SEAINT Mail Archive 1999 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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


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