SEAINT Mail Archive 2000 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 2655
  • Re: Sun at perihelion, Rhkratzse
  • News Year's Eve, James Allen
  • Re: We need more Testimoney, too., Jim Warne
  • RE: Structural Engineering Software, Jim Hester
  • Re: [RE: Structural Engineering Software], Harshan Prabha
  • FW: [was] UBC 97 Diaphargm Nailing [is now galvanizing methods], La Count, Curt
  • Framing Decisions, Michael Zaitz
  • Seismic Hazard Zone Maps for Oakland West Quadrangle, Mark Swingle
  • RE: Post-tensioning tendon corrosion, Sprague, Harold O.
  • RE: Blast Resistant Building Design for Blast Containment, Walter Sawruk
  • Re: Report on Wood Diaphragm Issues, ken
  • Wood Fire Rated Wall Assembly F'c reduction, Jeff Albert
  • RE: Calculation of flange stresses for underhung trolleys, MKnight
  • Re: seaint Digest for 3 Jan 2000, Ron O. Hamburger
  • amusement structures, Aaron Burkhardt
  • Old Steel Designations, Gobo, Gina
  • RE: Report on Wood Diaphragm, merrick group
  • Anchor Bolt Straightening, Tom . Hunt
  • Roger McCarthy: Failure Analysis Associates, sasquake
  • Outlook 2000 Question, Alan Howell
  • RE: The Millennium Hoax, Sherman, William
  • Skewed (45 degree) shearwalls, Debby Hight
  • CMD97 Masonry Computer Programs, Scott Maxwell
  • criteria for retrofit of existing structures, Khosrownia, Ghassem SPK
  • Design Wind Pressures in Saudi Arabia, David Pomerleau
  • SEAOSC Dinner Meeting - Wednesday, Jan 12th, David Pomerleau
  • WalkWay Live Load, Joseph Harouni
  • Re: Partition load for gravity design, Elly rejuso
  • Wind Some, Lose Some - Amusement Structures, sasquake
  • 2000 SEAOC Convention - Call for Abstracts, Constantine Shuhaibar
  • Robot 97 ???, David Handy
  • Engineers in Malaysia, structech
  • Retaining wall computer program, EDLStruct
  • 97 UBC, KTarlow
  • Wood Species in North CA, Richard Lewis
  • ICBO LA Basin Chapter Mtg. 1/13/2000, Becker, Rick
  • Re: 97 ubc (soft story), Swingle, Mark
  • Re: criteria for retrofit of existing structures, FEMA 273 and FEMA 343, FEMCCLURE
  • Steel embeded in concrete, MRodrig273
  • re: Steel embedded in concrete, RShreenan
  • RE: Comparison of RAM Advanse and SAP 2000, ravendra reddy
  • Re: engineering software - STRAP THE BEST, ravendra reddy
  • CD-RW Backup, Vyacheslav Gordin
  • Famous Engineers, Phil Hodge
  • Home Plumbing Problem--not a structural related, Szuchuan Chang
  • Where Can I Find the: "SE Review Manual" By Yousef & Mehrdad, Rogers, Robert
  • NCSEA Program Announcement, Benjamin Baer
  • FW: criteria for retrofit of existing structures, FEMA 273 and FE MA 343, Sheckler, Tim
  • Steel test reports below specified strength, Randy Diviney
  • ICBO magazine, Mark D. Baker
  • submit code questions on seismology web page, Martin W. Johnson
  • Guidelines now available, Shafat Qazi
  • Concrete flat slab strengthening, Alexander Sasha Itsekson
  • Home Plumbing Problem--not a structural, Roger Turk
  • residential plywood diaphragm gue, merrick group
  • RE: residential plywood diaphragm glue, George Richards, P.E.
  • SE Reveiw Manual (NCEES Format), Wael Shabana
  • plywood glued to framing, merrick group
  • Modeling Steel Deck As Shear Diaphragm, Polhemus, Bill
  • Masonry wall construction, Sprague, Harold O.
  • sloped metal deck diaphragms, David Handy
  • Re: monopole antenae retrofit, JGPE1
  • Re: [StrucTX] Modeling Steel Deck As Shear Diaphragm, Philip T. Hodge
  • Re-using steel structures in very cold climates, Dave Meney
  • SEAOC Board Meeting, Ron O. Hamburger
  • Re: monopole antennae retrofit, Rick . Drake
  • Steel Fibers, Chris Towne
  • Masonry wall construction (Bill Allen), Dave Adams
  • FEMA 343, BSSC Case Studies Project Report, NOW AVAILABLE., FEMCCLURE
  • regarding my sense of humor, Martin W. Johnson
  • Fwd: TOPPING OUT tradition!!, Rbengrguy
  • Masonry wall construction (Harold), Dave Adams
  • ??finding distance of E.Q. from given location??, Khosrownia, Ghassem SPK
  • Steel Structures in very Cold Climates, E.B.Davison, P.Eng.
  • SDM Vol. 1 Example 44 - Beam tie, Julian Chu
  • NEHRP 91/94 vs. NEHRP 97, Scott E Maxwell
  • Salaries, Joseph R. Grill
  • Re: seaint Digest for 12 Jan 2000, Ron O. Hamburger
  • re NEHRP Provisions - 1994, 1997, Ron O. Hamburger
  • Steel Structures In Cold Climates, E.B.Davison, P.Eng.
  • en - nail / pin slip, seaint-return
  • Re: 97 ubc soft story, Martin W. Johnson
  • Voc-Tech Floor Loading, Randy Diviney
  • Wind Some, Lose Sum - Wind Governed, SASQUAKE
  • Demolition, Tendons, Post-Tensioned Parking Deck, Fountain Conner
  • Dynamic Analysis Question, Yousefi, Ben
  • Need old RHO messages, Richard Lewis
  • NUSIG, Sprague, Harold O.
  • Old RHO Messages, Charles Greenlaw
  • re: 1994, 1997 NEHRP Provisions, James F Fulton
  • Connecting to Existing Metal Roof Deck, PEC - Lake City
  • Rho for diaphragms, Mark Swingle
  • RE: [StrucTX] Asphalting in cold weather ( below 40 degree F), Polhemus, Bill
  • Fw: Virus Alert, Martin W. Johnson
  • Guts to Say Jesus, Charley Hamilton
  • Fw: Virus Alert HOAX!, Roger Turk
  • Claret Heider, an honor to work with, Sprague, Harold O.
  • Buscovich Appointed to the Ca. Bldg Stds Commission, fturner
  • RE: Shear Wall Lengths, Cain, William
  • Industrial Grade Glulams, Fredericks, Douglas/SAC
  • Steel BOW TRUSS Design HELP NEEDED, TahirQ
  • Re:(Blank "Subject" LIne and "From" Line "unknowsender@unknown.domain, FEMCCLURE
  • Re: Wind Some, Lose Sum - Wind Governed...???????, GEOHAK
  • AutoCAD-Word problem, Jelena Bleiziffer
  • RE: (Blank "Subject" LIne and "From" Line "unknowsender@unknown.d omain, William Keil
  • Visqueen under slab in Arizona, George Richards, P.E.
  • Welding Steels of Different Specifications, NRoselund
  • Philosophy: Seismic Design Standards, Mike Valley
  • TEST, DEVERE, PETER P. (JSC-ES)
  • TEST 2, DEVERE, PETER P. (JSC-ES)
  • Brass, Gobo, Gina
  • RE: (Blank "Subject" LIne and "From" Lin, Roger Turk
  • Appropriate R factor for restaurant addition, Albert Meyer
  • RE: HR Light Gage Tube Design, Charlie Carter
  • hardee boards, Gobo, Gina
  • Em forces and tie downs in wood frame design, John Buchanan
  • Improving Construction Practices, Rick . Drake
  • LRFD for SDI Diaphragm Design?, Polhemus, Bill
  • Erection + Mill Tolerances?, Randy Diviney
  • RE: [StrucTX] LRFD for SDI Diaphragm Design?, Charlie Carter
  • ET&F fastening systems, Dan Vines
  • OMRF joint w/ different filler metal, Julian Chu
  • Earth pressures on retaining walls, Sherman, William
  • PE exam, Chris Towne
  • ERRATA to Seismic Design Manual Vol I, Edward Arrington
  • AISC LRFD- composite beams, marfra
  • remove my name your e mailing list, zulfu livaneli
  • North CA Glulam Designation, Richard Lewis
  • SEAInt Archive Search, Richard Lewis
  • Diaphragm Design Per 1633.2.9 Using ASD, Edward Arrington
  • Trus-Joist purchased by Weyerhaeuser, SEConsultant
  • Reinforced Masonry Pilasters, Bobby Jenkins
  • Fwd: Where are ENGINEERS ??, Rbengrguy
  • Re: Seismic Source, NRoselund
  • SKYSCRAPER, Rbengrguy
  • Galvanizing High Strength Bolts, Paul Feather
  • Re: Philosophy: Seismic Design Standards and Performance Based Seismic Design, FEMCCLURE
  • Column Splice, Jake Watson
  • Hold downs of stacked wood shear walls, Steve Hiner
  • Welding Rebar, Roger Turk
  • Barbados Wind, vicpeng
  • Wood works, KTarlow
  • drywall stud framing as a suspended truss, marfra
  • braced frame omega nought, seaint-return
  • RE: FLAG POLE FOUNDATIONS in CA, Teresa Dellies
  • European (Italian?)Designations, Aaron Burkhardt
  • Channel to TS Column - FR or PR Connection?, Swingle, Mark
  • Hardipanel, Gobo, Gina
  • CMD97 program is short a check, merrick group
  • (E) Masonry with steel upgrade, merrick group
  • Hardipanels, Gobo, Gina
  • Horiz Force Factor (vehicle lift), Paul_Reilly
  • Harie verses Hardy, Gobo, Gina
  • Desparate!, Gobo, Gina
  • Hardiepanels, Roger Turk
  • Crane Girder Fatigue, Fountain Conner
  • Re: January 2000 Building Design & Construction, FEMCCLURE
  • Which Exhibition, Integrated Technical Software Pty Ltd
  • AOL (was Re: January 2000 Building Desig, Roger Turk
  • Concrete Problems, Brian K. Smith
  • Masonry with steel upgrade, Martin W. Johnson
  • Steel Moment Frame - Channel to TS Column - FR or PR Connection?, Swingle, Mark
  • Cutting holes in Existing Concrete Structures, Dave Morris
  • RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, William Keil
  • RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Sprague, Harold O.
  • Re: Steel Moment Frame - Channel to TS Column - FR or PR Connec, Christopher Wright
  • RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Waterman Drinkwater
  • Steel Moment Frame - Channel to TS Colum, Roger Turk
  • Re: Steel Moment Frame - Channel to TS Column - FR or PR Connection?, Charles Greenlaw
  • brick veneer support deflection, David Handy
  • Tsunami Building Codes, SASQUAKE
  • Off topic, Help, you gurus -- Messages from SASQUAKE, Fountain Conner
  • RE: PR and FR Moment Connections, Ron O. Hamburger
  • Lateral load statistical basis, Bob Hanson
  • Brick Veneer Anchorage, James Lin
  • Stacked Shearwall Clarification, SEConsultant
  • Quick Question: Library Stack Loads, Dave Adams
  • Circular Concrete Tanks without Prestressing, David Hall
  • Problem with mails, FSRahbar
  • Errata I to Vol. I Seismic Design Manual, James Allen
  • 3x_ versus (2)-2x_, Jeff Creagan
  • Re:, NRoselund
  • Tsunami Codes, the . callens
  • To Gerard (and all my friends), BogdanDumitrascu
  • Employment Opportunity, Rick Byrd
  • RE: unbraced comp flange, Matthew Jordan
  • RE: Reinforced Concrete Tank Seal @ Exist., Polhemus, Bill
  • Stainless Steel and epoxy coated rebar., MRodrig273
  • Windows NT Desktop Question, Polhemus, Bill
  • Arch. Fees for Residential, Greg Smith
  • risa3d v4, Mark D. Baker
  • EN-R January 24, 2000, Roger Turk
  • Stone, Philip T. Hodge
  • Steel Tips, BILL PULYER
  • RE: unbraced bm., Matthew Jordan
  • RE: Who's using ASD or LRFD?, Ed Fasula
  • 1958 UBC Seismic, Mark Ketchum
  • ASD or LRFD for Wood Design, SEConsultant
  • Cascadia Earthquake Tricentennial - News Stories, SASQUAKE
  • Re: temporary construction, Phil Hodge
  • Non destructive testing, David Hall
  • USACE TI 809-04 Seismic Design for Buildings, Sprague, Harold O.
  • Requesting feedback on November 1999 Structural Welding seminar b y SSTC., Khosrownia, Ghassem SPK
  • Re: Requesting feedback on November 1999 Structural Welding seminar by SSTC., Scott Maxwell
  • LIBRARY STACKS LOADING, mkrakower
  • GOOD Engineers and CAD Drafters Needed, Parkerres
  • Re: STAAD/Windows NT Desktop Question, Paul Ransom
  • structural properties of metal stud framing, marfra
  • Strength axis of plywood, James Allen
  • T-111, Mark D. Baker
  • We sell SAP2000, crack_sap2000
  • STRUCTURAL - PART TIME, Vyacheslav Gordin
  • Joke - Useful English System conversions/units:, RJConley
  • Test Study Guides, Mark Richards
  • Site adress, Sezefredo
  • Re:T1-11, the . callens
  • ASD vs. LRFD for Steel, Wood, Benjamin Baer
  • Pictures & videos, AGHBAL YOUNESSE
  • Autocad Layering Standards for Structural Engineering, SEConsultant
  • MSIE or Netscape, Francis . Ang
  • 1997 UBC Question, Ritter, Mike
  • Fwd: Fw: Importance of Structural Engineering, Rbengrguy
  • Corrosion. Models? Kinetics. Experimental data., fts
  • TI-809-04, Pickett, Spence
  • Current construction costs, Paul Feather
  • Essentials of LRFD, Paul Feather
  • AISC 1999 LRFD Spec., fabricio rosales
  • Tedds software, KTarlow
  • Autocad Layering Standards for Structura, Roger Turk
  • RE: Autocad Layering Standards for Struc, Roger Turk
  • Tapered Steel Member, Alexander Gutierrez
  • Bulletproof FRE conduit, PEC - Lake City
  • Autocad layering standards, dodgen
  • Re: Tedds software vs MathCad, Teresa Dellies
  • Wood Truss Rafter Center Uplift, Richard Lewis
  • Retaining Wall Code Requirements, Paul Rohrer
  • Conversion Formulas - It's not rocket science!, SASQUAKE
  • Re: Autocad Layering Standards for Structural, ErnieNSE
  • Tek Screws, Zachary Goswick
  • Fwd: Pirated software, JayLCrawf
  • Retirement Dinner for Jim Kaprielian, S.E., Becker, Rick
  • redundancy factor, NDZ28
  • Concrete at Higher than Normal Temperatures, Nick Bassar
  • Loading Dock, PEC - Lake City
  • Overturning check, Javier Encinas
  • UBC 1630, Ev Question, Tom . Hunt
  • Amazing!, Richard & audra
  • Masonry infill walls, Scott Maxwell
  • Basement wall foundation, Julian Chu
  • horizontal diaphragm deflection, seaint-return
  • Re: Welded Crane Beam, Christopher Wright
  • teel beams from a European steel plant, Cesar Freddy Gil
  • ASD vs LRFD...my simple test, Ritter, Mike
  • Strong Column/Weak Beam Connections, Jenkins Engineering, Inc.
  • "R" Value for Cross Bracing, FSRahbar
  • Flag Pole Design - CA Engineer needed, Steve Hiner
  • On-Line Collaboration - www.Buzzsaw.com, SEConsultant
  • Re 1: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda
  • RE: Steel Beam Tables, Charlie Carter
  • Cold-Formed Steel Programs, Connor, John A NWK
  • Pull out values, Randy Diviney
  • Response Spectrum Analysis, Gobo, Gina
  • Rw for cantilevered columns, MRodrig273
  • Bridge replacement, AGHBAL YOUNESSE
  • SAP2000, Gobo, Gina
  • Chicago Bookstores, Lutz,James
  • Welding Tubes, Kipke, Richard
  • Searching for M.Sc. Thesis Subjects, Sohail Forouzan-sepehr
  • WWW.SEAOC.ORG - New Postings, Mark E. Deardorff
  • Re: Chicago Bookstores and Pizzerias, Charles Greenlaw
  • Economy in Steel - Comments, Mark Gilligan
  • Seismology Opinion - Cantilever Columns, SEConsultant
  • Re 7: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda
  • test - please ignore, Ken Peoples
  • Residential construction, Scott Maxwell
  • Rod bracing, Ken Peoples
  • Design of RCC Dual Systems, satd
  • Re: seaint Digest for 5 Feb 2000, Martin W. Johnson
  • Structural Engineer Magazine, Connor, John A NWK
  • APA Sheathing w/ Screws and Slate, Ed Fasula
  • Steel Channel Grip, Connor, John A NWK
  • Seismic Zone for Stockton California?, SEConsultant
  • Re: Tapered Members, James V. Hannah
  • [no subject], Steve Pryor
  • Re: Glass Storefront as Shearwalls, BCainse
  • Tension Reinforcement for Piles, George Ghaly
  • Expansive Grout, NRoselund
  • Seismic Zone Info, Tom Liberty
  • FW: February Issue??? (was Structural Engineer Magazine), Dan Vines
  • Missouri or Kansas Structural Engineers, ADVDENGR
  • City of L.A.- Information Bulletin ST-12 (Structural), SDGSE
  • R.C. tie beams, marfra
  • Pane Shear, james korff pe pmp
  • floor plate welding, Ken Peoples
  • High Strength Bar, Kho Poh Teck
  • Friction primer, Edward Jonson
  • Concrete details, Bogdan
  • Roark's Formulas of Stress and Strain, Ken Peoples
  • Welding against concrete, Polhemus, Bill
  • Project Websites, Caldwell, Stan
  • CONFLICT OF INTEREST, Wladimir Bassett A.
  • One way concrete slab, Chris Towne
  • Plan Reuse Fee, SDGSE
  • Design of microwave towers, Michel, Greg
  • Lateral Force from Pedestrian Movement, MSSROLLO
  • FW: CAD steel book and software, Alberto Guida
  • Low Temperatures and structural steel, Jenkins Engineering, Inc.
  • R.C. tie beams-help, marfra
  • Freezer Building Insulated Panels and Diaphragm Action, Jenkins Engineering, Inc.
  • Column splice bearing, BILL PULYER
  • Off topic, Moment of Inertia, Fountain Conner
  • impact reducing bearings, KSP
  • Re:project web software, Martin W. Johnson
  • Re: Can we take "liability" out of our dictionary?, GEOHAK
  • Painting of Pipe Piles- help, nattamai mohanram
  • Re: Can we take "liability" out of our d, Roger Turk
  • Brick veneer support guidelines, Bruce Hopper
  • Re: Brick veneer support guidelines- Extended, SDGSE
  • Computer Access Floors, mkrakower
  • Snow Load, Domenic DeAngelo
  • diaphragm rigidity, RDAHLMANN
  • FW: Maximum Weld Size ( was Welding Tubes ), La Count, Curt
  • Unreinforced Masonry Building, David Hall
  • R=4.5 or 5.5, James Lin
  • Screws for Use in PLywood Shearwalls, MJL Engineering Ltd.
  • Curved Steel Members, Rafael Sabelli
  • SOFT Story??, satd
  • Lally Column Design, Johnny Drozdek
  • Confused about Welding Procedures, Bart Needham
  • Tie cable, Javier Encinas
  • Project Impact, FEMA mitigation of natural disasters, Fountain Conner
  • Screws in Plywood for Seismic/Wind Loads, fturner
  • Trivia - Where did the term Kip come from?, SEConsultant
  • Re: Trivia, james korff pe pmp
  • Coffee Break, Yank2002
  • Virus Alert - TROJ_PLAGE2000.A, SEConsultant
  • Steel & Aluminum, Chanel1096
  • Structural Web sites, Bob Hanson
  • ENGLISH VS. METRIC, Larsen, Trevor
  • 'English' v Metric, MKnight
  • Shop Splices of Steel Beams, Jim Kestner
  • Shear Flow, Gobo, Gina
  • glass conservatory., Francisco Duarte
  • Re: Trivia - Happy Valenton's Day, SASQUAKE
  • Acoustic problem., Rodrigo Lema
  • George Goble (GHG) [EXTENDED HOME PAGE], JCohen
  • Vibration Monitoring, Fountain Conner
  • Bond Beam Reinf, Edward Jonson
  • Effective first mode weight??, Sherman, William
  • NDT for 304 vs 316 stainless?, Sherman, William
  • Information Bulletin ST-12, Edward Arrington
  • ??? T Eric Gillham are you still here???, Edward Arrington
  • Re: Timber Rivets, Kris Hamilton
  • Nails, Gobo, Gina
  • Holddown Eccentricity, SEConsultant
  • Retaining walls, JGPE1
  • plaster wall as substrate for tile, Dan Vines
  • required live load for bank lobby, Dan Vines
  • Looking for EOR of Town Center Mall - Palm Desert California, SEConsultant
  • Building Inspection Services Needed, SEConsultant
  • Archuletta? Los Angeles Based Architect, SEConsultant
  • Software/hole in plate, Ajay Ray
  • Re: Office Communication Challenges, Greg Smith
  • Special Moment Resisting Steel Frames (SMRF), Elly rejuso
  • Concrete Carbon Wrap, James Lane, P.E.
  • Concrete Beam Bearing Length, Chris Towne
  • Reliability/Redundancy Factor, npitera
  • INFILLED FRAMES, satd
  • Vision 2000, Charley Hamilton
  • Shear Wall W/ Wood I-Joist Rafters, Richard Lewis
  • Post-tensioned slabs on grade - need advice, Jim Bailey
  • Hold-down eccentricity, RShreenan
  • Firewall Construction, Jenkins Engineering, Inc.
  • Re:Wood I-Joist Rafters, Chanel1096
  • Flexible steel diaphragm cantilever?, Sherman, William
  • Bent column, Jesse D. Moore
  • RE: STRUCTURAL ENGINEERING MAGAZINE, FERGUSON, GREGORY N
  • Information on "flourogold" slide bearings, Michael Sloey
  • Information on "flourogold" slide bearin, Roger Turk
  • Comp: Networking the Intelligent Home, SEConsultant
  • Fwd: Live Webcast of the Greatest Engineering Achievements, Rbengrguy
  • Abstract to the Concrete: A new house in Tennessee, er Texas, SASQUAKE
  • Testing the waters in Court, SEConsultant
  • Re: Comp: Networking the Intelligent Home, Dick Dunbar
  • Re: UBC/LA City Code and Lateral Design Forces, GEOHAK
  • Suggested Reading, Rbengrguy
  • 1994 Table 23-I-F, Mark D. Baker
  • Steel Connection Design Costs, Paul Feather
  • Discovery Channel, Ido Shimony
  • !997 FEMA 273 Guidelines Overturning Problems, FEMCCLURE
  • [no subject], Kurt Lindorfer
  • Epoxi properties., Rodrigo Lema
  • FW: Steel-Detail: Calculations, BILL PULYER
  • J & L Steel, Zachary Goswick
  • RE: UBC/LA City Code and Lateral Desig, Roger Turk
  • Re: UBC/LA City Code and Lateral Design, GEOHAK
  • RE: A wish, Baltar, Joe MR
  • Re:, GEOHAK
  • Re: Economic loss and EOR liability, GEOHAK
  • Re: Negligence per se ( another misconception), GEOHAK
  • Re: Damage Claims, Christopher Wright
  • Re: Negligence per se ( another misconce, Roger Turk
  • Re: Comp: Networking the Intelligent Hom, Roger Turk
  • Re: Damages to reputation v damages to property, GEOHAK
  • UBC Queston -Water Storage Welded Steel Tank Site on Hayward Fau lt location, Lakhani, Sid
  • forklift vs. crane column, David Handy
  • aci 318, David Handy
  • RE: UBC Question -Water Storage Welded Steel Tank Site on Hayward Fault location, Sprague, Harold O.
  • "Hold-Down Eccentricity and Capacity of the Vertical Wood Member", Terri
  • UBC Queston -Water Storage Welded Steel Tank Site on Hayward Fault location -Reply, Bill Wilbanks
  • Retrofit Involving Steel Joists, Polhemus, Bill
  • Brick Walled Warehouse, PeckEngineering
  • Hold-Down Eccentricity and Capacity of the Vertical Wood Member, Terri
  • Steel Joists - Shop drawing review, Edward Jonson
  • FW: Urgent help required regarding combined stresses above yield, Dave Meney
  • Re: aci 318 Seismic provisions, marfra
  • 10 TOn Crane Design!, Ajay Mallik
  • UBC zone 2 wall-frame int. systems, Panos Trochalakis
  • Firewalls(for preventing fire propogation), RajSTC
  • RE: Firewalls(for preventing fire propagation), Sprague, Harold O.
  • Re: EOR and Damages, GEOHAK
  • Steel connection sofware - QUICK-CONNECT, nattamai mohanram
  • Re:, GEOHAK
  • Re: EOR, Damages ...and the dreaded disciplinary actions, GEOHAK
  • Confinement Reinforcement Spacing, npitera
  • Plaster, MRodrig273
  • Re: please help me to leave this site, jean carlos
  • Shelf Angles, Zachary Goswick
  • Free DSL Service, Aswin - JPS
  • Re: What means EOR?, Fountain Conner
  • Off-subject(?): Indiana PE exam(s), Jack_Creviston
  • RE: California SE exam, Albert Meyer
  • Question concerning the Special Civil/Seismic Principals & Engine ering Surveying Examination, Andrew H. Miller
  • diaphragm deflection, seaint-return
  • New york bookstores, marfra
  • [no subject], satd
  • Design of SMRF, satd
  • SE Examinations, Ron O. Hamburger
  • RE: WOOD: Lateral Design Software, Caldwell, Stan
  • Grade 8 Bolts, Fountain Conner
  • NEHRP Maps, Scott E Maxwell
  • RE: Grout Strength, Sprague, Harold O.
  • deadman design, Fitzgerald, John
  • Wood shrinkage, JPRiley485
  • FHA Publications, Jenkins Engineering, Inc.
  • Wood Analysis Programs, merrick group
  • Wind Pressure Coefficient, Cq, Question., SDGSE
  • Re: WOOD: Lateral Design / Link to Testi, Roger Turk
  • EOR and Construction Defects, GEOHAK
  • Seismic Publications and Sites, Peter Lam
  • Underhung Crane Design - Lateral Forces, Bobby Jenkins
  • Re: Engineering services in CA, David Hall
  • Steel ARCH Question, TahirQ
  • Pool Framing, Randy Diviney
  • RE: [StrucTX] Grade 8 Bolts, Charlie Carter
  • Need Recommendation for Chicago Based Architect for Residence Remodel, SEConsultant
  • Tenant Improvement, FSRahbar
  • Re: OSB sheathing exposed to wet and dry climates, Elly rejuso
  • ST-12 Bulletin, M.J. Huszcz
  • questions regarding transite roof decking, Robert W. Williams
  • Slab on Grade, Argue and Associates
  • 2000 SEAOC Convention, Constantine Shuhaibar
  • Concrete Floor Cracks, E.B.Davison, P.Eng.
  • Transmission Line Tower Foundations, ARW
  • Fw: [wind_haz_mit] Re: Fw: Wind Pressure Coefficient, Cq, Question., JCohen
  • Concrete Floors on Ground, Dick_Roberts
  • Woodworks 2000 is shipping, SEConsultant
  • Software Developers participation in list discussions, SEConsultant
  • Mail Delivery Problem to Irwin Romel, SEConsultant
  • Need help from San Jose and Pleasanton Plan Checker, SEConsultant
  • How about a private listservice for Plan Check Engineers?, SEConsultant
  • Why make any discussions private?, GEOHAK
  • 1997 UBC Interstory Drift Requirements for Glass Cladding, FEMCCLURE
  • Old bridges and rivets, David Handy
  • Off Topic, Are you a flamer?, Fountain Conner
  • Floor Vibration, Acie Chance
  • Ice Expansion Force, Daniel A. Estabrooks
  • Mat Foundations, Chanel1096
  • bins, hoppers, silos and bunkers, KSP
  • Welding material of different thickness, David Evangelista, PE
  • Old bridges and rivets (again), David Handy
  • Ice expansive force, James Allen
  • RE:SE Exam, Ron O. Hamburger
  • off topic - excel question, KSP
  • Basketball Backboards, La Count, Curt
  • removal, Mvpsc
  • Project Engineer wanted, Discoe, Maia
  • New California State Architect, fturner
  • Re: How about a private listservice for, Roger Turk
  • Reliability/Redundancy Factor p, Tom . Hunt
  • Steel shop drawing review & stamp, James Allen
  • [OT] [JOKE] Miscommunication, Roger Turk
  • Steel Lead Time, Randy Diviney
  • Lead time for steel, Randy Diviney
  • RE: Lead time for steel JOISTS, Polhemus, Bill
  • Wind load on open box, James Lane, P.E.
  • [no subject], Rick . Drake
  • RE: Area separation walls, Sprague, Harold O.
  • FEMA 310 vs FEMA 178, SASQUAKE
  • ICBO ER, james korff pe pmp
  • Minimum Column and Girder Sizes, Roy Sharif M. Sison
  • [no subject], amsaadi
  • Implications for Earthquake Risk Reduction in the United States from the Kocaeli, Turkey, Earthquake 8-17-99, SASQUAKE
  • A Load by any other name . . ., SASQUAKE
  • Stamping by SE vs. CE, Steve Uthoff
  • Plz. type in the subject of your e-mail, EDLStruct
  • Printing htm Pages, Richard Lewis
  • Joist web sizes, Robert Rollo
  • MRF - WF bm & pipe col, Dave Evans
  • MARCH - SEAOSC Orange County Dinner Meeting, David Pomerleau
  • accelerographs, Panos Trochalakis
  • RE: SEAOSC March O.C. Dinner Mtg --- DON'T MISS IT !!!, David Pomerleau
  • Stack bond on Calif. Schools, Rick Byrd
  • CE vs IT, Crazy Al
  • enercalc problem?, seaint-return
  • Details for a beam B 20 X 59, Arvind K. Bisarya
  • Re: UBC, npitera
  • ATC-50 Seismic Grading System Presentation 3/9, Becker, Rick
  • X-ray equip and surgical light supports, John Riley
  • effective flange width for concrete box girder, Eric Lindquist
  • Threaded Rod Data, Barry H. Welliver
  • Re: seaint Digest for 4,5,6 Mar 2000?, Dick Dunbar
  • MS Project 2000, Joseph Harouni
  • a story, G. Bunkers
  • Enercalc Problem - Network setup, Edward Arrington
  • Feelin' California, Philip T. Hodge
  • effective flange width for concrete box, Roger Turk
  • Shop Drawings, Mark Gilligan
  • SEAINT Digest March 4th and 5th, Dario Romano
  • Residential Seismic Retrofitting Tax Credit, Barry H. Welliver
  • RE: INERNATIONAL DAY OF THE WOMAN, Polhemus, Bill
  • engineering books, Vyacheslav Gordin
  • RE: INTERNATIONAL DAY OF THE WOMAN, Dee Henrie
  • RE: B sections, Matthew Jordan
  • RE: Seeing the my sent e-mail, gharris801
  • ...no subject..., Arvind K. Bisarya
  • shear wall blocking, John Fulginiti
  • Fwd: CE vs IT - IT HAPPENS, Rbengrguy
  • 14B17.2 properties, KSP
  • Enercalc, Madden, Gerard
  • Re: Shop drawings: who's responsibility?, GEOHAK
  • horiz. diaph. blk'g., Mark Baker
  • FEMA 310 vs FEMA 178. (Is FEMA 310 Prestandard ready for Prime Time?), FEMCCLURE
  • Eurocode question, Rodrigo Lema
  • Re: FEMA 310 vs FEMA 178. (Is FEMA 310 Prestandard ready for PrimeTime?), Charles Greenlaw
  • Retaining wall programs, KSP
  • Test to see my e-mail (DELETE), Joseph Harouni
  • CA State Engineer, Becker, Rick
  • Pile Cap Design Guidance, Bobby Jenkins
  • Grade 50 Steel, Jim Kestner
  • Re: The roof is still up there, Kris Hamilton
  • Sloping Beam, Larsen, Trevor
  • PT SOG on expansive soil, MRodrig273
  • [no subject], Williston L. Warren, IV - S.E.
  • Re:, jshipp
  • Re: Visual Analysis User's Group, Richard Lindenberg
  • Blast Resistant Doors, Polhemus, Bill
  • Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Teresa Dellies
  • H-Piles Cap Plates, Olive, Harry
  • Natural Frequency of Billboard, PEC - Lake City
  • Libraries of FEM subroutines, Jose Paixao
  • Shop drawing review stamp, KSP
  • NERDS, Rbengrguy
  • Re: Bridge nerds (was CE vs IT - IT HAPPENS), Christopher Wright
  • PL stair stringer, Brad Friederichs
  • 2000 Conference, vicpeng
  • Loads on Buried Pipes, Ritter, Mike
  • Shop Drawing Review (approval), E.B.Davison, P.Eng.
  • Re: Bearing on Exist. Clay Tile Wall?, Nels Roselund
  • Rebar Mechanical Splices, Acie Chance
  • WM.Colors.AK Virus possibly received from seaint group, Discoe, Maia
  • Seismic Zone, Gobo, Gina
  • Thanks, Acie Chance
  • Buried Pipe Demands, mkrakower
  • FIRE RATING QUESTION, TahirQ
  • RE: WM.Colors.AK Virus possibly received, Roger Turk
  • Expert witness fees, Jim Sadler
  • Engineer humor, Rhkratzse
  • Charles Greenlaw's Comments on FEMA 310 vs FEMA 178 (Is FEMA 310 Prestandard ..., FEMCCLURE
  • Performance/Ductility, satd
  • Receipt of 3/14/00 4:29 PM message, TBenson
  • vertical control joints in long CIP concrete shear walls, Dave Evans
  • composite and non-composite steel beams-curved in plan, Sandip Guha
  • [no subject], seaint-return
  • Re: SEAINT Home Page, Marcelo Picarelli
  • RE:, Polhemus, Bill
  • RE: Wood Shearwall, Sprague, Harold O.
  • OHBDC-nail laminated wood deck, David Handy
  • Re: Charles Greenlaw's Comments on FEMA 310 vs. FEMA 178 (Is FEMA 310Prestandard ..., Charles Greenlaw
  • Re:, c2
  • RE:, Polhemus, Bill
  • Quality Control Manual, Polhemus, Bill
  • Oil Storage Tank Design, John Schenne
  • Statute of Limitations, Jim Persing
  • Precast Moment-Frame Lateral Systems in Zone 4, Attila Beres
  • beam splice - full pen weld requirements, KSP
  • Reinforced Concrete Design Question, Lakhani, Sid
  • Heat-straightening of Structural Steel, John Riley
  • ASCE Forensic Seminar, May 12, 2000, Irvine, CA, SCHFUN
  • Trivia - RKO Pictures, SEConsultant
  • AISC Certification, Roger Turk
  • Satellite Dish, Alexander Gutierrez
  • 2000 International Building Code with or without USGS/FEMA/BSSC Design CD-ROM, FEMCCLURE
  • Re: Statute of Limitations and more..............., JGPE1
  • Ventilation shaft and Head House, David Hall
  • Gyp. Board Screws, Richard Lewis
  • Post-Tensioned Flat Plates, Hasan Hindawi
  • off topic (humor), Paul_Reilly
  • Wind Load on Buildings, RajSTC
  • Jib Cranes, James F Fulton
  • Prefabricated trusses using 4X4 members, MRodrig273
  • Large eave overhang, Richard Lewis
  • re:2000 International Building Code with or without USGS/FEMA/BSSC Design CD-ROM, merrick group
  • AISC's Metric equiv. of WT13.5X51, Edward Arrington
  • Concrete Joist Shear, Barry H. Welliver
  • Cast Earth, Alex Nacionales
  • RE: Slab Curl, Charles Espenlaub
  • AISC's Metric equiv. of HSS, Sherman, William
  • Web Openings, Bruce Y. Zhong
  • Engineers involved with UBC, RajSTC
  • RE: Web Openings (software for), Charlie Carter
  • Omega Factor, Tom . Hunt
  • [no subject], Daley, John
  • Rebar in members resisting earthquake force, Soojin Hur
  • Concrete bearing Edge Distance, Chanel1096
  • AASHTO 3.24.4, Edward Arrington
  • High Strength Concrete, Allan Yango
  • RE: 4 Way Flat Slabs, Daley, John
  • RE: 4 Way Flat Slab, Daley, John
  • Pouring Long Walls, Jim Kestner
  • Inverted Umbrella Concrete Roof Structure, Jenkins Engineering, Inc.
  • Quick/Easy Question for Seismic List, Ritter, Mike
  • What is sunset meeting?, EDLStruct
  • Code question on wind loading, Jim Sadler
  • Story drift limitations, Dan Morrow
  • ASCE Compatible wind speed maps, Paul Feather
  • Remove from list, Carlos Manuel Ferrer Gisbert
  • EBF in two directions, JANELLE L. PERRY
  • Thy Kingdome Go: KINGDOME IMPLOSION, Doug York
  • More problems with the 1997 UBC, Searer, Gary
  • Fiberglass Guys, RainCat1
  • Plate vibrations, Jose Edward Rodrigues Cristiani
  • Recall: What's new at www.seaoc.org, Mark E. Deardorff
  • Wood Connection Question, Roger Turk
  • Permeability of concrete, nattamai mohanram
  • copper properties, Panos Trochalakis
  • Video of Kingdome Implosion, Caldwell, Stan
  • Factory Mutual Span, Richard Lewis
  • Glass Block Walls, Gobo, Gina
  • UBC Load Combinations, Tom . Hunt
  • Ev in UBC Equation 12-5/12-6, Julian Chu
  • RE: Space Frame System, Armijo, John J (PWCSD 273)
  • Double angle Torsional Constants, Zachary Goswick
  • Anchor in Bending, Vyacheslav Gordin
  • Composite steel beams with metal deck slabs, marfra
  • Anchors in Bending Revisited, Vyacheslav Gordin
  • Welding Aluminum, Paul Feather
  • Millennium Dome in London, "9424163 정석창"
  • AISC Seismic Provisions, Tom . Hunt
  • Washington State Timber/Marine Codes, vicpeng
  • high shear in filled metal deck diaphragm, Dave Evans
  • NDE Testing of grouted Multi-Strand PreStressing Tendons, KRALIK Georg -NUCLEAR
  • RE: copper properties - a reference, Daley, John
  • NEW at SEAOC Seismology, Mark E. Deardorff
  • Texas Twisters, Caldwell, Stan
  • stapled sheet metal blocking (wood diaphragm), Yousefi, Ben
  • Old Concrete Repair Question, MSSROLLO
  • RE: Cantilevered Glass, Caldwell, Stan
  • Job Opportunity, Rick Byrd
  • X Bracing - Design Procedure, nattamai mohanram
  • details and nuances, Dana Michele
  • steel and concrete zones in the u.s., Dana Michele
  • the best calculation and analysis program, Dana Michele
  • NAVFAC Criteria Publications, Peter Lam
  • AMAZING NEW Aluminum Box Nails, Tom . Hunt
  • Seismic Retrofit of Existing Buildings, dodgen
  • RE: Feed the world www.thehungersite.com, Armijo, John J (PWCSD 184)
  • Flexible Diaphragm white paper from SEAOC, Shafat Qazi
  • Recall: Feed the world www.thehungersite.com, Armijo, John J (PWCSD 184)
  • RE: details and nuances (civil vs. structural vs. architectural e ngineering), Charlie Carter
  • Kuwait / Poland, DAVE HUNT
  • apology, Dionysios J. Pantazis
  • Clarifier grout topping, Brad Hughes
  • mixing anchor bolts size, Dave Anderson
  • to be an american civil engineer, Dana Michele
  • Welding & TI 809-26, Sprague, Harold O.
  • Re: Seismic Provisions, Evan Jorgensen
  • Retaining Wall Applet, Suresh Acharya
  • S P E C I A L A N N O U N C E M E N T, Caldwell, Stan
  • tornadoes: seaoi presentation, Dionysios J. Pantazis
  • Special Concentric Brace Frame Connections, Harper, Mark
  • RE: Retaining wall question, Satish J. Matani
  • Re: S P E C I A L A N N O U N C E M E N T, Vyacheslav Gordin
  • Re: Responsibility to complete projects through construction., Tom . Hunt
  • RE: Twisters, Tornadoes, Twirlies and Dust Devils, Richard & audra
  • Responsibility of the Engineer, mkrakower
  • RE: S P E C I A L A N N O U N C E M E N T, Vyacheslav Gordin
  • Structural Engineers becoming isolated from the design team., SEConsultant
  • Seismology Committee Web page - Rigid/Flexible Part II, SEConsultant
  • Seismology Committee Web page - Rigid/Flexible Part 1, SEConsultant
  • Seismology Committee Web page - Rigid/Flexible Part III, SEConsultant


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