SEAINT Mail Archive 1997 (Jan-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 1238
  • Re: 2 Holddowns at corner question, ASLCSE
  • Re: echo of email, ASLCSE
  • Re: P/T programs, ASLCSE
  • Diaphragm shears, Shake4bake
  • Probability.., Ahmed Nisar (415)896-5858
  • LRFD Seismic Provisions, DCDFLMAIL
  • NAVFAC Publications -Reply, LEROY SMITH
  • Tribute to Shafat and SEAOC, James M. Warne
  • Snow Problems in Washington, James M. Warne
  • Re: Welds - Response to LA Times Article, MNHSMRF
  • Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., ShirishM
  • Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., Mark Deardorff
  • Enercalc-FastFrame FREE Download, Michael Brooks
  • Frustration Setting in, Valerie Eskelsen
  • Email addresses for SEAOC offices, Shafat Qazi
  • Cantilever Load and Stress Yield, Stephen Berlant (berlant)
  • Rafter "Cross-ties" or Collar Ties, Dennis S. Wish
  • Collar Ties, scott . horn
  • Probability, Sprague, Harold O.
  • Enercalc Tech : Not Here PLEASE !, Michael Brooks
  • UBC Seismic Zone vs. Richter Scale Magnitude, Ken Reed
  • Re: Spreadsheets to calculate K factors etc.SEAOC Newsletter Vol1, #2., ShirishM
  • FW: K factor Spreadsheet, Wira Tjong
  • Mortar, Shake4bake
  • Advertising as an Engineer by Architects, Bill Allen
  • Re: Quotes in your e-mail, Alexander Itsekson
  • Weld Metal, Shawn Nelson
  • precast (full depht) deck slab for bridges, Ana Borjas de Paz
  • More Download Problems, Hunt, Tom
  • Down Load Problems, Hunt, Tom
  • Re: Upcoming Conventions and Trade Shows, Sandy Pringle
  • Masonry f'm, Mark Baker
  • DSA AND "OVERSIZE" HOLES IN SILLS AND LEDGERS, GAYLORD R. RANSOM
  • How to Open Spreadsheet ?, James F Fulton
  • Web Site for LA Times ?, James F Fulton
  • Web Site for LA Times ? Welding, Francisco, Doug
  • Simpson Hold Downs, Anna Frances Lang
  • city of L.A. str. code, Century West Engineering Corp.
  • Engineers position on E70T-4, Lansky
  • Need copy of 1970 UBC, DouglasFur
  • Deflection Limits, Michael D Zaitz
  • You might be an Engineer, Shafat Qazi
  • [no subject], Mark S. Oakford
  • Fees, Bill Allen
  • SEAOC By-Laws and Money, Barry H. Welliver
  • Limit of Liability, Jeff Smith
  • LA City Welded Connections Memo, Palos Verdes Engineering
  • Precast Parking Structures, Michael Bramhall
  • Limits of Liability and Standard of Care, FEMCCLURE
  • SAC Status Reports, FEMCCLURE
  • "The Structural Observer and The Inspector", Sandy Pringle
  • Expected life of facilities, Sprague, Harold O.
  • Effective Length of Wall Studs, James F Fulton
  • Dogbone Connections, Hunt, Tom
  • Allowable Masonry Bearing Stresses, Michael D Zaitz
  • Dogbone Connection, Hunt, Tom
  • Trash Rack Structure Design, Stephen Fisher (916) 387-8800
  • Re: sulfate attack on concrete, SCHFUN
  • Collecting Fees, BRBATES
  • Re: sulfate attack on concr, Fred Angliss
  • OES Volunteer Certification, Sandy Pringle
  • Database of Dead Beat Clients, Bill Allen
  • Concrete Tilt-Up Retro-fit, Jeff Smith
  • Bribent, dlamini austin s
  • cracking in waffle slab, Jerry W. King
  • Reply to: RE: cracking in waffle slab, Nester,Melvin R
  • Firm Sued Over Fractures in Steel Frames in Quake., FEMCCLURE
  • Welding Lawsuit, Hunt, Tom
  • 22-1/2 degree masonry bolts, Alexander Itsekson
  • Computer Expo '97, Shafat Qazi
  • seaoc online, McSalSE
  • Cable Structure Inspection, Tony Su
  • (Fwd) Re: Firm Sued Over Fractures in Steel Frames in Quake., Ron Hamburger
  • tilt-up web site, HBAP
  • Wall Collapse in Huston, Shafat Qazi
  • Firm Sued Over Fractures in Steel Frames in Quake, FEMCCLURE
  • Question ???, Ing. Ignacio Zuloaga <<COVOCA, C.A. a Construction Company>>
  • Should we vacate the building?, James M. Warne
  • Re: concrete tilt-up wall anchors in L.A. county, Dennis S. Wish PE
  • Re: Screw Fasteners, Amaloyan
  • Screw Fasteners for Wood Diaphragms, Bill Allen
  • Connection of Pipe Pile to Concrete Cap Beam, Bill Polhemus
  • Re: Undeliverable Message, Mcsherrygp
  • FW: MAILER-DAEMON(--nospam--at)efdswest.navfac.navy.mil:, georg . kralik
  • Rules have changed, Shafat Qazi
  • Screws in Wood Diaphragms, Bill Allen
  • Screw Fasteners in Wood Diaphragms, Bill Allen
  • Annual Report, Sandy Pringle
  • List Server traffic, Shafat Qazi
  • Strap Bracing in Earthquakes, CarlS95
  • Re: Structural Observations, Amaloyan
  • SAC Home Page, Ron Hamburger
  • Re: Structural Observation, Neil Moore
  • STAAD III user Group ???, ARANGASWAMY
  • Local Bending in Tubes/Pipes, Michael D Zaitz
  • Today’s Building Standards Commission’s Developments, FredT5
  • Search Engines, Hunt, Tom
  • Is SMRSF permitted in Seismic Zone 2?, ARW
  • Fwd(2): Firm Sued Over Fractures in Steel Frames in Quake, Richard Lewis
  • Fwd: 1988 NEHRP RP (FEMA-95), Richard Lewis
  • Fwd: Re(2): Should we vacate the building?, Richard Lewis
  • Fwd: deletion from email list, Richard Lewis
  • Fwd: Deck structure attached through Stucco, Richard Lewis
  • Fwd: Re: Isolated pad footings - To tie or Not to tie?, Richard Lewis
  • Fwd: fema 178 Aa values, Richard Lewis
  • Fwd: FRP for Civil Applications, Richard Lewis
  • Fwd: Concentrated Load on Concrete Joist, Richard Lewis
  • Fwd: Re: Two-Way Slab/ Column Joint Moment of Inertia, Richard Lewis
  • Fwd: Re: Strengthen Existing Precast Concrete Bridge with Bonded Plates, Richard Lewis
  • Fwd: Re: Strengthen Existing Precast Concrete Bridge with Bonded Plat, Richard Lewis
  • Fwd: Re: Hacker email, Richard Lewis
  • Fwd: Lpile, Richard Lewis
  • Fwd: Prestressed Masonry, Richard Lewis
  • Fwd: Re: Location of Vapor Barrier Below Concrete Slab on Grade, Richard Lewis
  • Fwd: Distribution of Concentrated Load on Concrete Joist, Richard Lewis
  • Fwd: Free standing masonry walls, Richard Lewis
  • Fwd: Vapor Barrier/Drainage mats, Richard Lewis
  • Fwd: Re: Computer Program, Richard Lewis
  • Fwd: "THE ENGINEER AS AN EXPERT WITNESS" SEMINAR AT UCI, Richard Lewis
  • Fwd: FW: seaoc-ad(--nospam--at)seaoc.org: Re: concrete/steel p, Richard Lewis
  • Fwd: Re: Software Conflicts, Richard Lewis
  • Fwd: Singapore Help, Richard Lewis
  • Fwd: -Reply, Richard Lewis
  • Fwd: Re: 1973 UBC, Richard Lewis
  • Fwd: Looking for drafting work, Richard Lewis
  • Fwd: Text for fiberglass in structural apps?, Richard Lewis
  • Fwd: Re: Monlithic or Two Pour Slab on Grade, Richard Lewis
  • Fwd: Re: MS Office 97, Richard Lewis
  • Fwd: Brick Veneer, Richard Lewis
  • Fwd: Code official's jurisdiction, Richard Lewis
  • Fwd: information request, Richard Lewis
  • Fwd: building code minimums for wood frame, Richard Lewis
  • Fwd: Re: Wood Siding, Richard Lewis
  • Fwd: Re: Epoxy Coated Rebar, Richard Lewis
  • Fwd: Re: Performance & Durability of Reinforced Concrete, Richard Lewis
  • Fwd: steel design, Richard Lewis
  • Fwd: Re: floor deflections, Richard Lewis
  • Fwd: Re: Carbon-fiber suspension/stayed bridges, Richard Lewis
  • Fwd: alternate types of RETAINING WALLS, Richard Lewis
  • Fwd: Re: Insurance, Richard Lewis
  • Fwd: Re: [Fwd: HUMOR: Why Engineers Don't Write Recipe Books...], Richard Lewis
  • Fwd: Headed studs in precast concrete, Richard Lewis
  • Fwd: Internet Explorer 3.0, Richard Lewis
  • Fwd: Re: Monlithic or Two Pour (Sorry - place) Slab on Grade, Richard Lewis
  • Fwd: Location of Vapor Barrier, Richard Lewis
  • Fwd: Codes, Richard Lewis
  • Fwd: Lag Bolt Connections at End Grain for Shear, Richard Lewis
  • Fwd: Slabs on Grade (again), Richard Lewis
  • Fwd: Building Code Minima, Richard Lewis
  • Fwd: Lateral Stability of Wood Beams, Richard Lewis
  • Fwd:, Richard Lewis
  • Fwd: Re: Steel Design - Yield Stress - Another Thought, Richard Lewis
  • Fwd: Re:, Richard Lewis
  • Fwd: Torsion analysis of Soldier Piles, Richard Lewis
  • Fwd: Re: Quality issues in engineering practice CE vs SE, Richard Lewis
  • Fwd: Why you can't post to the list, Richard Lewis
  • Fwd: Re: Quality issues in engineering practice, Richard Lewis
  • Fwd: Re: Pricing Tracts or duplicate designs, Richard Lewis
  • Fwd: American Housing, Richard Lewis
  • Fwd: Re: Vapor Barriers, Richard Lewis
  • Fwd: Re: floor deflections, was: Re: building code minimums for wood frame, Richard Lewis
  • Fwd: Self-weathering stl bridge adjacent to highway bridge, Richard Lewis
  • Fwd: Re: Torsion in soilder piles, Richard Lewis
  • Fwd: QUESTION REGARDING TORSION IN PLYWOOD DIAPHRAGMS, Richard Lewis
  • Fwd: Re: SAP2000- San Diego Seminar, Richard Lewis
  • Fwd: Re: Hyatt Failure, Richard Lewis
  • Fwd: Re: Steel design--Canadian code, Richard Lewis
  • Fwd: Steel Design - Yield Stress, Richard Lewis
  • Fwd: Updated FastFrame Win 3.x & 95/NT - Free Download, Richard Lewis
  • Fwd: Re: disciplinary actions (was: building code minimums), Richard Lewis
  • Fwd: Re: Ongoing discussion of professional practice, Richard Lewis
  • Fwd: Re: malfeasance sanctions (was: code minimums), Richard Lewis
  • Fwd: Hyatt walkway, Richard Lewis
  • Fwd: Re: Pushing Steel Design with Mill-Certs, Richard Lewis
  • Fwd: [Fwd: Re: Quality issues in engineering practice], Richard Lewis
  • Fwd: Fiber reinforced concrete slabs -Reply, Richard Lewis
  • Fwd: HOT-DIP ZINC COATINGS AND OVERLAPPING SURFACES, Richard Lewis
  • Fwd: Wanted Plan Check Engineer, Richard Lewis
  • Fwd: Load Spread on Concrete Floor Slabs, Richard Lewis
  • Fwd: Re: Plywood Shear Walls with Windows, Richard Lewis
  • Fwd: Re: Foreign Engineers Practicing, Richard Lewis
  • Fwd: Re: Message from Shafat, Richard Lewis
  • Fwd: Reinforced Concrete Houses, Richard Lewis
  • Fwd: Flat Slab Buildings, Richard Lewis
  • Fwd: construction liability, Richard Lewis
  • Fwd: Quality issues in engineering practice - Internet discussion, Richard Lewis
  • Fwd: Re: engineering practice CE vs SE, Richard Lewis
  • Fwd: Foreign Engineers Practicing in CA, Richard Lewis
  • Fwd: Re: Quality issues in engineering practice - Internet discussio, Richard Lewis
  • Fwd: Re: Pre & Postprocessor for SHAKE91, Richard Lewis
  • Fwd: Uniform Sign Code, Richard Lewis
  • Fwd: drain2dX, Richard Lewis
  • Fwd: Re: Separate list servers, Richard Lewis
  • Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
  • Fwd: Re: Thoughts from Texas, Richard Lewis
  • Fwd: Thrust Angles, Richard Lewis
  • Fwd: Re: Architects' Mail List?, Richard Lewis
  • Fwd: Re: [Fwd: Tilt-up roof ledgers], Richard Lewis
  • Fwd: Re: Inspection and the Engineer, Richard Lewis
  • Fwd: Steel Frames, Richard Lewis
  • Fwd: Re: Carriage returns in posts, Richard Lewis
  • Fwd: Re: List split, Richard Lewis
  • Fwd: Re: Bolted Connections, Richard Lewis
  • Fwd: Re: M: Just Another Opinion, Richard Lewis
  • Fwd: Re: Want opinions for new listservice - software & hardware, Richard Lewis
  • Fwd: Re: Another Thought from Texas, Richard Lewis
  • Fwd: How to fix problem with your email., Richard Lewis
  • Fwd: Re: GOOD STRUCTURAL PROGRAMS, Richard Lewis
  • Fwd: Re: Floor Vibration, Richard Lewis
  • Fwd: Re: CE vs. SE & $$$, Richard Lewis
  • Fwd: questions, Richard Lewis
  • Fwd: Re: M: Just Another Opinion, Richard Lewis
  • Fwd: Re: Welded Steel Frames (again), Richard Lewis
  • Fwd: Re: Want opinions for new listservice -, Richard Lewis
  • Fwd: Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
  • Fwd: Need for SEAOC Listserver Categories, Richard Lewis
  • Fwd: Two Engineers Stranded on an Island, Richard Lewis
  • Fwd: Re: Lincoln Arc, Richard Lewis
  • Fwd: Re: Advertising, Richard Lewis
  • Fwd: (G)Re: Want opinions for new listservice - software & hardware questions, Richard Lewis
  • Fwd: Re: SEAONC FORUM was NEW - SEAOC CHAT ROOM, Richard Lewis
  • Fwd: NEW - SEAOC CHAT ROOM, Richard Lewis
  • Fwd: Opinions for List Server, Richard Lewis
  • Fwd: Constro 97 in India - First Announcement, Richard Lewis
  • Fwd: STAAD III - Poor technical Assistance, Richard Lewis
  • Fwd: How about separate Lists AND an ongoing Chat room!!!!!, Richard Lewis
  • Fwd: Connection Software, Richard Lewis
  • Fwd: Re: Advertising of the list, Richard Lewis
  • Fwd: Re: Corrosion Inhibitors, Richard Lewis
  • Fwd: Re: Argentina, Richard Lewis
  • Fwd: Re: Enercalc Response Re: FastFrame, Richard Lewis
  • Fwd: Question: OK to post job notices here?, Richard Lewis
  • Fwd: Re: Lumber Grading in Texas, Richard Lewis
  • Fwd: Re: Computer Crashes, Richard Lewis
  • Fwd: Re: Concrete in Salt Water Environment, Richard Lewis
  • Fwd: Re: How are you doing?, Richard Lewis
  • Fwd: Re: Mac software -- Multiframe, Richard Lewis
  • Fwd: Mac software, Richard Lewis
  • Fwd: Re: Lumber Grading in Texas (and elsewhere), Richard Lewis
  • Fwd: anchors for seizmic applications, Richard Lewis
  • Fwd: Re: Separate List - RESULTS, Richard Lewis
  • Fwd: Argetina, Richard Lewis
  • Fwd: WinSTRUDL, Richard Lewis
  • Fwd: Earthquake Construction, Richard Lewis
  • Fwd: Re: GOOD STRUCTURAL PROGRAMS (seaoc Digest for 19 Mar 1997), Richard Lewis
  • Fwd: Re: GOOD STRUCT. S/W : Intergraph, Richard Lewis
  • Fwd: Fw: GOOD STRUCTURAL ENGINEERING PROGRAMS, Richard Lewis
  • Fwd: Re: GOOD STRUC. S/W: Intergraph, Richard Lewis
  • Fwd: For James Fulton :Fw: GOOD STRUCTURAL ENGINEERING PROGRAMS, Richard Lewis
  • Fwd: Cable and Fabric Structures -Reply, Richard Lewis
  • Fwd: Re: Wood column bases - when to use????, Richard Lewis
  • Fwd: Concrete design, Richard Lewis
  • Fwd: fibregalss wall, Richard Lewis
  • Fwd: Special Nail Source, Richard Lewis
  • Fwd: Re: Construction Tolerances, Richard Lewis
  • Fwd: The 1996 Blue Book Errata, Richard Lewis
  • Fwd: Re: anchors for seismic applications, Richard Lewis
  • Fwd: Space Truss Manufacturers?, Richard Lewis
  • Fwd: R14 was Computer Crashes, Richard Lewis
  • Fwd:, Richard Lewis
  • Fwd: Moment Connection Design, Richard Lewis
  • Fwd: Re: Article on "Bulb Tees" in March 1997 Civil Engineering Magazine, Richard Lewis
  • Fwd: Re: Opinions for List -power from the community, Richard Lewis
  • Fwd: CA’s CE Seismic Exam under Review, Richard Lewis
  • Fwd: Should CA’s Board Composition Be Changed?, Richard Lewis
  • Fwd: SE Exam in California under fire, Richard Lewis
  • Fwd: FEMA 172 interpanel shear capacity of precast concrete walls, Richard Lewis
  • Fwd: Posts on Sill Plates, Richard Lewis
  • Fwd: Re: We need to notch the bottom of your GLB by 6". Is that, Richard Lewis
  • Fwd: Re: in-place shear tests, Richard Lewis
  • Fwd: Re: plywood shear transfer detail, Richard Lewis
  • Fwd: Re: Calc out to code, Richard Lewis
  • Fwd: Civil Engineering News Editorial (April, 1997 issue), Richard Lewis
  • Fwd: Re: Want to be, trying to be, Richard Lewis
  • Fwd: Re: Interior partitions and pre-mfg trusses, Richard Lewis
  • Fwd: Re: RISA Web Site, Richard Lewis
  • Fwd: Re: Helipad Design Loads, Richard Lewis
  • Fwd: Re: Dead Load On Shear Walls, Richard Lewis
  • Fwd: Helipad Load - Never Mind..., Richard Lewis
  • Fwd: Re: Metal Stud Bearing/Shear Walls, Richard Lewis
  • Fwd: Re: We need to notch the bottom of your GLB by 6". Is that OK?, Richard Lewis
  • Fwd: Re: Test for problems with wide email posts please check, Richard Lewis
  • Fwd: New Zealand Building Code?, Richard Lewis
  • Fwd: retaining wall seminar, Richard Lewis
  • Fwd: Precast/Prestress Force Transfer Methods, Richard Lewis
  • Fwd: Precast/Prestressed Force Transfer Methods, Richard Lewis
  • Fwd: Notch in GLB, Richard Lewis
  • Fwd: Re: Notch Bottom of GLB, Richard Lewis
  • Fwd: Humour-Engineer vs Lawyer, Richard Lewis
  • Fwd: [Q] Plastic Deformation in a diaphragm, Richard Lewis
  • Fwd: Where to purchase major EQ-Codes?, Richard Lewis
  • Fwd(2): Wood column bases - when to use????, Richard Lewis
  • Fwd: Corrosion and durability of reinforced concrete, Richard Lewis
  • Fwd(2): Dead Load On Shear Walls, Richard Lewis
  • Fwd: Conventional Framing in UBC, Richard Lewis
  • Fwd: CE News Editorial, Richard Lewis
  • Fwd: Is anchorage of infill masonry, to structure, required in Zone 1., Richard Lewis
  • Fwd: Re: Seismic retro-fit of older buildings, Richard Lewis
  • Fwd: Re: Civil Engineering News ... Hummmm, Richard Lewis
  • Fwd: Re: LRFD anybody & CE vs. SE Discussion, Richard Lewis
  • Fwd: Re: Seismic retro-fit of older buildings/snitch, Richard Lewis
  • Fwd: Re: Fire Damages Structures, Richard Lewis
  • Fwd: Re: CE VS SE DEBATE, Richard Lewis
  • Fwd: Re: Limits of Liability, Richard Lewis
  • Fwd: Re: new info, Richard Lewis
  • Fwd: Re: Cold Formed Steel Design, Richard Lewis
  • Fwd: Re: mundane sheathing RFI, Richard Lewis
  • Fwd: Re: Plywood Shear Transfer Details, Richard Lewis
  • Fwd: Re: Fire Damage, Richard Lewis
  • Fwd: Re: cold formed steel, Richard Lewis
  • Fwd: Structural Inspections and Observation Outline needed, Richard Lewis
  • Fwd: [Q] SEAOC-1996: Article C402.10 & C407.3, Richard Lewis
  • Fwd(2): plywood shear transfer detail, Richard Lewis
  • Fwd: Interstate SE cooperation, Richard Lewis
  • Fwd: Back in the saddle by public demand, Richard Lewis
  • Fwd: ASTM Designations, Richard Lewis
  • Fwd: Re: Min. Code Design, Richard Lewis
  • Fwd(2): Engineering Issues ad nauseum, Richard Lewis
  • Fwd: Re: connection between double angles, Richard Lewis
  • Fwd: Re: weld preference, Richard Lewis
  • Fwd: Welding, Richard Lewis
  • Fwd: Re[2]: Concrete Wraps, Richard Lewis
  • Fwd: Re: Concrete Wraps: point 1, Richard Lewis
  • Fwd: Re: FW: American Engineers have it good?, Richard Lewis
  • Fwd: Re: UBC Interpretation, Richard Lewis
  • Fwd: If I had more time.., Richard Lewis
  • Fwd: Quake Forecasting, Richard Lewis
  • Fwd: AISC Green book t-value, Richard Lewis
  • Fwd: Re: Calc-out versus reality, Richard Lewis
  • Fwd: Re: Project in Puerto Rico, Richard Lewis
  • Fwd: Re: Built-up Girder Software, Richard Lewis
  • Fwd: Re: Structural Inspections Outline help needed, Richard Lewis
  • Fwd: Re: SE to the top, Richard Lewis
  • Fwd: Concrete Wrap, Richard Lewis
  • Fwd: Re: Engineering Issues ad nauseum, Richard Lewis
  • Fwd: Re: cold formed steel link added hot link no no, Richard Lewis
  • Fwd: Re: How many members of NSPE are represented on our List????, Richard Lewis
  • Fwd: ASTM A320 grade L7 anchor bolts, Richard Lewis
  • Fwd: Re(2): Cold Formed Steel Design, Richard Lewis
  • Fwd(2): Concrete design software, Richard Lewis
  • Fwd: Building drift and separation, Richard Lewis
  • Fwd: shearwals with openings, Richard Lewis
  • Fwd: Re(2): Calc-out versus reality, Richard Lewis
  • Fwd: Joel Castro’s Article, Lincoln Electric’s Reponse, and Castro’s Rebuttal, Richard Lewis
  • Fwd: Arch/SE was Engineering Issues ad nauseum, Richard Lewis
  • Fwd: Re: Calc-out versus reality: modeling & research: for Sam Love et al, Richard Lewis
  • Fwd: National Codes - Is the profession unified in the creation?, Richard Lewis
  • Fwd: Little Guy Sizes, Richard Lewis
  • Fwd: Forwarded mail...., Richard Lewis
  • Fwd: Final response to T. Springer - Civil Engineering News - long!, Richard Lewis
  • Fwd: Engineering (online and Server) issues - continued, Richard Lewis


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