SEAINT Mail Archive 1998 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 2508
  • RE: Japanese quote, John Nichols
  • Re: Load - Occupany Live Load -Reply, ErnieNSE
  • Re: Problem with Deputy Inspector -- Follow-up, Resengin
  • Re: Inappropriate but Funny, Resengin
  • Re: Expansive Soil Foundation, Resengin
  • Re: Wood Rafters, UBC ta, Roger Turk
  • RE: Load - Occupancy Liv, Roger Turk
  • Structural Computer Expo Web Site, Jeff Smith
  • Re: Hardy Frame, between code changes, Dave Evans
  • RE: Load - Occupancy Live Load -Reply, Tim McCormick
  • Wood - 2x wood ledger question, Dennis S. Wish
  • Eng - Need infor from Chicago Engineer, Dennis S. Wish
  • timber piles, buddy_showalter
  • Re: Granite Cladding (no mechanical fasteners), Tom Chiu
  • Trying to reach Arvel L. Williams, Dennis S. Wish
  • Re: SAP, RISA3D, STAAD - Master/Slave Relationships, JACEKLK
  • Re: temporary unsubscribe, Bobdoerr
  • Looking for a job opening, T. Eric Gillham
  • COMP @home, Arvel L. Williams, P.E.
  • Re: Expansive Soil Found, Roger Turk
  • Negative Structures., John Nichols
  • Tough times for the far right, Christopher Wright
  • Engineering Compensation, Arvel L. Williams, P.E.
  • Wood - 2x wood ledger qu, Roger Turk
  • Freq asked question ( Tom - please read), Shafat Qazi
  • Loads - Just for fun, engrathm
  • Seeking Employment!, Marc LeBlanc
  • Fwd: Another Lawyer Joke, Yank2002
  • Fwd: American Joke, Karen12959
  • Fwd: Business as Usual, Karen12959
  • Re: Load - Occupancy Live Load(Design Guide), CanitzCF
  • Wood, Dowel Bearing Strength for Founation Redwood, Szuchuan Chang
  • Commercial Sign structure, Alex Nacionales
  • 16 ga staples for Roof Sheathing, CTSTUC
  • Age Calc. in 1998, K. Hemmatyar
  • steel column below grade, Mike Brown
  • Construction Joint in Shearwall, Mike Brown
  • Mortar: plastic vs portland cement in zone 4, Harris3803
  • Fwd: FW: From the Massachusetts' Bar Association, Yank2002
  • Fwd: FW: Some New Laywer Lines, Yank2002
  • Massachusetts' Bar Association, K. Hemmatyar
  • [no subject], Manuel Abella
  • Re: Wood Rafters, UBC tables, Lew Midlam
  • Re: Commercial Sign stru, Roger Turk
  • Re: Hardy Frame, shear walls, Kathleen A. O'Brien
  • Prop 224, Kathleen A. O'Brien
  • Re: AutoCadLT/12/14 Layering problems, Kathleen A. O'Brien
  • You don't need to know this, Kathleen A. O'Brien
  • California State Employees' Initiative, Kathleen A. O'Brien
  • Use Of ASTM A513 For Stairs' Guardrails, CanitzCF
  • concrete vibrational analysis, terrence turner
  • GLB - Need help with radius GLB thrust calcs, Dennis S. Wish
  • Re: ethics, Stan J
  • Fwd: News Funnies, Kathleen A. O'Brien
  • CONCRETE-Construction Joint in Shearwall, JAMES S LAI
  • Re: Aluminum Specification, JOHN HUBERT
  • Re: Message Undeliverable to cc:Mail, Tom Chiu
  • Construction joint and column, thanks, Mike Brown
  • Stapled Diaphragms under Seismic Load, Drew A. Norman, S.E.
  • Insurance questions (E&O this time), Kathleen A. O'Brien
  • Insurance questions (E&O, Roger Turk
  • Re: Humor, Resengin
  • WOOD - Roof Repair, Richard Lewis
  • Pier and grade beam foundation systems, John Buchanan
  • Bay Area Info Requested, Roger Turk
  • BOLT - Anchor into exisitng stone wall, Richard Lewis
  • Re: Sunroom Anchorage, ErnieNSE
  • Soil settlement problem, P. Rajendran
  • Wood - SPF North, CTSTUC
  • Very Sad News, Caldwell, Stan
  • That was the week that was., John Nichols
  • Code Question, Harold Sprague
  • Curved Steel Beam Design, CanitzCF
  • twinkie beta-testing, Kathleen A. O'Brien
  • Re: Save 50%-75% on Inkjet Cartridges !, P. Rajendran
  • ASCE Guidelines for Seismic Evaluation and Design of Petrochemical Facilities, ITSEKSON SASHA
  • Re: Insurance questions, Roger Turk
  • Conc. Hyperbolic Parabaloid roof, Simon Solorio
  • Conc. Hyperbolic Parabal, Roger Turk
  • 1997 UBC Earthquake Regulations Seminar by ICBO, Dennis S. Wish
  • callforideas-seismicsustainablearchonhillsides, jamiemackinnonwalsh
  • Re: California State Employees' Initiative To: <seaoc(--nospam--at)seaoc.org> Subject: Re: Ca, FredT5
  • WOOD MOMENT FRAMES, RDAHLMANN
  • pier and grade beam foundation, John Buchanan
  • word wrap to fit screen, P. Rajendran
  • Ceilings/soffit panels, P. Rajendran
  • Re: Problem with Deputy Inspector, ParkerSCal
  • Re: Accreditation of Inspection Agencies, ParkerSCal
  • Deflection calculation for Wheel Loads on Timber Bridges, Bdpooley
  • POT Bearings for Steel Bridges, Bill Polhemus
  • Deflection calculation f, Roger Turk
  • WOOD: dowel bearing values for 2-2xs sill plates, Szuchuan Chang
  • POT Bearings for Steel B, Roger Turk
  • RE: wood frame, Mike Brown
  • Further argement against 224, Kathleen A. O'Brien
  • Curved Beam Design, Rafael Sabelli
  • Re: hillside construction, NRoselund
  • 3/4" (48/24) Plywood Diaphragm, PERRY TABOR
  • Pointless Badgering of Sandy Pringle, Sandy Pringle
  • FWd: Elsalvador needs your help, Shafat Qazi
  • wood - Shear wall connection to radius roof??????, Dennis S. Wish
  • Yet another argument against Prop224, Kathleen A. O'Brien
  • Fwd: [Fwd: [Fwd: Fw: A little girl's wish, this one should work]], Kathleen A. O'Brien
  • RE: Fw: A little girl's wish, this one should work (i.e. The Urban Legend Beheld), Bill Polhemus
  • GTSTRUDL - European Section Properties, Graham Fitch
  • European Engineering Standards, BVeit
  • wood - Shear wall connection to radius roof???., K. Hemmatyar
  • Re: WOOD MOMENT FRAMES, Rw = 3, Parkerres
  • Cold formed sections, G.Anil Kumar Nair
  • RE: Websters speeling of Favour, John Nichols
  • Re: Structural Engineers Association of Washington State, K. Hemmatyar
  • Postgraduate Study, Dragan Ranisavljevic
  • Re: SAP, RISA 3D, STAAD - Master/Slave Relationships, jk
  • CSMIP Data Interpretation Opportunity, Moh Huang
  • A little girls' wish -Reply, Brian Kehoe
  • Re: Clients & Credit was Insurance (E&O this time), Robert W. Stevens, Jr.
  • Clients & Credit, Roger Turk
  • Fly Ash, Mike Brown
  • Food for thought, Mike Brown
  • Walter P. Moore's Condition, Caldwell, Stan
  • Engineer's Hamburger Grill, Richard Lewis
  • Two tales, Kathleen A. O'Brien
  • Re: CA 1998 STRUCTURAL EXAM, Amaloyan
  • Re:Japanese Rock Watching, John Nichols
  • Three tales and Kate's story, John Nichols
  • Quote for the week, John Nichols
  • RE: UBC-97 Table 16-N, Chance, Acie P.
  • 25% snow load is Conservative, BVeit
  • SLAB - Control Joints in Concrete Slab on Grade, Stan J
  • SLAB - Control Joints in Concrete Slab o, Roger Turk
  • Feq. Asked Questions (FAQ), Shafat Qazi
  • Plywood Diaphragms, RDAHLMANN
  • Consideration of Column Cracking, 9522640 주영규
  • Location of Prestressing plants, MRodrig273
  • Hell: Exothermic or Endothermic?, Roger Turk
  • Computer Gender, Roger Turk
  • Tornadoes, John Cannon Jones
  • General Business, Bill Allen, S.E.
  • Survey on the Benefits of EQ Mitigation, Patricia A. Grossi
  • Roof Retro-fit, Roger Turk
  • LRFD, Gean A
  • STL: Coped/Blocked Connection, CanitzCF
  • [no subject], terrence turner
  • That was another week in general business., John Nichols
  • Re: Timber pitched roof as a Diaphragm, NRoselund
  • That was another week in general busines, Roger Turk
  • BRIDGE ENGINEERING & BRIDGE ARCHITECTURE, loof
  • Drafter / Engineer Needed, Parkerres
  • Power Spectrum, C=?iso-8859-2?Q?=E9sar Augusto Arbel=E1ez
  • Re: Food for thought * UBC v. CBC, Rlfong
  • SEAOC Web Site is HOT, Shafat Qazi
  • ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
  • Re: That was another week..., Rhkratzse
  • BRIDGE ENGINEER & BRIDGE ARCHITECT, loof
  • Glass information, JPWillow
  • Re: Coped/Blocked Connection, Chris Cobb
  • Dyna3D, James Cohen
  • My Response to Post by L. Anders Loof, Bill Polhemus
  • AW: Glass information, rangelow . peter
  • AutoCAD: Capture screen to Word document file, Szuchuan Chang
  • Humor: lyrics request, Dennis S. Wish
  • AutoCAD: Capture screen to Word document, Roger Turk
  • Pipe Coupling, Rob Stevens
  • Humor: The Dog Fight, Rick . Drake
  • Mechanical Anchor at Fire Assembly, Mike Brown
  • IBC Hearing Results, Sash Lulla
  • Tilt-Up Retrofit: Need some information, Dennis S. Wish
  • Re: List Job Offers, BCainse
  • Microwave Termite Control for Wood Home, Sash Lulla
  • COMP Woodworks, Bill Allen, S.E.
  • Autocad Screen capture., John Nichols
  • One Question Survey, Shafat Qazi
  • Termite Control, Rob Stevens
  • SMRF Issue forum, David Choi
  • Tilt-up alterations, Jeff Smith
  • Re: List Job Offers (Survey), Christopher Wright
  • Survey Status, Shafat Qazi
  • masonry tests, Esteban González Elizondo
  • Survey Results, Arenson
  • Re: AutoCAD: Copy to Word & more, Bill Allen, S.E.
  • More about (Van) Gogh, Yank2002
  • rebar stakes, Mark & Jessica Pemberton
  • Re: Subject: NEHRP Handbook, ASLCSE
  • Fwd: Potential Research Project, Shafat Qazi
  • Basic Wind Speeds, CanitzCF
  • PECG Initiative-Proposition 224, SEAOCC
  • Brainteaser, lsmith
  • Structural IBC, Sandy Pringle
  • Job Postings on List Server, Arenson
  • General - Disaster Assistance, Richard_Ranous/OES
  • FEMA 310: EVALUATION OF EXISTING BUILDIN, Roger Turk
  • RE: Pile Buck, Ed Marshall
  • TILTUP - Bowed Tilt up Panels, Stan J
  • Autocad to Wordperfect, Patrick Rodgers
  • Wind Modeling, Nguyen, John
  • bracing connections, TheJorgies
  • Merlin, Cezar Aanicai
  • FEMA 310, Handbook for the Seismic Evaluation of Buildings -- A Prestandard, FEMCCLURE
  • The interview...., Kathleen A. O'Brien
  • Why Engineers Don't Write Cookbooks, Kathleen A. O'Brien
  • stop me if you've heard this one-, Kathleen A. O'Brien
  • Fwd: Fun but rude: Stupidity worth noting, Kathleen A. O'Brien
  • Topic: History of Conventional Framing Needed, Dennis S. Wish
  • RE: SLAB - Control Joints in Concrete Sl, Roger Turk
  • Granite's Modulus of Elasticity, K. Hemmatyar
  • RE: seaoc Digest for 26 Apr 1998, Allan Hickey
  • FEMA 310: EVALUATION OF EXISTING BUILDINGS -Reply, Brian Kehoe
  • Catenary Calcs, MOHAMMAD HARIRI
  • SEA of Arizona phone number?, Paul Blomberg
  • Re: FEMA 310, Handbook for the Seismic Evaluation of Buildin, Sash Lulla
  • Survey Update, Shafat Qazi
  • 1997 UBC Seismic, George Barclay
  • Column leveling plates, Jerry King
  • Re: ICBO Fax on Demand, Sash Lulla
  • [no subject], Robert Rollo
  • Humor: Brain Teaser in real, Dennis S. Wish
  • Looking for current Post-tensioning projects, MRodrig273
  • Bolt Tension, Alex Nacionales
  • Re: bracing conections, Evan . Jorgensen
  • Stone masonry, Dave Evans
  • Survey, final results, Shafat Qazi
  • 5 Thanks for responses (Granite's Modulus of Elasticity), K. Hemmatyar
  • Some sad news.., Structeng1
  • Re: Masonry, Amaloyan
  • Reinforced Masonry Design Criteria, Robert Rollo
  • SEA of Arizona State Convention, CTSTUC
  • Bill Gates' Business, Cezar Aanicai
  • Nordic Preformance Based Code, Sash Lulla
  • Survey, final result (Corrected), Shafat Qazi
  • [no subject], T
  • ICBO Fax on Demand Comments ?, Sash Lulla
  • History of Conventional Wood Framing, Sash Lulla
  • Caissons, Long, Tom
  • ASCE Foresic Engineering Seminar May 15, RLFOLEY
  • LOL: was Re: Survey, final result (Corrected), Jeff Smith
  • Re: was Re: Survey, final result (Corrected), Lew Midlam
  • Canadian Design Codes, Leo J. Bragagnolo
  • I am looking for design guide and table for a semicircle 8" cmu arch design. The diameter is 16', th, Roger Yin
  • International Web Sites, Dennis S. Wish
  • Lift Beams, Roger Turk
  • Re: I am looking for design guide and table for a semicircle 8" cmu arch design. The diameter is 16', th, John Nichols
  • Quote: Guess the author?, Valerie T Eskelsen
  • Steel: A36 Gr 50 vs AW44, Valerie T Eskelsen
  • That's another week ended., John Nichols
  • Re: Bulk Storage loads, John Nichols
  • Re: I am looking for design guide and table for a semicircle 8" cmu arch desig, CanitzCF
  • Seismic Lateral Load, Geoffrey G. Melchor
  • Dual List Servers, Rick . Drake
  • OSB Sheathing, Bill Allen, S.E.
  • Re: LOL, Anand Nene
  • Let's discuss Bill Allen's One Question idea, Dennis S. Wish
  • Re: Geotechnical opinions, CLaines
  • Re: History of Conventional Wood Framing, Charles Greenlaw
  • MASONRY WALL, Dave Anderson
  • test, NEZIH GUNAL
  • Re: CONCRETE RESERVOIR ON-GROUND SLAB THICKNESS, RG TAYLOR
  • A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), JAMES S LAI
  • Structural Design on the Pacific coast of Russia, T
  • Windows 98, Caldwell, Stan
  • Re: Nordic Performance Code, Sash Lulla
  • Re: Quote: Guess the author and God, John Nichols
  • SEAOSC May 5th Dinner Meeting, Mlcse
  • Publication "Recommended Lateral Force Requirements and Commentary", TahirQ
  • Self Driving Caissons, Mark A. Scott
  • Windspeed in Brooklyn, BVeit
  • "T's" request for seismicity info on Nadhodka, R.D.McConnell
  • Re: Publication "Recommended Lateral Force Requirements and Comm, TahirQ
  • Artificial Time-Histories Generation, rangelow . peter
  • Question for East Coast Engineers, Dennis S. Wish
  • "T's" request: Nakhodka seismicity info, R.D.McConnell
  • Retaining wall design, Trobridge, Bruce
  • Re: Question for East Coast Engineers (non-tech response-don't read if you don't want to), Bill Allen, S.E.
  • Karl Marx, Sash Lulla
  • East Coast Lateral Forces, DAVID N. MARTIN, P.E
  • Roof Construction - 1 hour fire rating, Richard Lewis
  • Donations for an engineer in trouble, nmends
  • Licensing Question for New York Engineers, BVeit
  • What's so special about a Special Moment Resisting Frame, Kathleen A. O'Brien
  • New creation, Kathleen A. O'Brien
  • Employment, Lisa Tse
  • Masonry Sound Walls, Chance, Acie P.
  • Drinking and Driving, Roger Turk
  • RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
  • Re: New creation/Bully System ?, Sash Lulla
  • Bully System, Sash Lulla
  • CORTEN steel, Lynn
  • More Work for Engineers, FredT5
  • FW: Stainless shapes, Al Grathwol
  • Read: Question for East Coast Engineers, Fulton Desler
  • RE: Stainless shapes & fiberglass too!, Robert Rollo
  • Re: NEHRP HANDBOOK, ASLCSE
  • AutoCad, Unicode for center line symbol, Szuchuan Chang
  • Internships for summer?, SEAOSC
  • QUESTION ABOUT USING MS EXCEL FOR SE APPLICATIONS., aaron
  • . Friday humor (fwd), K. Hemmatyar
  • Friday last word!, K. Hemmatyar
  • Employment Opportunity, TanerJ
  • International Collecting on Invoices, K. Hemmatyar
  • Packages for designing footings, Pooya Shahkar
  • 1Meg modem w/ DSLine: $20./mo?, Harris3803
  • RE: Crooked Anchor Bolts, Trobridge, Bruce
  • . 1998 Structural Engineers World Congress (San Francisco, CA) July 19-23, K. Hemmatyar
  • Plan Checking, Al Grathwol
  • Malaysian Building Code, Wira Tjong
  • . Crooked Anchor Bolts, K. Hemmatyar
  • crane rails, RDAHLMANN
  • Re: seaoc Digest for 11 May 1998, Troy Madlem
  • AutoCad Center Line & Plate Symbols, Roger Turk
  • Blast Resistant Doors, Canitz, Charles F NAB02
  • ISDN w/ modem for $65/mo.?, Harris3803
  • On-line library, NRoselund
  • Composite/Light gauge construction, John Cannon Jones
  • (FW.) Study on the effect of lawyers within an economy, K. Hemmatyar
  • moment frame conn. per FEMA, MarthaAlic
  • Not read: Re: Survey Update, ckloo
  • Not read: Re: That's another week ended., ckloo
  • Not read: Re: Survey, final results, ckloo
  • Not read: RE: Survey, final result (Corrected), ckloo
  • Not read: Re: Stone masonry, ckloo
  • Not read: That's another week ended., ckloo
  • Not read: Survey, final results, ckloo
  • List Problem ??? 21 x "RE: Survey, final result (Corrected)", rangelow . peter
  • Not read: Survey, final result (Corrected), ckloo
  • Not read: LOL: was Re: Survey, final result (Corrected), ckloo
  • Not read: Re: was Re: Survey, final result (Corrected), ckloo
  • Not read: Re: A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), ckloo
  • Not read: Re: ASCE Foresic Engineering Seminar May 15, ckloo
  • Not read: A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), ckloo
  • Problem Resolved, Shafat Qazi
  • S.E. Review manuals, Abe Knapp
  • CMU Lintel Design Software, CanitzCF
  • Post-tensioning of doubly-curved roof, Mahmood Mufti
  • Mexico/South American Code, Freilinger, Shawn W
  • RE: Steel Jacketing of RC columns, Germaine, Bob/CVO
  • Re:Split Rings, Patrick Taylor
  • H2O at Bottom of Forms, Mike Brown
  • Need "Flitch-plate" design example, Dennis S. Wish
  • Eathquake & 1997 UBC, Russell Schaefer
  • Re: H2O at bot of forms, Mike Brown
  • Re: Granite Cladding (without mechanical fasteners), Wayne Fong
  • Saipan, RDAHLMANN
  • RE: "Flitch-plate" design, Ed Marshall
  • Pressure Treated Wood, James F Fulton
  • [no subject], Robert Rollo
  • RE: "Flitch-plate", Ed Marshall
  • ASCE 7-95 Wind Loads, Roger Turk
  • H2O at Bot of Form, Mike Brown
  • Site specific response spectra, Chris Palmateer
  • Re: Engineering Workplace Environment on Earth, Sash Lulla
  • Jack Moore, Plácido
  • Foundation Design in Seismic Zones, Donald W. Ross
  • Canopy Roof Wind Load, CanitzCF
  • Post-tensioning (doubly-curved roof), K. Hemmatyar
  • Existing Foundations, Suatlian
  • answer to #15 from seaoc Digest for 7 May 1998, Charlie Carter
  • H2O at Bot of Forms, Mike Brown
  • Earthquake Research Center, Mohd Aswardi Kong Azizi
  • SMIP98 Seminar on September 15, 1998, Huang, Moh
  • e-mailing AutoCAD drawings, Sam Love
  • IBC code change deadlines, Dave Dodgen
  • Unreinforced Masonry Upgrades, DAVID N. MARTIN, P.E
  • Courts putting cap on engr hourly fee?, Harris3803
  • Soil report seismic acceleration minimums??, Harris3803
  • SE Review -CA, BVeit
  • Fwd: a joke for you (BBQing)....I'm in Oceanside here., Yank2002
  • RE: Artificial Time Histories Generation, rangelow . peter
  • Load Testing, W. Gray Hodge
  • Re: Unreinforced Masonry (URM) Upgrades, NRoselund
  • Nonstructural seismic retrofit, Bill Whitaker
  • Please, help me., Ing. Maurizio Cesa
  • HEWLETT PACKARD'S HP48G/GX, Alex Nacionales
  • Need help, Manoj Karunakaran & Sindhu
  • RE: Architects Doing Engineering -Enough!, Bill Polhemus
  • USGS-National Seismic Hazard Mapping Project, CanitzCF
  • HP48G/GX Structural Design Programs, Alex Nacionales
  • Re: Architects Doing Engineering -Enough, Roger Turk
  • RE:, Estes, Kent R.
  • Diaphram Design, Richard Lewis
  • Job Opening, Rob Stevens
  • RE: cardboard forms, Germaine, Bob/CVO
  • has seaoc one website for FAQ?, Cesar Freddy Gil
  • glu-lams and termite damage, Mlcse
  • Frank's Houses and Earthquakes, FredT5
  • Allowable Stress for I section about their weak Axis, Glauco
  • [no subject], James Allen
  • Code Change Monographs, Dave Dodgen
  • Conventional Framing Provisions in IBC, Dave Dodgen
  • DOG BONE CONNECTION - HELP, MarthaAlic
  • Void Form, Gregory P. Luth
  • shiplift, bill
  • Chain e-mail letters, K. Hemmatyar
  • Flexible diaphragm Sap 2000, MRodrig273
  • SEISMIC: Pipe Supports and Thermal Stresses, Drew A. Norman, S.E.
  • PRESSURE VESSELS: inspection -- referral opportunity, Drew A. Norman, S.E.
  • robertson steel decking, Jeff Smith
  • Conventional Framing Concerns - A letter to NAHB, Dennis S. Wish
  • Re: Conventional Construction (WAS: Architects Doing Engineering - Regulating, Rhkratzse
  • looking for drafting work, Structec
  • RE: Architects Doing.. Response to Chris Wright, Christopher Wright
  • Re: Conventional Construction, ErnieNSE
  • pt-tensioned slab design, jojo see
  • Tangshen, John Nichols
  • To Dennis,, John Nichols
  • Devil Humour involving and Engineer, John Nichols
  • Conventional Construction - Believe it or not - it's true, Dennis S. Wish
  • Re: To Dennis, Radio Add, Rob Stevens
  • OPENING PANDORA'S BOX - Please Forward, Kathleen A. O'Brien
  • Loose Cannons Probably Won't Help and May Harm, FredT5
  • Tangshen Revisited:, John Nichols
  • pre engineered metal building foundations, Joseph Murar
  • Fusion Bonded Epoxy (FBE) Coated Reinforcement, Eqbal M. Kassam
  • DESIGN CONTEST, Scott Funderburk
  • URM Law Info, FredT5
  • Re: Tangshen - Response to Frank Lew, FLew98
  • Construction cost index, tyun
  • RE: Conventional Construction (WAS: Architects Doing Engineering), John Nichols
  • Re: Conventional Construction (WAS: Architects Doing Engineering), FLew98
  • The sense of the goose (fwd), K. Hemmatyar
  • Volunteers need for checking HSS data, Szuchuan Chang
  • adios, auf Wiedersehen. au revoir, sayonara, FLew98
  • Need to information for PCM., À¯ÂùÀç
  • Findleton's letter to ICBO (Wood Framed Shear Wall), Szuchuan Chang
  • SEAOC Plan Review, Rick . Drake
  • Correlation of structural fasteners, Robert Rollo
  • FW: Conventional Framing Concerns - A response from NAHB, Dennis S. Wish
  • underwater inspection, NRoselund
  • Software Upgrades, Roger Turk
  • Shear Wall Tests - Static vs. Dynamic, Roger Turk
  • HP48G/GX programs, Alex C. Nacionales
  • I Agree with Fred !, Caldwell, Stan
  • Don't go just yet, Frank..., FredT5
  • Construction As-built Drawings, Tom Chiu
  • CA to New Jersey, Stan J
  • Microsoft, John Nichols
  • WFCM, John Rose
  • RE: Shear Wall Tests - Static vs. Dynami, Roger Turk
  • Engineering ethics, James Hagensen
  • Read: Tangshen - Response to Frank Lew, Fulton Desler
  • Post-tensioned Slab-on-Grade, Gary Hart
  • When insurance rates get affected..., FredT5
  • trellis wind load, Jeff Smith
  • Hardy Frame - follow up, Dennis S. Wish
  • Stress-skin panels, Dennis S. Wish
  • I disagree with Fred!, jerome . tan
  • Freq Asked Question (FAQ), Shafat Qazi
  • WESTERN UNITED STATES EARTHQUAKE INSURAN, Roger Turk
  • Where is this non-residential, non-emotional structural listserv located?, FredT5
  • Eaglepoint's 2d/3d Analysis software, Alex C. Nacionales
  • Pile Cap (Interconnected) Tie Beams, Baldridge & Associates Structural Engineering, Inc.
  • Pressure vessel inspection - post from Drew A. Norman, P. Rajendran
  • RR Tie retaining walls, Kathleen A. O'Brien
  • Steel moment frame connections, Harris3803
  • RE: Eagle Point's 2d/3d Analysis software, Joe Deppe
  • CSI PushOver Seminar, RYG
  • 8th Canadian Conference on Earthquake Engineering (June 13-16, 1999) Vancouver, Canada, K. Hemmatyar
  • No on Prop 224!, Parkerres
  • Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Williston Warren IV
  • Re: Inspection Practice Letter, SEAOSC
  • History of Fy in A36, Stan J
  • Base Isolator Types, Ross Johnson
  • [no subject], James Allen
  • Re: Radiant Heat, CanitzCF
  • Copy seaoc mails, Alex C. Nacionales
  • Cross-Training vs. Specialization, Bill Polhemus
  • Structural Base Isolator Types, Ross Johnson
  • Understanding Engineers (Humor), Caldwell, Stan
  • New Earthquake Web page, Roger Turk
  • SEAOC Organizational Changes, Ron Hamburger
  • Friction factor for plastic flat bottom tank, ITSEKSON SASHA
  • [no subject], James Allen
  • VOTE NO TODAY ON 224! (last reminder), Benson, Tom
  • ALGOR Software, Walter Sheen
  • fema 267, Don Herington p.e.
  • Exit Interview Form, Bouffard, Tom
  • Re: Good things about Eagle Point for Bill, Richard Lewis
  • KANT Anchors, DAVID N. MARTIN, P.E
  • Composite Action in Load Bearing Walls, DAVID N. MARTIN, P.E
  • Staad PRO, HECTOR MORERA
  • results of 224, John Cannon Jones
  • Election Results, Caldwell, Stan
  • ENERCALC Software / StaadPro, Michael D. Brooks
  • SEAOSC Board Inquiry from Warren, FredT5
  • Re: pt-tensioned slab system, Nemencio Macario
  • Home Energy Conservation Information on Web Sites, Sash Lulla
  • RE: Changes to SEAOC and SEAOSC, SEAONC,, Roger Turk
  • GRANITE & MARBLE FASCIA PANELS, uthoff
  • 90# Phone Scam, jpwykoff
  • RE: ALGOR, EAGLE, ETABS, STAAD etc., Public Information
  • Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), BRBATES
  • New information posted., Shafat Qazi
  • Re: Changes to SEAOC / Bill/ Alan and no to centralization!, Harris3803
  • Board Meeting Minutes, SEAOSC
  • Wind load program 'wind.exe', Szuchuan Chang
  • SEAOSC Election Results, SEAOSC
  • purposely permeable concrete, NRoselund
  • COMP: MS Bookshelf98, Roger Turk
  • STEEL JOIST INFORMATION, TahirQ
  • Re: STEEL JOIST INFORMATION -try Vulcraft, STEVE BIAN
  • Lipstick (Humor), Roger Turk
  • AUTOCAD To MICROSTATION, TahirQ
  • Need railroad car bridge info, Harris3803
  • Plywood Sheathing - Cautionary Tale, Patrick Rodgers
  • Q&A - Future of Server, JAMES S LAI
  • Richter Magnitudes, Yank2002
  • W/C ratio, was:purposely permeable concrete, Jeff Smith
  • Wood Shear Walls Bracing Masonry, Barry H. Welliver
  • SE Review manuals, Abe Knapp
  • Re: W/C ratio, Bill Sherman
  • [Fwd: Re: Q&A - Future of Server], JAMES S LAI
  • plywood shearwall nail slip values, Mlcse
  • Need Help (non structural), K. Hemmatyar
  • What a terrible tragedy (Humor), K. Hemmatyar
  • Looking for tent to buy! (Humor), K. Hemmatyar
  • Re: W/C ratio, was:purposely permeable c, Roger Turk
  • SSEC Guildlines on Bolted Moment Connections, Mark Oakford - Structural Engineer
  • Software, Pikaso Software Inc.
  • ENGR HUMORRRRRRRRRRR, TahirQ
  • Re: Engineering ethics (St. Joan of Arc), -=maura=-
  • Wood truss design paper, Frank Woeste
  • Surveys on the list (was Q&A - Future of Server), ITSEKSON SASHA
  • Elevated Tanks, Alexander Gutierrez
  • FEMA 310, Handbook for the Seismic Evaluation of Buildings --A Prestandard., FEMCCLURE
  • Re: FEMA 310, Handbook for the Seismic E, Roger Turk
  • tension only bracing, Jeff Smith
  • Pressure on tanks, hsassi
  • Re: Fibrous concrete, ayvel
  • Is there a meeting in Ventura tonight?, Mogolfing
  • Reply to Cezar Aanicai, Abe Knapp
  • BRIDGE DESIGN: Questions re Live Load Distribution Factors in AASHTO-LRFD, Bill Polhemus
  • ICBO ES EVALUATION COMMITEE HEARING SCHEDULE, Sash Lulla
  • RE: BRIDGE DESIGN: Questions re Live Load Distribution Factors in AASHTO-LRFD, Powers, Tony
  • FW: You will not believe this one..., ITSEKSON SASHA
  • The Eleven Commandments, Kathleen A. O'Brien
  • Fwd: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 310, FEMCCLURE
  • FEMA 310, Mel Green
  • tying rebar, W. Gray Hodge
  • Not read: RE: CORTEN steel, Farzad
  • Not read: RE: Architects Doing Engineering -Enoug, Farzad
  • Managed Health Care (Fwd), Kathleen A. O'Brien
  • Re: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 3, Parkerres
  • 1-3/4" roof slab, Alex C. Nacionales
  • Corrosion Protection of Structural Steel, BILL RICE
  • Seawall Design, Brad Friederichs
  • Re: Fwd: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 310, Charles Greenlaw
  • Bronze, Parkerres
  • "Old" and "New" Woman, Yank2002
  • Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, FEMCCLURE
  • Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, Charles Greenlaw
  • SCBF - Steel Concentrically Braced Frames in Special and Tall Buildings, Stan J
  • Pier Design, Steve Privett
  • ANY USED PLOTTERS FOR SALE?, TahirQ
  • Warranty Card, Caldwell, Stan
  • Partially rigid connection design, Christopher Wright
  • Fwd: Period Calculation for One Story Bu, Roger Turk
  • P/C Panel Anchorage Load, qwu1
  • spangler formula, Juan Enrique Justo
  • Blast Resistant structures, Sassan Parhizgari
  • Reply to A. Roger Turk's Comments on Period Calculation for One Story Building, FEMCCLURE
  • Church renovation to last 100 years, Alex C. Nacionales
  • Re: SCBF - Steel Concentrically Braced Frames in Special and Tal, Parkerres
  • Masonry Parapet Walls, Gilligan
  • Wood Truss Council of America Web Site Under Construction, WTCA
  • Read: Wood Truss Council of America Web, Fulton Desler
  • RE: BRIDGE DESIGN: Questions re Live Load Distribution Factors inAASHTO-LRFD, Bill Polhemus
  • BRIDGE: Need Recommendations for Bridge Design Programs, Bill Polhemus
  • RE: Moment connection, Jerry King
  • Screen Anchors in Unreinforced Masonry, FredT5
  • spangler formula / convective forces, Juan Enrique Justo
  • Light Guage Inspection Questions, Sandy Pringle
  • SCREEN ANCHORS IN UNREINFORCED (BRICK) MASONRY, Don Herington p.e.
  • Old and New Woman, Spence Pickett
  • RE: Light Gauge Inspection Questions, Horning, Dick/CVO
  • Civil PE Exam, Vanessa . Camelo
  • Fwd: FEMA 310, Handbook for the Seismic Evaluation, Shafat Qazi
  • Continuing Education Seminar Topics, csh
  • "Soccer World Cup" calculation, K. Hemmatyar
  • Need Help (non structural) "Thanks for responses", K. Hemmatyar
  • Steel bolts pulling through plate, John Lawson
  • Steel bolts pulled thru steel plate, John Lawson
  • Plywood Sheathing, Steve Winistorfer
  • speaking of good SE review manuals...., LauraK
  • temp steel, Mark D. Baker
  • Smarter Engineers!!, Caldwell, Stan
  • RE: concrete in corrosive environment, Jerry King
  • 60,000 psi limit on Reinforceing bars, Alex C. Nacionales
  • UBC Inspection and Observation Program, Sandy Pringle
  • Smarter Engineers!!(?), K. Hemmatyar
  • Jupiter, Cezar Aanicai
  • HP48G/GX, Alex C. Nacionales
  • RE: Jupiter(2), Jose Diez
  • Job wanted, Aamir Mahmood Ashraf
  • Re: Earthquakes and land movement, Rhkratzse
  • Screwed Gypboard Shearwalls, CTSTUC
  • Tile trip-up on SOG, BVeit
  • Fw: failed delivery, T
  • ICBO ER Anchor Bolt Values, Bob Shilling
  • Failed Delivery Message, Eqbal M. Kassam
  • Blast design, JCEQESE
  • light gauge steel design programs, Dave Evans
  • Earthquakes and land movement + claim of properties, Gil R. Monsalud
  • Wood truss systems short course, Frank Woeste
  • CORRECTION: Screwed Gypboard Shearwalls, Bruce Shephard
  • Steel: Moment Connections, LibertyEng
  • light gauge steel, bpodols
  • June Board meeting minutes (SEAOSC), Shafat Qazi
  • Membership makes SEAOC, Shafat Qazi
  • other lists, Juan Enrique Justo
  • Irishman, Yank2002
  • "J" BOLT PULLOUT, George Barclay
  • succesful, Wira Tjong
  • RE: other lists [pressure vessels], Christopher Wright
  • RE: Light Gage Steel Design Programs, Dave Morris
  • UBC Sect 1807.2 - Interconnection of Pile Caps, Baldridge & Associates Structural Engineering, Inc.
  • Re: J Bolts, Tom Joos x7707
  • Automatic reply, acb
  • [Humor] Windows 98, K. Hemmatyar
  • Fwd: Mayoral mis-speaking, Kathleen A. O'Brien
  • computers, Sandy Pringle
  • FOS for Overturning, MSSROLLO
  • Moment Redistribution, Chance, Acie P.
  • Steel - Acme thread, Harold Sprague
  • Welding Of Steel Moment Connections, Rick . Drake
  • Torch Cutting Steel, Serroels, Chris/SAC
  • FOS forOvtg clarification, MSSROLLO
  • Estimating, Rob Stevens
  • Analysis Standards - Nomenclature?, Dennis S. Wish
  • RE: Trading of Electronic Drawing Files, Edward W. Chin
  • Need a Specifications Writer, SDV/ACCI
  • A Cowboy's Guide [humor], K. Hemmatyar
  • The Teaching business, Kathleen A. O'Brien
  • How to find actual e-mail address?, P.Rajendran
  • Re: Temporary Construction Fence, ALEX C. NACIONALES
  • Re: bad [humor], ALEX C. NACIONALES
  • Re: [humor], ALEX C. NACIONALES
  • Building an additional storey to an existing hospital, terrence turner
  • Building an additional storey to an exis, Roger Turk
  • Kenneth Coull, TBCoull
  • Re: Pringles Contributions, CLaines
  • Shop Drawings, Bdpooley
  • Lateral design Criteria in Boliva, Lanny Flynn ------flynn(--nospam--at)aiscmail.com
  • RE: Building an additional story to an existing hospital, Horning, Dick/CVO
  • Wood - replacing sill plate of bearing shear walls, Tom Chiu
  • UBC Inspection & Observation Program, Sandy Pringle
  • Re: Steel Moment Connections, Bill Sherman
  • Future of the Field Act, FredT5
  • horiz. diaph., Mark D. Baker
  • Future of the Field Act Hearing, FredT5
  • RE: Fire Truck Loads, Gregory P. Luth
  • Re: Pringles Contributions Copy of Document Please, Tjb5424744
  • Re: Sheetpile Design, Sassan Parhizgari

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