Waterman Drinkwater
- Re: excellent soil engineer needed, Seaintonln
- Re: 1999 L. A. County Building Code Chapter 22, Charles Greenlaw
- Re: ASD vs. LRFD, Chris Willcox
- RE: AISC LRFD 10-hr tutorial at the 2000 AISC Conference, Charlie Carter
- RE: 125' long steel truss, connection question, Christopher Wright
- Re: ASD vs. LRFD, Christopher Wright
- RE: Books in Australia, Francis . Ang
- Re: 125' long steel truss, connection question, Phil Hodge
- Re: Phil Hodge, Paul Martin
- Erecting Steel Braced Frames with Bolted Connections, Garry Frederick
- Wall anchorage to steel deck, Chris Harris
- Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- Re: excellent soil engineer needed, Steve Privett
- Re: excellent soil engineer needed, Bockemohle
- castellated beams, David Handy
- RE: Shotcrete Loading, Francis . Ang
- Re: excellent soil engineer needed, Seaintonln
- RE: castellated beams, Francis . Ang
- How best to spend the design dollar., Mark Gilligan
- Re: 125' long steel truss, connection question, DAVEGUER
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with BoltedConnections, Fountain Conner
- Fw: Botled vs Welded Diag., Fountain Conner
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- RE: Slender concrete columns, Dcon Ltda
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- Re: 125' long steel truss, connection question, James F Fulton
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with BoltedConnections, Fountain Conner
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with Bolted Connections, Fountain Conner
- Re: 125' long steel truss, connection question, Simon Solorio
- Re: 125' long steel truss, connection question, Simon Solorio
- RE: castellated beams, Harold Sprague
- Re: 125' long steel truss, connection questi, Simon Solorio
- Fw: Steel-Detail: Re: Erecting Steel Braced Frames with BoltedConnections, Fountain Conner
- RE: Erecting Steel Braced Frames with Bolted Connections, Harold Sprague
- Bolts as Fuse Link, John W. Bryan
- RE: Bolts as Fuse Link, Harold Sprague
- Re: Bolts as Fuse Link, PEC - Lake City
- RE: Shotcrete Loading, Roger Turk
- Excellent SE manager needed, Jim Anderson
- More questions about rigid plywood Diaphragms, Seaintonln
- RE: Excellent SE manager needed, James L Dancer
- RE: Excellent SE manager needed, Bill Polhemus
- RE: Bolts as Fuse Link, John W. Bryan
- RE: E and O Ins., Kenneth Tarlow
- RE: E and O Ins., Niaz A. Nazir
- Preview of the 1999 SEAOC Convention, Shafat Qazi
- RE: E and O Ins., Roger Turk
- Re: More questions about rigid plywood Diaphragms, jbotch
- Eating $$ (Over-Runs), Ed Fasula
- Re: Excellent SE manager needed, Lynn
- Re: E and O Ins., Paul Feather
- Re: Eating $$ (Over-Runs), Paul Feather
- RE: ETABS Modelling-Flexible Floor, Rodrigo Lema
- Re: Eating $$ (Over-Runs), Christopher Wright
- Re: Eating $$ (Over-Runs), Seaintonln
- Field Observations - Stupid things I've seen, Seaintonln
- Re: Shotcrete Loading, Laurence B. Oeth III
- Re: Erecting Steel Braced Frames with Bolted Connections, Laurence B. Oeth III
- Re: Eating $$ (Over-Runs), Laurence B. Oeth III
- Re: Field Observations - Stupid things I've seen, Richard Lewis
- Re: More questions about rigid plywood Diaphragms, RShreenan
- Construction Observation, SONSUR2
- Re: Shotcrete Loading, Hasan Hindawi
- Re: Field Observations - Stupid things I've seen, Hasan Hindawi
- Re: Construction Observation, Mlcse
- Re: Shotcrete Loading, Roger Turk
- Re: Eating $$ (Over-Runs), vicpeng
- Re: Eating $$ (Over-Runs), vicpeng
- Re: Shotcrete Loading, Laurence B. Oeth III
- Re: Shotcrete Loading, Laurence B. Oeth III
- Re: Shotcrete Loading, Hasan Hindawi
- Re: Shotcrete Loading, Mlcse
- Shotcrete at shear walls boundary elements, Lynn
- Re: Shotcrete at shear walls boundary elements, Laurence B. Oeth III
- Re: Shotcrete at shear walls boundary elements, Mlcse
- Re: More questions about rigid plywood Diaphragms, Seaintonln
- FEMA 273, 310 and ASCE/FEMA 273 needs a Section: "Limited Reliabilty.", FEMCCLURE
- AISC books from Tucson, Arizona, Jerome . Tan
- Re: More questions about rigid plywood Diaphragms, Charles Greenlaw
- RE: Eating $$ (Over-Runs), Jeffery Seegert (x 485)
- Re: Field Observations - Stupid things I've seen, Jim Kestner
- RE: Field Observations - Stupid things I've seen, Benson,Ralph
- 1997 UBC Simplified Design, Jerry Tucker & Associates, Inc
- AISC books from Tucson, Arizona, Roger Turk
- Re: Shotcrete at shear walls boundary elements, NRoselund
- Re: FEMA 273, 310 and ASCE/FEMA 273 needs a Section:"Limited Reliabilty.", Constantine Shuhaibar
- Re: Common versus box nails, Charles Greenlaw
- RE: Field Observations - Stupid things I've seen, Jeffery Seegert (x 485)
- RE: Field Observations - Stupid things I've seen, Jeffery Seegert (x 485)
- Re: Shotcrete at shear walls boundary elements, Mark Ketchum
- WIN98 Question, T. Eric Gillham PE
- Re: WIN98 Question, Charley Hamilton
- Re: WIN98 Question, Shafat Qazi
- Re: More questions about rigid plywood Diaphragms, NRoselund
- RE: WIN98 Question, Frank Yang
- Re: 1997 UBC Simplified Design, NDZ28
- Re: FEMA 273, 310 and ASCE/FEMA 273 needs a Section:"LimitedReliabilty.", FEMCCLURE
- Re: Field Observations - Stupid things I've seen, Seaintonln
- Re: Eating $$ (Over-Runs), JohnOttCE
- Re: Field Observations - Stupid things I've seen, JohnOttCE
- Flying dinosaur challenge, Rlfong
- RE: WIN98 Question, Jeffery Seegert (x 485)
- RE: Field Observations - Stupid things I've seen, Jeffery Seegert (x 485)
- RE: WIN98 Question, Roger Davis
- RE: Stupid Things I've Seen, Sherman, William
- RE: More questions about rigid plywood Diaphragms, Sherman, William
- Re: More questions about rigid plywood Diaphragms, Paul_Reilly
- Re: WIN98 Question], A.J.Young
- RE: 1997 UBC Simplified Design, Yousefi, Ben
- Re[2]: Stupid Things I've Seen, Krishna Sandepudi
- Concrete Foundation Design Reference, Ed Fasula
- Non-SJI STD. Steel Joist, Ed Fasula
- RE: Stupid Things I've Seen - aka "checking calculations", Cain, William
- Re: Non-SJI STD. Steel Joist, Niaz A. Nazir
- FW: 1997 UBC Simplified Design, La Count, Curt
- RE: Stupid Things I've Seen, Christopher Wright
- RE: Concrete Foundation Design Reference, Brian K. Smith
- RE: WIN98 Question, Bill Polhemus
- Re: Concrete Foundation Design Reference, Jim Kestner
- Non-SJI STD. Steel Joist, Roger Turk
- RE: Field Observations - Stupid things I've seen, Smith, Steven A
- RE: Eating $$ (Over-Runs), Bill Polhemus
- Re: Field Observations - Stupid things I've seen, Paul Feather
- [Fwd: Safe Room Construction Plans Now Available Online], Rick Ranous
- stone veneer anchorage, Jeff Smith
- RE: [Fwd: Safe Room Construction Plans Now Available Online], Harold Sprague
- RE: stone veneer anchorage, Harold Sprague
- RE: More questions about rigid plywood Diaphragms, Jeffery Seegert (x 485)
- RE: Non-SJI STD. Steel Joist, Ed Fasula
- Re: Field Observations - Stupid things I've seen, Jill T. Shuttleworth, P.E. S.E.
- Re: Concrete Foundation Design Reference, Hasan Hindawi
- Re: stone veneer anchorage, Richard Lewis
- RE: Concrete Foundation Design Reference, Todd Blake
- '97 UBC Design Question, Seaintonln
- A question about UBC seismic, Scott Maxwell
- RE: Concrete Foundation Design Reference, Scott Maxwell
- RE: A question about UBC seismic, Sherman, William
- More questions about rigid plywood Diaphragms, Daniel McNaughton
- RE: Common versus box nails, Ed Fasula
- RE: Common versus box nails, Ed Fasula
- TJI Rim Joist Vs. Cont. Blocking, Seaintonln
- Re: stone veneer anchorage, Paul Feather
- RE: TJI Rim Joist Vs. Cont. Blocking, Ed Fasula
- RE: Eating $$ (Over-Runs), Ed Fasula
- Re: TJI Rim Joist Vs. Cont. Blocking, DRPFLY
- Mysterious Bounced Posts?, Roger Turk
- Cutting a Glulam Beam, Shafat Qazi
- Re: Field Observations - Stupid things I've seen, James Bela
- Re: Coupling Beams - Diagonal Reinf Development Length, John E. Alcaras
- ETABS Modelling-Flexible Floor, John E. Alcaras
- Re: Coupling Beams - Diagonal Reinf Development Length, John E. Alcaras
- RE: Common versus box nails, Charles Greenlaw
- Re: Concrete Foundation Design Reference, Pedro Santos
- Re: Cutting a Glulam Beam, Barry H. Welliver
- Cutting a Glulam Beam, buddy_showalter
- Re: seaint Digest for 29 Jun 1999, Jake Watson
- Re: Cutting a Glulam Beam, Patrick F. Quinn
- Re: Field Observations - Stupid things I've seen, JohnOttCE
- RE: Cutting a Glulam Beam, Jeffery Seegert (x 485)
- Re: Field Observations - Stupid things I've seen, Paul Ransom
- Re: Mysterious Bounced Posts?, Richard Lewis
- Re: Eating $$ (Over-Runs), Paul Feather
- Highway Bridge Design Reference, DEVERE, PETER P. (JSC-ES)
- Re: Cutting a Glulam Beam, Bruce D Pooley
- Re: Cutting a Glulam Beam, Parkerres
- RE: Cutting a Glulam Beam, Paul Meyer
- Re: TJI Rim Joist Vs. Cont. Blocking, Tarek Mokhtar
- Re: Cutting a Glulam Beam, Richard Lee
- RE: Highway Bridge Design Reference, Bill Polhemus
- RE: Concrete Foundation Design Reference, Rodrigo Delgado Zirpel
- RE: Mysterious Bounced Posts?, Cain, William
- RE: Cutting a Glulam Beam, Cain, William
- RE: Highway Bridge Design Reference, James L Dancer
- Bridge Design Fees, Caldwell, Stan
- SEAOC Convention Page Errors, Constantine Shuhaibar
- Cutting a Glulam Beam, Roger Turk
- Re: Mysterious Bounced Posts?, Seaintonln
- Re: Cutting a Glulam Beam, Seaintonln
- Re: Cutting a Glulam Beam, Seaintonln
- Re: TJI Rim Joist Vs. Cont. Blocking, Seaintonln
- Re: Cutting a Glulam Beam, Bruce D Pooley
- Re: SEAOC Convention Page Errors, Shafat Qazi
- RE: Eating $$ (Over-Runs), Ed Fasula
- Re: Cutting a Glulam Beam, Bruce D Pooley
- Re: Cutting a Glulam Beam, Barry H. Welliver
- Re: SEAOC Convention Page Errors, Constantine Shuhaibar
- RE: Cutting a Glulam Beam, Rudolph Ruana
- RE: Bridge Design Fees, Bill Polhemus
- [no subject], David Puskas
- RE: Cutting a Glulam Beam, Tarek Mokhtar
- Re: Record Retention, Roger Turk
- 3x plates, shrinkage, Jeff Smith
- Re: Cutting a Glulam Beam, EphHirsch
- Record Retention, Vince Yu
- Re:excellent soil engineer needed, TBenson
- Los Angeles Regional Uniform Building Code (7/1/99 Deadline), TBenson
- Re: 3x plates, shrinkage, Mlcse
- Re: Eating $$ (Over-Runs), Seaintonln
- Re: Record Retention, Seaintonln
Mail converted by MHonArc