SEAINT Mail Archive 1998 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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

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