SEAINT Mail Archive 1999 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 2454
  • Re: Wood structure with wood diaprhagm - question on disconntinuity, SDGSE
  • Sheet Piling Vibration Effects, James F Fulton
  • RE: Threaded Stainless Steel Rod, Harold Sprague
  • FW: METRIC - WHAT IS IT GOING TO TAKE????, Antonio J. Arthay, P.E.
  • State Code (DSA vs OSHPD), Eddie Gonzalez
  • RE: Salary Survey, Chad Grinsteiner
  • Galvanized Structural Steel A440, David Hall
  • Re: Parking Garage, PEC - Lake City
  • Re: FW: METRIC, Tom . Hunt
  • architects vs engineers, JPRiley485
  • RE: Metric - what is it going to take???, Darrell Hambley
  • Two-Stage Analysis, Jeff Creagan
  • Re: SEAOC Seismic Design Manual Vol. 1, Daniel Indrawan
  • Re: Question for wood panel at SEAOC Convention, Mark T. Swingle
  • Bridge collapse, AGHBAL YOUNESSE
  • RE: '97 SEAOC Blue book, Mark E. Deardorff
  • Re: '97 UBC Lateral Design - Envelope Solutions???? - Part 1, Seaintonln
  • Re: the bridge in morocco::: 3616 km long reallly???, Greg Smith
  • RE: KeyLat software, Mark E. Deardorff
  • Vehicular Crash Barriers, Hasan Hindawi
  • RE: UCI-CoLA Research, Silva John (sj)
  • Conventional Framing Provisions Inadequate?, NRoselund
  • Re: Northridge Earthquake a Major "Event", fturner
  • clay tile masonry (long), HP14X73
  • Re: Steel Books, Paul Crocker
  • Metric Designation of Wire Reinforcement, Yang, Liao/ANC
  • New SEAOC Executive Office, Ron O. Hamburger
  • RE: Steel in very cold temperatures, Caldwell, Stan
  • Plywood Diaphragm Values, Kipp Martin
  • stiffener welded to tension flange?, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
  • RV: stiffener welded to tension flange?, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
  • =?utf-7?q?RE=3A_stiffener_welded_to_tension_flange=3F?=, =?utf-7?q?Al_Grathwol?=
  • Hand-Calcs vs. Computer Calcs, Dave Adams
  • Hand calcs and Y2K, Paul Martin
  • sprog, JPRiley485
  • RE: Hand calcs vs. computer calcs, Dave Adams
  • Need Senior Structural Estimator, Jim Anderson
  • Engineers, Jim Anderson
  • Removefromlist, Vin Kumar
  • [no subject], Vin Kumar
  • Apology, Paul Martin
  • Seismic Design of Concrete Silos per ACI 313-97, Ed Marshall
  • New e-mail address., JSadler819
  • HELP: Need Pointer to Published Review(s) of Structural Analysis/Design Software, Bill Polhemus
  • RE: HELP: Need Pointer to Published Review(s) of Structural Analy sis/Design Software, Robert Rollo
  • Engineers and Drafters Wanted, J. Karim Hosseinzadeh
  • GR 55 Anchor Bolts, RainCat1
  • Fwd: Serious, JohnOttCE
  • Reinforcement Software, Ido Shimony
  • All Together Now!, ECVAl3
  • RPE Exam, Jack_Creviston
  • UBC 97, Inverted V-bracing, Gunnar H. Isleifsson
  • Virtual Seismology Committee - opinions and suggestions wanted, Seaintonln
  • Link to the past, ECVAl3
  • Re: Rolled Wide Flange Beams to Trolley Around Corners, Paul Martin
  • RE:Eng.Song, ECVAl3
  • Timber Retaining Wall, cantilever embedment, Paul_Reilly
  • UCBC Open Forum, David L. McCormick
  • Glulam arch (Was: Re: Seismic load path), Rick Burch
  • listserve removal, Roseanne Sciacchitano
  • Re: Virtual Seismology Committee, Seaintonln
  • FW: S beams, MKnight
  • RE: Concrete Masonry Load Bearing Buildings, Khosrownia, Ghassem SPK
  • SOIL DENSITY - COMPACTION TESTING, Mark Trimble
  • Cost for review of drawings, David Handy
  • Internet hoaxes, Chilton, Dave/ANC
  • RE: Computer model with tension only bracing??, Robert Rollo
  • Computer model with tension only bracing, Roger Turk
  • MSC - software surveys, Ed . Haninger
  • Re: 1997 UBC Section 1633.2.9.3, Byainc
  • Master-Slave Joint, Francis . Ang
  • Super P, Harold Sprague
  • steel stud products, Francisco Duarte
  • Test- Please delete, Armijo, John J (PWCSD 273)
  • R U going to ASCE Wind class in Atlanta?, PEC - Lake City
  • [Q]: Seismic bearing capacity of dense saturated sand ..., Rangelow, Peter IKS
  • Re: Federal building code future, sasquake
  • Re: Completly shearing a building (also answer to perforatedshearwalls) -Reply, sasquake
  • remove from list, Niaz A. Nazir
  • Re: Concrete in wall, what for?, sasquake
  • STRUCTURAL DETAILS Drawings, TahirQ
  • Brief Engineer Humor, Caldwell, Stan
  • Re: Completly shearing a building (also answertoperforatedshearwalls), sasquake
  • Re: Seismic zones and design values in Mongolia, sasquake
  • more engineer humor, Bruce Westermo
  • costs arquitectural and structural plains, juan tamasco
  • SOFT STORY, SEAOC SEISMIC DESIGN MANUAL #4, Mark Oakford
  • Re: Salary Survey - Realty Check, sasquake
  • Re: Salary Survey - The FEE or not the FEE, sasquake
  • Re: 97 Code is a Life Safety Standard - Proverbs, sasquake
  • Re: Long term effect of concrete esposed fual oil, murat erbas
  • Steel frame wind resistance, Randy Diviney
  • SEAW Application, Gobo, Gina
  • file types, Greg Smith
  • Composite (Steel Beam to Concrete Slab) Beams, Gerard Madden
  • Gusset plate and flitch plate design data, JGPE1
  • Two Spreadsheet Questions, Seaintonln
  • Duct Saddle Support, Blomberg, Paul
  • Re: Residenitial design & Rigid diaph. spreadsheet, Hsun-Aoiang Lee
  • Sloped metal deck diaphragms, David Handy
  • 97 UBC Drift: ASD vs Strength Design, Larsen, Mark
  • STAAD, Chris Towne
  • Enercalc 5, Gobo, Gina
  • Shim Plates, Moore, Danny
  • [no subject], David Evangelista, PE
  • Re: stainless welding, Christopher Wright
  • RE: stainless steel & welding electrodes, Harold Sprague
  • Finishing a curved ceiling - need some advice, Seaintonln
  • Re: LLC Discrimanation, Fountain Conner
  • ASCE Forensic Engineering Technical Group, Los Angeles, SCHFUN
  • DRAPER PRIZE, Rbengrguy
  • Codes, vicpeng
  • SEAOSC Steel SCBF Seminar - November 3rd, Mlcse
  • Eurocode, Antonio Arthay, P.E.
  • WELDING: Inspection of Plug Welds in Primary Member Connections, Bill Polhemus
  • 1997 UBC Lateral Design Spreadsheet, Seaintonln
  • Re: WELDING: Inspection of Plug Welds in Primary Member Connections, hmorera
  • Wind loading, Bohm, Gabriel
  • FW: Seismic Overturning & Response Spectrum Analysis, Ed Marshall
  • vibrations from railroad, Friis, Donna
  • NAVFAC Manuals (Foundations & Soils), Eddie Gonzalez
  • Looking for Structural Engineer, James Lane, P.E.
  • Gyp shear wall performance, merrick group
  • Wood Truss Repair Course, Frank Woeste
  • Dual System, Richard Lewis
  • A-618 Steel, Todd Blake
  • New 97 UBC Spreadsheet - Delete file sent on 10/14/99, Seaintonln
  • Wind Loading - The Sequel, Bohm, Gabriel
  • gyp board testing web site addresss, merrick group
  • Fw: Confirmed virus warning, vicpeng
  • 7.0 Landers Aftershock, Seaintonln
  • hardiframe, chuckuc
  • [Fwd: 7.0 Hector Mine EQ was[RE: 7.0 Landers Aftershock], Joe McCrate
  • USGS Updated Bay Area EQ Probabilities Report, Joe McCrate
  • UCBC (UCEB) Open Forum - October 25, David L. McCormick
  • RE: Stone Attachment Q, Harold Sprague
  • specifications lateral loads in rails of footbridges, Cesar Freddy Gil
  • [Fwd: 7.0 Hector Mine EQ was[RE: 7.0 Lan, Roger Turk
  • Does anyone remember how to Posting Files for retrieval by Listmembers, Seaintonln
  • SEAint Online - need help from the virtual community., Seaintonln
  • LRFD DESIGN SEMINAR, Rbengrguy
  • The Hector Mine Earthquake 10/16/99, ( 7.0 Landers Aftershock), FEMCCLURE
  • Fw: [wind_haz_mit] Fw: Wind loading, JCohen
  • UBC shearwall reinf., Panos Trochalakis
  • ANSI/AWS D1.1-96, nsickler
  • River Loadings, Tom . Hunt
  • TABLES FOR METRIC SHAPES, Arvind K. Bisarya
  • Re: TABLES FOR METRIC SHAPES, Tom_Cummings
  • mtl stud/pw, Mark D. Baker
  • Announcement: 97 UBC Lateral Design Spreadsheet, Seaintonln
  • A question about evaluating an existing wood structure, Scott Maxwell
  • A question about evaluating an existing, Roger Turk
  • Washington State Board of Licencing, vicpeng
  • nonbuilding structures, Mark D. Baker
  • Re:quest of old wood roof, merrick group
  • The Hector Mine Earthquake, 10/16/1999, sasquake
  • Software download site problem, Seaintonln
  • 97 UBC Lateral force on elements of structures, Sam young
  • Trailers, Rodrigo Lema
  • Connection Responsibility, Steve Powell
  • Wall Anchorage to Flexible Diaphragms, Lutz,James
  • California D.S.A. & Column Anchorage, Dave Adams
  • Steel Certification, Robert Rollo
  • DYNAMIC ANALYSIS VS STATIC ANALYSIS, Arvind K. Bisarya
  • Gunite in High Temperature Application, Fountain Conner
  • Re: FCC to re-examine ?modem tax?, Christopher Wright
  • RE: FCC to re-examine ?modem tax?, FERGUSON, GREGORY N
  • TiltVIZ -- a easy use but powerful panel lifting analyz program free download available, sam lee
  • OSSPAC Resolution to Recommend Seismic Zone 4 for Entire Oregon Coast: Part 2, sasquake
  • 94 UBC CD ROM- Question for magnified printing, Lakhani, Sid
  • Re: Hector Mine Earthquake MMI, peak accelerations, etc, Becker, Rick
  • Fwd: Superstructures media opportunity, Rbengrguy
  • Re: Sept. Taiwan Earthquake, Sadre
  • ASTM F1554 Grade 105 Anchor Bolts, Nick Bassar
  • Office size Scanner, EDLStruct
  • Spreadsheet Continuous Beam Analysis, Blake Haley
  • Atlas Program, Blake Haley
  • Concrete Diaphragms - PT, Jeff Creagan
  • San Diego damage from the Hector Mine EQ????, Constantine Shuhaibar
  • Structural Adhesives, Fountain Conner
  • SEAONC November Newsletter is posted, Constantine Shuhaibar
  • AASHTO and ultimate stress conc. design, Gilligan
  • Concrete vs. Steel, Scott Maxwell
  • Simpified Plate Analysis, Caswell, Philip J
  • RE: Simplified Plate Analysis, Lutz,James
  • RE: 1997 UBC ICBO seminar-wall anchorage, Lutz,James
  • galvanized steel with concrete, Chris Towne
  • Office scanner, Ian G. Robertson
  • Roof Trusses, Peter Lam
  • Fwd: Re: Science Live SKYSCRAPERS !!!, Rbengrguy
  • Fonts for Acrobat to view USACE Manuals, Eddie Gonzalez
  • There's fungus among us., RShreenan
  • RE: Engineering title, Dave Adams
  • Design Codes evolution, Adolfo Galvez
  • What's New at WWW.SEAOC.ORG, Mark E. Deardorff
  • 2000 SEAONC Winter Seminar, Constantine Shuhaibar
  • Re: Fungus among us, RShreenan
  • mathcad 8, Greg Smith
  • Submitting Spreadsheets, Mathcad to SEAINT and SEAOC for general use., Seaintonln
  • Progressive Collapse, Marc S. Barter
  • Remove my name from list, jandrs
  • USACE Manuals, Eddie Gonzalez
  • FW: Workshop on Seismic Safety of Existing Buildings, Smith, Ted
  • FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundation Underpinning Technology, Bill Polhemus
  • RE: FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundatio n Underpinning Technology, William Keil
  • rho or omega?, Darrell Hambley
  • RE: Post-tensioning, Lutz,James
  • Rigid Diaphragm supporting soil, Joseph M. Otto, P.E.
  • 2000 UCEB Deadline, Becker, Rick
  • Invitation to a Lecturer/s, Melbec
  • Z factor definition, Bob Hanson
  • Z Factor in UBC94, James Lin
  • Lightbulb, Bill Polhemus
  • Flitch Beam, John Schenne
  • Fwd:11/18/99 Lunch Meeting CELSOC-LA, TBenson
  • RE: Architectural Engineering Degree, William Keil
  • 10/lw term in calculation of rho, Dan Morrow
  • Architectural Engineers, Sue Davis
  • FENCE WALL, NDZ28
  • Harbour Cay Condominium Collapse, Glenn Otto
  • Flexible Equipment and Vibration Isolator, Satish J. Matani
  • conference information, ±è¾ç¼ö
  • Re: Rules for submitting software... and a more from my soapbox!, Seaintonln
  • AE's, Sue Davis
  • #2 Pencil and PE Exam, Connor, John A NWK
  • site specific spectrum vs. published curves, Khosrownia, Ghassem SPK
  • #2 pencil, ASQUILALA
  • Suggestted Modification to List FAQ, Shafat Qazi
  • Notched Wood Beam, Larry Hauer
  • GREATEST STRUCTURAL ENGINEERS, Rbengrguy
  • Rule Change, Robert Shaffer
  • Proposed Change, DECATOR, DENNIS
  • Architectural Engineering, Zachary Goswick
  • Bracing the compression flange on steel beam?, Andy Costello
  • Need Calif. S.E., Jim Kestner
  • ERRATA SHEETS, NDZ28
  • Compression flange bracing, Lutz,James
  • Re: roof deck wind screen, Fariborz Tehrani
  • Re: Suggested Modification to List FAQ, Fariborz Tehrani
  • Vol.1 errata, NDZ28
  • List Rule 23, JPRiley485
  • FW: TECHNICAL BRIEFINGS ON THE TAIWAN EARTHQUAKE, Becker, Rick
  • Roof Live Loads, Dave Adams
  • RE: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, Charlie Carter
  • Steel section properties Circa 1901, Glenn Otto
  • Loads,load factors and load combinations, Ivan Lippi
  • Cambria Steel, Fredericks, Douglas/SAC
  • Structural Engineers Assoc in Nevada & Utah, structech
  • Concrete for offshore structures, M. A. Mufti
  • Historical UBC editions, BCainse
  • Structural Engineer License in California, JPZOSOlz
  • MEHDI BANAZADEH, mehdi banazadeh
  • Cable Allowable Load, Glauco
  • Calif. S. E.'s, Jim Kestner
  • Salary Survey,fiasco,verboten,cut the crap, What do you make?, Peieng5590
  • Dangerous Silicon Valley Tilt-ups?, Gil Davis
  • Interior residential walls - clearance from concrete????, Seaintonln
  • Re: Salary Survey,fiasco,verboten,cut the crap, What do you mak, Christopher Wright
  • Architectural Engineering Degree Programs, Caldwell, Stan
  • REBARS : ASTM A 615 GRADE 60, alfonss
  • FIXING RENTRANT CORNERS ON BEAMS; ANY IDEAS OUT THERE ?, Rogers, Robert
  • FIXING RENTRANT CORNERS ON BEAMS; ANY ID, Roger Turk
  • Wood Design Spreadsheet - Freeware, Seaintonln
  • Steel base plate thickness???, Lloyd Pack
  • Swinging Chandelier?, DRPFLY
  • Re: Historical UBC Code CDs, BCainse
  • Re: Column Base Plate Design, BCainse
  • overseas employment, Engr. Rios Prado
  • Rich & Dottie Foth on Egypt Air 990, Michael D. Brooks
  • Compatibility of AutoCad with Microstation J, Vince Yu
  • Rho in Diaphragms, Gerard Madden
  • system file structure, Greg Smith
  • STRUCTURAL FEES QUESTION, Pablo Arrieta R.
  • Double Sheathing for Wood Shearwalls, Ed Greig
  • ACAD MONKEY (Hope This Doesn't Get Me Tossed), Bill Polhemus
  • ENGINEERING HUMOR: ACAD Monkey, Bill Polhemus
  • COST OF STRUCTURAL ENGINEERING...., Pablo Arrieta R.
  • FORENSICS: World Trade Center Bombing, Bill Polhemus
  • Cal Poly Architectural Engineering Degree, Keith De Lapp
  • Modification to Rules, Keith De Lapp
  • Need recommendation for SE in Israel, Seaintonln
  • Code History and Philosophy, sasquake
  • CHILE STRUCTURAL FEES, Pablo Arrieta R.
  • CAMPAIGN FOR THE INDEPENDENT STRUCTURAL REVIEWING FOR BUILDINGS PROJECTS IN CHILE, Pablo Arrieta R.
  • Microsoft's New Keyboard, Roger Turk
  • Flare Groove Weld, Balmer, James A
  • Base Isolators, Francis . Ang
  • En: Compression flange bracing, Ivan Lippi
  • NAVFAC P-355, Nicole Stoudt
  • ubc 1985 ..... ubc 1997, mehdi banazadeh
  • concrete parapet, Randy Hamilton P.E.
  • Epoxy (et al) Injection, Robert Rollo
  • Near source factor for City of Newport, Oregon, Yang, Liao/ANC
  • Reminder: ASCE Forensic Eng. Meeting Nov 9, gberghouse
  • '97 UBC Spreadsheet Bug notice, Seaintonln
  • MicroStation J, DECATOR, DENNIS
  • JOKE, Fountain Conner
  • RE: Cal Poly, Matthew Jordan
  • HOW'S YOUR LOVE LIFE ?, Bogdan
  • Re: Near source factor for City of Newpo, Roger Turk
  • Metric Steel Shapes, Mark Rodgers
  • Wind-tunnel tests, Bohm, Gabriel
  • November 10th Orange County Dinner Meeting, David Pomerleau
  • How's Your Love Life, Vyacheslav Gordin
  • Marketting in Small Firm Vs Big Firm, Crazy Al
  • WHO'S WHO ?, Bogdan
  • FEES - STRUCTURAL ENGINEERS, Pablo Arrieta R.
  • PEER - STRUCTURAL REVIEW, Pablo Arrieta R.
  • 12WCEE, Pablo Arrieta R.
  • Chile´s Campaign for independent structural reviewing, Pablo Arrieta R.
  • The real Cal Poly, Williston L. Warren, IV - S.E.
  • RE: WHO'S WHO? (Titles mean something!), Dave Adams
  • FEMA Publications, Constantine Shuhaibar
  • Wood Diaphrams, Scott Maxwell
  • FEMA # Thanks, Constantine Shuhaibar
  • EQ loads on temp. structures?, Peterson Brian A PSNS
  • Junior High Bridge Building, Novak, Dan
  • RE: WHO'S WHO? (Titles mean something!): Engineering vs Code-Gine ering, Dave Adams
  • RE: (Titles mean something!) Paul C., Dave Adams
  • Resultant Seismic Force, Vyacheslav Gordin
  • ASCE Architectural Engineering Institute, Becker, Rick
  • STRUCTURAL LICENSE REQUIRED ON SIGNIFICANT STRUCTURES IN OREGON, sasquake
  • Fw: URGENT! READ IMMEDIATELY, vicpeng
  • Arlington Road, Greg Smith
  • FEMA Documents, Allan Yango
  • Weekend Special, Yank2002
  • FEMA 273 and 274, FEMCCLURE
  • Prescribing "Immediate Occupancy" Using FEMA 273 and FEMA 310, FEMCCLURE
  • Engineer Title ABUSE, Rbengrguy
  • [no subject], Bogdan
  • Fee for Structural Design on Manufactured Product, Fountain Conner
  • Fee for Structural Design on Manufacture, Roger Turk
  • TS moment connection, Jesse D. Moore
  • Need information on Hay Bale Homes, SEConsultant
  • EQ effects on retaining walls, Mark D. Baker
  • Hows your love life, Gerard Madden
  • Special Moment Resisting Masonry Wall Frames, Dave Morris
  • pullout of PAF in light gage track, Dan Vines
  • RE: REBARS : ASTM A 615 GRADE 60, Scott A Jensen/SAJ5/LMITCO/INEEL/US
  • Expansion Contraction Joints in concrete, Randy Hamilton P.E.
  • Testing of SMRF Joints, PeckDesign
  • Anchorage to concrete, Randy Hamilton P.E.
  • Trolley with brakes, RajSTC
  • OT: GIS Help, Russel Madere
  • Re: Re: Wood Vaulted Gable Roof Truss Endwall, Richard Lewis
  • excavation bracing, JRHarris
  • Re: GIS Help, JCohen
  • Grade 8 bolts in place of A325 bolts, AnandNene
  • Good-Natured Lawyer Bashing, Caldwell, Stan
  • Pole Foundation Embedment, RajSTC
  • BACKFILL ON CORRUGATE STEEL TUNNEL, Leonardo Zapata
  • Development Length for Prestressing Strand, Mike
  • Pole Embedment-One More Question, RajSTC
  • Re;micropiling and soil nailing, Daniel Indrawan
  • Vehicle Crash Barriers, CanitzCF
  • International Conference on Vibrations, Majid Sarraf
  • Crane Runway Earthquake Loads - Urgent !, Pablo Arrieta R.
  • micropiling and soil nailing, DECATOR, DENNIS
  • Ideas???, Greg Varney
  • drift calculation, 1997 UBC using ASD, Alexander Sasha Itsekson
  • RE: Equipment Vibrations, Sherman, William
  • Symposium on Impact, Friction, Structures & Intelligent Machines, Majid Sarraf
  • engineering software, LYUDMILA GURTOVAYA
  • Reuters Article, Sandy Pringle
  • FEMA 273, Overturning and a possible solution to the problem., FEMCCLURE
  • Re: To Mr. Greenlaw, RajSTC
  • >FW: Italy Collapse of six-story res. apartment building, Casey
  • Re: Pole embedment, 3rd Q., Charles Greenlaw
  • [no subject], Aaron Burkhardt
  • Overseas Designations, Blakely, Bernie
  • REply to "Am I the Only Staad Supporter", MSSROLLO
  • To: phk3388, Fariborz Tehrani
  • Cable grid structures, Carlos Manuel Ferrer Gisbert
  • Dual System - SCBF w/SMRF, Eddie Gonzalez
  • I have asked to be dropped from the list server at least 4 days in a row and many times per day, Frank Linhart
  • New Risa 3d for windows, Gerard Madden
  • Presentation - Geotechnical Aspects of Turkey Earthquake, Becker, Rick
  • P-d effects, Ass. m-r Lile Denkovska
  • Re:, NDZ28
  • Please drop me from the server list, jpd
  • please get me off your list server, jpd
  • please drop me from the list server now please, jpd
  • Re: engineering software RISA - 3D Version 4.0 (Windows), FEMCCLURE
  • [no subject], jpd
  • Re: damage to buildings from nearby quarry blasting, SCHFUN
  • Re:, Christopher Wright
  • [no subject], J. Víctor Tapia V
  • leaving seaint, jpd
  • FREE Seismic Load Spreadsheet, structech
  • Turkey Earthquake, murat erbas
  • ruaumoko, Ass. m-r Lile Denkovska
  • Visual Analysis and Design, Olive, Harry
  • Re: I have asked to be dropped from the list server at least 4 days in a row and many times per day, Tom . Hunt
  • A992 Steel, Blakely, Bernie
  • Effect of anchor bolts sleeve, Sherman, William
  • Japanese Building Codes, Bibbs, David
  • HOW TO UNSUBSCRIBE, Shafat Qazi
  • Neoprene bridge bearings, NRoselund
  • '97 UBC Spreadsheet Data Extraction Tool, SEConsultant
  • Job Opening, Joseph Harouni
  • Re:, Christopher Wright
  • What does "credible" mean?, RoyLevy
  • Re:, Richard & audra
  • Fw: Ed McDermott, Williston L. Warren, IV - S.E.
  • RE: Calculator Structure, Fredericks, Douglas/SAC
  • RE: HP28-S Battery Door Problem, Eric Schreiner
  • Re:, Robert Kazanjy
  • 97 UBC 1633.2.8.1 Out-of-plane wall anchorage to flex diap (concr or cmu walls), Swingle, Mark
  • Flexible Diaphragm Deflection Calculations, SEConsultant
  • 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?, Swingle, Mark
  • Wood Truss Reinforcement, DAVID N. MARTIN, P.E
  • [no subject], tsiknias
  • Re:, Drew Morris
  • Re:, Alejandro Herrera
  • NCSEA Structural Engineering Winter Institute, Benjamin Baer
  • Catenary, DECATOR, DENNIS
  • Catenary Calcs, Peter McCormack
  • QUALITY ASSURANCE References, Wladimir Bassett A.
  • Fall Protection System - Loading, RajSTC
  • Testing Epoxied Anchors, Larry Hauer
  • ASTM C-913 vs. ACI 350, MARK MINTICH
  • RE: 97 UBC 1633.2.8.1 Out-of-plane wall anchorage to flex diap (c oncr or cmu walls), Gerard Madden
  • Go Direct for your Code Questions at seismo-all(--nospam--at)seaint.org, SEConsultant
  • Re: Code Questions, Martin W. Johnson
  • RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, Swingle, Mark
  • Re: Shear Wall Design, BDWOLF123
  • Re: Hp28-S, Alex Nacionales
  • Continuous Monorail, RajSTC
  • Woodworks 2000, AnandNene
  • FW: Buildingteam.com - Your source for PROFESSIONAL DEVELOPMENT INFORMATION part1, DECATOR, DENNIS
  • FW: Buildingteam.com - Your source for PROFESSIONAL DEVELOPMENT INFORMATION part2, DECATOR, DENNIS
  • Re: Shear Wall Design -- (Correction), NRoselund
  • Re: sheqr wall design, merrick group
  • Re: Shear Wall Design / Bill(--nospam--at)AllenDesigns, BDWOLF123
  • dynamic condensation, Waterman Drinkwater
  • AISC Floor plate bending capacity table, plec
  • California SE exam, Nicole Stoudt
  • Re: Shear Wall Design / NOT "Bill(--nospam--at)AllenDesigns", SDGSE
  • Concrete and Steel Piles Rehabilitation., jojosee
  • TEST (Please delete), Rod Exel
  • Re: Shear Wall Design/Billy Bob, BDWOLF123
  • CELSOC Lunch Meeting Tomorrow (11/18/99), TBenson
  • Re: shear wall design; std. of care, Charles Greenlaw
  • Exam US intention, Pablo Arrieta R.
  • Snow Load Analysis, Gobo, Gina
  • Re: Shear Wall Design/Bill, BDWOLF123
  • Fw:, Blake Haley
  • 3-D Loading, Joseph Harouni
  • RE: Fw:, Polhemus, Bill
  • Re: Fw:, SDGSE
  • Re: FW:, Blake Haley
  • ASCE 7-95 Gust Response Factors, Randy Russ
  • RE: Fw:, Polhemus, Bill
  • Galv Nails in P.T. Sole Plates, Paul_Reilly
  • Re: Fw:, Paul_Reilly
  • Re: Civil in AZ, Kipp Martin
  • Allowable Stress, RajSTC
  • Re: strong axis bending, RajSTC
  • galvanized products, Regis King
  • HSS design examples, John O'Brien
  • RE: Std. of Care, Charles Greenlaw
  • 3_D analysis non-parallel walls, merrick group
  • please help me to leave this site, stevedalton
  • Re: Standard of Care v Code, GEOHAK
  • Fw:, vicpeng
  • RE:-gry, Mark Gilligan
  • Another Riddle?!, vicpeng
  • Comparison of RAM Advanse and SAP 2000, Mark Rodgers
  • SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Martin W. Johnson
  • RE: SEAOC seismology opinion regarding 10/Lw factor for calculati ng rho, George Richards, P.E.
  • Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Charles Greenlaw
  • please help me to leave this site- no, on for life, Jim Anderson
  • Masonry Control Joints, Joyce Fuss
  • HDG nails in PT lumber, the . callens
  • Wood Designation Question, James F Fulton
  • RE: SEAOC seismology opinion regarding 1, Roger Turk
  • Key-Hole Base Plate, Blomberg, Paul
  • please redirect my list srever mail, PeckDesign
  • RE: SEAOC seismology opinion regarding 10/Lw factor for calcula, Christopher Wright
  • LARSA98, Eddie Gonzalez
  • RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Rick . Drake
  • expansion bolt icbo approval, Lee Harrison
  • Northern CA Opportunity, Brad Friederichs
  • CONTRACT WITH WHOMEVER?, JohnOttCE
  • Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, NDZ28
  • 10/lw factor and Wood Frame Walls, Ron O. Hamburger
  • Beam Clamps, Gobo, Gina
  • Re: SEAOC seismology opinion (10/Lw), Michael Valley
  • 100k Salary Offer, JPZOSOlz
  • Inclined diaphagms, Alberto Guida
  • Oregon Draft Permanent Rule for Structural Engineering, sasquake
  • LOOKING FOR HOUSENER SELECTED PAPERS, HELP !, Pablo Arrieta R.
  • Dry-Rot Glulam Beam Retrofit, Kevin Kaplan
  • ADAPT software, Scott Maxwell
  • DC Spectral Ordinates, Nicole Stoudt
  • Re: Inclined Diaphragms, T. Eric Gillham PE
  • Need Drafts Person in South Bay CA, Shafat Qazi
  • RE: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, Rick . Drake
  • Happy Thanksgiving, Mark E. Deardorff
  • Fw: needs drafts person, Dave Anderson
  • Re: SEAOC seismology opinion regarding 10/Lw factor forcalculating rho, Fountain Conner
  • Opinions on Algor software, Dario Romano
  • (no subject), LRGrabia
  • Committee on Wood, Ron O. Hamburger
  • Collectors 1633.2.6, NDZ28
  • RE: SEAOC seismology opinion ..., Charles Greenlaw
  • Re: Reliabilitiy - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
  • USGS Professional Papers on the Loma Prieta Earthquake, sasquake
  • TI-809-04 Spectral Ordinates., kassam
  • Opinions about Algor software, Dario Romano
  • Test Message - Please Delete, Rick . Drake
  • 1/3 stress increase for 5 psf interior wind load, Dan Vines
  • Cal.PE Board under fire at Legislature, Charles Greenlaw
  • B-Line Beam Clamps, Jim Warne
  • ASME vs AWS Welding Qualifications, Michael Caron
  • 1/3 stress increase for 5 psf interior w, Roger Turk
  • re: welded moment connections, Arvind K. Bisarya
  • PT Slab On Grade, MRodrig273
  • Beach Sand, Alex Nacionales
  • Re: SEA Membership Inquiry, Constantine Shuhaibar
  • Foundations, Bogdan
  • Plywood Shear Walls, Skarin, Eric
  • SEAOC "The One Page Green Book of Existing Building Structural Evaluation etc., FEMCCLURE
  • Fw: "NEW VIRUS INFORMATION.", plec
  • New SEAOC Roster, Ron O. Hamburger
  • UPDATE 1/3 stress increase for 5 psf int, Roger Turk
  • RE: office live load, William Keil
  • Hello Bogdan D !, Gerard Madden
  • Plywood shear walls with 3x sills..., Dave Adams
  • Re: Reliability - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
  • Re: Reliability - Redundancy, 1997, Section 1630, FEMCCLURE
  • Out of Plane Wall Anchorage, Jake Watson
  • ISSUES IN FORENSIC ENGINEERING 2000, SCHFUN
  • Re: Energy Absorbing Foundation For Manufactured Housing, Charles Greenlaw
  • Re: DeVere (vs. Madden), Bogdan
  • IBC/2000 - Too Much, Too Fast, Roger Turk
  • Effectiveness Date for 2000 IBC and the fate of the UCBC, fturner
  • Wharf Strengthening, fabricio rosales
  • Re: Out-of-plane buckling of arched beams, Fariborz Tehrani
  • RE: Test, Please delete!, Fariborz Tehrani
  • Re: This is a test! Please delete!, Fariborz Tehrani
  • Design of knee braced steel frame for support of a crane on a trolley, Simon Solorio
  • RE: Design of knee braced steel frame for support of a crane on a trolley, Khosrownia, Ghassem SPK
  • RE: Design of knee braced steel frame for support of a crane on, Christopher Wright
  • Structural glass design, Fariborz Tehrani
  • Code Change Consensus Process, Kris
  • Re: SEAOC "The One Page Green Book of Existing Building Structural Evaluation..., FEMCCLURE
  • Shafat: Auto replies?, Robert Rollo
  • Re: Energy Absorbing Foundation For Manu, Roger Turk
  • Seismic Code Protests, Charles Greenlaw
  • UBC 1997 Section 1634.5, Simon Solorio
  • Words of Wisdom Wanted, Richard Lewis
  • PLYWOOD REDUNDANCY SHEAR WALL -NOT BAD, merrick group
  • Computation of story strength, satd
  • thought, Ass. m-r Lile Denkovska
  • [no subject], James Allen
  • Re: Auto replies?, Paul Ransom
  • Re: message formats [was Energy Absorbing Foundation], Paul Ransom
  • Re: message formats [was Energy Absorbin, Roger Turk
  • RE: Career Change Possible - Input Reque, Roger Turk
  • Diaphargm nailing, James Allen
  • LPILE P3, SDGSE
  • Live Load Distribution Factors, Pat Bachman
  • RE: Career Change Possible - Input Requested, George Richards, P.E.
  • Moon Stuff, Yank2002
  • Did You Feel That ?, Paul Rohrer
  • Block shear, Jack_Creviston
  • Earthquake alert device, Wladimir Bassett A.
  • residential engineering in Michigan, Scott Maxwell
  • Need some help with Light Gauge Built-up beams, SEConsultant
  • RE: Sales skill, Polhemus, Bill
  • YOU MIGHT BE AN ENGINEER IF..., Caldwell, Stan
  • Convention Pictures, Shafat Qazi
  • Question regarding GLB, JANELLE L. PERRY
  • Re: R value for log walls, Charles Greenlaw
  • December 4, 1999 SEAOC Seismology Meeting?????, SEConsultant
  • ASD vs. LRFD, Benjamin Baer
  • RE: [was] ASD vs. LRFD; [is now] Ivan Viest and his ENR letter to the editor, Charlie Carter
  • Who's using ASD or LRFD?, Randy Diviney
  • Concrete Exposed to Fires, Dan Vines
  • LRFD Reference Book, Eddie Gonzalez
  • Formed steel deck, Bart Needham
  • New Structural Steel, Gerard Madden
  • Funny, Mark Rodgers
  • Dissimilar welding, Paul Feather
  • Simplifying Seismic Design, Roger Turk
  • FW: OMF Design in Seismic Zone 4, Charlie Carter
  • $0.02 worth A36/A50, DECATOR, DENNIS
  • $0.02 worth of LRFD/ASD, DECATOR, DENNIS
  • mtl stud shear walls, NickJThom
  • Plan check, John Buchanan
  • RE: Plan check (materials), Dave Adams
  • [no subject], vicpeng
  • New Blue Books, Ron O. Hamburger
  • Report on Wood Diaphragm Issues, Ron O. Hamburger
  • Rigid vs flexible diaphargms, James Allen
  • International Association of Civil Engineering Students. A cry from the heart., Tim
  • Bridge-Playing Engineers, Yank2002
  • December 4, 1999, Seismology Committee Recommendations., FEMCCLURE
  • Employment, Jose Edward Rodrigues Cristiani
  • Steel Deck - ASTM Standard Specifications, Stamper, James H.
  • UBC-IBC-XYZ Code, James Allen
  • UBC-IBC-XYZ, James Allen
  • Structural Steel Properties - ASTM A 913 vs. A 992, Stamper, James H.
  • Structural Steel Properties, Stamper, James H.
  • Test Data for Dogbone Connection w/ W24x columns?, john diebold
  • Precast Concrete Designers/Detailers, PEC - Lake City
  • AISC Seismic 97, Huang, Y. Henry
  • Charles Greenlaw's Important Message on Future Code Change Process, FEMCCLURE
  • What was that web address for the Convention pictures?, Constantine Shuhaibar
  • Milo Ketchum, R.I.P., Mark Ketchum
  • City of Santa Monica, ken
  • [Fwd: New Blue Books], Daniel Indrawan
  • Wharf rehabilitation, AGHBAL YOUNESSE
  • Digital Camera, James Lin
  • Digital Camera use in Forensics, Sandy Pringle
  • Re: Precast Double Tees Diaphragm, Roger Turk
  • Industrial Floors - Concrete, Pablo Arrieta R.
  • Professional Liability Insurance for the Non-Professional, James F Fulton
  • Professional Liability Insurance for the, Roger Turk
  • Fwd: Milo Ketchum R. I. P., FEMCCLURE
  • Precast Double-Tees, Gobo, Gina
  • Treetop Ecology - NYAS, JCohen
  • Hydrodynamic Pressure, Lutz,James
  • Re: Stamping calcs generated by an engineer out of the country, Elly rejuso
  • "R" Value, FSRahbar
  • mail list, LRGrabia
  • test, Jim Hester
  • Re: Dog bone connection concentrated load and lateral bracing, Elly rejuso
  • Mr. Russ Nester, Yank2002
  • Flitch Beam Shear, Randy Russ
  • [no subject], jae lee
  • glass, jae lee
  • Does Canada have an equivalent to SEAOC?, Constantine Shuhaibar
  • Geotechnical -- Off topic, Fountain Conner
  • Glulam Beams, James Allen
  • Flexible Plywood and Code anarchy, merrick group
  • ConcreteOne Way Joist and Beam, Jose Mendez
  • Zone 3 and 4 boudary line, Map F-17 (97 UBC Fault Map), Lakhani, Sid
  • RE: Zone 3 and 4 boundary line, Map F-17 (97 UBC Fault Map), Dave Adams
  • GLB repair, JANELLE L. PERRY
  • RE: Milo Ketchum - RIP, G. Bunkers
  • One Of My Two Mentors, Bobeng
  • Re: Professional Liability, JGPE1
  • cable supported structures, Bibbs, David
  • Key - Lat, John Buchanan
  • PE Stamps on Drawings, Ron O. Hamburger
  • [Fwd: Science in the News], Charley Hamilton
  • STAMP/SIGN CONST. DOCUMENTS, LAMPSMITH
  • Concrete reciepe, Bob Hanson
  • Re: Membership question, SEAOSC
  • diagonal sheathing, PeckEngineering
  • SE Jimmie Yee now a Mayor, Charles Greenlaw
  • British Columbia "Equivalent to SEAOC", Jim Warne
  • 97 UBC 2304.3 - HDG fasteners in PT wood, Swingle, Mark
  • AT YOUR NEWS STAND, Rbengrguy
  • Setbacks on buildings subject to seismic, Scott Maxwell
  • Re: Geotechnical mail lists, Smith, Ted
  • Re: Random Numbers Generator, Yank2002
  • Ties and continuity, Julian Chu
  • Consecutive Numbering of @RAND Numbers, Yank2002
  • Architect Search, Carol L. Karp
  • Fwd:Re:diagonal sheathing diaphragm, buddy_showalter
  • UBC Section 1806.6 and CBC 1806A.6, Satish J. Matani
  • RE: Consecutive Numbering the @RAND Numbers, Yank2002
  • Twist-off bolts with hex heads, Ian G. Robertson
  • UBC Commentary, Jake Watson
  • UBC seismic connection, BILL PULYER
  • DeltaS of UBC97 1630.9.1, James Lin
  • Databases for lt gage steel, Gerard Madden
  • Walkway Loading, Joseph Harouni
  • Cracked Concrete Sections, James Lin
  • RE: More UBC Commentary Info, Becker, Rick
  • Casino Project, Mark Rodgers
  • RE: Database for light gage steel, Julian Chu
  • Columns Not Part Of Lateral-Force-Resisting System, James Lin
  • new SEAOC seismology web page, Martin W. Johnson
  • SEAONC January '99 Dinner Program, Constantine Shuhaibar
  • Structural Steel Detailing Software, Jallal Khan
  • happy holidays, Waterman Drinkwater
  • Concrete slab problem, John Schwarz
  • AMAZON.GONE Tis the Season: FAX TO THE FUTURE, sasquake
  • TJI Micro=Lam and Top Flange Hangers, SEConsultant
  • AMAZON.GONE Tis the Season: FAX TO THE, Roger Turk
  • California Building Code seismic provisions., FEMCCLURE
  • Job Openings in Tucson, structech
  • CBSC Appts, fturner
  • Re: Code Enforcement Concerns, fturner
  • Re: PEER Info, fturner
  • FEMA's Involvement in the code, fturner
  • Re: California Building Code seismic pro, Roger Turk
  • [Fwd: Milo Ketchum, R.I.P.], Barry H. Welliver
  • ASCE Forensic Eng. Meeting Jan. 11, gberghouse
  • Calculation of flange stresses for underhung trolleys, Ahltomjo
  • a California code question, Khosrownia, Ghassem SPK
  • CBSC code amendments, Martin W. Johnson
  • Re: California Building Code, FEMCCLURE
  • Engineer's Christmas? (And A Rant About "The New Millenium Hoax"), Polhemus, Bill
  • RE: (And A Rant About "The New Millenium Hoax"), Robert Rollo
  • The New Millenium Hoax, J. O.
  • RE: Engineer's Christmas?, Polhemus, Bill
  • metal roof decking, Chris Towne
  • Blast Resistant Building Design for Blast Containment, Polhemus, Bill
  • RE: Engineers' Xmas, Richard & audra
  • UBC 97 Diaphargm Nailing, James Allen
  • RE: Blast Resistant Building Design for, Roger Turk
  • Albert Einstein Quotes, Caldwell, Stan
  • HP750C Plotter/Printer, PEAN
  • Heliport on existing building, Robert Rollo
  • Re: Simpson Anchorage of H3 Hurricane, Elly rejuso
  • SE vs. PE Stamp, ASQUILALA
  • Demolition -- Post-Tensioned Parking Deck, Fountain Conner
  • 2000 SEAOC Convention, Constantine Shuhaibar
  • RE: [was] UBC 97 Diaphargm Nailing [is now galvanizing methods], Charlie Carter
  • UBC97, jerry wk
  • 2000 SEAOC Convention Web Site, Constantine Shuhaibar
  • Single-wall house, NRoselund
  • http://www.seaonc.org/vancouver2000.html, Constantine Shuhaibar
  • Need Y2K compliance help - late start (not S.E. related), Eddie Gonzalez
  • Need Y2K compliance help - late start (n, Roger Turk
  • Structural Engineering Software, Bobby Jenkins
  • Re: Need Y2K compliance help - late start, Eddie Gonzalez
  • Re: Single-wall house response by James Allen, ECVAl3
  • Re: The Millennium Hoax, Mark Swingle
  • Re: y2k compliance / The computer clock, Christopher Wright
  • Automatically Setting the Computer Clock, Tom . Hunt
  • Re: The New Millennium Hoax, Swingle, Mark
  • Another Holiday Side Topic - Hubble Telescope Upgrade, Rick . Drake
  • Engineers--Gotta Love 'Em!, Richard & audra
  • RE: Another Holiday Side Topic - Hubble, Roger Turk
  • RE: The Millennium Hoax (& Foucault's Pendulum), Polhemus, Bill
  • Forensic Engineering Technical Group Meeting, 1/11/00, SCHFUN
  • Shortwave Radio and other hobbies, SEConsultant
  • R value for Plywood shear walls, Bart Needham
  • Post-tensioning tendon corrosion, Rob Ward
  • LA Forensic Engineering Tech Group meeting (correction), SCHFUN
  • CAD steel book and software, Greg Smith
  • free graphing software, Greg Smith
  • Sun at perihelion, James Allen

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