SEAINT Mail Archive 2000 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 2709
  • Re: stapled sheet metal blocking (wood diaphragm), John Rose
  • Re: Structural Engineers becoming isolated from the design team., Lynn H
  • Re: Seismology Committee Web page - Rigid/Flexible Part 1, vicpeng
  • Re: Structural Engineers becoming isolated from the design team, Paul Ransom
  • Re: Texas Twisters, Paul Ransom
  • RE: Welding & TI 809-26, Bob Shaw
  • Fastener Availability, Robert Rollo
  • Vertical Component of Seismiv Loads in Bridges, marfra
  • problem with ETABS, HAKAN EZCAN
  • Special Concentric Brace Frame Connections, Satish J. Matani
  • All in how you Look At It., JCohen
  • TEST - DELETE THIS, Debby Hight
  • Thanks, Harper, Mark
  • Steel Plate Flooring, Canitz, Charles F NAB02
  • Cable suspended structure, Alberto Guida
  • Shear Plates & Split Rings, Joseph Harouni
  • SWEDISH CONCRETE STANDARDS, Tim Mays
  • Brick-masonry shear strength, P Dasgupta pg ce
  • vertical component of seismic loads in bridges, marfra
  • Test - Someone please respond, Troy Madlem
  • Re: Joist Program, c2
  • Existing Brick Structure, Joseph M. Otto, P.E.
  • Fw: Steel-Detail: Live erection !!, Fountain Conner
  • Broken?, Chanel1096
  • Re: Is listserve still functioning?!, David Hall
  • Foundation Reinforcement, Joseph Harouni
  • Lintel for brick veneer, John Riley
  • Re: Floor Vibration, Jesus Torres
  • Seismic loads, Mexican Code vs. UBC, Gunnar Hafsteinn Isleifsson
  • RE: Shiners, Charles Espenlaub
  • Who's in Charge ?, Rbengrguy
  • Test: Is the server working? (please delete!), Khashayar Hemmatyar
  • AITC pole embedment design, KSP
  • Vertical component of seismic load in bridges, marfra
  • Perforated Shearwall Design, Jim Kestner
  • dual grade steel availability in Ontario, KSP
  • 911 or Bat/Firkin Virus, Caldwell, Stan
  • dynamic, Mark D. Baker
  • Design Rules in LA, RajSTC
  • RE: dual grade steel A992??, Bob Shaw
  • Partition loading, John Riley
  • SE designation online?, JGPE1
  • Re: Seismic Provisions, Tom . Hunt
  • AISC Supplement ?, Tom . Hunt
  • Final SAC Report ?, Tom . Hunt
  • Wind & Expanded metal mesh, Mike O'Brien
  • SAC Guidelines, Ron O. Hamburger
  • Wind Loads vs Seismic Loads, Gobo, Gina
  • Re: Seismic loads, Mexican Code vs. UBS, Gunnar Hafsteinn Isleifsson
  • Anchored Sheet Pile Walls, PEC - Lake City
  • SIte specific ground motion info, Daali, Mohamed
  • UBC'97, Orthogonal Effects, Alexander Sasha Itsekson
  • Strain Gauge Inventor Dies, Jim Warne
  • Monitoring of structural behavior, Charlie Carter
  • RE: IBC 2000 Adoption??, Yousefi, Ben
  • (2)2x vs. 3x in wall anchorage, Mike O'Brien
  • Re: Seismic loads, Mexican Code vs. UBS], carlos arce leon
  • Building Retrofitting, Jose Mendez
  • cmu wall support on steel " I" BM, Francisco Duarte
  • IBC Adoption, Ron O. Hamburger
  • A bridge Rescue, AGHBAL YOUNESSE
  • Existing steel joist manufacturer?, Munn, Dan
  • stringer-cross beam(floor beam) connection question, Gil Heungbae
  • FIB, CEB + FIP, Marcelo Picarelli
  • externally reinforcing concrete beams, MSSROLLO
  • Virus Software - InoculateIT, RajSTC
  • precomposite deflection limits, Kirk Haverland
  • 'K' tables for concrete, Robert Rollo
  • Structures to divert sliding snow @ eave, Steve Brackman
  • Consulting, Rex Donahey
  • 1.1 Multiplier for Seismic Forces in Concrete and Masonry, Attila Beres
  • Vibrating Equipments, Jonathan G. Sevilla, CE
  • Comp: Need recommendation for Laptop Network Card, SEConsultant
  • Frames RC..predimension, Pablo Arrieta
  • California PE, Gobo, Gina
  • RE: tube brace, Matthew Jordan
  • 'K' tables, Dick_Roberts
  • Bidding ethics, Nels Roselund
  • RE: Bidding ethics Related, Zachary Goswick
  • steel beam penetrations, Panos Trochalakis
  • Dynamic Analysis - STAAD III, RajSTC
  • big building, Mike582345058
  • Re: big building- Delta IV, desi . kiss
  • Properties for M14x17.2 during 1970, Susan Tuong
  • code soil values vs. site specific values, seaint-return
  • Avalanche Loading Design Info, Jerry Middaugh
  • ETABS - live loads on Rigid Diaphr., Edward Arrington
  • Good Luck, David Hall
  • Flowchart Software, Canitz, Charles F NAB02
  • Code Soil Values vs. Site Specific, E.B.Davison, P.Eng.
  • Plan Irr. Shear Walls, Larry Hauer
  • Beam Bearing Plate Bolts, Richard Lewis
  • Plan Irr. for Shear Walls, Larry Hauer
  • Re: yield stress, Christopher Wright
  • Visually Graded Lumber Design Values, vicpeng
  • Visually graded lumber, JCohen
  • Two types of building vibrations, John Riley
  • Way Off Topic...Sorry!, Caldwell, Stan
  • FREE! Base Isolation Workshop, Constantine Shuhaibar
  • MIL HANDBOOK 5H FYI, DEVERE, PETER P. (JSC-ES)
  • Re: Subject: Flowchart Software, Jonathan G. Sevilla, PE
  • CAST CONCRETE VS. PRECAST R.C. T-JOIST, Jonathan G. Sevilla, PE
  • Woodworks 2000 Shearwall, Brad Friederichs
  • Fwd: This is fabulous, Yank2002
  • field welded moment connection design, KSP
  • Payloader Slab Design, Ed Fasula
  • Sill Pl's and the 97 Code, Paul Feather
  • SAP2000, Lutz,James
  • Project Management, Steve Brackman
  • Lb and inflection points., MRodrig273
  • Study materials for Structural I exam, Jack_Creviston
  • Structural Engineer's Career Path: A Circle?, Polhemus, Bill
  • Beam Bracing, Larsen, Trevor
  • repairing after quake, Hakan Ezcan
  • Tank Seismic Restraint, John Schenne
  • News from the IBC front, Yousefi, Ben
  • Average salary, Tomas Matta Geddes
  • ASCE Design Loads on Structures During Construction FREE!!!, merrick group
  • Column Base Pocket in Slab, Richard Lewis
  • column base plate anchor bolts, PFFEI
  • Wood Frame Floors - Level requirements, Bruce D Pooley
  • RE: Wood Frame Floors - Level requireme, Roger Turk
  • Retaining Wall Loading, RainCat1
  • When do you suspend service, Dennis S. Wish
  • Re: High-load plywood shear walls, Charles Greenlaw
  • Re:, Paul Feather
  • globalization, Jennifer Chu
  • RE: cantilevered columns, Sprague, Harold O.
  • Project Portals, Jennifer Chu
  • Managing Business, Steve Brackman
  • FBI Search (Off Topic Again, Sorry), Caldwell, Stan
  • RE: Project Portals -International Team Collaboration, Sprague, Harold O.
  • Fwd: ...suspend service .. SOLUTION?????, GEOHAK
  • Bent Clip Plates, Canitz, Charles F NAB02
  • "Home-Built" Trusses, Fountain Conner
  • 2000 SEAOC Convention Poster Sessions, Constantine Shuhaibar
  • High-strength bolts, SMEZSEZ
  • test message, Dennis S. Wish
  • RCI's 2000 BUILDING ENVELOPE SYMPOSIA, JCohen
  • "Been over 20 years now, and none of hem have fallen that I know of.", TARNO COLEMAN
  • Happy Holidays..., DAVE HUNT
  • Thank you all -- Re: "Home-Built" Trusses, Fountain Conner
  • Rusted rebars, Julian Chu
  • Snow Drift, Todd Hill
  • RE: [StrucTX] Truss Diagonals in Compression (AASHTO), Charlie Carter
  • Re: Truss Diagonals in Compression (AASHTO), Jonathan Mallard
  • Steel Plate Availability, Tom . Hunt
  • ASTM A513 Tubing, Nicholas Blackburn
  • Beams replacement, AGHBAL YOUNESSE
  • 1000 year old Engineering wonder, Rbengrguy
  • Design rules / codes for the USA, Harzer
  • Fw: Vacancy Announcement in FEMA's Mitigation Directorate, JCohen
  • SLAB ON GRADE, NDZ28
  • Dynamics television program, Sprague, Harold O.
  • Employment Oppurtunity!!!!, Ajay Mallik
  • Out of Plane Wall Deflections - Wood Walls, Gobo, Gina
  • 'Way Off Topic -- Hellooo, Aussies, Fountain Conner
  • Bolted Column Splices, Tom . Hunt
  • FIELD NAILING SPACING?, Francisco Duarte
  • tramway design, Brad Friederichs
  • ASD vs. LRFD, Scott E Maxwell
  • beam gages, seaint-return
  • BOCA vs IBC, KSP
  • Remove, Carlos Manuel Ferrer Gisbert
  • Max weld size, Harper, Mark
  • Remove from e-mail distribution server, Eduard Rosa
  • LRFD, Tom . Hunt
  • ASD vs LRFD, E.B.Davison, P.Eng.
  • A Cautionary Tale (Was: LRFD), Polhemus, Bill
  • Autocad Routine for Mass Properties, Dennis S. Wish
  • Why? (Was: ASD vs. LRFD), Polhemus, Bill
  • Light Gauge Info, Paul Feather
  • RE: IBC, Rho Factors, 10/lw, and Influece of FEMA/NEHRP Folks, Ron O. Hamburger
  • RE: What does AISC's Research Show? (Was: ASD vs. LRFD), Charlie Carter
  • More Interesting Questions from the Peer Reviewer, Polhemus, Bill
  • Industrial Projects Design Codes (Was: ASD vs. LRFD), Polhemus, Bill
  • Looking for a New job??, Rbengrguy
  • BOCA stairs, KSP
  • RE: Code stairs vs OSHA stairs, Sherman, William
  • Roof collapse, Chanel1096
  • Geodesic Domes, Fariborz Tehrani
  • Blast resistant Structures, nattamai mohanram
  • RE: old joist, PETER ALLEN
  • Blast resistant Structures, desi . kiss
  • Fwd: Re: Understanding Series, Rbengrguy
  • Old Riverside Tapered Steel Girders, SONSUR2
  • Check out this site, David Hall
  • Concrete Walls, Acie Chance
  • RE: ASD vs. LRFD & Demosthenes, Sprague, Harold O.
  • [no subject], José Manuel Domingues Oliveira
  • Employment Opportunity, hr
  • Diaphragms and rho Factors, Ron O. Hamburger
  • Repeated Code Changes, Ron O. Hamburger
  • live shake table test of a two-story wood house, Devlin, Dan
  • Structural Fee, Todd Hill
  • Pre-engineered Buildings Lead Time, Canitz, Charles F NAB02
  • Results: ASD vs. LRFD, Scott E Maxwell
  • RCI Building Envelope Symposium Call for Papers, JCohen
  • Bridge Piling, vicpeng
  • [no subject], vicpeng
  • RE: simple and inexpensive program for contours?, Nicholas Blackburn
  • TEST MESSAGE - PLEASE DELETE, Rick . Drake
  • Cross-grain Tension Failures, Dennis S. Wish
  • RE: Grade 50 Steel Designation, Crosier, Jeffrey
  • EERI Distiguished Lecture at UC Irvine - Thursday, May 4, Charley Hamilton
  • The Good Ol' USA vs. Them pesky "furrin codes", Peter Higgins
  • Marketing Structural Engineering Services, Polhemus, Bill
  • Limit states design, was Re: What does AISC's Research Show?, Fountain Conner
  • H - 1B Legislation, Rbengrguy
  • Frost depth - calling all cold climate experts, Dave Meney
  • SERVER WAS DOWN - BACK AGAIN, Shafat Qazi
  • stainless steel shapes, KSP
  • "Delta Truss"?, KSP
  • DO NOT OPEN ILOVEYOU. ITS A VIRUS., Heath Mitchell
  • TILT UP RETROFITS, Jeff Coronado
  • Rho Factor for Diaphragms, Nels Roselund
  • RE: off-subject: virus, Bob Shaw
  • Mapping Contours in ACAD, how to, by Merrick, merrick group
  • Jamb steel, HBAP
  • Beware of the ILOVEYOU Virus !!!, Caldwell, Stan
  • Re: Registration in Quebec, Paul Ransom
  • Shrinkage in Concrete, Michael Zaitz
  • NEHRP earthquake loading, Paul Crocker
  • Non-Structural Question - Air Conditione, Roger Turk
  • Quebec, Michael Zaitz
  • Non-Structural Question - Air Conditioner Cover in Desert, Dennis S. Wish
  • Table 16-q Seismic Coefficient Ca, Zone 4., Jeffrey Flansburg - seaint
  • Ungrouted Base Plates?, Polhemus, Bill
  • RE: Web Stiffeners (& Thanks for the Slab Help!), Charlie Carter
  • Foam Over Underground Sewer, Blomberg, Paul
  • Unscripe, Star Structure Inc
  • Omega-Not and Braced Frame Baseplate Connections, Stephen Fisher's 400MHz
  • Existing Steel ASTM Number for coupon test procedure, James Lane, P.E.
  • Matlab command, Tomas Matta Geddes
  • The Use of Rho and Omega-Not together, Stephen Fisher's 400MHz
  • More "furrin code" stuff, Peter Higgins
  • The Good Ol' US of A vs. Them pesky "furrin codes", Peter Higgins
  • 10/lw factor, Stephen Fisher's 400MHz
  • FW: Service Announcement Regarding the "Lovebug" Virus, Dennis S. Wish
  • Why people can't unsubscribe, Paul Ransom
  • Omega and Rho -simultaneous use, Attila Beres
  • Maximum base shear, Alex Nacionales
  • UBC'97 "Elements, nonstructural, equipment", Attila Beres
  • Appropriate Seismic Risk for Earthen Dam, Laurence B. Oeth
  • Correction on DESCON Pricing, Dennis S. Wish
  • RE: BRACED FRAMES, Matthew Jordan
  • ASP - Application Service Providers - how will engineers receive them????, Dennis S. Wish
  • Fwd: [Fwd: Fw: H-1B Visa Debate Next Week], Rbengrguy
  • Re: ASP - Application Service Providers - how will engineers re, Christopher Wright
  • [no subject], Carol Stevens
  • Windload on Flags, Dave Adams
  • Section properties of old steel beams, Ramirez, Victor
  • RE: ASP - Application Service Providers - how will engineers rece ive them????, Scott, William N.
  • ENR Article, Jim Kestner
  • RE: ASP - Application Service Providers - how will engineers rece ive them????, Dionysios J. Pantazis
  • Old Steel Shapes - Section Properties, Ritter, Mike
  • Wood Truss Repair Design Short Course, Frank Woeste
  • SEAOSC Dinner Meeting - Wednesday, May 10th, David Pomerleau
  • Embedded Anchor Bolts in Masonry, SDGSE
  • RE: ASP - Application Service Providers - how will engineers recieve it, Harzer
  • ACI Manual of Concrete Practice Wanted, KSP
  • Subject: RE: BRACED FRAMES, Martin W. Johnson
  • Flat Plate in Seismic Zone 4, M. A. Mufti
  • RE: Re[2]: ASP - Application Service Providers - how will enginee rs re, Polhemus, Bill
  • Re: Re[2]: ASP - Application Service Providers - how will engin, Christopher Wright
  • Flag Loads, mkrakower
  • Swimming Pools, Nels Roselund
  • Loading machine, AGHBAL YOUNESSE
  • You Are Your Own ISP?, Polhemus, Bill
  • Dropped from the list during shutdown, Dennis S. Wish
  • test email, delete, Simon Solorio
  • RE(2): ASP - Application Service Providers - how will engineers recieve them, Harzer
  • mystery beams, David Handy
  • Braced Frames - Hollow Strucural Sections, Ron O. Hamburger
  • glsss walled pool, NDZ28
  • RE: ENR Article - This is a good one for the Marketing Thread., Polhemus, Bill
  • glass wall pool, Madden, Gerard
  • Seismic Design Manual Vol 2, Shafat Qazi
  • RE: ENR Article - This is a good one for the Marketing Thread., Peter Higgins
  • RE: Seismic Design Manual Vol. 2, Sid Danandeh
  • RE: ENR Article - This is a good one for, Roger Turk
  • Why you get dropped from the list, Shafat Qazi
  • Tank materials in seismically active areas, Wayne Johnson
  • Roof deck reinforcing, John Riley
  • Three cheers for Shafat, Peter Higgins
  • About International Building Codes, Regulations and Standards, Helena Klein
  • An Alliance, Marcelo Picarelli
  • Block Lintels, Jim Kestner
  • Re: Steel-Detail: Through Plate Connections, Jim Kestner
  • RE: Through Plate Connections, Charlie Carter
  • single plate shear connections, KSP
  • Test Please Delete, Shafat Qazi
  • Question, Jorge Ortega
  • Re: UBC Chp.23, Div III, Jason Emoto
  • Re: Protecting Steel from Rusting Due to Aluminum Mate, Jack_Creviston
  • Seismic Design Manual - Vol. 2., Attila Beres
  • 2000 IBC and Cantilever Column issue, Dennis S. Wish
  • Foundation Design Without a Geotechnical Report, Caldwell, Stan
  • Maybe the steel codes aren't the only complexity culprits, Peter Higgins
  • screwed wood diaphragms, PFFEI
  • Workload squeeze: why., Charles Greenlaw
  • California SE Exam Manuals, Attila Beres
  • Foundation Design Without Site-Specific Geotechnical Reports, Caldwell, Stan
  • FYI - Permits on line for Bureau of Engineering For City of LA, Edward Arrington
  • S.E. Job Opening, $80K/yr + benefits, Harris3803
  • Nova Scotia House Design Work, Jim Warne
  • RE: Seismic Design Manual - Vol. 2., Shafat Qazi
  • Virtual Wood Committee, Dennis S. Wish
  • Re: Foundation Design Without Site-Specific Geotechnical Reports, Charles Greenlaw
  • Prestressed flat slab in seismic zone 4, M. A. Mufti
  • Seismic grade, Jorge Ortega
  • Formwork Design Question, RJConley
  • Thank You Grame Dick, Shafat Qazi
  • Concrete Shearwalls, Jake Watson
  • Re:Ignoring Foundation Design With Site-Specific Geotechnical Reports/opinion, Peter Higgins
  • IMPORTANT***SEAOSC Elections and representation*** please read., Dennis S. Wish
  • IMPORTANT***SEAOSC Elections and representation*** please read., Peter Higgins
  • Re: Foundation Design Without Site-Specific Geotechnical, Williston L. Warren, IV - S.E.
  • structural design companies, Hakan Ezcan
  • FW: Simple building, T. Eric Gillham PE
  • Volunteerism's rewards?, Peter Higgins
  • Re: seaint Digest for 14 May 2000, Ron O. Hamburger
  • Different Approacah to Virus Protection?, Nels Roselund
  • Flowable fill, Pat Ebner
  • Steel frame in the coastal environment?, Richard Lindenberg
  • Cold-Formed Steel Design Software, Scott, William N.
  • Magnetized steel, Peter Higgins
  • Thank you Nels Roselund, Jorge Ortega
  • Tired of MS Internet Explorer - I have a recommendation, Dennis S. Wish
  • Do we need new codes every three years?, Shafat Qazi
  • 2000 IBC, "Unofficial" Errata, Section 1617.4.2.1, Approximate Fundamental Perio, FEMCCLURE
  • NeoPlanet -- requires Internet Explorer, Dennis S. Wish
  • RE: Different Approach to Virus Protection?, Peter Higgins
  • RE: To Nels Roselund or anyone, Sprague, Harold O.
  • More On Ungrouted Baseplates for Traffic Signal/Signage Structure s, Polhemus, Bill
  • Correction to "2000 IBC, "Unofficial Errata, Section 1617.4.2.1, Approximate etc, FEMCCLURE
  • Steel Tank Foundations, Mark McCormick
  • RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Sprague, Harold O.
  • RE: More On Ungrouted Baseplates for Traffic Signal/Signage Struc ture s, Polhemus, Bill
  • Thank you Mark Gilligan, Jorge Ortega
  • Dennis Wish speaker at May CSES Meeting, GEOHAK
  • Railroad Crash Walls/Loads, Novak, Dan
  • Periodicity of code changes., James Allen
  • RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Polhemus, Bill
  • RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruc ture s, Polhemus, Bill
  • ASTM A 193 B7, Polhemus, Bill
  • Fw: [flood_haz_mit] Steel frame in the coastal environment?, JCohen
  • RE: More On Ungrouted Baseplates for Traffic Signal/SignageStruct ure s, Polhemus, Bill
  • concrete bond to steel pipes, Panos Trochalakis
  • Steel SCBF Yield Lines, merrick group
  • Moment Frame Connections, Joseph R. Grill
  • redundancy factor, Francisco Duarte
  • HEA340, KSP
  • ASCE 7-98 and 1/3 Increase for Wind Load, PEC - Lake City
  • Pumping Concrete and W/C Ratio, Novak, Dan
  • Thank you very much Mike Valley, Jorge Ortega
  • Thank you, Jorge Ortega
  • Earthquake Spectra, Nels Roselund
  • Re: Cantilevered steel columns, RShreenan
  • A588 Weathering Steel, Neil Glaser
  • masterspec disk wanted, KSP
  • plywood design values for lauan, Peieng5590
  • easy one - latest AISC Code of Standard Practice?, KSP
  • Public Fence Sliding Gate Lateral Load, Canitz, Charles F NAB02
  • How to check your Internet security, Shafat Qazi
  • SE Exam Costs, Kipp . A . Martin
  • Mechanical Properties of Ice, Robert Rollo
  • Analysis of Diaphragms with openings, Attila Beres
  • RE ASCE7-98 and 1/3 Increase for Wind, James F Fulton
  • HSS Shapes, Harper, Mark
  • California SE exam, Alexander Sasha Itsekson
  • FREE Seminar Today, Constantine Shuhaibar
  • Charlie Carter re: latest AISC Code of Standard Practice?, KSP
  • RE: NFPA code (was ASCE 7-98 and 1/3 Increase for Wind Load), Mark Webster
  • Architecturally Exposed Steel, Zachary Goswick
  • RE: NFPA code, Sprague, Harold O.
  • From our IT group, David Hall
  • Charlie Carter: Code re: Detailer practicing engineering, KSP
  • Mailing List for Marketing Structural Engineering Services?, Polhemus, Bill
  • LARUCP Structural Observation Documents Online, Becker, Rick
  • Peel fastener, Adair, Joel
  • Listservice subscriber privacy, Mike Valley
  • California SE exam: Ben Yousefi's Publication, Dave Adams
  • Response Spectra - Dispersion, Attila Beres
  • Proposals for Change to the 1997 NEHRP Recommended Provisions, fturner
  • Oregon Certification, Gobo, Gina
  • Augmentation by External Prestressing, cmiqbal
  • latest AISC Code of Standard Practice / Seismic Concentric Braced Frames, Dee Henrie
  • Hollow clay tiles, Rlfong
  • AISC Code of Standard Practice, Mark Gilligan
  • Nascar footbridge collapse, Vyacheslav Gordin
  • Hollow Clay Tile, mkrakower
  • Re: Mailing List for Marketing Structural Engineering Services?, Peter Higgins
  • lateral pressure on formwork, Gu Jianzhong
  • Re: Mailing List for Marketing Structural EngineeringServices?, Fountain Conner
  • bearing on cmu wall, Ken Peoples
  • Capcity reduction for closely spaced epoxy anchor bolts, Lee
  • My Experience This Weekend (WAS: How to check your Internet secur ity), Polhemus, Bill
  • RSDG: Residential Structural Design Guide: 2000 Edition, Dennis S. Wish
  • error on page 2-210 of AISC 9th edition?, Ken Peoples
  • RE: HELP: 2" clearance around masonry fireplace, George Richards, P.E.
  • RE: HELP: 2" clearance around masonry fi, Roger Turk
  • Structural software, Noel Stanford
  • Employment Opportunities, Brian J. Keating
  • Subject: Re: Mailing List for Marketing Structural Engineering S, DAVE HUNT
  • Re: Mailing List for Marketing Structural EngineeringServices?, Peter Higgins
  • UBC Section 2213.8.2.5, Acie Chance
  • Precast Segmental Bridge - casting & alignment control, KHO PT
  • "Engineer-Constructors" (WAS: Mailing List for Marketing Structur al EngineeringServices?), Polhemus, Bill
  • Log homes, Jack_Creviston
  • Moment connection, Javier Encinas
  • RE: Cyclic loading and A490 bolts, Heath Mitchell
  • Tectum Ceiling Support, Chris Towne
  • Accuguard, Jim Kestner
  • Autocad 2000 question, Dennis S. Wish
  • NASCAR Pedestrian Bridge Collapse, Caldwell, Stan
  • RET: Stability of Retaining Wall under Seismic, John Nguyen
  • Coped beam connection conflict, Steve_Kramer
  • Question on "Seismic Zone Factor" (Z) in UBC, seaint-return
  • UBC '97 Sec 1633.2.4 Deformation compatibilty, Attila Beres
  • comm#780--mystery beams, Michael Hemstad
  • Note from Dennis Wish - resignation from SEA and List, Dennis S. Wish
  • NASCAR BRIDGE, Vyacheslav Gordin
  • Dennis Wish, James Allen
  • Time-dependent lateral pressure on formwork, Gu Jianzhong
  • AASHTO-timber-shear, Vyacheslav Gordin
  • Update on Steel Moment Frame Publications, Ron O. Hamburger
  • Weldability of Bolts, Mark E. Deardorff
  • stainless steel and H2SO4, Ken Peoples
  • RE: UBC '97 Sec 1633.2.4 Deformation compatibility, Steve Hiner
  • Re: Question on "Seismic Zone Factor" (Z, Roger Turk
  • Magnified Moments - UBC Section 1910.13, SDGSE
  • Reinforcing, vicpeng
  • TO DENNIS WISH, Francisco Duarte
  • North Carolina Bridge Failure, Brent Koch
  • Top ten thing Dennis will do after his resignation, Shafat Qazi
  • Reemergence, Bill Polhemus
  • Notes from Dennis Wish, James Lai
  • Will my engineering career be like this?, John Flower
  • Dennis Wish's contributions, Charles Greenlaw
  • Snow drift calculation IAW ASCE 7-98, dan914
  • circular beams, Dionysios J. Pantazis
  • 2000 IBC with ICBO "Code Central" CD-ROM, FEMCCLURE
  • UBC '97 Sec 1633.2.4 Deformation compatibility - Question #3, Attila Beres
  • 2000 Conference, vicpeng
  • UBC '97 Sec 1633.2.4 Deformation compatibility - Question #2, Attila Beres
  • RE: Pier collapse, ECVAl3
  • RE:Wish resignation/Allen response., ECVAl3
  • Re: seaint Digest for 26 May 2000, Paul Ransom
  • One more: bearing on cmu wall, Paul_Reilly
  • looking for a designer/contractor, Virgilio R Monsalud
  • Fw: **Norton AntiVirus** SupportNow! Virus Warning!, vicpeng
  • 1st Franklin and now Dennis, Rlfong
  • Roquefort Steel Shapes, Wladimir Bassett A.
  • Prestressed members in seismic zone 4, M. A. Mufti
  • ANNOUNCING: SE-Practice Email Discussion List, Bill Polhemus
  • ANNOUNCING: SE-Marketing Email Discussion List, Bill Polhemus
  • Need Structural Engineer, Belthoff, Richard
  • Compressive Strength and Allowable Shear for Clay tile wall, Gobo, Gina
  • Re: Compressive Strength and Allowable Shear for Clay tile wall, David Hall
  • Dade County, Florida, wind requirments., MRodrig273
  • Autocad Section Property Calculation, vicpeng
  • RE: Dade County, Florida, wind requirements., Charles Espenlaub
  • Foundation Design Concern / Thoughts, Khosrownia, Ghassem SPK
  • UBC 1997 Special Inspections Zone 4, Teresa Dellies
  • retaining wall programs, Ken Peoples
  • [no subject], Ken Peoples
  • Roger Turk and Re: Question on "Seismic, Roger Turk
  • Off Topic Reply to Hockey Smartass, Caldwell, Stan
  • Stop Mail, George A. Kelley
  • SOIL PROFILE TYPE FOR STRUCTURE OVER WAT, Dir: David Carolan
  • employees needed, GRileyPE
  • RE: SOIL PROFILE TYPE FOR STRUCTURE OVER WATER, Nicholas Blackburn
  • Re: field welding inspection, Keith Fix
  • Allowable Stress for Flue Gas Ducts, Ed Marshall
  • Inspections and Structural Observations, Casano, Karen
  • Curved Stair, Brad Friederichs
  • RE: SOIL PROFILE TYPE FOR STRUCTURE OVER, Dir: David Carolan
  • RE: Calling out/specifying tubes, Raghu, S
  • proper weld metal notes, Dionysios J. Pantazis
  • Increases in Foundation Bearing Pressure For Wind and Seismic Loading, L. Thomas Bayne
  • [no subject], Gobo, Gina
  • RE: Increases in Foundation Bearing Pressure For Wind and Seismic Loading, George Richards, P.E.
  • Unit weight of precast roof plank from 1960, mark swingle
  • Timoshenko, HBAP
  • Reference by Timoshenko, Dave Adams
  • Unit weight of precast roof plank from 1, Roger Turk
  • Re: Curved Stairs, Syed A Masroor
  • Structural Engineer-Diploma, DESMOND POMPEY
  • Re: Tilt Up Panels, Star Structure Inc
  • RE: Increases in Foundation Bearing Pres, Roger Turk
  • ANNOUNCING New aec-residential Listservice, Bill Polhemus
  • To Span 250m in Earthquake Prone Zone, Raghu, S
  • Stone Veneer, RShreenan
  • Re: Cable Modems, Keith Fix
  • Tilt-up, HBAP
  • Structural Engineer - Diploma, DESMOND POMPEY
  • Re: Tilt Up Panels and Fire Fighters knocking holes in them!, Rlfong
  • TV VIEWING REMINDER, Rbengrguy
  • Re: Steel Yield Strength, A36 vs A 572, Ron O. Hamburger
  • Yield strength of older rebar, Scott E Maxwell
  • Exposure D for Calif., Tom . Hunt
  • Tilt-up panels, HBAP
  • Web Openings in Structural Steel, James F Fulton
  • Trial Design, Marc S. Barter
  • SEAOC Younger Members Poster Session, Constantine Shuhaibar
  • UBC 97 Occupancy Interpretation Table 10A, Teresa Dellies
  • Coring Concrete, Madden, Gerard
  • [re: is the serverdown again?], Kirk Haverland
  • Thesis survey on Email use, Viju Gururaja
  • CE Book Club, Ken Peoples
  • Re: increase in foundation bearing pressure., Syed A Masroor
  • handling joist deflections / alignment when in parallel with bear ing wall, Khosrownia, Ghassem SPK
  • Employment Opportunities Northeast, hr
  • RE: handling joist deflections / alignment when in parallel with bearing wall, Sprague, Harold O.
  • Re: stop mail & unsubscribe problem, Roger Turk
  • Sumatra Earthquakes, Roger Turk
  • RE: handling joist deflections / alignment when in parallel with bearing wall, Daley, John
  • Arkansas, Caldwell, Stan
  • EERI Video, Dan Morrow
  • Exposure D Wind, Tom . Hunt
  • Pre-Fabricated Airport Control Towes, Keith Fix
  • Skin friction from wind load for buildings, Keith Fix
  • Re: Exposure D Wind/Seismic Loads under IBC, Keith Fix
  • Crane Rail Alignment, Madden, Gerard
  • SEAOSC Budget Committee, Novak, Dan
  • Fw: Message not deliverable, vicpeng
  • Skin friction from wind load for buildings, John V. Loscheider
  • Los Angeles County & City of Palmdale, sharonb
  • Re: Exposure D Wind/ People in authority, Keith Fix
  • residential pier and grade beams, Robert Shaffer
  • Re Tilt-up panel design, HBAP
  • Ref: Exposure D Wind / People In Authority, etc., Richard & audra
  • RE: Cut Plate Washers, Yousefi, Ben
  • Concrete cover, Javier Encinas
  • partially grouted cmu walls, PFFEI
  • [no subject], Joseph M. Otto, P.E.
  • Transferring Anchor Bolt Forces to Concrete, Jim Persing
  • RE: Los Angeles County & City of Palmdale Building Codes, Becker, Rick
  • RE:, Yousefi, Ben
  • San Diego Code for Existing Buildings, Rick Byrd
  • RE: Existing shearwall with new penetrations, Todd Hill
  • Good engineer and lawyer joke, Yousefi, Ben
  • RE:, Scott, William N.
  • Are You Up for It?!, Richard & audra
  • Representation on Committees, fturner
  • RANT, Re: Are You Up for It?!, Fountain Conner
  • [no subject], Daley, John
  • Re: Foam Concrete, Stanley E. Scholl
  • Ref: Are You Up for It?!!, Richard & audra
  • Drift limitations for wind loading, Attila Beres
  • IBC in California, Tom VanDorpe
  • RE: CONCRETE FOAM, DEVERE, PETER P. (JSC-ES)
  • WANTED: Example Specification for "Structural Grout", Bill Polhemus
  • physics vs. engineering, JCohen
  • Re: FEMA 273 and 273, FEMCCLURE
  • Steel Beam Identification, Daniel A. Estabrooks
  • RE:, Sprague, Harold O.
  • modelin, Leopoldo Sanz
  • modeling composite beams in SAP2000, Leopoldo Sanz
  • Setting the Record Straight - Re: Roger Turk and Re: Question on "Seismic Zone Factor", E.V. Leyendecker
  • Ram base plate software or some other, Ken Peoples
  • RE: Clevis question in AISC manual, Charlie Carter
  • RE: base plate software, Khosrownia, Ghassem SPK
  • RE: 1 hr Fire Wall in High Moisture Barn, Benson,Ralph
  • Ceiling Fire Protection, Lutz,James
  • RE: Standards for Plan Detail, Charles Espenlaub
  • Employment Ads in National Newspapers, RajSTC
  • Outstanding issues, Attila Beres
  • Question SAP2000, GORTAIRE ERAZO PAUL ALFONSO
  • Approved end-jointed lumber, Dave Adams
  • Archon Structural Software?, Caldwell, Stan
  • Design of Base Plates (was RE: base plate software), Khosrownia, Ghassem SPK
  • Millennium Bridge Plans and Photos, Caldwell, Stan
  • Wobbly New Thames Bridge, Caldwell, Stan
  • QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Elreedy, Mohamed A
  • Ducts Through Long Span Joists, Randy Diviney
  • Beam info needed, David Handy
  • Stand alone retaining wall software, Randy Diviney
  • Foundation on Expansive Clay, Richard Lewis
  • Happy Flag Day, Bill Polhemus
  • attachments, Leopoldo Sanz
  • Civil Opportunities in Glendale, CA, H. Chancellor
  • Wood Diaphragm Edge, Jim Kestner
  • Concrete Design Software, Horning, Dick/CVO
  • SE Database, Rbengrguy
  • wood diaphragm edge / roof venting, PFFEI
  • RE: QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Sprague, Harold O.
  • Texas PE Board Rules on Aggie Bonfire, Caldwell, Stan
  • FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concrete, Todd Hill
  • Re: QUESTION REGARDING DESIGN OF FOUNDATION UNDER RECIPROCATIING EQUI PMENT, Tom . Hunt
  • "Ping" request, Bill Polhemus
  • a why to members, Vyacheslav Gordin
  • USGS National Seismic Hazard Mapping Project Web Site, E.V. Leyendecker
  • Masonry Vent, Paul Feather
  • Mathcad to Excel then Back to Mathcad, Madden, Gerard
  • SEAINT Salary Survey!, Shafat Qazi
  • Re: base plate software - Bi-directional Moments, Jim Todd
  • Foundation Software, sharonb
  • Vents in Masonry, Michael Krakower
  • Professional Development Hours (PDH), Bruce Pooley
  • Recent Ruling by California Board of Registration for Prof. Engineers, Ron O. Hamburger
  • Father's Day for an Engineer, Caldwell, Stan
  • RE: FW: STAAD.etc for Architects - Timber, Masonry, Steel & Concr ete, Daley, John
  • RE: Recent Ruling by California Board of Registration for Prof. E ngineers, Bart Needham
  • Re: Recent Ruling by California Board of Registration for Prof. Engineers, GEOHAK
  • base plates subject to uplift, PFFEI
  • AutCAD DWG to PDF?, Armijo, John J (PWCSD 184)
  • New Essential for CA Engineers, fturner
  • Recent Ruling by California Board of Reg, Roger Turk
  • Re: Recent Ruling by California Board of Registration for Prof., Christopher Wright
  • RE: Recent Ruling by California Board of Registration for Prof. E ngineers, Peter Higgins
  • Recommended Reading, Part 1 of 2, Caldwell, Stan
  • Where are we headed?, Jim Kestner
  • Re: Recent Ruling by California Board of Registration for Prof.Engineers, Fountain Conner
  • torsional property "C" as listed in 'aisc hss connection manual', Sandip Guha
  • Recommended Reading, Part 2 of 2, Caldwell, Stan
  • Re: torsional property "C" as listed in 'aisc hss connection m, Christopher Wright
  • Further to: Recent Ruling by Calif. BOPELs, Ron O. Hamburger
  • Re: Recent Ruling by California Board of Registration for Prof.Engineers, Peter Higgins
  • Re: Recent Ruling by California Board of Registration for Prof. Engineers, Peter Higgins
  • R..E..S..P..E..C..T (apologies to Aretha), Peter Higgins
  • Plan "reviewers" signing their work, Peter Higgins
  • Letter to Editor RE: Weingardt Commentary, Rbengrguy
  • Evaluation of salvaged Steel Joists, Bruce Pooley
  • Re: Concrete Design Software/Steel Design Software, Keith Fix
  • steel beams, Tomás Matta
  • First Real time report added, Shafat Qazi
  • RE: torsional property "C" as listed in 'aisc hss connection man ual', Charlie Carter
  • polypropylene fibers, Scott E Maxwell
  • Vermont license, anyone?, GRileyPE
  • HSS connection manual, Albert Meyer
  • information VISION 2000, GORTAIRE ERAZO PAUL ALFONSO
  • OMF in low seismic zones, Scott E Maxwell
  • Another Virus, Sprague, Harold O.
  • Who wants to be a doctor?, Acie Chance
  • Russian seismic question, Dave Meney
  • heat resistant and durable concrete, Ken Peoples
  • RE: Setting the Record Straight - Question on "Seismic Zone Facto r", Sherman, William
  • Geo-Tech Testing Facilities in Dallas & Amarillo, RajSTC
  • Interesting structural note..., Richard Lindenberg
  • 3x Member w/Anchorage Forces in Sub-Diaphragm, Kevin Kaplan
  • Re: Teaching, Peter Higgins
  • Who wants to be an engineer?, jwalsh
  • Reference Requirements for CA PE Test, Jeffrey Flansburg - seaint
  • RE: Info needed on flitch beams, Albert Meyer
  • Precast Structure, Jake Watson
  • API 650 roof to shell joint, Ken Peoples
  • RE: Concentrated Loads on Concrete Walls, sharonb
  • yield strength of A706 rebar, Dan Vines
  • Poly-pro fibers, Michael Krakower
  • RISA - was: Who wants to be a doctor?, Ed . Haninger
  • engineering books, seaint-return
  • Snow Drift Loading., Pat Ebner
  • RE: New Hampshire Foundations, Albert Meyer
  • CA- BOPELS Proposed Rulemaking for Seals and Signatures, fturner
  • A992 welding - E70XX low hydrogen?, Ken Peoples
  • Re: Who wants to be a doctor? to Fountain Conner, Fountain Conner
  • RE: Reprints of magazine articles, Sprague, Harold O.
  • 2000 IBC, Ritter, Mike
  • RE: SEAONC SEMINAR - SDM-Vol II, Fieberling, Eric
  • Maine snow loading., EphHirsch
  • Re: structural engineering license in Oregon, TARNO COLEMAN
  • Engineer search, Mark D. Baker
  • Handcalc search, Jorge Ramos
  • Na Near-Source Question, M.J. Huszcz
  • Re: Snow Drift Loading, John MacLean
  • Steel Roof Deck Attachment Question, CanitzCF
  • Canada Snow Load, Fountain Conner
  • Bay area Tri-chapter wood diapgragm guideline, Yousefi, Ben
  • Average Salary by Experience, Shafat Qazi
  • RE: HSS Sheartab Equation, BILL PULYER
  • Wall thickness of HSS sections, Alexander Sasha Itsekson
  • QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, Byron Dietrich
  • Re: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD, Christopher Wright
  • SEISMIC DESIGN COURSE, Glyn Boone
  • Geography -- Re: Average Salary by Experience, Fountain Conner
  • Re: QUESTION REGARDING WELDING OF STAINLESS STEEL PLATE TO MILD STEEL, Jim Todd
  • Need Local PM to Represent us in Richmond, VA, James Lane, P.E.
  • TEDDS, Peter Higgins
  • Snow Loads & the Building Official, Roger Turk
  • AEC-Residential listservice, Nels Roselund
  • RE: Fire Protection, Sprague, Harold O.
  • Reinforced Concrete "PILASTER" Design, Teresa Dellies
  • Steel Bridge Framing Question, Jonathan Mallard
  • Seeking Sponsors for Web site, Shafat Qazi
  • Structural engineering in a home business, Elreedy, Mohamed A
  • older aisc manual wanted, Ken Peoples
  • ETABS, Jake Watson
  • cored concrete beams, Tony Diaz
  • Receipt of 6/27/2000 8:54 AM message, TBenson
  • RE: Joist Girder Connections to Tubes, Sprague, Harold O.
  • Steel Connections, James Lane, P.E.
  • Firewall construction, Scott E Maxwell
  • Pinned connection for pipes, Fariborz Tehrani
  • Receipt of 6/27/00 8:54:00 AM message, Mike Murphy
  • RE: Cracking in Concrete Slabs on Grade, Sprague, Harold O.
  • Metal Deck Welding, Rick Byrd
  • Re: Expected Yield Strength of Steel?, Rick . Drake
  • Steel Seminar, Ritter, Mike
  • Design of Circular Bin Roof, Troy Madlem
  • Fwd: Ed Turner Case: Legal Victory!, Rbengrguy
  • FW: IBC 2000 Section 1913.5.2.5, Martin W. Johnson
  • Expected Yield Strength and Steel Seminars, Ritter, Mike
  • taping plumb-bob?, Ken Peoples
  • Proper Window installation in type V construction, GEOHAK
  • Conc. Frame w/Arched Beam, ECVAl3
  • RE: Again on the HSS black book, Charlie Carter
  • ARPA, Greg Smith
  • Obtaining SE License endangered by new Board Rule, Charles Greenlaw
  • washers, PFFEI
  • Professional Fee, Jonathan G. Sevilla, CE
  • Perforated Shear Wall Approach, Gina Gobo
  • Re: [RE: Dade County, Florida, wind requirments.], JORGE NAYA
  • RE: Seismic equations, mjscybercafe
  • British Columbia License, GRileyPE
  • Window Installation, GEOHAK
  • How do you sign DWG files?, Mark E. Deardorff
  • thank you notes, Yousefi, Ben
  • MAIL, Robert Perrington
  • Lindapter Hollo-Bolt, MKnight
  • One advantage to signing documents..., GEOHAK
  • Freestanding Pool Design, SDGSE
  • Concrete Cover for Vert. Dowels, Roger Turk


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