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SEAINT Mail Archive 2000 (Jan-Mar)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

• About this archive / Index
• Messages sorted by: [Thread] [Subject] [Author]

Site Search: Need a book? Civil and Structural Engineering book recommendations...
 

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Messages: 2655

Sat Jan 01 06:32:10 GMT 2000

• Re: Sun at perihelion, Rhkratzse
• News Year's Eve, James Allen
• Re: News Year's Eve, Roy Sharif M. Sison
• Re: Sun at perihelion, sasquake
• Re: We need more Testimoney, too., Jim Warne

Sun Jan 02 02:23:59 GMT 2000

• RE: Structural Engineering Software, Jim Hester
• Re: We need more Testimoney, too., sasquake
• Re: [RE: Structural Engineering Software], Harshan Prabha
• FW: [was] UBC 97 Diaphargm Nailing [is now galvanizing methods], La Count, Curt

Mon Jan 03 00:04:39 GMT 2000

• Framing Decisions, Michael Zaitz
• Seismic Hazard Zone Maps for Oakland West Quadrangle, Mark Swingle
• Re: Framing Decisions, Philip T. Hodge
• RE: Sun at perihelion, Polhemus, Bill
• RE: Post-tensioning tendon corrosion, Sprague, Harold O.
• RE: Blast Resistant Building Design for Blast Containment, Walter Sawruk
• RE: Framing Decisions, Khosrownia, Ghassem SPK
• Re: Report on Wood Diaphragm Issues, ken

Tue Jan 04 00:04:59 GMT 2000

• RE: Report on Wood Diaphragm Issues, Mark E. Deardorff
• RE: Structural Engineering Software, Ed . Haninger
• Re: Report on Wood Diaphragm Issues, Shafat Qazi
• Wood Fire Rated Wall Assembly F'c reduction, Jeff Albert
• RE: Report on Wood Diaphragm Issues, George Richards, P.E.
• RE: Report on Wood Diaphragm Issues, Mark E. Deardorff
• Re: Wood Fire Rated Wall Assembly F'c reduction, Bart Needham
• RE: Report on Wood Diaphragm Issues, SEConsultant
• RE: Report on Wood Diaphragm Issues, SEConsultant
• Re: Framing Decisions, Phil Hodge
• RE: Calculation of flange stresses for underhung trolleys, MKnight
• RE: Framing Decisions, Ritter, Mike
• RE: Structural Engineering Software, Ritter, Mike
• RE: Framing Decisions, Khosrownia, Ghassem SPK
• Re: seaint Digest for 3 Jan 2000, Ron O. Hamburger
• RE: [was] UBC 97 Diaphargm Nailing [is now galvanizing methods], Charlie Carter
• Re: Framing Decisions, vicpeng
• Fwd: Report on Wood Diaphragm Issues, NDZ28
• RE: Report on Wood Diaphragm Issues, Mark E. Deardorff
• amusement structures, Aaron Burkhardt
• Old Steel Designations, Gobo, Gina
• Re: Report on Wood Diaphragm Issues, NDZ28
• RE: Old Steel Designations, Scott, William N.
• RE: amusement structures, Mark E. Deardorff
• RE: Old Steel Designations, Charlie Carter
• RE: amusement structures, Sprague, Harold O.
• RE: Old Steel Designations, Silva John (sj)
• Re: Wood Fire Rated Wall Assembly F'c reduction, Sam Chang
• RE: amusement structures, Jim Persing
• RE: amusement structures, SEConsultant
• RE: Report on Wood Diaphragm Issues, SEConsultant
• Re: amusement structures, Rhkratzse
• RE: Report on Wood Diaphragm, merrick group
• Anchor Bolt Straightening, Tom . Hunt
• RE: Wood Fire Rated Wall Assembly F'c reduction, Mark E. Deardorff
• Re: amusement structures, Roger Turk
• Roger McCarthy: Failure Analysis Associates, sasquake
• re: amusement structures, Aaron Burkhardt
• RE: amusement structures, Sprague, Harold O.
• re: amusement structures, Michael Valley
• Outlook 2000 Question, Alan Howell
• RE: amusement structures, Polhemus, Bill
• RE: Anchor Bolt Straightening, SEConsultant
• RE: Outlook 2000 Question, Polhemus, Bill
• RE: Anchor Bolt Straightening, Polhemus, Bill
• RE: Outlook 2000 Question, Mike Eaves
• Re: Wood Fire Rated Wall Assembly F'c reduction, Neil Moore
• RE: Outlook 2000 Question, Caldwell, Stan
• RE: Outlook 2000 Question, Bill Allen
• re: amusement structures, Charles Greenlaw
• RE: Outlook 2000 Question, Polhemus, Bill
• RE: Anchor Bolt Straightening, Sprague, Harold O.
• RE: Anchor Bolt Straightening, Tom . Hunt
• Re: Wood Fire Rated Wall Assembly F'c reduction, Bart Needham

Wed Jan 05 00:21:16 GMT 2000

• RE: Report on Wood Diaphragm, Jeff Smith
• Re: Wood Fire Rated Wall Assembly F'c reduction, John Rose
• RE: The Millennium Hoax, Sherman, William
• RE: Report on Wood Diaphragm Issues, George Richards, P.E.
• RE: Report on Wood Diaphragm, SEConsultant
• RE: The Millennium Hoax, Polhemus, Bill
• Re: Anchor Bolt Straightening, Chris Towne
• Re: The Millennium Hoax, Greg Smith
• RE: The Millennium Hoax, Moore, Danny
• RE: The Millennium Hoax, Ramirez, Victor
• Wood Fire Rated Wall Assembly F'c reduction, buddy_showalter
• Re: The Millennium Hoax, Michael Valley
• RE: The Millennium Hoax, Jay Bryan
• RE: The Millennium Hoax, Charles Espenlaub
• Re: The Millennium Hoax, Greg Smith
• RE: The Millennium Hoax, Polhemus, Bill
• RE: The Millennium Hoax, Polhemus, Bill
• RE: The Millennium Hoax, Polhemus, Bill
• RE: The Millennium Hoax, Sherman, William
• Re: The Millennium Hoax, Paul Crocker
• Re: The Millennium Hoax, Greg Smith
• Attic Remediation (was Re: Wood Fire Rated Wall Assembly F'c reduction), JCohen
• Re: The Millennium Hoax, Peter McCormack
• RE: The Millennium Hoax, Polhemus, Bill
• RE: Anchor Bolt Straightening, Silva John (sj)
• Skewed (45 degree) shearwalls, Debby Hight
• CMD97 Masonry Computer Programs, Scott Maxwell
• RE: Blast Resistant Building Design for Blast Containment, Scott Maxwell
• criteria for retrofit of existing structures, Khosrownia, Ghassem SPK
• Re: criteria for retrofit of existing structures, Michael Valley
• RE: criteria for retrofit of existing structures, Mark E. Deardorff
• RE: Old Steel Designations, Charles Espenlaub

Thu Jan 06 01:25:19 GMT 2000

• Design Wind Pressures in Saudi Arabia, David Pomerleau
• SEAOSC Dinner Meeting - Wednesday, Jan 12th, David Pomerleau
• Re: Design Wind Pressures in Saudi Arabia, JCohen
• Re: criteria for retrofit of existing structures, NRoselund
• Re: Design Wind Pressures in Saudi Arabia, Hasan Hindawi
• Re: Report on Wood Diaphragm Issues, sasquake
• RE: Design Wind Pressures in Saudi Arabia, Sprague, Harold O.
• RE: criteria for retrofit of existing structures, Khosrownia, Ghassem SPK
• RE: Skewed (45 degree) shearwalls, merrick group
• RE: Skewed (45 degree) shearwalls, SEConsultant
• WalkWay Live Load, Joseph Harouni
• Re: Partition load for gravity design, Elly rejuso
• Wind Some, Lose Some - Amusement Structures, sasquake
• Re: Partition load for gravity design, Roger Turk
• 2000 SEAOC Convention - Call for Abstracts, Constantine Shuhaibar
• Re: Partition load for gravity design, Rick Byrd

Fri Jan 07 02:31:05 GMT 2000

• Robot 97 ???, David Handy
• RE: Robot 97 ???, Francis . Ang
• Engineers in Malaysia, structech
• Re: Robot 97 ???, Mark McCormick
• Retaining wall computer program, EDLStruct
• RE: criteria for retrofit of existing structures, Martin W. Johnson
• 97 UBC, KTarlow
• 97 ubc, KTarlow
• 97 ubc, KTarlow
• Wood Species in North CA, Richard Lewis
• ICBO LA Basin Chapter Mtg. 1/13/2000, Becker, Rick
• Re: Wood Species in North CA, Robert J Bossi, PE
• Re: Wood Species in North CA, Roger Turk

Sat Jan 08 00:17:51 GMT 2000

• Re: 97 ubc (soft story), Swingle, Mark
• Re: criteria for retrofit of existing structures, FEMA 273 and FEMA 343, FEMCCLURE
• Re: Wood Species in North CA, Robert J Bossi, PE
• Re: Report on Wood Diaphragm Issues, ken
• RE: Report on Wood Diaphragm Issues, Yousefi, Ben
• Steel embeded in concrete, MRodrig273
• RE: Report on Wood Diaphragm Issues, Jeff Smith
• re: Steel embedded in concrete, RShreenan
• RE: Report on Wood Diaphragm Issues, Bill Allen
• Re: Report on Wood Diaphragm Issues, Randy Vogelgesang
• Re: criteria for retrofit of existing structures, FEMA 273 and FEMA343, James V. Hannah
• Re: Report on Wood Diaphragm Issues, Charles Greenlaw
• RE: Comparison of RAM Advanse and SAP 2000, ravendra reddy
• Re: engineering software - STRAP THE BEST, ravendra reddy
• Re: 97 ubc (soft story), Byainc

Sun Jan 09 06:18:44 GMT 2000

• Re: The Millennium Hoax, ParkerSCal
• CD-RW Backup, Vyacheslav Gordin
• RE: CD-RW Backup, Mark E. Deardorff
• RE: CD-RW Backup, Mark E. Deardorff
• Famous Engineers, Phil Hodge

Mon Jan 10 08:35:45 GMT 2000

• Home Plumbing Problem--not a structural related, Szuchuan Chang
• Re: Home Plumbing Problem--not a structural related, Gudrun Olafsdottir
• 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
• Re: Home Plumbing Problem--not a structural related, John Schenne
• Steel test reports below specified strength, Randy Diviney
• Re: Home Plumbing Problem--not a structural related, John Schwarz
• RE: Steel test reports below specified strength, Charlie Carter
• RE: Steel test reports below specified strength, Sprague, Harold O.
• Re: Steel test reports below specified strength, Jim Kestner
• ICBO magazine, Mark D. Baker
• RE: CD-RW Backup, Dan Vines
• Where Can I Find the: "SE Review Manual" By Yousef & Mehrdad, Rogers, Robert
• Re: Home Plumbing Problem--not a structural related, NRoselund
• RE: ICBO magazine, Issam Shahrouri
• Re: ICBO magazine, Fariborz Tehrani
• RE: CD-RW Backup, Scott Maxwell
• RE: Home Plumbing Problem--not a structural related, Armijo, John J (PWCSD 273)
• Re: ICBO magazine, Mark D. Baker
• Re: Home Plumbing Problem--not a structural related, Robert Shaffer
• RE: Home Plumbing Problem--not a structural related, Fariborz Tehrani
• Where Can I Find the: "SE Review Manual" By Yousef & Mehrdad, Rogers, Robert
• RE: Where Can I Find the: "SE Review Manual" By Yousef & Mehrdad, Lars Holte
• submit code questions on seismology web page, Martin W. Johnson
• Re: submit code questions on seismology web page, GEOHAK
• Guidelines now available, Shafat Qazi
• RE: submit code questions on seismology web page, Mark E. Deardorff
• Concrete flat slab strengthening, Alexander Sasha Itsekson
• Home Plumbing Problem--not a structural, Roger Turk
• Re: Retaining wall computer program, shilin
• RE: submit code questions on seismology web page, SEConsultant
• RE: Concrete flat slab strengthening, Sprague, Harold O.
• residential plywood diaphragm gue, merrick group
• RE: CD-RW Backup, Caldwell, Stan
• RE: Concrete flat slab strengthening, Roger Davis
• Re: Guidelines now available, Charles Greenlaw
• Re: submit code questions on seismology web page, Lynn H

Tue Jan 11 00:04:40 GMT 2000

• Re: Home Plumbing Problem--not a structural related, John Schenne
• RE: submit code questions on seismology web page, Ed . Haninger
• RE: residential plywood diaphragm glue, George Richards, P.E.
• Re: Home Plumbing Problem--not a structural related, Robert Kazanjy
• RE: submit code questions on seismology web page, SEConsultant
• Re: Home Plumbing Problem--not a structural related, NRoselund
• Re: Home Plumbing Problem--not a structural related, Rick Burch
• Re: submit code questions on seismology web page, GEOHAK
• RE: residential plywood diaphragm glue, Charles Greenlaw
• RE: residential plywood diaphragm glue, Jeff Smith
• SE Reveiw Manual (NCEES Format), Wael Shabana
• Re: Home Plumbing Problem--not a structural, Michael Sloey
• Re: Home Plumbing Problem--not a structural, MSSROLLO
• RE: Home Plumbing Problem--not a structural, Polhemus, Bill
• RE: Steel test reports below specified strength, Mark Gilligan
• RE: Guidelines now available, Gobo, Gina
• Re: Steel test reports below specified strength, c2
• RE: Home Plumbing Problem--not a structural, Cain, William
• Re: residential plywood diaphragm glue, vedgers mailbox
• RE: Steel test reports below specified strength, Alan Howell
• RE: residential plywood diaphragm glue, Martin W. Johnson
• RE: Home Plumbing Problem--not a structural, Polhemus, Bill
• Re: Concrete flat slab strengthening, Murat ERBAS
• RE: Concrete flat slab strengthening, Sprague, Harold O.
• RE: residential plywood diaphragm glue, Jeff Smith
• Re: submit code questions on seismology web page, Swingle, Mark
• Re: Concrete flat slab strengthening, Fountain Conner
• Re: submit code questions on seismology web page, Rick . Drake
• plywood glued to framing, merrick group
• Re: plywood glued to framing, vicpeng
• Re: Concrete flat slab strengthening, Murat ERBAS
• RE: Concrete flat slab strengthening, Polhemus, Bill
• Re: residential plywood diaphragm glue, Jerry Middaugh
• RE: Concrete flat slab strengthening, Polhemus, Bill
• RE: Concrete flat slab strengthening, Polhemus, Bill
• RE: Concrete flat slab strengthening, Sprague, Harold O.
• RE: Concrete flat slab strengthening, Polhemus, Bill
• Modeling Steel Deck As Shear Diaphragm, Polhemus, Bill
• RE: Concrete flat slab strengthening, Alan Howell
• Re: submit code questions on seismology web page, Swingle, Mark
• RE: submit code questions on seismology web page, SEConsultant
• Masonry wall construction, Sprague, Harold O.
• RE: Masonry wall construction, George Richards, P.E.
• RE: Masonry wall construction, Bill Allen
• RE: Guidelines now available, Charles Greenlaw
• RE: Guidelines now available, Shafat Qazi
• RE: Masonry wall construction, Brent Koch
• RE: Masonry wall construction, Devlin, Dan

Wed Jan 12 00:11:30 GMT 2000

• RE: Masonry wall construction, Mark E. Deardorff
• RE: Masonry wall construction, Lutz,James
• RE: Masonry wall construction, Dave Adams
• sloped metal deck diaphragms, David Handy
• Re: plywood glued to framing, John Rose
• RE: Masonry wall construction, Bill Allen
• RE: Masonry wall construction, Bill Allen
• Re: Masonry wall construction, Mark D. Baker
• Re: monopole antenae retrofit, JGPE1
• Re: monopole antenae retrofit, JCohen
• Re: [StrucTX] Modeling Steel Deck As Shear Diaphragm, Philip T. Hodge
• Re: Concrete flat slab strengthening, SDGSE
• RE: Steel test reports below specified strength, Mark Gilligan
• Re: RE: residential plywood diaphragm glue, Rhkratzse
• Re: sloped metal deck diaphragms, Charles Greenlaw
• Re: plywood glued to framing, Bob Kazanjy
• Re-using steel structures in very cold climates, Dave Meney
• RE: Steel test reports below specified strength, Alan Howell
• Re: Re-using steel structures in very cold climates, Peter McCormack
• RE: [StrucTX] Modeling Steel Deck As Shear Diaphragm, Polhemus, Bill
• SEAOC Board Meeting, Ron O. Hamburger
• RE: [StrucTX] Modeling Steel Deck As Shear Diaphragm, Polhemus, Bill
• Re: monopole antennae retrofit, Rick . Drake
• Re: Re-using steel structures in very cold climates, Fountain Conner
• Re: monopole antenae retrofit, Fountain Conner
• Steel Fibers, Chris Towne
• Masonry wall construction (Bill Allen), Dave Adams
• RE: Masonry wall construction (Bill Allen), Sprague, Harold O.
• RE: Steel Fibers, Polhemus, Bill
• RE: Steel Fibers, desi . kiss
• FEMA 343, BSSC Case Studies Project Report, NOW AVAILABLE., FEMCCLURE
• RE: plywood glued to framing, Jeff Smith
• plywood glued to framing, Martin W. Johnson
• regarding my sense of humor, Martin W. Johnson
• Re: monopole antenae retrofit, Neil Moore
• Fwd: TOPPING OUT tradition!!, Rbengrguy
• RE: TOPPING OUT tradition!!, DEVERE, PETER P. (JSC-ES)
• Masonry wall construction (Harold), Dave Adams
• RE: regarding my sense of humor, SEConsultant
• RE: TOPPING OUT tradition!!, Charlie Carter
• Re: regarding my sense of humor, Greg Smith
• Re: [StrucTX] Modeling Steel Deck As Shear Diaphragm, Murat ERBAS
• RE: TOPPING OUT tradition!!, Scott Melnick
• Re: Re: Masonry wall construction, Richard Lewis
• ??finding distance of E.Q. from given location??, Khosrownia, Ghassem SPK
• Re: 97 ubc (soft story), Swingle, Mark
• Re: ??finding distance of E.Q. from given location??, Russel Madere
• Re: 97 ubc (soft story), Michael Valley
• Re: ??finding distance of E.Q. from given location??, Michael Valley
• RE: Re: Masonry wall construction, Sprague, Harold O.
• Steel Structures in very Cold Climates, E.B.Davison, P.Eng.

Thu Jan 13 01:04:39 GMT 2000

• SDM Vol. 1 Example 44 - Beam tie, Julian Chu
• Re: SDM Vol. 1 Example 44 - Beam tie, Julian Chu
• NEHRP 91/94 vs. NEHRP 97, Scott E Maxwell
• RE: Steel Structures in very Cold Climates, Francis . Ang
• Re: The Millennium Hoax, James Bela
• Re: Steel Structures in very Cold Climates, Peter McCormack
• Salaries, Joseph R. Grill
• RE: Salaries, Polhemus, Bill
• Re: Salaries, Joseph R. Grill
• RE: Salaries, Polhemus, Bill
• Re: seaint Digest for 12 Jan 2000, Ron O. Hamburger
• Re: Salaries, Barry H. Welliver
• re NEHRP Provisions - 1994, 1997, Ron O. Hamburger
• Re: Salaries, Jim Kestner
• Re: Salaries, Scott Maxwell
• Steel Structures In Cold Climates, E.B.Davison, P.Eng.
• Re: re NEHRP Provisions - 1994, 1997, Scott Maxwell
• en - nail / pin slip, seaint-return
• Re: 97 ubc (soft story), KTarlow
• Re: 97 ubc soft story, Martin W. Johnson
• Voc-Tech Floor Loading, Randy Diviney
• Steel Structures in very Cold Climates, Rafael Sabelli
• Wind Some, Lose Sum - Wind Governed, SASQUAKE
• Demolition, Tendons, Post-Tensioned Parking Deck, Fountain Conner
• Re: Home Plumbing Problem--not a structural, SASQUAKE
• Re: Wind Some, Lose Sum - Wind Governed, Panos Trochalakis
• Re: Wind Some, Lose Sum - Wind Governed, SASQUAKE
• RE: Home Plumbing Problem--not a structural, Polhemus, Bill
• RE: Demolition, Tendons, Post-Tensioned Parking Deck, Sprague, Harold O.
• Dynamic Analysis Question, Yousefi, Ben
• Re: Dynamic Analysis Question, Walter Sawruk
• RE: Dynamic Analysis Question, Rex Donahey

Fri Jan 14 00:11:53 GMT 2000

• Need old RHO messages, Richard Lewis
• Re: Dynamic Analysis Question, Fariborz Tehrani
• NUSIG, Sprague, Harold O.
• RE: Home Plumbing Problem--not a structural, Brent Koch
• RE: Dynamic Analysis Question, Yousefi, Ben
• Table 16-N Structural Systems, Joseph Harouni
• RE: Need old RHO messages, Cain, William
• Re: Dynamic Analysis Question, Shafat Qazi
• Old RHO Messages, Charles Greenlaw
• Re: Dynamic Analysis Question, Mark Gilligan
• Re: Home Plumbing Problem--Thnaks, Szuchuan Chang
• Re: re NEHRP Provisions - 1994, 1997, FEMCCLURE
• Re: Dynamic Analysis Question, Haris Karamaneas
• re: 1994, 1997 NEHRP Provisions, James F Fulton
• Re: Dynamic Analysis Question, Roger Turk
• Connecting to Existing Metal Roof Deck, PEC - Lake City
• RE: Connecting to Existing Metal Roof Deck, Dan Vines
• Rho for diaphragms, Mark Swingle
• RE: Connecting to Existing Metal Roof Deck, Sprague, Harold O.
• Re: Dynamic Analysis Question, Christopher Wright
• Re: Dynamic Analysis Question, Greg Varney
• RE: Table 16-N Structural Systems, Brent Koch
• Re: Dynamic Analysis Question, Christopher Wright
• Re: re NEHRP Provisions - 1994, 1997, Claret Heider
• RE: Dynamic Analysis Question, Fariborz Tehrani
• RE: Dynamic Analysis Question, Cain, William
• Re: re NEHRP Provisions - 1994, 1997, Claret Heider
• RE: Old RHO Messages, George Richards, P.E.
• RE: [StrucTX] Asphalting in cold weather ( below 40 degree F), Polhemus, Bill
• Fw: Virus Alert, Martin W. Johnson
• Guts to Say Jesus, Charley Hamilton
• Re: Fw: Virus Alert, Charley Hamilton
• RE: [StrucTX] Asphalting in cold weather ( below 40 degree F), James Allen
• Fw: Virus Alert HOAX!, Roger Turk
• Claret Heider, an honor to work with, Sprague, Harold O.
• Re: Connecting to Existing Metal Roof Deck, PEC - Lake City
• RE: Rho for diaphragms, Yousefi, Ben
• RE: Connecting to Existing Metal Roof Deck, Dan Vines
• Buscovich Appointed to the Ca. Bldg Stds Commission, fturner
• 97 ubc (soft story), Swingle, Mark
• RE: Rho for diaphragms, Mike Valley
• RE: 97 ubc (soft story), Mike Valley
• Shear Wall Lengths, Bill Allen
• RE: Shear Wall Lengths, Cain, William
• Industrial Grade Glulams, Fredericks, Douglas/SAC
• Re: Buscovich Appointed to the Ca. Bldg Stds Commission, Robert J Bossi, PE

Sat Jan 15 05:02:44 GMT 2000

• Re: RE: Old RHO Messages, Rhkratzse
• Re: Industrial Grade Glulams, Rick Byrd
• Steel BOW TRUSS Design HELP NEEDED, TahirQ
• Re: Home Plumbing Problem--not a structural related, SASQUAKE
• Re: Home Plumbing Problem--not a structural, SASQUAKE
• Re: Shear Wall Lengths, John Nguyen

Sun Jan 16 13:44:12 GMT 2000

• Re:(Blank "Subject" LIne and "From" Line "unknowsender(--nospam--at)unknown.domain, FEMCCLURE
• Re: Wind Some, Lose Sum - Wind Governed, Phil Hodge
• Re: Wind Some, Lose Sum - Wind Governed...???????, GEOHAK

Mon Jan 17 08:09:56 GMT 2000

• Re: (Blank "Subject" LIne and "From" Line "unknowsender(--nospam--at)unknown.domain, Rlfong
• AutoCAD-Word problem, Jelena Bleiziffer
• Re: (Blank "Subject" LIne and "From" Line "unknowsender(--nospam--at)unknown.domain, NRoselund
• Re: AutoCAD-Word problem, Charley Hamilton
• RE: (Blank "Subject" LIne and "From" Line "unknowsender(--nospam--at)unknown.d omain, William Keil
• Visqueen under slab in Arizona, George Richards, P.E.
• Welding Steels of Different Specifications, NRoselund
• RE: Welding Steels of Different Specifications, Charlie Carter
• RE: Visqueen under slab in Arizona, Sprague, Harold O.
• RE: Visqueen under slab in Arizona, George Richards, P.E.
• RE: Visqueen under slab in Arizona, Vince Yu
• RE: Visqueen under slab in Arizona, Lutz,James
• Philosophy: Seismic Design Standards, Mike Valley
• RE: Visqueen under slab in Arizona, Sprague, Harold O.
• AutoCAD-Word problem, Satish J. Matani
• TEST, DEVERE, PETER P. (JSC-ES)
• TEST 2, DEVERE, PETER P. (JSC-ES)
• Visqueen under slab in Arizona, Roger Turk
• Re: Philosophy: Seismic Design Standards, Rick . Drake
• Re: AutoCAD-Word problem, Mark Ketchum
• RE: (Blank "Subject" LIne and "From" Line"unknowsender(--nospam--at)unknown.domain, SEConsultant
• Brass, Gobo, Gina
• RE: Philosophy: Seismic Design Standards, SEConsultant
• RE: Brass, George Richards, P.E.
• RE: (Blank "Subject" LIne and "From" Lin, Roger Turk
• Appropriate R factor for restaurant addition, Albert Meyer
• Re: Brass, Bart Needham
• HR Light Gage Tube Design, Ed Fasula

Tue Jan 18 00:21:18 GMT 2000

• RE: Visqueen under slab in Arizona, George Richards, P.E.
• Re: Brass, Robert Kazanjy
• RE: HR Light Gage Tube Design, Charlie Carter
• RE: Philosophy: Seismic Design Standards, Mark Gilligan
• RE: Philosophy: Seismic Design Standards, SEConsultant
• hardee boards, Gobo, Gina
• Em forces and tie downs in wood frame design, John Buchanan
• RE: Visqueen under slab in Arizona, Brent Koch
• Improving Construction Practices, Rick . Drake
• RE: Brass, DEVERE, PETER P. (JSC-ES)
• LRFD for SDI Diaphragm Design?, Polhemus, Bill
• RE: Brass, James G. Halun
• Erection + Mill Tolerances?, Randy Diviney
• RE: Visqueen under slab in Arizona, Jim Persing
• RE: [StrucTX] LRFD for SDI Diaphragm Design?, Charlie Carter
• RE: Erection + Mill Tolerances?, Charlie Carter
• Re: hardee boards, Robert J Bossi, PE
• RE: [StrucTX] LRFD for SDI Diaphragm Design?, Canitz, Charles F NAB02
• RE: Philosophy: Seismic Design Standards, Martin W. Johnson
• ET&F fastening systems, Dan Vines
• OMRF joint w/ different filler metal, Julian Chu
• RE: OMRF joint w/ different filler metal, Bob Shaw
• RE: Visqueen under slab in Arizona, Roger Turk
• RE: [StrucTX] LRFD for SDI Diaphragm Design?, Polhemus, Bill
• RE: ET&F fastening systems, George Richards, P.E.
• Earth pressures on retaining walls, Sherman, William
• RE: Earth pressures on retaining walls, Armijo, John J (PWCSD 273)
• Re: ET&F fastening systems, Dave Morris
• PE exam, Chris Towne
• ERRATA to Seismic Design Manual Vol I, Edward Arrington
• Re: Earth pressures on retaining walls, John Schenne
• RE: Improving Construction Practices, SEConsultant
• RE: Earth pressures on retaining walls, Brian K. Smith
• RE: Philosophy: Seismic Design Standards, SEConsultant

Wed Jan 19 00:50:00 GMT 2000

• Seismic Source, Joseph Harouni
• RE: Earth pressures on retaining walls, Novak, Dan
• AISC LRFD- composite beams, marfra
• Re: AISC LRFD- composite beams, Jake Watson
• Re: PE exam, Fariborz Tehrani
• RE: Earth pressures on retaining walls, Roger Davis
• PE Exam, DECATOR, DENNIS
• Re: AISC LRFD- composite beams, Edwin Schmeckpeper
• Re: Old RHO Messages - Chain Saw Quote, SASQUAKE
• Re: AISC LRFD- composite beams, Rick . Drake
• RE: AISC LRFD- composite beams, Brian K. Smith
• remove my name your e mailing list, zulfu livaneli
• Re: Fw: Virus Alert, Richard Lewis
• North CA Glulam Designation, Richard Lewis
• Re: North CA Glulam Designation, Robert J Bossi, PE
• RE: Earth pressures on retaining walls, Sherman, William
• SEAInt Archive Search, Richard Lewis
• Diaphragm Design Per 1633.2.9 Using ASD, Edward Arrington
• RE: SEAInt Archive Search, Mike Valley
• RE: Diaphragm Design Per 1633.2.9 Using ASD, Mark E. Deardorff
• RE: SEAInt Archive Search, Shafat Qazi
• Trus-Joist purchased by Weyerhaeuser, SEConsultant
• RE: SEAInt Archive Search, SEConsultant

Thu Jan 20 00:02:11 GMT 2000

• RE: Diaphragm Design Per 1633.2.9 Using ASD, Mike Valley
• RE: Diaphragm Design Per 1633.2.9 Using ASD, SEConsultant
• Reinforced Masonry Pilasters, Bobby Jenkins
• RE: Philosophy: Seismic Design Standards, Sherman, William
• Fwd: Where are ENGINEERS ??, Rbengrguy
• Re: Seismic Source, NRoselund
• RE: Philosophy: Seismic Design Standards, Roger Turk
• SKYSCRAPER, Rbengrguy
• Galvanizing High Strength Bolts, Paul Feather
• RE: Philosophy: Seismic Design Standards, SEConsultant
• Re: Trus-Joist purchased by Weyerhaeuser, GEOHAK
• steel beam column moment connection testing, Aniruddha Moitra
• RE: Galvanizing High Strength Bolts, Charlie Carter
• Re: Philosophy: Seismic Design Standards and Performance Based Seismic Design, FEMCCLURE
• Column Splice, Jake Watson
• RE: Column Splice, William Keil
• RE: Galvanizing High Strength Bolts, Polhemus, Bill
• RE: Reinforced Masonry Pilasters, Brian K. Smith
• Re: Re: Diaphragm Design Per 1633.2.9 Using ASD, Richard Lewis
• RE: Philosophy: Seismic Design Standards, Sherman, William
• RE: Galvanizing High Strength Bolts, Webb, Keith
• RE: Philosophy: Seismic Design Standards, Roger Turk
• RE: Galvanizing High Strength Bolts, Paul Pilarski
• Galvanizing High Strength Bolts, Martin W. Johnson
• RE: Philosophy: Seismic Design Standards, Martin W. Johnson
• RE: Galvanizing High Strength Bolts, Heath Mitchell
• Hold downs of stacked wood shear walls, Steve Hiner
• Re: Diaphragm Design Per 1633.2.9 Using ASD, JayLCrawf
• RE: Re: Diaphragm Design Per 1633.2.9 Using ASD, Mike Valley
• RE: Diaphragm Design Per 1633.2.9 Using ASD, Mike Valley
• RE: Hold downs of stacked wood shear walls, Joseph M. Otto, P.E.
• Re: Hold downs of stacked wood shear walls, Jim Kestner
• Re: Philosophy: Seismic Design Standards, fturner
• RE: Hold downs of stacked wood shear walls, George Richards, P.E.
• RE: Hold downs of stacked wood shear walls, Jeff Smith
• Welding Rebar, Ed Fasula
• RE: Welding Rebar, Bob Shaw
• Welding Rebar, Roger Turk
• RE: Hold downs of stacked wood shear walls, SEConsultant
• RE: Diaphragm Design Per 1633.2.9 Using ASD, SEConsultant
• RE: Philosophy: Seismic Design Standards, SEConsultant
• RE: Diaphragm Design Per 1633.2.9 Using ASD, Mike Valley
• Re: Reinforced Masonry Pilasters, John Schenne
• Galvanizing high strength bolts, Paul Feather
• Re: Hold downs of stacked wood shear walls, Paul Feather
• Re: Welding Rebar, Christopher Wright
• Barbados Wind, vicpeng

Fri Jan 21 01:21:19 GMT 2000

• Re: PE Exam, Scott Maxwell
• Wood works, KTarlow
• RE: Wood works, Mark E. Deardorff
• RE: Wood works, SEConsultant
• Re: Fwd: Where are ENGINEERS ??, SASQUAKE
• drywall stud framing as a suspended truss, marfra
• RE: Barbados Wind, Polhemus, Bill
• RE: Diaphragm Design Per 1633.2.9 Using ASD, Mark Swingle
• braced frame omega nought, seaint-return
• RE: braced frame omega nought, Sprague, Harold O.
• Re: Barbados Wind, vicpeng
• RE: Welding Rebar, Sprague, Harold O.
• RE: FLAG POLE FOUNDATIONS in CA, Teresa Dellies
• European (Italian?)Designations, Aaron Burkhardt
• RE: wood works, merrick group
• RE: Steel BOW TRUSS Design HELP NEEDED, Sprague, Harold O.
• RE: Philosophy: Seismic Design Standards, Rafael Sabelli
• Channel to TS Column - FR or PR Connection?, Swingle, Mark
• European (Italian?)Designations, Tom . Hunt
• FW: European (Italian?)Designations, La Count, Curt
• Hardipanel, Gobo, Gina
• CMD97 program is short a check, merrick group
• (E) Masonry with steel upgrade, merrick group
• RE: Philosophy: Seismic Design Standards, Martin W. Johnson
• RE: sloped metal deck diaphragms, Sherman, William
• Hardipanels, Gobo, Gina
• Horiz Force Factor (vehicle lift), Paul_Reilly
• Re: Horiz Force Factor (vehicle lift), Rick . Drake
• Harie verses Hardy, Gobo, Gina
• RE: (E) Masonry with steel upgrade, Sprague, Harold O.
• RE: (E) Masonry with steel upgrade, Mike Valley
• RE: Philosophy: Seismic Design Standards, Sprague, Harold O.
• RE: (E) Masonry with steel upgrade, merrick group
• RE: Philosophy: Seismic Design Standards, Mike Valley
• RE: FLAG POLE FOUNDATIONS in CA, Sprague, Harold O.

Sat Jan 22 00:04:13 GMT 2000

• RE: (E) Masonry with steel upgrade, Mike Valley
• Desparate!, Gobo, Gina
• Hardiepanels, Roger Turk
• RE: Desparate!, John Buchanan
• Re: sloped metal deck diaphragms, NRoselund
• RE: sloped metal deck diaphragms, Rudra Nevatia
• RE: FLAG POLE FOUNDATIONS in CA, Ajay Mallik
• RE: (E) Masonry with steel upgrade, Bill Allen
• Crane Girder Fatigue, Fountain Conner
• Re: Crane Girder Fatigue, Christopher Wright
• Re: sloped metal deck diaphragms, Rick Burch
• Re: Crane Girder Fatigue, Fountain Conner
• RE: Philosophy: Seismic Design Standards, Scott Maxwell

Sun Jan 23 11:19:44 GMT 2000

• Re: LRFD for SDI Diaphragm Design?, FEMCCLURE
• Re: January 2000 Building Design & Construction, FEMCCLURE
• Re: SEAOC Board Meeting, SASQUAKE
• Re: Crane Girder Fatigue, Paul Ransom
• Re: drywall stud framing as a suspended truss, Brad Friederichs

Mon Jan 24 01:34:15 GMT 2000

• RE: sloped metal deck diaphragms, David Handy
• Re: January 2000 Building Design & Construction, Scott E Maxwell
• Which Exhibition, Integrated Technical Software Pty Ltd
• RE: Which Exhibition, SEConsultant
• Re: Which Exhibition, Constantine Shuhaibar
• AOL (was Re: January 2000 Building Desig, Roger Turk
• Concrete Problems, Brian K. Smith
• RE: FLAG POLE FOUNDATIONS in CA, Teresa Dellies
• Re: Concrete Problems, Greg Smith
• RE: FLAG POLE FOUNDATIONS in CA, Roger Turk
• RE: FLAG POLE FOUNDATIONS in CA, Teresa Dellies
• Masonry with steel upgrade, Martin W. Johnson
• RE: Crane Girder Fatigue, Blomberg, Paul
• RE: AOL (was Re: January 2000 Building Desig, DEVERE, PETER P. (JSC-ES)
• 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: Concrete Problems, Brian K. Smith
• RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Cain, William
• RE: Crane Girder Fatigue, Christopher Wright
• 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?, Lutz,James
• 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
• RE: FLAG POLE FOUNDATIONS in CA, Paul_Reilly
• RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Polhemus, Bill

Tue Jan 25 00:34:51 GMT 2000

• brick veneer support deflection, David Handy
• RE: brick veneer support deflection, Sprague, Harold O.
• RE: brick veneer support deflection, David Handy
• RE: brick veneer support deflection, David Handy
• Steel Moment Frame - Channel to TS Colum, KTarlow
• RE: brick veneer support deflection, Scott Maxwell
• RE: brick veneer support deflection, Scott Maxwell
• RE: brick veneer support deflection, Roger Turk
• Tsunami Building Codes, SASQUAKE
• RE: brick veneer support deflection, William Keil
• RE: brick veneer support deflection, Roger Davis
• RE: brick veneer support deflection, David Handy
• RE: brick veneer support deflection, David Handy
• RE: brick veneer support deflection, Sprague, Harold O.
• RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Charlie Carter
• RE: brick veneer support deflection, Sprague, Harold O.
• Off topic, Help, you gurus -- Messages from SASQUAKE, Fountain Conner
• RE: Steel Moment Frame - Channel to TS Colum, Waterman Drinkwater
• RE: PR and FR Moment Connections, Ron O. Hamburger
• RE: Steel Moment Frame - Channel to TS Colum, Christopher Wright
• Re: brick veneer support deflection, James Lane, P.E.
• RE: Steel Moment Frame - Channel to TS Colum, Waterman Drinkwater
• Re: RE: Diaphragm Design Per 1633.2.9 Using ASD, Edward Arrington
• RE: brick veneer support deflection, Brian K. Smith
• Lateral load statistical basis, Bob Hanson
• Re: Lateral load statistical basis, Edwin Schmeckpeper
• Re: Lateral load statistical basis, Rick . Drake
• Brick Veneer Anchorage, James Lin
• Stacked Shearwall Clarification, SEConsultant
• RE: Steel Moment Frame - Channel to TS Colum, Christopher Wright
• Re: brick veneer support deflection, David Handy
• RE: Brick Veneer Anchorage, Sprague, Harold O.
• Re: Brick Veneer Anchorage, David Handy
• Seismic Design Manual Volume II, Bill Allen
• RE: Steel Moment Frame - Channel to TS Colum, Waterman Drinkwater
• RE: Steel Moment Frame - Channel to TS Colum, Waterman Drinkwater
• RE: Lateral load statistical basis, Sprague, Harold O.
• Quick Question: Library Stack Loads, Dave Adams
• RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?, Swingle, Mark

Wed Jan 26 00:35:49 GMT 2000

• Circular Concrete Tanks without Prestressing, David Hall
• Problem with mails, FSRahbar
• Errata I to Vol. I Seismic Design Manual, James Allen
• RE: Quick Question: Library Stack Loads, Robert Rollo
• 3x_ versus (2)-2x_, Jeff Creagan
• RE: Steel Moment Frame - Channel to TS Colum, Christopher Wright
• RE: Errata I to Vol. I Seismic Design Manual, Mark E. Deardorff
• RE: Errata I to Vol. I Seismic Design Manual, Mark E. Deardorff
• Re: Problem with mails, NRoselund
• Re:, NRoselund
• Re: Steel Moment Frame - Channel to TS Column - FR or PR Connection?, Paul Ransom
• Tsunami Codes, the . callens
• To Gerard (and all my friends), BogdanDumitrascu
• RE: Lateral load statistical basis, Bob Lea
• RE: Anchor Bolt Straightening, Ed Fasula
• RE: Quick Question: Library Stack Loads, Dan Huntington
• RE: 3x_ versus (2)-2x_, Charles Espenlaub
• RE: Steel Moment Frame - Channel to TS Colum, Waterman Drinkwater
• Re: Tsunami Codes, Fountain Conner
• RE: Quick Question: Library Stack Loads, Randy Diviney
• Re: 3x_ versus (2)-2x_, Parkerres
• RE: Quick Question: Library Stack Loads, Sprague, Harold O.
• RE: Errata I to Vol. I Seismic Design Manual, Mark E. Deardorff
• RE: Quick Question: Library Stack Loads, Sprague, Harold O.
• Employment Opportunity, Rick Byrd
• RE: Anchor Bolt Straightening, Sprague, Harold O.
• Reinforced Concrete Tank Seal @ Exist., Ed Fasula
• RE: unbraced comp flange, Matthew Jordan
• RE: Employment Opportunity, Polhemus, Bill
• RE: Reinforced Concrete Tank Seal @ Exist., Polhemus, Bill
• Re: RE: unbraced comp flange, Rick Byrd
• RE: unbraced comp flange, Heath Mitchell
• Re: RE: Employment Opportunity, Rick Byrd
• RE: unbraced comp flange, Polhemus, Bill
• RE: Reinforced Concrete Tank Seal @ Exist., Sprague, Harold O.
• RE: unbraced comp flange, Roger Turk
• RE: Reinforced Concrete Tank Seal @ Exist., Lutz,James
• RE: Circular Concrete Tanks without Prestressing, Sprague, Harold O.
• Stainless Steel and epoxy coated rebar., MRodrig273
• RE: unbraced comp flange, Polhemus, Bill
• RE: Circular Concrete Tanks without Prestressing, Polhemus, Bill
• RE: Reinforced Concrete Tank Seal @ Exist., Sprague, Harold O.
• RE: Lateral load statistical basis, Sprague, Harold O.
• Windows NT Desktop Question, Polhemus, Bill
• RE: Stainless Steel and epoxy coated rebar., Sprague, Harold O.
• Re: Circular Concrete Tanks without Prestressing, Randy Russ
• Arch. Fees for Residential, Greg Smith
• RE: Windows NT Desktop Question, Caldwell, Stan
• RE: Windows NT Desktop Question, Mark E. Deardorff
• RE: Windows NT Desktop Question, Polhemus, Bill
• risa3d v4, Mark D. Baker
• RE: Windows NT Desktop Question, Mike Eaves
• Re: risa3d v4, Scott Maxwell
• Re: risa3d v4, Mark D. Baker

Thu Jan 27 02:31:44 GMT 2000

• Re: Windows NT Desktop Question, SDGSE
• EN-R January 24, 2000, Roger Turk
• Re: Lateral load statistical basis, Philip T. Hodge
• Stone, Philip T. Hodge
• Steel Tips, BILL PULYER
• RE: Windows NT Desktop Question, Polhemus, Bill
• RE: EN-R January 24, 2000, Polhemus, Bill
• RE: Steel Tips, Sprague, Harold O.
• RE: EN-R January 24, 2000, Sprague, Harold O.
• re: Steel Tips, Arvind K. Bisarya
• RE: EN-R January 24, 2000, Roger Turk
• Re: Steel Tips, Charlie . Vail
• Re: Stone, NRoselund
• Re: Steel Tips, Ed . Haninger
• RE: unbraced bm., Matthew Jordan
• RE: Steel Tips, BILL PULYER
• RE: Steel Tips, Joyce Fuss
• RE: Who's using ASD or LRFD?, Ed Fasula
• RE: Who's using ASD or LRFD?, DEVERE, PETER P. (JSC-ES)
• RE: Who's using ASD or LRFD?, Polhemus, Bill
• RE: Windows NT Desktop question, Polhemus, Bill
• RE: Windows NT Desktop question, Winsoft
• RE: Who's using ASD or LRFD?, Ritter, Mike
• RE: Who's using ASD or LRFD?, Polhemus, Bill
• RE: Stone, Sprague, Harold O.
• RE: Who's using ASD or LRFD?, Heath Mitchell
• 1958 UBC Seismic, Mark Ketchum
• RE: Who's using ASD or LRFD?, Webb, Keith
• RE: Who's using ASD or LRFD?, Teresa Dellies
• ASD or LRFD for Wood Design, SEConsultant
• RE: Who's using ASD or LRFD?, Peter McCormack
• Cascadia Earthquake Tricentennial - News Stories, SASQUAKE
• Re: temporary construction, Phil Hodge
• RE: Who's using ASD or LRFD?, DEVERE, PETER P. (JSC-ES)
• RE: Who's using ASD or LRFD?, William Keil
• 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: ASD or LRFD for Wood Design, Scott Maxwell
• RE: USACE TI 809-04 Seismic Design for Buildings, Khosrownia, Ghassem SPK
• Re: Requesting feedback on November 1999 Structural Welding seminar by SSTC., Scott Maxwell
• Re: USACE TI 809-04 Seismic Design for Buildings, Scott Maxwell
• Re: Who's using ASD or LRFD?, Fountain Conner
• Non destructive testing, Roger Turk
• RE: USACE TI 809-04 Seismic Design for Buildings, Connor, John A NWK
• RE: Who's using ASD or LRFD?, Connor, John A NWK
• RE: USACE TI 809-04 Seismic Design for Buildings, Khosrownia, Ghassem SPK
• Re: Non destructive testing, SASQUAKE
• Re: USACE TI 809-04 Seismic Design for Buildings, SASQUAKE
• RE: Requesting feedback on November 1999 Structural Welding seminar by SSTC., Bob Shaw

Fri Jan 28 00:25:49 GMT 2000

• Re: Non destructive testing, Daniel Indrawan
• RE: Non destructive testing, Sprague, Harold O.
• Re: Requesting feedback on November 1999 Structural Welding seminar by SSTC., Dave Morris
• LIBRARY STACKS LOADING, mkrakower
• GOOD Engineers and CAD Drafters Needed, Parkerres
• RE: ASD or LRFD for Wood Design, Ed Fasula
• Re: GOOD Engineers and CAD Drafters Needed, Rick Lee
• Re: STAAD/Windows NT Desktop Question, Paul Ransom
• Re: unbraced comp flange, Paul Ransom
• Re: 3x_ versus (2)-2x_, Rhkratzse
• RE: ASD or LRFD for Wood Design, SEConsultant
• RE: 3x_ versus (2)-2x_, SEConsultant
• Re: USACE TI 809-04 Seismic Design for Buildings, FEMCCLURE
• structural properties of metal stud framing, marfra
• RE: 1958 UBC Seismic, Sprague, Harold O.
• Re: 3x_ versus (2)-2x_, Tom Liberty
• Re: ASD or LRFD for Wood Design, Bruce D Pooley
• RE: Windows NT Desktop question, Winsoft
• RE: Windows NT Desktop question, Winsoft
• Re: ASD or LRFD for Wood Design, Peter McCormack
• Re: Cascadia Earthquake Tricentennial - News Stories, SASQUAKE
• Re: Cascadia Earthquake Tricentennial - News Stories, SASQUAKE
• RE: structural properties of metal stud framing, Sprague, Harold O.
• Re: Circular Concrete Tanks without Prestressing, Murat ERBAS
• RE: structural properties of metal stud framing, SEConsultant
• Strength axis of plywood, James Allen
• RE: ASD or LRFD for Wood Design, SEConsultant
• T-111, Mark D. Baker
• RE: Windows NT Desktop question, Polhemus, Bill
• Re: T-111, Robert J Bossi, PE
• RE: Windows NT Desktop question, Mike Eaves
• RE: Windows NT Desktop question, Scott Maxwell
• We sell SAP2000, crack_sap2000
• RE: Non destructive testing, Brian K. Smith
• RE: We sell SAP2000, DEVERE, PETER P. (JSC-ES)
• RE: We sell SAP2000, SEConsultant
• RE: We sell SAP2000, Mike Valley
• RE: ASD or LRFD for Wood Design, Mark E. Deardorff
• Re: 3x_ versus (2)-2x_, Charles Greenlaw

Sat Jan 29 00:23:43 GMT 2000

• STRUCTURAL - PART TIME, Vyacheslav Gordin
• Re: 3x_ versus (2)-2x_, Peder and/or Cathy Golberg
• Re: Who's using ASD or LRFD?, SHAR1210
• Re: Who's using ASD or LRFD?, Mark Gilligan
• Strength axis of plywood, Roger Turk
• T-111, Roger Turk
• RE: Windows NT Desktop question, Roger Turk
• RE: We sell SAP2000, Roger Turk
• RE: We sell SAP2000, Mark E. Deardorff
• RE: We sell SAP2000, SEConsultant
• Joke - Useful English System conversions/units:, RJConley
• RE: Strength axis of plywood, James Allen
• RE: Strength axis of plywood, Sprague, Harold O.
• Test Study Guides, Mark Richards
• Re: Who's using ASD or LRFD?, Christopher Wright
• Re: Test Study Guides, David Hall
• Re: Strength axis of plywood, Jason Emoto
• Site adress, Sezefredo

Sun Jan 30 01:32:59 GMT 2000

• Re:T1-11, the . callens
• Re: Joke - Useful English System conversions/units:, Phil Hodge
• Re: Site adress, Scott E Maxwell
• Re: T-111, John Rose
• Re: 3x_ versus (2)-2x_, Jake Watson
• Re: Joke - Useful English System conversions/units:, SASQUAKE
• RE: 3x_ versus (2)-2x_, SEConsultant

Mon Jan 31 01:01:09 GMT 2000

• ASD vs. LRFD for Steel, Wood, Benjamin Baer
• Re: Strength axis of plywood, Jason Emoto
• Pictures & videos, AGHBAL YOUNESSE
• Re: Site adress, Sezefredo
• RE: ASD vs. LRFD for Steel, Wood, SEConsultant
• Re: Strength axis of plywood, Patrick Rodgers
• Autocad Layering Standards for Structural Engineering, SEConsultant
• RE: Autocad Layering Standards for Structural Engineering, Mark E. Deardorff
• MSIE or Netscape, Francis . Ang
• RE: Who's using ASD or LRFD?, Charlie Carter
• RE: MSIE or Netscape, Mark E. Deardorff
• RE: MSIE or Netscape, Paul Pilarski
• Re: MSIE or Netscape, Russel Madere
• Re: Autocad Layering Standards for Structural Engineering, JPRiley485
• RE: Who's using ASD or LRFD?, Christopher Wright
• Re: Strength axis of plywood, Ron La Plante
• 1997 UBC Question, Ritter, Mike
• Re: Test Study Guides, Ron La Plante
• Re: Strength axis of plywood, Jason Emoto
• RE: Who's using ASD or LRFD?, Charlie Carter
• Re: 1997 UBC Question, Rick . Drake
• Fwd: Fw: Importance of Structural Engineering, Rbengrguy
• RE: MSIE or Netscape, Fariborz Tehrani
• Re: Test Study Guides, Fariborz Tehrani
• RE: Who's using ASD or LRFD?, Christopher Wright
• Re: Fw: Importance of Structural Engineering, Jesse D. Moore
• test, Ed . Haninger
• Corrosion. Models? Kinetics. Experimental data., fts
• RE: Fw: Importance of Structural Engineering, Cain, William
• TI-809-04, Pickett, Spence
• Re: Re: MSIE or Netscape, Richard Lewis
• Re: USACE TI 809-04 Seismic Design for Buildings, Richard Lewis
• Current construction costs, Paul Feather
• RE: MSIE or Netscape, SEConsultant
• Essentials of LRFD, Paul Feather

Tue Feb 01 00:13:22 GMT 2000

• Re: Current construction costs, Fariborz Tehrani
• AISC 1999 LRFD Spec., fabricio rosales
• RE: We sell SAP2000, Mike Valley
• Tedds software, KTarlow
• RE: Autocad Layering Standards for Structural Engineering, SEConsultant
• Re: AISC 1999 LRFD Spec., Jake Watson
• RE: remove my name your e mailing list, Francis . Ang
• Current construction costs, Roger Turk
• Autocad Layering Standards for Structura, Roger Turk
• MSIE or Netscape, Roger Turk
• RE: Autocad Layering Standards for Structural, SEConsultant
• Re: Essentials of LRFD, Christopher Wright
• Re: 1997 UBC Question, John V. Loscheider
• RE: Autocad Layering Standards for Struc, Roger Turk
• RE: Autocad Layering Standards for Structural, David Kerins
• Tapered Steel Member, Alexander Gutierrez
• RE: Circular Concrete Tanks without Prestressing, Sherman, William
• RE: Corrosion. Models? Kinetics. Experimental data., Sprague, Harold O.
• Bulletproof FRE conduit, PEC - Lake City
• RE: Circular Concrete Tanks without Prestressing, Sprague, Harold O.
• RE: Reinforced Concrete Tank Seal @ Exist., Sherman, William
• RE: Essentials of LRFD, Charlie Carter
• RE: Current construction costs, Charlie Carter
• RE: AISC 1999 LRFD Spec., Charlie Carter
• Re: USACE TI 809-04 Seismic Design for Buildings, Peter Lam
• RE: USACE TI 809-04 Seismic Design for Buildings, Connor, John A NWK
• Autocad layering standards, dodgen
• Autocad layering standards, Roger Turk
• RE: Circular Concrete Tanks without Prestressing, Sherman, William
• Re: Tedds software vs MathCad, Teresa Dellies
• Wood Truss Rafter Center Uplift, Richard Lewis
• RE: Bulletproof FRE conduit, Armijo, John J (PWCSD 273)
• RE: Tedds software, Brian K. Smith
• Re: Wood Truss Rafter Center Uplift, Mark McCormick
• RE: Circular Concrete Tanks without Prestressing, Sprague, Harold O.
• Retaining Wall Code Requirements, Paul Rohrer
• Autocad layering standards, Ido Shimony
• RE: Retaining Wall Code Requirements, Mike Valley
• RE: Current construction costs, Yousefi, Ben
• RE: Retaining Wall Code Requirements, Sprague, Harold O.
• RE: Corrosion. Models? Kinetics. Experimental data., mike_murphy
• RE: Autocad layering standards, Brian K. Smith
• Conversion Formulas - It's not rocket science!, SASQUAKE
• Re: Wood Truss Rafter Center Uplift, David Handy
• Re: Autocad Layering Standards for Structural, ErnieNSE
• RE: Retaining Wall Code Requirements, Roger Davis
• Re: Autocad Layering Standards for Structural Engineering, Robert Shaffer
• Tek Screws, Zachary Goswick
• Re: Lateral load statistical basis, JayLCrawf
• RE: AISC 1999 LRFD Spec., Polhemus, Bill

Wed Feb 02 00:06:35 GMT 2000

• RE: Tek Screws, Sprague, Harold O.
• Fwd: Pirated software, JayLCrawf
• RE: Tek Screws, George Richards, P.E.
• RE: Tek Screws, SEConsultant
• Retirement Dinner for Jim Kaprielian, S.E., Becker, Rick
• Re: Tek Screws, vicpeng
• Re: Current construction costs, JGPE1
• RE: Autocad Layering Standards for Structural, SEConsultant
• Re: Tek Screws, Ron La Plante
• RE: Autocad Layering Standards for Structural Engineering, SEConsultant
• Re: Tek Screws, NRoselund
• Re: Tek Screws, NRoselund
• redundancy factor, NDZ28
• RE: Autocad layering standards, Francis . Ang
• RE: redundancy factor, SEConsultant
• Re: Tek Screws, vicpeng
• Re: Tek Screws, vicpeng
• Re: Autocad Layering Standards for Structural, Hershell Gill Consulting Eng. Inc.
• RE: Autocad layering standards, Polhemus, Bill
• Wood Truss Rafter Center Uplift, Rachel Smith
• RE:Charlie Carter,Current construction costs, Randy Diviney
• RE: Autocad layering standards, Peter McCormack
• Concrete at Higher than Normal Temperatures, Nick Bassar
• Loading Dock, PEC - Lake City
• Overturning check, Javier Encinas
• RE: Overturning check, Khosrownia, Ghassem SPK
• RE: Overturning check, Polhemus, Bill
• RE: Concrete at Higher than Normal Temperatures, Sprague, Harold O.
• Re: Overturning check, Edward Arrington
• RE: Overturning check, Khosrownia, Ghassem SPK
• RE: Overturning check, Ed . Haninger
• RE: Tapered Steel Member, Charlie Carter
• Re(2): Tek Screws, Chris Harris
• RE: Overturning check, Khosrownia, Ghassem SPK
• RE: Overturning check, Polhemus, Bill
• UBC 1630, Ev Question, Tom . Hunt
• Re: Loading Dock, Fountain Conner
• RE: Loading Dock, Scott, William N.
• RE: UBC 1630, Ev Question, Mark E. Deardorff
• RE: UBC 1630, Ev Question, Rick . Drake
• RE: UBC 1630, Ev Question, Mike Valley
• Amazing!, Richard & audra
• RE: Amazing!, DEVERE, PETER P. (JSC-ES)
• Re: Overturning check, Javier Encinas
• Masonry infill walls, Scott Maxwell
• Re[2]: Autocad Layering Standards for Structural, dodgen
• RE: UBC 1630, Ev Question, Charles Greenlaw
• Re: Amazing!, vicpeng
• Basement wall foundation, Julian Chu
• Loading Dock, Roger Turk
• RE: Amazing!, DEVERE, PETER P. (JSC-ES)
• RE: Tedds software Vs MathCad, Joseph Harouni

Thu Feb 03 00:52:25 GMT 2000

• horizontal diaphragm deflection, seaint-return
• Welded Crane Beam, Ed Fasula
• Basement wall foundation, KTarlow
• Re: Amazing!, Mark Baker
• RE: Concrete at Higher than Normal Temperatures, Ray Pixley
• Re: Autocad Layering Standards for Structural, ErnieNSE
• Re: Welded Crane Beam, Christopher Wright
• teel beams from a European steel plant, Cesar Freddy Gil
• Re: Amazing!, vicpeng
• Re: Amazing!, vicpeng
• Re: Strength axis of plywood, John Rose
• Re: Basement wall foundation, Charles Greenlaw
• Re: Masonry Infill Walls, NRoselund
• Re: Tek Screws, NRoselund
• RE: Overturning check, Mark Gilligan
• Re: Joke - Useful English System conversions/units:, SASQUAKE
• Re: Wood Truss Rafter Center Uplift, Jake Watson
• trebuchet, Drew Morris
• RE: Masonry infill walls, William Keil
• ASD vs LRFD...my simple test, Ritter, Mike
• RE: Loading Dock, Roger Davis
• RE: Wood Truss Rafter Center Uplift, Roger Davis
• Re: ASD vs LRFD...my simple test, Neil Glaser
• RE: ASD vs LRFD...my simple test, Charlie Carter
• Re: Masonry infill walls, NRoselund
• Re: ASD vs LRFD...my simple test, Christopher Wright
• Columbia registration, Brian K. Smith
• RE: ASD vs LRFD...my simple test, Christopher Wright
• RE: ASD vs LRFD...my simple test, Ritter, Mike
• RE: ASD vs LRFD...my simple test, Christopher Wright
• RE: ASD vs LRFD...my simple test, Rick . Drake
• RE: Masonry infill walls, William Keil
• Tapered Steel Member, Roger Turk
• RE: ASD vs LRFD...my simple test, Mark Gilligan
• RE: Overturning check, Martin W. Johnson
• RE: ASD vs LRFD...my simple test, Roger Turk
• RE: ASD vs LRFD...my simple test, Mark E. Deardorff
• RE: ASD vs LRFD...my simple test, James G. Halun
• RE: Welded Crane Beam, Charlie Carter
• RE: Tapered Steel Member, Mike Valley
• Re: Tapered Steel Member, Robert McGhie
• Re: Tapered Steel Member, Roger Turk
• RE: Tapered Steel Member, Peter McCormack
• Strong Column/Weak Beam Connections, Jenkins Engineering, Inc.
• RE: ASD vs LRFD...my simple test, Ritter, Mike
• RE: ASD vs LRFD...my simple test, Rick . Drake
• RE: UBC 1630, Ev Question, Martin W. Johnson
• RE: Overturning check, Khosrownia, Ghassem SPK
• RE: ASD vs LRFD...my simple test, Charlie Carter
• "R" Value for Cross Bracing, FSRahbar
• Re: Basement wall foundation, Julian Chu
• RE: Basement wall foundation, Sprague, Harold O.
• Flag Pole Design - CA Engineer needed, Steve Hiner
• Steel Beam Tables, Paul Crocker
• Re: Amazing!, chuckuc

Fri Feb 04 01:47:26 GMT 2000

• RE: Wood Truss Rafter Center Uplift, Glenn W. Strong
• RE: Overturning check, Mark Gilligan
• Re: Overturning check, Charles Greenlaw
• On-Line Collaboration - www.Buzzsaw.com, SEConsultant
• Re: On-Line Collaboration - www.Buzzsaw.com, SASQUAKE
• Re1: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia
• Re 1: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda
• RE: Steel Beam Tables, Charlie Carter
• RE: On-Line Collaboration - www.Buzzsaw.com, Sprague, Harold O.
• Cold-Formed Steel Programs, Connor, John A NWK
• RE: On-Line Collaboration - www.Buzzsaw.com, Simon Solorio
• Pull out values, Randy Diviney
• RE: Cold-Formed Steel Programs, Charlie Carter
• RE: Cold-Formed Steel Programs, Sprague, Harold O.
• RE: On-Line Collaboration - www.Buzzsaw.com, Sprague, Harold O.
• Response Spectrum Analysis, Gobo, Gina
• Test, Russell Berkowitz
• Re: Response Spectrum Analysis, Jason Emoto
• Rw for cantilevered columns, MRodrig273
• re: Response Spectrum Analysis, Arvind K. Bisarya
• Bridge replacement, AGHBAL YOUNESSE
• Re: Response Spectrum Analysis, Scott Maxwell
• SAP2000, Gobo, Gina
• "R" Value for Cross Bracing, FSRahbar
• Re: SAP2000, Russell Berkowitz
• Re: Bridge replacement, Ido Shimony
• Re: "R" Value for Cross Bracing, julio . guerra
• Chicago Bookstores, Lutz,James
• SAP2000, Gobo, Gina
• RE: Bridge replacement, Ed Marshall
• Re: "R" Value for Cross Bracing, Jeff Creagan
• RE: Chicago Bookstores, SEConsultant
• RE: Chicago Bookstores, DEVERE, PETER P. (JSC-ES)
• Re: Rw for cantilevered columns, Jason Emoto
• Re1: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda
• RE: Rw for cantilevered columns, Bill Allen
• Welding Tubes, Kipke, Richard
• Re 1: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda

Sat Feb 05 01:37:26 GMT 2000

• RE: SAP2000, Mike Valley
• RE: On-Line Collaboration - www.Buzzsaw.com, Rob Ward
• Re: Joke - Useful English System conversions/units:, SASQUAKE
• Re: Chicago Bookstores, SASQUAKE
• Re: Overturning check, Mark Gilligan
• Searching for M.Sc. Thesis Subjects, Sohail Forouzan-sepehr
• RE: ASD vs LRFD...my simple test, Ed Fasula
• 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: Chicago Bookstores and Pizzerias, SEConsultant
• Re: Chicago Bookstores and Pizzerias, SASQUAKE

Sun Feb 06 19:24:42 GMT 2000

• Re: Economy in Steel - Comments, Charles Greenlaw

Mon Feb 07 03:23:32 GMT 2000

• Re: Chicago Bookstores and Pizzerias, Benjamin Baer
• Re 7: On-Line Collaboration - www.Buzzsaw.com, SISTRUT Software e Tecnologia S/C Ltda
• test - please ignore, Ken Peoples
• Residential construction, Scott Maxwell
• RE: Residential construction, Huang, Y. Henry
• RE: Welding Tubes, Sprague, Harold O.
• RE: ASD vs LRFD...my simple test, Polhemus, Bill
• Rod bracing, Ken Peoples
• Design of RCC Dual Systems, satd
• RE: ASD vs LRFD...my simple test, Ritter, Mike
• RE: Design of RCC Dual Systems, Sprague, Harold O.
• RE: Design of RCC Dual Systems, Yousefi, Ben
• Re: seaint Digest for 5 Feb 2000, Martin W. Johnson
• Vision 2000, Russell Berkowitz
• Re: Loading Dock, PEC - Lake City
• RE: Vision 2000, SEConsultant
• RE: Residential construction, SEConsultant
• Re: Economy in Steel - Comments, Robert Shaffer
• RE: Residential construction, Ido Shimony
• RE: Rod bracing, Charlie Carter
• Structural Engineer Magazine, Connor, John A NWK
• APA Sheathing w/ Screws and Slate, Ed Fasula
• Steel Channel Grip, Connor, John A NWK

Tue Feb 08 01:15:06 GMT 2000

• Seismic Zone for Stockton California?, SEConsultant
• Re: Seismic Zone for Stockton California?, Tom Liberty
• Save, delete, archive messages, Phil Hodge
• Glass Storefront as Shearwalls, Michael Zaitz
• Re: Glass Storefront as Shearwalls, Phil Hodge
• Re: Tapered Members, James V. Hannah
• [no subject], Steve Pryor
• RE: Glass Storefront as Shearwalls, SEConsultant
• RE: Save, delete, archive messages, SEConsultant
• Re: APA Sheathing w/ Screws and Slate, John Rose
• Re: Economy in Steel - Comments, Mark Gilligan
• Re: Seismic Zone for Stockton California?, BCainse
• Re: Glass Storefront as Shearwalls, BCainse
• Re: Seismology Opinion - Cantilever Columns, William Nelson
• RE: Glass Storefront as Shearwalls, William Keil
• Re: Structural Engineer Magazine, Peter McCormack
• Re: ASD vs LRFD...my simple test, Neil Glaser
• Tension Reinforcement for Piles, George Ghaly
• Re: Tension Reinforcement for Piles, Randy Russ
• RE: Tension Reinforcement for Piles, Polhemus, Bill
• RE: Tension Reinforcement for Piles, Polhemus, Bill
• RE: Structural Engineer Magazine, Polhemus, Bill
• Re: Searching for M.Sc. Thesis Subjects, Greg Smith
• Expansive Grout, NRoselund
• Seismic Zone Info, Tom Liberty
• RE: Steel Channel Grip, Sprague, Harold O.
• RE: Glass Storefront as Shearwalls, Jack_Creviston
• RE: Structural Engineer Magazine, desi . kiss
• ENGINEERS WEEK CELEBRATION, MEETING ANNOUNCEMENT, JCohen
• Re: Rod bracing, MSSROLLO
• RE: Rod bracing, Polhemus, Bill
• Re: Rod bracing, Peter McCormack
• RE: Expansive Grout, Sprague, Harold O.
• RE: Seismology Opinion - Cantilever Columns, SEConsultant
• FW: February Issue??? (was Structural Engineer Magazine), Dan Vines
• Re: Expansive Grout, Johnny Drozdek
• Missouri or Kansas Structural Engineers, ADVDENGR
• RE: Missouri or Kansas Structural Engineers, Sprague, Harold O.
• RE: Glass Storefront as Shearwalls, Satish J. Matani

Wed Feb 09 01:00:57 GMT 2000

• Re: Seismology Opinion - Cantilever Columns, SDGSE
• RE: Rod bracing, SEConsultant
• City of L.A.- Information Bulletin ST-12 (Structural), SDGSE
• R.C. tie beams, marfra
• Expansive Grout, Roger Turk
• Re: Rod bracing, Roger Turk
• Re: Glass Storefront as Shearwalls, SASQUAKE
• Pane Shear, james korff pe pmp
• floor plate welding, Ken Peoples
• High Strength Bar, Kho Poh Teck
• Friction primer, Edward Jonson
• RE: floor plate welding, MKnight
• Concrete details, Bogdan
• RE: Friction primer, Blakely, Bernie
• Re: Expansive Grout, Juan C. Gray
• Friction primer, Roger Turk
• Roark's Formulas of Stress and Strain, Ken Peoples
• RE: Friction primer, Dee Henrie
• Welding against concrete, Polhemus, Bill
• Project Websites, Caldwell, Stan
• RE: Roark's Formulas of Stress and Strain, Caldwell, Stan
• RE: Seismic Zone Info, Smith, Ted
• CONFLICT OF INTEREST, Wladimir Bassett A.
• Re: Roark's Formulas of Stress and Strain, Fariborz Tehrani
• RE: Roark's Formulas of Stress and Strain, David Kerins
• RE: floor plate welding, Charlie Carter
• Re: Rod bracing, MSSROLLO
• Re: Rod bracing, MSSROLLO
• RE: Project Websites, William Keil
• Re: Welding against concrete, Paul Crocker
• RE: Rod bracing, Greatorex, Alan R ERDC
• RE: Project Websites, Charlie Carter
• One way concrete slab, Chris Towne
• RE: CONFLICT OF INTEREST, Sprague, Harold O.
• Re: Project Websites, Marcelo Picarelli
• RE: Welding against concrete, Sprague, Harold O.
• RE: Welding against concrete, Polhemus, Bill
• RE: CONFLICT OF INTEREST, Sherman, William
• RE: Project Websites, Sprague, Harold O.
• RE: One way concrete slab, Sherman, William
• RE: Searching for M.Sc. Thesis Subjects, Khosrownia, Ghassem SPK
• RE: Welding against concrete, Sprague, Harold O.
• Plan Reuse Fee, SDGSE
• RE: Plan Reuse Fee, Novak, Dan
• RE: Expansive Grout, Sprague, Harold O.
• RE: City of L.A.- Information Bulletin ST-12 (Structural), SEConsultant
• Re: Plan Reuse Fee, Steve Jacobsen
• RE: Plan Reuse Fee, Charles Espenlaub
• RE: Searching for M.Sc. Thesis Subjects, desi . kiss
• Re: City of L.A.- Information Bulletin ST-12 (Structural), SDGSE
• RE: Searching for M.Sc. Thesis Subjects, Sprague, Harold O.
• RE: One way concrete slab, David Hall
• Re: Plan Reuse Fee, David Hall

Thu Feb 10 00:46:16 GMT 2000

• Design of microwave towers, Michel, Greg
• Lateral Force from Pedestrian Movement, MSSROLLO
• RE: City of L.A.- Information Bulletin ST-12 (Structural), SEConsultant
• RE: Searching for M.Sc. Thesis Subjects, SEConsultant
• RE: Seismology Opinion - Cantilever Columns, Mark E. Deardorff
• Re: Design of microwave towers, JCohen
• FW: CAD steel book and software, Alberto Guida
• Re: Roark's Formulas of Stress and Strain, James V. Hannah
• Lateral Force from Pedestrian Movement, Roger Turk
• Plan Reuse Fee, Roger Turk
• RE: Design of microwave towers, merrick group
• RE: CAD steel book and software, SEConsultant
• RE: Plan Reuse Fee, Robert McGhie
• Re: Plan Reuse Fee, SDGSE
• RE: Lateral Force from Pedestrian Movement, Mark Gilligan
• Re: Lateral Force from Pedestrian Movement, SASQUAKE
• Re: floor plate welding, JayLCrawf
• Fwd: floor plate welding, JayLCrawf
• 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
• Re: Plan Reuse Fee, Roger Turk
• Re: Low Temperatures and structural steel, Christopher Wright
• Re: Expansive Grout, Juan C. Gray
• RE: Glass Storefront as Shearwalls, Satish J. Matani
• Re: One way concrete slab, Jim Kestner
• RE: Freezer Building Insulated Panels and Diaphragm Action, Brian K. Smith
• RE: Plan Reuse Fee, SEConsultant
• Re: FW: CAD steel book and software, Richard Lewis
• Re: Freezer Building Insulated Panels and Diaphragm Action, Robert Kazanjy
• Off topic, Moment of Inertia, Fountain Conner
• impact reducing bearings, KSP
• RE: Off topic, Moment of Inertia, Bill Allen
• Re: Off topic, Moment of Inertia, Jim Kestner
• Re: Off topic, Moment of Inertia, Peter McCormack
• Re: Off topic, Moment of Inertia, KSP
• Re:project web software, Martin W. Johnson
• RE: Off topic, Moment of Inertia, Rex Donahey
• Re: Can we take "liability" out of our dictionary?, GEOHAK
• RE: R.C. tie beams-help, Sprague, Harold O.
• Painting of Pipe Piles- help, nattamai mohanram
• Re: Roark's Formulas of Stress and Strain, shilin
• Re: Can we take "liability" out of our d, Roger Turk
• Brick veneer support guidelines, Bruce Hopper
• Re: Brick veneer support guidelines- Extended, SDGSE

Fri Feb 11 00:03:34 GMT 2000

• Re: Brick veneer support guidelines, Rick Byrd
• Re: Brick veneer support guidelines, Scott Maxwell
• RE: Off topic, Moment of Inertia, SEConsultant
• Computer Access Floors, mkrakower
• Snow Load, Domenic DeAngelo
• RE: Expansive Grout, Sprague, Harold O.
• diaphragm rigidity, RDAHLMANN
• RE: Off topic, Moment of Inertia, Mike Valley
• Re: Can we take "liability" out of our d, Mark Gilligan
• Re: diaphragm rigidity, Charles Greenlaw
• Re: Brick veneer support guidelines, SASQUAKE
• RE: diaphragm rigidity, SEConsultant
• RE: Snow Load, William Keil
• RE: Snow Load, Albert Meyer
• Re: Overturning check, Jake Watson
• Re: Welding Tubes, Jake Watson
• Re: Overturning check, Roger Turk
• Re: Welding Tubes, Roger Turk
• Re: Welding Tubes, Fountain Conner
• RE: Welding Tubes, Bill Allen
• FW: Maximum Weld Size ( was Welding Tubes ), La Count, Curt
• RE: Welding Tubes, Christopher Wright
• RE: Welding Tubes, Bob Shaw
• RE: Welding Tubes, Sprague, Harold O.
• Unreinforced Masonry Building, David Hall
• Re: Welding Tubes, Fountain Conner
• RE: Unreinforced Masonry Building, Kurt Lindorfer
• RE: Overturning check, Yang, Liao/ANC
• RE: Unreinforced Masonry Building, William Keil
• RE: Computer Access Floors, Sprague, Harold O.
• RE: Unreinforced Masonry Building, Charles Espenlaub
• RE: Unreinforced Masonry Building, Sprague, Harold O.
• Re: Expansive Grout, Juan C. Gray
• RE: CONFLICT OF INTEREST, Lutz,James
• Unreinforced Masonry Building, Roger Turk
• Re: Overturning check, Charles Greenlaw
• R=4.5 or 5.5, James Lin
• Screws for Use in PLywood Shearwalls, MJL Engineering Ltd.
• RE: Screws for Use in Plywood Shearwalls, Charles Espenlaub
• Curved Steel Members, Rafael Sabelli
• RE: Curved Steel Members, George Richards, P.E.
• Re: Unreinforced Masonry Building, David Hall
• Re: Screws for Use in PLywood Shearwalls, Ron La Plante
• RE: R=4.5 or 5.5, Sprague, Harold O.
• RE: Unreinforced Masonry Building, Sprague, Harold O.
• RE: Chicago Bookstores and Pizzerias, Lutz,James
• RE: Chicago Bookstores and Pizzerias, SEConsultant
• RE: Unreinforced Masonry Building, SEConsultant
• RE: Curved Steel Members, Dee Henrie
• SOFT Story??, satd
• Re: Screws for Use in PLywood Shearwalls, MJL Engineering Ltd.
• RE: R=4.5 or 5.5, Mark E. Deardorff
• RE: Unreinforced Masonry Building, Roger Turk
• Re: Roark's Formulas of Stress and Strain, Deb
• Re: Screws for Use in PLywood Shearwalls, Tom Liberty
• Lally Column Design, Johnny Drozdek
• Re: Screws for Use in PLywood Shearwalls, Ron La Plante

Sat Feb 12 00:11:07 GMT 2000

• RE: Lally Column Design, George Richards, P.E.
• RE: Rod bracing, Fredericks, Douglas/SAC
• RE: Lateral Force from Pedestrian Movement, Fredericks, Douglas/SAC
• Re: Overturning check, SDGSE
• Confused about Welding Procedures, Bart Needham
• Re: Chicago Bookstores and Pizzerias, James V. Hannah
• RE: Welding Tubes, Bill Allen
• Tie cable, Javier Encinas
• Re: CONFLICT OF INTEREST, L. Thomas Bayne
• Project Impact, FEMA mitigation of natural disasters, Fountain Conner
• Screws in Plywood for Seismic/Wind Loads, fturner
• Re: Unreinforced Masonry Building, SASQUAKE
• RE: Unreinforced Masonry Building, SEConsultant
• Trivia - Where did the term Kip come from?, SEConsultant
• RE: Chicago Bookstores and Pizzerias, Mark Gilligan
• Re: Trivia, james korff pe pmp
• Re: Trivia - Where did the term Kip come from?, ASQUILALA
• Re: Trivia - Where did the term Kip come from?, Bruce Westermo
• Re: Trivia - Where did the term Kip come from?, Neil Moore
• RE: Trivia, SEConsultant
• RE: Trivia, Ron Hill
• RE: Trivia, SEConsultant
• RE: Unreinforced Masonry Building, David Hall
• Re: Overturning check, Mark Gilligan
• Re: Trivia, Roy Sharif M. Sison
• RE: Trivia, Mark E. Deardorff
• Re: Trivia - Where did the term Kip come from?, SDGSE
• RE: Unreinforced Masonry Building, SEConsultant
• Re: Painting of Pipe Piles- help, Bart Needham
• Re: Overturning Check, Ron O. Hamburger
• RE: Trivia - Where did the term Kip come from?, SEConsultant

Sun Feb 13 01:20:14 GMT 2000

• Lally Column Design, Benjamin Baer
• Re: Trivia - Where did the term Kip come from?, SDGSE
• RE: Trivia - Where did the term Kip come from?, Luis F. Zapata
• RE: Trivia - Where did the term Kip come from?, SEConsultant
• Coffee Break, Yank2002
• Re: Trivia - Where did the term Kip come from?, MSSROLLO

Mon Feb 14 03:50:33 GMT 2000

• Virus Alert - TROJ_PLAGE2000.A, SEConsultant
• Re: Virus Alert - TROJ_PLAGE2000.A, Shafat Qazi
• Re: Trivia - Where did the term Kip come from?, SASQUAKE
• Steel & Aluminum, Chanel1096
• Structural Web sites, Bob Hanson
• Re: Trivia - Where did the term Kip come from?, L. Thomas Bayne
• Re: Steel & Aluminum, Shashi Bhakta
• ENGLISH VS. METRIC, Larsen, Trevor
• 'English' v Metric, MKnight
• Re: ENGLISH VS. METRIC, MSSROLLO
• Re: 'English' v Metric, MSSROLLO
• Shop Splices of Steel Beams, Jim Kestner
• RE: ENGLISH VS. METRIC, DEVERE, PETER P. (JSC-ES)
• RE: Shop Splices of Steel Beams, Roger Davis
• RE: ENGLISH VS. METRIC, Polhemus, Bill
• Structural Engineer magazine, Dan Vines
• RE: Structural Engineer magazine, Polhemus, Bill
• Re: Trivia - Where did the term Kip come from?, Greg Smith
• RE: Unreinforced Masonry Building, Omar M. Waqfi
• RE: Tie cable, Sprague, Harold O.
• Shear Flow, Gobo, Gina
• RE: Shop Splices of Steel Beams, Sprague, Harold O.
• Re: Shear Flow, Greg Smith
• RE: Unreinforced Masonry Building, Kurt Lindorfer
• Re: Shear Flow, Chris Towne
• Re: Shear Flow, Charles Greenlaw
• Re: Shear Flow, Rick Byrd
• RE: Shear Flow, Joseph M. Otto, P.E.
• Re: Shear Flow, Chris Towne
• RE: Shear Flow, Jeff Smith
• Re: Shear Flow, Rick Byrd
• RE: Shear Flow, Charles Greenlaw
• glass conservatory., Francisco Duarte
• Re: Shear Flow, Greg Smith

Tue Feb 15 00:23:34 GMT 2000

• RE: Shear Flow, Jeff Smith
• Re: glass conservatory., Paul Feather
• Re: Trivia, Philip T. Hodge
• Re: Trivia - Happy Valenton's Day, SASQUAKE
• RE: Shear Flow, Charles Greenlaw
• Acoustic problem., Rodrigo Lema
• Re: Trivia - Where did the term Kip come from?, Kipp Martin
• Re: Acoustic problem., JCohen
• George Goble (GHG) [EXTENDED HOME PAGE], JCohen
• RE: Shear Flow, Jeff Smith
• Re: Acoustic problem., Greg Smith
• Shear Flow, mkrakower
• RE: Acoustic problem., Bob Hanson
• RE: Acoustic problem (additional), Ido Shimony
• Vibration Monitoring, Fountain Conner
• RE: Trivia - Where did the term Kip come from?, Ron Hill
• Bond Beam Reinf, Edward Jonson
• RE: Vibration Monitoring, Dan Vines
• timber rivits, John Buchanan
• RE: Bond Beam Reinf, Charles Espenlaub
• RE: Vibration Monitoring, Sprague, Harold O.
• RE: Bond Beam Reinf, Sprague, Harold O.
• RE: glass conservatory., Sprague, Harold O.
• Re: Trivia - Where did the term Kip come from?, SASQUAKE
• RE: Bond Beam Reinf, Khosrownia, Ghassem SPK
• RE: Acoustic problem., Sprague, Harold O.
• Effective first mode weight??, Sherman, William
• RE: Confused about Welding Procedures, Sprague, Harold O.
• RE: Vibration Monitoring, Bob Shaw
• Re: Effective first mode weight??, Christopher Wright
• RE: Steel & Aluminum, Sherman, William
• NDT for 304 vs 316 stainless?, Sherman, William
• Information Bulletin ST-12, Edward Arrington

Wed Feb 16 00:18:06 GMT 2000

• RE: NDT for 304 vs 316 stainless?, Sprague, Harold O.
• Re: Information Bulletin ST-12, Shashi Bhakta
• ??? T Eric Gillham are you still here???, Edward Arrington
• RE: NDT for 304 vs 316 stainless?, Christopher Wright
• Re: Timber Rivets, Kris Hamilton
• Re: Shear Flow, ASQUILALA
• Nails, Gobo, Gina
• Re: Nails, Albert J. Meyer, Jr.
• Re: Nails, Ron La Plante
• Re: Information Bulletin ST-12, SDGSE
• Holddown Eccentricity, SEConsultant
• RE: Nails, SEConsultant
• RE: Holddown Eccentricity, Jeff Smith
• Retaining walls, JGPE1
• RE: Retaining walls, Ritter, Mike
• Re: Trivia - Where did the term Kip come from?, KRALIK Georg -NUCLEAR
• plaster wall as substrate for tile, Dan Vines
• RE: NDT for 304 vs 316 stainless?, Kipke, Richard
• Re: Nails, Lanny J. Flynn
• required live load for bank lobby, Dan Vines
• RE: required live load for bank lobby, Sprague, Harold O.
• Re: Retaining walls, JayLCrawf
• RE: required live load for bank lobby, Dan Vines
• Re: plaster wall as substrate for tile, Richard Lewis
• Looking for EOR of Town Center Mall - Palm Desert California, SEConsultant
• Building Inspection Services Needed, SEConsultant
• Archuletta? Los Angeles Based Architect, SEConsultant
• RE: required live load for bank lobby, KSP
• Office Communication Challenges, Ed Fasula
• Software/hole in plate, Ajay Ray
• Re: Office Communication Challenges, Greg Smith
• RE: Office Communication Challenges, William Keil
• RE: Software/hole in plate, Mark E. Deardorff
• required live load for bank lobby, Roger Turk
• Re: Software/hole in plate, Alberto Guida
• Re: Nails, Robert Shaffer
• RE: required live load for bank lobby, Roger Turk

Thu Feb 17 02:53:16 GMT 2000

• Special Moment Resisting Steel Frames (SMRF), Elly rejuso
• Re: plaster wall as substrate for tile, Pete Barker
• Re: required live load for bank lobby, Peter McCormack
• Concrete Carbon Wrap, James Lane, P.E.
• RE: Acoustic problem., Roger Turk
• Re: Concrete Carbon Wrap, Pat Ebner
• Re: Concrete Carbon Wrap, Mark Ketchum
• Re: Concrete Carbon Wrap, npitera
• Re: Concrete Carbon Wrap, SASQUAKE
• RE: Special Moment Resisting Steel Frames (SMRF), Charlie Carter
• Re: RE: Special Moment Resisting Steel Frames (SMRF), Rick Byrd
• RCI's 2000 Building Envelope Symposia - Call for papers, JCohen
• Concrete Carbon Wrap, desi . kiss
• Concrete Beam Bearing Length, Chris Towne
• Re: Concrete Carbon Wrap, Charley Hamilton
• Reliability/Redundancy Factor, npitera
• Re: CAD steel book and software, Fountain Conner
• INFILLED FRAMES, satd
• Re: Concrete Carbon Wrap, NRoselund
• Re: Re: CAD steel book and software, Richard Lewis
• Vision 2000, Charley Hamilton
• Re: Concrete Carbon Wrap, james korff pe pmp
• Re: Concrete Carbon Wrap, james korff pe pmp
• Shear Wall W/ Wood I-Joist Rafters, Richard Lewis
• Re: CAD steel book and software, chuckuc
• Post-tensioned slabs on grade - need advice, Jim Bailey
• RE: CAD steel book and software, Scott, William N.
• Re: Re: CAD steel book and software, Richard Lewis
• RE: Post-tensioned slabs on grade - need advice, Sprague, Harold O.

Fri Feb 18 00:15:50 GMT 2000

• Re: Post-tensioned slabs on grade - need advice, Mike
• RE: Office Communication Challenges, Sherman, William
• Shear Wall W/ Wood I-Joist Rafters, Roger Turk
• Fw: ??? T Eric Gillham are you still here???, T. Eric Gillham PE
• Hold-down eccentricity, RShreenan
• Firewall Construction, Jenkins Engineering, Inc.
• RE: Firewall Construction, FERGUSON, GREGORY N
• RE: CAD steel book and software, KSP
• Re:Wood I-Joist Rafters, Chanel1096
• Flexible steel diaphragm cantilever?, Sherman, William
• Re: Firewall Construction, jpd
• re: Re:Wood I-Joist Rafters, Arvind K. Bisarya
• Re: Shear Wall W/ Wood I-Joist Rafters, Richard Lewis
• STRUCTURAL ENGINEERING MAGAZINE, Brian K. Smith
• RE: Post-tensioned slabs on grade - need advice, Brian K. Smith
• Re: STRUCTURAL ENGINEERING MAGAZINE, John Dewar
• Bent column, Jesse D. Moore
• RE: STRUCTURAL ENGINEERING MAGAZINE, FERGUSON, GREGORY N
• RE: Shear Wall W/ Wood I-Joist Rafters, Mark E. Deardorff
• Re: Shear Wall W/ Wood I-Joist Rafters, GEOHAK
• Information on "flourogold" slide bearings, Michael Sloey
• STRUCTURAL ENGINEERING MAGAZINE, Roger Turk
• RE: Information on "flourogold" slide bearings, BILL PULYER
• Re: Bent column, Rick . Drake
• Information on "flourogold" slide bearin, Roger Turk
• RE: Information on "flourogold" slide bearings, Cain, William
• RE: Information on "flourogold" slide bearings, Sprague, Harold O.
• RE: Hold-down eccentricity, SEConsultant
• RE: Information on "flourogold" slide bearings, Ed Marshall
• RE: STRUCTURAL ENGINEERING MAGAZINE, Bob Shaw
• Re: STRUCTURAL ENGINEERING MAGAZINE, Phil Hodge
• RE: STRUCTURAL ENGINEERING MAGAZINE, Caldwell, Stan
• A wish, Luis F. Zapata

Sat Feb 19 02:09:21 GMT 2000

• Comp: Networking the Intelligent Home, SEConsultant
• RE: Comp: Networking the Intelligent Home, Mark E. Deardorff
• RE: 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

Sun Feb 20 02:19:40 GMT 2000

• Re: Comp: Networking the Intelligent Home, Dick Dunbar
• Re: UBC/LA City Code and Lateral Design Forces, GEOHAK
• RE: UBC/LA City Code and Lateral Design Forces, SEConsultant
• RE: Testing the waters in Court, SEConsultant
• RE: Comp: Networking the Intelligent Home, SEConsultant
• Suggested Reading, Rbengrguy
• Bent Column, Pickett, Spence
• 1994 Table 23-I-F, Mark D. Baker
• Re: 1994 Table 23-I-F, Bart Needham

Mon Feb 21 00:37:46 GMT 2000

• Steel Connection Design Costs, Paul Feather
• Discovery Channel, Ido Shimony
• !997 FEMA 273 Guidelines Overturning Problems, FEMCCLURE
• RE: !997 FEMA 273 Guidelines Overturning Problems, Mark E. Deardorff
• [no subject], Kurt Lindorfer
• RE: Steel Connection Design Costs, Charlie Carter
• Epoxi properties., Rodrigo Lema
• RE: Steel Connection Design Costs, BILL PULYER
• Re: Epoxi properties., COEngineer
• RE: Steel Connection Design Costs, Mark Gilligan
• Epoxi properties., Roger Turk
• Reliability/Redundancy Factor, npitera
• Re: Reliability/Redundancy Factor, Edward Arrington
• Re: Reliability/Redundancy Factor, npitera
• Re: Testing the waters in Court, GEOHAK
• Re: Reliability/Redundancy Factor, Edward Arrington
• Re: Reliability/Redundancy Factor, npitera
• Re: Reliability/Redundancy Factor, Arvind K. Bisarya
• Re: Reliability/Redundancy Factor, npitera
• Re: Reliability/Redundancy Factor, Arvind K. Bisarya
• FW: Steel-Detail: Calculations, BILL PULYER
• Re: Reliability/Redundancy Factor, npitera
• RE: Reliability/Redundancy Factor, Mark E. Deardorff
• J & L Steel, Zachary Goswick
• RE: UBC/LA City Code and Lateral Design Forces, SEConsultant
• RE: Testing the waters in Court, SEConsultant
• Re: J & L Steel, Jim Kestner
• Re: J & L Steel, Nels Roselund
• RE: UBC/LA City Code and Lateral Desig, Roger Turk
• J & L Steel, Roger Turk

Tue Feb 22 05:00:00 GMT 2000

• RE: UBC/LA City Code and Lateral Design, SEConsultant
• Re: UBC/LA City Code and Lateral Design, GEOHAK
• Re: UBC/LA City Code and Lateral Design Forces, GEOHAK
• RE: Testing the waters in Court, Charles Greenlaw
• RE: A wish, Baltar, Joe MR
• RE: J & L Steel, Zachary Goswick
• RE: Comp: Networking the Intelligent Home, Ron Hill
• RE: Comp: Networking the Intelligent Home, Polhemus, Bill
• RE: Comp: Networking the Intelligent Home, Dan Vines
• RE: Comp: Networking the Intelligent Home, Polhemus, Bill
• Re: Comp: Networking the Intelligent Home, Bruce D Pooley
• Re: UBC/LA City Code and Lateral Design, Christopher Wright
• RE: Comp: Networking the Intelligent Home, Polhemus, Bill
• Re:, GEOHAK
• Re: Economic loss and EOR liability, GEOHAK
• Re: Economic loss and EOR liability, GEOHAK
• Re: Economic loss and EOR liability, GEOHAK
• Re: Negligence per se ( another misconception), GEOHAK
• RE: Comp: Networking the Intelligent Home, Dan Vines
• Re: Damage Claims, Christopher Wright
• RE: Comp: Networking the Intelligent Home, Christopher Wright
• RE: Negligence per se ( another misconception), Mark E. Deardorff
• Re: Comp: Networking the Intelligent Home, Edwin Schmeckpeper
• Re: Negligence per se ( another misconce, Roger Turk
• Re: Comp: Networking the Intelligent Hom, Roger Turk
• RE: Comp: Networking the Intelligent Hom, Bill Allen
• Re: Negligence per se ( another misconception), GEOHAK
• RE: Negligence per se ( another misconception), Christopher Wright
• Re: Damages to reputation v damages to property, GEOHAK
• RE: Negligence per se ( another misconception), Mark E. Deardorff
• UBC Queston -Water Storage Welded Steel Tank Site on Hayward Fau lt location, Lakhani, Sid
• forklift vs. crane column, David Handy
• RE: Negligence per se ( another misconception), Yousefi, Ben
• aci 318, David Handy
• Re: Negligence per se ( another misconception), GEOHAK
• 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
• RE: forklift vs. crane column, Sprague, Harold O.
• Retrofit Involving Steel Joists, Polhemus, Bill
• Re: aci 318, Michael Bryson
• RE: Negligence per se ( another misconception), SEConsultant
• RE: Comp: Networking the Intelligent Home, SEConsultant
• RE: Negligence per se ( another misconception), SEConsultant
• RE: Economic loss and EOR liability, SEConsultant
• RE: Negligence per se ( another misconception), SEConsultant
• RE: Comp: Networking the Intelligent Home, Dan Vines
• RE: Steel Joists - Shop drawing review, Alan Howell
• RE: Retrofit Involving Steel Joists, Dan Vines
• RE: Retrofit Involving Steel Joists, BILL PULYER
• Brick Walled Warehouse, PeckEngineering
• Re: Negligence per se ( another misconception), GEOHAK
• Hold-Down Eccentricity and Capacity of the Vertical Wood Member, Terri

Wed Feb 23 01:02:53 GMT 2000

• Steel Joists - Shop drawing review, Edward Jonson
• RE: Negligence per se ( another misconception), SEConsultant
• RE: Retrofit Involving Steel Joists, Sprague, Harold O.
• FW: Urgent help required regarding combined stresses above yield, Dave Meney
• RE: Urgent help required regarding combined stresses above yield, Dave Meney
• RE: Comp: Networking the Intelligent Home, SEConsultant
• Re: aci 318 Seismic provisions, marfra
• RE: Negligence per se ( another misconception), Mark E. Deardorff
• 10 TOn Crane Design!, Ajay Mallik
• UBC zone 2 wall-frame int. systems, Panos Trochalakis
• Urgent help required regarding combined stresses above yield, Dave Meney
• Re: "Hold-Down Eccentricity and Capacity of the Vertical Wood Member", chuckuc
• Re: Negligence per se ( another misconception), SDGSE
• RE: "Hold-Down Eccentricity and Capacity of the Vertical Wood Member", SEConsultant
• RE: Comp: Networking the Intelligent Home, Scott E Maxwell
• RE: Retrofit Involving Steel Joists, Mark E. Deardorff
• Re: "Hold-Down Eccentricity and Capacity of the Vertical Wood Member", chuckuc
• RE: Negligence per se ( another misconception), SEConsultant
• Re: Steel Joists - Shop drawing review, npitera
• Re: Retrofit Involving Steel Joists, Mark Johnson
• Firewalls(for preventing fire propogation), RajSTC
• RE: Comp: Networking the Intelligent Home, Polhemus, Bill
• RE: aci 318 Seismic provisions, Sprague, Harold O.
• RE: Firewalls(for preventing fire propagation), Sprague, Harold O.
• RE: Urgent help required regarding combined stresses above yield, Caldwell, Stan
• Re: Firewalls(for preventing fire propagation), RajSTC
• RE: aci 318 Seismic provisions, Joyce Fuss
• Re: Brick Walled Warehouse, Nels Roselund
• RE: aci 318 Seismic provisions, Yousefi, Ben
• RE: Firewalls(for preventing fire propogation), Yousefi, Ben
• Re: EOR and Damages, GEOHAK
• Re: Negligence per se ( another misconception), GEOHAK
• Steel connection sofware - QUICK-CONNECT, nattamai mohanram
• Re: EOR and Damages, Christopher Wright
• Re: EOR and Damages, SDGSE
• Re:, GEOHAK
• Re: EOR, Damages ...and the dreaded disciplinary actions, GEOHAK
• Confinement Reinforcement Spacing, npitera
• Plaster, MRodrig273
• Re: Confinement Reinforcement Spacing, Charley Hamilton

Thu Feb 24 00:58:44 GMT 2000

• Re: please help me to leave this site, jean carlos
• RE: please help me to leave this site, Dave Meney
• Shelf Angles, Zachary Goswick
• Free DSL Service, Aswin - JPS
• Re: Plaster, Nels Roselund
• Re: EOR, Damages ...and the dreaded disciplinary actions, Charles Greenlaw
• What means EOR?, Glauco
• Re: Plaster, Walter Sawruk
• Re: What means EOR?, Barry H. Welliver
• Re: What means EOR?, Fountain Conner
• RE: What means EOR?, Dan Vines
• Off-subject(?): Indiana PE exam(s), Jack_Creviston
• Re: Off-subject(?): Indiana PE exam(s), Peter McCormack
• RE: Off-subject(?): Indiana PE exam(s), Albert Meyer
• Re: Off-subject(?): Indiana PE exam(s), Scott E Maxwell
• RE: Off-subject(?): Indiana PE exam(s), Albert Meyer
• Re: Off-subject(?): Indiana PE exam(s), Jack_Creviston
• RE: Off-subject(?): Indiana PE exam(s), Charles Greenlaw
• RE: Steel connection sofware - QUICK-CONNECT, Caldwell, Stan
• Re: Off-subject(?): Indiana PE exam(s), Scott E Maxwell
• RE: Off-subject(?): Indiana PE exam(s), Scott E Maxwell
• RE: California SE exam, Albert Meyer
• RE: Off-subject(?): Indiana PE exam(s), Mark E. Deardorff
• Question concerning the Special Civil/Seismic Principals & Engine ering Surveying Examination, Andrew H. Miller
• Re: Off-subject(?): Indiana PE exam(s), Fountain Conner
• Re: Hold-down eccentricity, chuckuc
• Re: Off-subject(?): Indiana PE exam(s), Mike O'Brien
• RE: California SE exam, Charles Greenlaw
• Re: Trivia, ParkerSCal
• Re: Trivia, JCohen
• Re: ENGLISH VS. METRIC, ParkerSCal
• Re: Shop Splices of Steel Beams, ParkerSCal
• Re: Trivia - Where did the term Kip come from?, ParkerSCal

Fri Feb 25 00:04:00 GMT 2000

• WOOD: Lateral Design Software, Bill Allen
• diaphragm deflection, seaint-return
• RE: California SE exam, Cain, William
• diaphragm deflection, seaint-return
• RE: WOOD: Lateral Design Software, Mark E. Deardorff
• RE: diaphragm deflection, Mark E. Deardorff
• Re: California SE exam, Albert J. Meyer, Jr.
• RE: WOOD: Lateral Design Software, SEConsultant
• RE: Hold-down eccentricity, SEConsultant
• RE: WOOD: Lateral Design Software, Bill Allen
• New york bookstores, marfra
• [no subject], satd
• Design of SMRF, satd
• Re: Retrofit Involving Steel Joists, Philip T. Hodge
• Re: Steel Joists - Shop drawing review, Philip T. Hodge
• RE: California SE exam, Charles Greenlaw
• SE Examinations, Ron O. Hamburger
• Re: California SE exam, Peter McCormack
• diaphragm deflection, seaint-return
• RE: diaphragm deflection, Mark E. Deardorff
• Grout Strength, Brian K. Smith
• RE: WOOD: Lateral Design Software, Caldwell, Stan
• RE: SE Examinations, Bill Allen
• Grade 8 Bolts, Fountain Conner
• WOOD: Lateral Design Software, Larry Hauer
• RE: diaphragm deflection, Mark E. Deardorff
• RE: WOOD: Lateral Design Software, Mark E. Deardorff
• RE: WOOD: Lateral Design Software, Bill Allen
• Re: Grade 8 Bolts, Christopher Wright
• RE: Design of SMRF, Yousefi, Ben
• Re: WOOD: Lateral Design Software, chuckuc
• NEHRP Maps, Scott E Maxwell
• RE: WOOD: Lateral Design Software, Mark E. Deardorff
• Engineering services in CA, Peter McCormack
• RE: Grout Strength, Sprague, Harold O.
• deadman design, Fitzgerald, John
• RE: Grout Strength, Brian K. Smith
• RE: WOOD: Lateral Design Software, Larry Hauer
• Wood shrinkage, JPRiley485
• RE: Wood shrinkage, George Richards, P.E.
• Re: Wood shrinkage, Steve Jacobsen
• FHA Publications, Jenkins Engineering, Inc.
• RE: Wood shrinkage, Charles Espenlaub
• RE: deadman design, Brian K. Smith
• Re: FHA Publications, Bart Needham

Sat Feb 26 00:41:38 GMT 2000

• Re: Wood shrinkage, Bruce D Pooley
• Wood Analysis Programs, merrick group
• RE: WOOD: Lateral Design / Link to Testing the Waters Thread, SEConsultant
• Re: Wood shrinkage, Charles Greenlaw
• RE: WOOD: Lateral Design Software, Mark E. Deardorff
• Re: WOOD: Lateral Design Software, Joseph R. Grill
• RE: Wood Analysis Programs, SEConsultant
• Re: NEHRP Maps, Ron La Plante
• Wind Pressure Coefficient, Cq, Question., SDGSE
• Re: WOOD: Lateral Design / Link to Testing the Waters Thread, chuckuc
• RE: WOOD: Lateral Design / Link to Testing the Waters Thread, SEConsultant
• Re: WOOD: Lateral Design / Link to Testi, Roger Turk

Sun Feb 27 01:14:46 GMT 2000

• EOR and Construction Defects, GEOHAK
• RE: EOR and Construction Defects, Jeff Smith
• RE: EOR and Construction Defects, SEConsultant
• Seismic Publications and Sites, Peter Lam
• Re: EOR and Construction Defects, chuckuc
• RE: EOR and Construction Defects, SEConsultant
• Underhung Crane Design - Lateral Forces, Bobby Jenkins
• Re: Engineering services in CA, David Hall

Mon Feb 28 00:15:11 GMT 2000

• Re: Underhung Crane Design - Lateral Forces, Domenic DeAngelo
• Re: EOR and Construction Defects, GEOHAK
• Steel ARCH Question, TahirQ
• RE: Grade 8 Bolts, Novak, Dan
• RE: Underhung Crane Design - Lateral Forces, MKnight
• Re: deadman design, John R Decator Jr
• Re: FHA Publications, Claret Heider
• Re: Grade 8 Bolts, Neil Glaser
• RE: Grade 8 Bolts, MKnight
• Pool Framing, Randy Diviney
• RE: Pool Framing, Robert Rollo
• Re: deadman design, Jim Kestner
• RE: Grout Strength, Sprague, Harold O.
• RE: deadman design, Sprague, Harold O.
• RE: Grade 8 Bolts, Sprague, Harold O.
• RE: Pool Framing, Sprague, Harold O.
• RE: Underhung Crane Design - Lateral Forces, Armijo, John J (PWCSD 273)
• Re: Underhung Crane Design - Lateral Forces, RajSTC
• RE: Pool Framing, Mark Gilligan
• RE: California SE exam, Martin W. Johnson
• Re: WOOD: Lateral Design / Link to Testi, KTarlow
• RE: Shelf Angles, Charlie Carter
• RE: WOOD: Lateral Design / Link to Testi, Polhemus, Bill
• RE: [StrucTX] Grade 8 Bolts, Charlie Carter
• Need Recommendation for Chicago Based Architect for Residence Remodel, SEConsultant
• Re: Wind Pressure Coefficient, Cq, Question., SDGSE
• Tenant Improvement, FSRahbar
• RE: WOOD: Lateral Design / Link to Testi, SEConsultant
• Re: Pool Framing, John Dewar
• RE: California SE exam, Charles Greenlaw

Tue Feb 29 00:28:37 GMT 2000

• Re: OSB sheathing exposed to wet and dry climates, Elly rejuso
• ST-12 Bulletin, M.J. Huszcz
• Fwd: Tenant Improvement, FSRahbar
• Re: Grade 8 Bolts, Paul Ransom
• questions regarding transite roof decking, Robert W. Williams
• Re: questions regarding transite roof decking, Scott A Jensen/SAJ5/CC01/INEEL/US
• RE: Steel Joists - Shop drawing review, Sherman, William
• RE: California SE exam, Martin W. Johnson
• Slab on Grade, Argue and Associates
• 2000 SEAOC Convention, Constantine Shuhaibar
• RE: Slab on Grade, Sprague, Harold O.
• Concrete Floor Cracks, E.B.Davison, P.Eng.
• Re: California SE exam, EDLStruct
• Concrete Floor Cracks, Dick_Roberts
• Transmission Line Tower Foundations, ARW
• Fw: [wind_haz_mit] Re: Fw: Wind Pressure Coefficient, Cq, Question., JCohen
• Concrete Floors on Ground, Dick_Roberts
• Re: Transmission Line Tower Foundations, Peter McCormack
• RE: WOOD: Lateral Design / Link to Testi, Kipke, Richard
• 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
• Re: Transmission Line Tower Foundations, ARW
• RE: California SE exam, Charles Greenlaw
• RE: How about a private listservice for Plan Check Engineers?, Yousefi, Ben
• Re: Transmission Line Tower Foundations, Adolfo Galvez
• Why make any discussions private?, GEOHAK
• RE: Mail Delivery Problem to Irwin Romel, Polhemus, Bill
• Re: Mail Delivery Problem to Irwin Romel, Christopher Wright

Wed Mar 01 00:45:52 GMT 2000

• Re: Why make any discussions private?, vicpeng
• 1997 UBC Interstory Drift Requirements for Glass Cladding, FEMCCLURE
• Old bridges and rivets, David Handy
• RE: Why make any discussions private?, SEConsultant
• Re: questions regarding transite roof decking, r nester
• Re: Mail Delivery Problem to Irwin Romel, Neil Moore
• Re: Steel Joists - Shop drawing review, Philip T. Hodge
• RE: Steel Joists - Shop drawing review, Roger Davis
• Re: questions regarding transite roof decking, David Handy
• RE: Grout Strength, Brian K. Smith
• Re: Transmission Line Tower Foundations, Peter McCormack
• Off Topic, Are you a flamer?, Fountain Conner
• Floor Vibration, Acie Chance
• RE: Floor Vibration, Jeff Smith
• Re: Floor Vibration, Charley Hamilton
• Ice Expansion Force, Daniel A. Estabrooks
• RE: Floor Vibration, Dave Adams
• RE: Floor Vibration, Cain, William
• Re: Floor Vibration, Richard Lindenberg
• Mat Foundations, Chanel1096
• bins, hoppers, silos and bunkers, KSP
• RE: bins, hoppers, silos and bunkers, BILL PULYER
• Re: bins, hoppers, silos and bunkers, Mark McCormick
• RE: Ice Expansion Force, William Keil
• Re: Mat Foundations, Peter McCormack
• RE: bins, hoppers, silos and bunkers, Ed Marshall
• Welding material of different thickness, David Evangelista, PE
• Re: Ice Expansion Force, Christopher Wright
• RE: Floor Vibration, Charlie Carter
• Re: bins, hoppers, silos and bunkers, Christopher Wright
• RE: Floor Vibration, Charlie Carter
• Old bridges and rivets (again), David Handy
• RE: Welding material of different thickness, Charlie Carter
• RE: Ice Expansion Force, Scott, William N.
• Re: Ice Expansion Force, Patrick F. Quinn
• RE: bins, hoppers, silos and bunkers, Sherman, William
• Ice expansive force, James Allen

Thu Mar 02 00:09:26 GMT 2000

• RE: Old bridges and rivets (again), Charlie Carter
• Re: How about a private listservice for Plan Check Engineers?, Marcelo Picarelli
• Re: Old bridges and rivets, Philip T. Hodge
• Re: Ice expansive force, L. Thomas Bayne
• Re: Mat Foundations, npitera
• RE: How about a private listservice for Plan Check Engineers?, SEConsultant
• Re: Old bridges and rivets (again), Omar M. Waqfi
• Re: Mat Foundations, Roger Turk
• RE:SE Exam, Ron O. Hamburger
• Re: Old bridges and rivets, Roger Turk
• Re: Steel Joists - Shop drawing review, Paul Ransom
• Re: Ice expansive force, Christopher Wright
• Re: Ice Expansion Force, Rhkratzse
• Re: Ice Expansion Force, Patrick F. Quinn
• off topic - excel question, KSP
• RE: off topic - excel question, Mark E. Deardorff
• RE: off topic - excel question, David Kerins
• Basketball Backboards, La Count, Curt
• RE: off topic - excel question, Brent Koch
• Re: Software Developers participation in list discussions, Johnny Drozdek
• Re: Basketball Backboards, Bart Needham
• RE: off topic - excel question, Greatorex, Alan R ERDC
• RE: off topic - excel question, Charles Espenlaub
• RE: Floor Vibration, Evan Jorgensen
• Re: Basketball Backboards, Charley Hamilton
• Re: Slab on Grade, L. Thomas Bayne
• Re: Old bridges and rivets (again), Nels Roselund
• RE: Old bridges and rivets (again), Charlie Carter
• Re: How about a private listservice for Plan Check Engineers?, vicpeng
• Re: Old bridges and rivets (again), Jim Kestner
• removal, Mvpsc
• Re: Software Developers participation in list discussions, vicpeng
• Project Engineer wanted, Discoe, Maia
• New California State Architect, fturner
• Re: How about a private listservice for, Roger Turk
• Re: How about a private listservice for, Christopher Wright
• Re: Old bridges and rivets (again), Kris Hamilton
• RE: New California State Architect, Charles Espenlaub
• RE: New California State Architect, Cain, William
• Re: New California State Architect, fturner
• Reliability/Redundancy Factor p, Tom . Hunt
• Re: Steel Joists - Shop drawing review, Mike O'Brien
• RE: How about a private listservice for, SEConsultant
• Re: RE: New California State Architect, Rick Byrd

Fri Mar 03 00:16:58 GMT 2000

• RE: Reliability/Redundancy Factor p, Mark E. Deardorff
• Steel shop drawing review & stamp, James Allen
• RE: Reliability/Redundancy Factor p, Tom . Hunt
• RE: How about a private listservice for, Sprague, Harold O.
• Re: New California State Architect, SASQUAKE
• Response to Keymark Message and additional Questions, SEConsultant
• Re: Steel Joists - Shop drawing review, Charles Greenlaw
• Re: Steel Joists - Shop drawing review, Philip T. Hodge
• [OT] [JOKE] Miscommunication, Roger Turk
• Re: Steel Joists - Shop drawing review, Roger Turk
• Re: [OT] [JOKE] Miscommunication, Charles Greenlaw
• RE: How about a private listservice for, Jim Persing
• Steel Lead Time, Randy Diviney
• Lead time for steel, Randy Diviney
• RE: Lead time for steel, Alan Howell
• RE: Lead time for steel JOISTS, Polhemus, Bill
• RE: Steel Joists - Shop drawing review, Polhemus, Bill
• RE: Lead time for steel, Charlie Carter
• Re: Lead time for steel JOISTS, John Riley
• RE: Lead time for steel JOISTS, Polhemus, Bill
• Wind load on open box, James Lane, P.E.
• RE: Wind load on open box, Robert Rollo
• [no subject], Rick . Drake
• RE: Wind load on open box, Cain, William
• RE: Wind load on open box, Lutz,James
• Re: Wind load on open box, Charles Greenlaw
• RE: Area separation walls, Sprague, Harold O.
• FEMA 310 vs FEMA 178, SASQUAKE
• Wind load on open box, Roger Turk
• RE: Mat Foundations, Lutz,James
• FW: Wind load on open box, La Count, Curt
• Re: Response to Keymark Message and additional Questions, Johnny Drozdek
• Re: FEMA 310 vs FEMA 178, Lynn
• Re: Lead time for steel JOISTS, Mark Johnson
• ICBO ER, james korff pe pmp
• RE: ICBO ER, George Richards, P.E.
• RE: ICBO ER, Bill Allen
• RE: Lead time for steel JOISTS, Brian K. Smith
• RE: Lead time for steel JOISTS, Brian K. Smith
• Re: ICBO ER, vicpeng

Sat Mar 04 00:31:03 GMT 2000

• Re: ICBO ER, Charles Greenlaw
• Re: Lead time for steel JOISTS, Philip T. Hodge
• Minimum Column and Girder Sizes, Roy Sharif M. Sison
• Re: off topic - excel question, ASQUILALA
• Re: ICBO ER, Fariborz Tehrani
• Re: ICBO ER, Nels Roselund
• [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
• Re:, John Riley
• Stamping by SE vs. CE, Steve Uthoff
• Re: Stamping by SE vs. CE, Robert J Bossi, PE
• Bridge replacement, AGHBAL YOUNESSE

Mon Mar 06 17:32:05 GMT 2000

• RE: Lead time for steel JOISTS, Polhemus, Bill
• MS Project 2000, Joseph Harouni
• Re: Area separation walls, Lanny J. Flynn
• Re: off topic - excel question, L. Thomas Bayne
• Plz. type in the subject of your e-mail, EDLStruct
• Printing htm Pages, Richard Lewis
• Re: Plz. type in the subject of your e-mail, GEOHAK
• RE: Plz. type in the subject of your e-mail, William Keil
• Re: Printing htm Pages, Scott E Maxwell
• Joist web sizes, Robert Rollo
• RE: Lead time for steel JOISTS, Brian K. Smith
• Re: Plz. type in the subject of your e-mail, L. Thomas Bayne
• Re: Printing htm Pages, Jie Lu, P.E., S.E.
• RE: Plz. type in the subject of your e-mail, SEConsultant
• MRF - WF bm & pipe col, Dave Evans
• MARCH - SEAOSC Orange County Dinner Meeting, David Pomerleau
• RE: MRF - WF bm & pipe col, Yousefi, Ben

Tue Mar 07 00:52:10 GMT 2000

• accelerographs, Panos Trochalakis
• RE: SEAOSC March O.C. Dinner Mtg --- DON'T MISS IT !!!, David Pomerleau
• Stack bond on Calif. Schools, Rick Byrd
• Re: Joist web sizes, Philip T. Hodge
• Fwd: Tedds Software, NDZ28
• Re: Area separation walls, 박희광
• Re: seaint Digest for 4,5,6 Mar 2000?, Shafat Qazi
• RE: Printing htm Pages, Peter Debney
• RE: Lead time for steel JOISTS, David Hall
• Re: accelerographs, Fariborz Tehrani
• RE: Printing htm Pages, Polhemus, Bill
• RE: Lead time for steel JOISTS, Mark Gilligan
• UBC, Brian K. Smith
• Shop Drawings, Paul Feather
• 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
• RE: Details for a beam B 20 X 59, Bill Allen
• RE: Details for a beam B 20 X 59, Kevin Kaplan
• Re: Details for a beam B 20 X 59, Scott E Maxwell
• RE: Details for a beam B 20 X 59, Lutz,James
• X-ray equip and surgical light supports, John Riley
• RE: CE vs IT, Bill Allen

Wed Mar 08 00:25:50 GMT 2000

• RE: UBC, Brian K. Smith
• enercalc problem?, Michael D. Brooks
• Details for a beam B 20 X 59, Roger Turk
• effective flange width for concrete box girder, Eric Lindquist
• Re: accelerographs, Edward Arrington
• RE: UBC, Bill Allen
• Threaded Rod Data, Barry H. Welliver
• Re: seaint Digest for 4,5,6 Mar 2000?, Dick Dunbar
• RE: effective flange width for concrete box girder, Mike Valley
• Re: seaint Digest for 4,5,6 Mar 2000?, Paul Ransom
• MS Project 2000, Joseph Harouni
• RE: Tedds Software, Joseph Harouni
• Re: Threaded Rod Data, Mark Johnson
• a story, G. Bunkers
• UBC, Roger Turk
• Enercalc Problem - Network setup, Edward Arrington
• Re: MRF - WF bm & pipe col, npitera
• Re: seaint Digest for 4,5,6 Mar 2000?, kassam
• Re: X-ray equip and surgical light supports, Patrick Rodgers
• Feelin' California, Philip T. Hodge
• effective flange width for concrete box, Roger Turk
• Re: UBC, Mark Baker
• RE: Details for a beam B 20 X 59, Sprague, Harold O.
• RE: ICBO ER, Silva John (sj)
• RE: Tedds Software, Brian K. Smith
• Shop Drawings, Mark Gilligan
• Re: seaint Digest for 4,5,6 Mar 2000?, Arvind K. Bisarya
• Re: CE vs IT - IT HAPPENS, SASQUAKE
• SEAINT Digest March 4th and 5th, Dario Romano
• Re: MS Project 2000, Barry H. Welliver
• RE: UBC, npitera
• Residential Seismic Retrofitting Tax Credit, Barry H. Welliver
• RE: Shop Drawings, Alan Howell
• Re: Threaded Rod Data, Barry H. Welliver
• Re: a story, Jake Watson
• RE: UBC, Sprague, Harold O.
• Re: Fwd: Tedds Software, Teresa Dellies
• RE: INERNATIONAL DAY OF THE WOMAN, Polhemus, Bill
• INERNATIONAL DAY OF THE WOMAN, Wladimir Bassett A.
• Re: INERNATIONAL DAY OF THE WOMAN, JCohen
• Re: Threaded Rod Data, Bob Kazanjy
• engineering books, Vyacheslav Gordin
• RE: Threaded Rod Data, Sprague, Harold O.
• RE: INERNATIONAL DAY OF THE WOMAN, Peter McCormack
• RE: Printing htm Pages, Charlie Carter
• RE: INTERNATIONAL DAY OF THE WOMAN, Dee Henrie
• Re: Threaded Rod Data, Barry H. Welliver
• Stack bond on Calif. Schools, Rick Byrd
• Re: engineering books, Paul Feather
• Re: seaint Digest for 4,5,6 Mar 2000?, Swingle, Mark
• Re: engineering books, David Hall
• Engineering books, HBAP
• Re: Shop Drawings, Paul Feather
• RE: Printing htm Pages, Mark E. Deardorff
• Re: engineering books, Charley Hamilton
• Re: engineering books, Fariborz Tehrani
• RE: effective flange width for concrete box girder, Novak, Dan
• RE: INERNATIONAL DAY OF THE WOMAN, Polhemus, Bill
• RE: B sections, Matthew Jordan
• RE: Tedds Software, Joseph Harouni
• RE: B sections, Sprague, Harold O.
• Seeing the my sent e-mail, Joseph Harouni
• RE: MS Project 2000, Joseph Harouni
• RE: MS Project 2000, Fariborz Tehrani

Thu Mar 09 00:07:27 GMT 2000

• RE: Seeing the my sent e-mail, gharris801
• Re: INTERNATIONAL DAY OF THE WOMAN, JCohen
• Re: Seeing the my sent e-mail, Charley Hamilton
• RE: Tedds Software, Sprague, Harold O.
• Re: engineering books, Daniel Indrawan
• RE: Seeing the my sent e-mail, Bill Allen
• RE: Seeing the my sent e-mail, Cain, William
• ...no subject..., Arvind K. Bisarya
• Re: Seeing the my sent e-mail, Shafat Qazi
• shear wall blocking, John Fulginiti
• Re: effective flange width for concrete box girder, Omar M. Waqfi
• Re: UBC, ParkerSCal
• RE: engineering books, Polhemus, Bill
• Re: Engineering books, Robert Kazanjy
• ubc, KTarlow
• Fwd: CE vs IT - IT HAPPENS, Rbengrguy
• 14B17.2 properties, KSP
• RE: engineering books, Charlie Carter
• Enercalc, Madden, Gerard
• Re: UBC, Roger Turk
• Re: Shop drawings: who's responsibility?, GEOHAK
• RE: engineering books, Bill Allen
• RE: Seeing the my sent e-mail, SEConsultant
• horiz. diaph. blk'g., Mark Baker
• Re: Threaded Rod Data, Christopher Wright
• FEMA 310 vs FEMA 178. (Is FEMA 310 Prestandard ready for Prime Time?), FEMCCLURE
• RE: INERNATIONAL DAY OF THE WOMAN, Coleman, Ruth A.
• Re: Threaded Rod Data, Barry H. Welliver
• Re: INERNATIONAL DAY OF THE WOMAN, Bakerhall1
• Re: Seeing the my sent e-mail, Scott E Maxwell
• RE: Shop Drawings, Mark Gilligan
• RE: engineering books, Bill Allen
• Eurocode question, Rodrigo Lema
• Re: MRF - WF bm & pipe col, Glauco
• Re: Enercalc, Scott E Maxwell
• Re: Threaded Rod Data, Barry H. Welliver
• Re: Shop drawings: who's responsibility?, Roger Turk
• RE: MRF - WF bm & pipe col, Bob Shaw
• 14B17.2 properties, John Riley
• Re: Re: engineering books, Richard Lewis
• Re: Threaded Rod Data, Christopher Wright
• RE: UBC, Olive, Harry
• Enercalc, John Riley
• RE: Tedds Software, Carl Taylor
• Re: INERNATIONAL DAY OF THE WOMAN, Christopher Wright
• Re: Enercalc, Christopher Wright
• Re: Enercalc, Peter McCormack
• RE: Tedds Software, Sprague, Harold O.
• Re: Threaded Rod Data, SASQUAKE
• RE: Shop drawings: who's responsibility?, Brian K. Smith
• RE: Tedds Software, Brian K. Smith
• Re: Threaded Rod Data, Christopher Wright
• Re: FEMA 310 vs FEMA 178. (Is FEMA 310 Prestandard ready for PrimeTime?), Charles Greenlaw
• RE: Shop drawings: who's responsibility?, William Keil
• RE: Shop drawings: who's responsibility?, Roger Turk
• Re: horiz. diaph. blk'g., Bart Needham
• Retaining wall programs, KSP
• RE: Shop drawings: who's responsibility?, Sprague, Harold O.
• Test to see my e-mail (DELETE), Joseph Harouni
• Re: Retaining wall programs, Ed . Haninger

Fri Mar 10 01:38:12 GMT 2000

• horiz. diaph. blk'g., Mark D. Baker
• Re: Enercalc, John Riley
• Re: horiz. diaph. blk'g., vicpeng
• Re: horiz. diaph. blk'g., Robert Kazanjy
• CA State Engineer, Becker, Rick
• RE: Retaining wall programs, SEConsultant
• Re: shear wall blocking, John Rose
• Re: horiz. diaph. blk'g., John Rose
• Re: horiz. diaph. blk'g., Mark Baker
• RE: horiz. diaph. blk'g., SEConsultant
• Pile Cap Design Guidance, Bobby Jenkins
• RE: Pile Cap Design Guidance, Charles Espenlaub
• Re: shear wall blocking, Jake Watson
• Re: horiz. diaph. blk'g., Roger Turk
• Re: CA State Engineer, fturner
• Re: shear wall blocking, David Hall
• RE: shear wall blocking, George Richards, P.E.
• RE: Shop drawings: who's responsibility?, Brian K. Smith
• Re: shear wall blocking, chuckuc
• Visual Analysis, Brian K. Smith
• Grade 50 Steel, Jim Kestner
• RE: shear wall blocking, John Buchanan
• Re: The roof is still up there, Kris Hamilton
• RE: Grade 50 Steel, Charlie Carter
• Re: Pile Cap Design Guidance, Lanny J. Flynn
• Sloping Beam, Larsen, Trevor
• Re: Shop drawings: who's responsibility?, SASQUAKE
• RE: Grade 50 Steel, Roger Davis
• Re: Grade 50 Steel, Scott E Maxwell
• Re: Sloping Beam, Jim Kestner
• Re: The roof is still up there, Jim Kestner
• Re: Pile Cap Design Guidance, Daniel Indrawan

Sat Mar 11 01:27:44 GMT 2000

• PT SOG on expansive soil, MRodrig273
• RE: shear wall blocking, SEConsultant
• PT SOG on expansive soil, Roger Turk
• Re: shear wall blocking, chuckuc
• Visual Analysis User's Group, John Riley
• Sloping beam, John Riley
• Re: UBC, ParkerSCal
• Re: CE vs IT - IT HAPPENS, ParkerSCal
• Re: Sloping beam, Mark Ketchum

Sun Mar 12 03:56:33 GMT 2000

• Coffee Break, Yank2002
• Re: shear wall blocking, John Rose
• [no subject], Williston L. Warren, IV - S.E.
• RE:, Bill Allen

Mon Mar 13 00:41:46 GMT 2000

• Re:, jshipp
• Re: Bridge replacement, Vikrant Vikram Rastogi
• Re: Bridge replacement, Vikrant Vikram Rastogi
• Re: Visual Analysis User's Group, Richard Lindenberg
• Re: Sloping Beam, KSP
• Re: CE vs IT - IT HAPPENS, Peter McCormack
• Blast Resistant Doors, Polhemus, Bill
• Bridge nerds (was CE vs IT - IT HAPPENS), Dan Vines
• RE: Shop drawings: who's responsibility?, Sprague, Harold O.
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), Ido Shimony
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), Charley Hamilton
• RE: Shop drawings: who's responsibility?, Greatorex, Alan R ERDC
• Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Teresa Dellies
• re: Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Lanny J. Flynn, P.E., S.E.
• H-Piles Cap Plates, Olive, Harry
• Natural Frequency of Billboard, PEC - Lake City
• Re: H-Piles Cap Plates, Jim Kestner
• RE: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Sprague, Harold O.
• RE: H-Piles Cap Plates, Ed Marshall
• RE: H-Piles Cap Plates, Sprague, Harold O.
• RE: Natural Frequency of Billboard, Polhemus, Bill
• RE: Shop drawings: who's responsibility?, Sprague, Harold O.
• RE: Natural Frequency of Billboard, Sprague, Harold O.
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), Richard & audra
• Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, SASQUAKE
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), Charley Hamilton
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), SASQUAKE
• Re: CE vs IT - IT HAPPENS, ParkerSCal

Tue Mar 14 00:12:41 GMT 2000

• Libraries of FEM subroutines, Jose Paixao
• Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Philip T. Hodge
• Bearing on Exist. Clay Tile Wall?, Ed Fasula
• Truss Heel Shear Blocking, Ed Fasula
• Shop drawing review stamp, KSP
• re: Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, Lanny J. Flynn, P.E., S.E.
• NERDS, Rbengrguy
• Re: Truss Heel Shear Blocking, Jake Watson
• Re: Bridge nerds (was CE vs IT - IT HAPPENS), Christopher Wright
• Shop drawing review stamp, Roger Turk
• Re: Libraries of FEM subroutines, Christopher Wright
• PL stair stringer, Brad Friederichs
• Re: 4 STORY PRECAST PARKING GARAGE IN SEISMIC ZONE 4, vicpeng
• Re: Shop drawing review stamp, vicpeng
• 2000 Conference, vicpeng
• Re: Shop drawing review stamp, Roger Turk
• RE: Shop drawing review stamp, Roger Davis
• RE: Libraries of FEM subroutines, Ron Hill
• RE: Shop drawing review stamp, Polhemus, Bill
• Loads on Buried Pipes, Ritter, Mike
• RE: Loads on Buried Pipes, Ron Hill
• RE: Shop drawing review stamp, Brian K. Smith
• RE: PL stair stringer, Sprague, Harold O.
• Shop Drawing Review (approval), E.B.Davison, P.Eng.
• Re: Shop Drawing Review (approval), vicpeng
• RE: Shop drawing review stamp, Fitzgerald, John
• Re: Bearing on Exist. Clay Tile Wall?, Nels Roselund
• Re: Shop drawing review stamp, Nels Roselund
• Double joist nailing pattern, JCohen
• Re: Loads on Buried Pipes, MJL Engineering Ltd.
• Rebar Mechanical Splices, Acie Chance
• Re: Shop drawing review stamp, Christopher Wright
• Re: 2000 Conference, Constantine Shuhaibar
• PT SOG on expansive soil, Williston L. Warren, IV - S.E.
• Re: Shop drawing review stamp, Shashi Bhakta
• RE: H-Piles Cap Plates, David Handy
• RE: Loads on Buried Pipes, Dick_Roberts
• RE: PL stair stringer, Ron Larsen
• RE: Shop drawing review stamp, Polhemus, Bill
• RE: PL stair stringer, Bob Shaw
• RE: Rebar Mechanical Splices, Sprague, Harold O.
• RE: Shop drawing review stamp, Lutz,James
• RE: Rebar Mechanical Splices, Mark Rodgers
• Re: PL stair stringer, Brad Friederichs
• WM.Colors.AK Virus possibly received from seaint group, Discoe, Maia
• RE: Bearing on Exist. Clay Tile Wall?, Zachary Goswick
• Seismic Zone, Gobo, Gina
• RE: Rebar Mechanical Splices, Lutz,James
• Re: Shop Drawing Review (approval), E.B.Davison, P.Eng.
• RE: Rebar Mechanical Splices, Brent Koch
• RE: Seismic Zone, Sprague, Harold O.
• Thanks, Acie Chance
• Buried Pipe Demands, mkrakower
• RE: Double joist nailing pattern, Dan Vines

Wed Mar 15 00:30:42 GMT 2000

• RE: WM.Colors.AK Virus possibly received from seaint group, Discoe, Maia
• FIRE RATING QUESTION, TahirQ
• RE: Loads on Buried Pipes, Mike Murphy
• RE: WM.Colors.AK Virus possibly received, Roger Turk
• Expert witness fees, Jim Sadler
• RE: PL stair stringer, Charlie Carter
• RE: Loads on Buried Pipes, Ramirez, Victor
• RE: WM.Colors.AK Virus possibly received from seaint group, SEConsultant
• RE: Double joist nailing pattern, SEConsultant
• BRIDGE ENGINEEING FORUM ESTABLISHED, Majid Sarraf
• Re: Rebar Mechanical Splices, Nels Roselund
• FIRE RATING QUESTION, Byainc
• RE: WM.Colors.AK Virus possibly received from seaint group, Christopher Wright
• Expert witness fees, Roger Turk
• Re: Double joist nailing pattern, Al Meyer
• RE: WM.Colors.AK Virus possibly received, SEConsultant
• Engineer humor, Rhkratzse
• RE: WM.Colors.AK Virus possibly received, Peter Debney
• Re: Seismic Zone, Claret Heider
• RE: FIRE RATING QUESTION, Roger Davis
• RE: WM.Colors.AK Virus possibly received, Jack_Creviston
• SEAINT Home Page, Peter McCormack
• Charles Greenlaw's Comments on FEMA 310 vs FEMA 178 (Is FEMA 310 Prestandard ..., FEMCCLURE
• RE: Rebar Mechanical Splices, Sprague, Harold O.
• RE: Expert witness fees, Caldwell, Stan
• Performance/Ductility, satd
• RE: Rebar Mechanical Splices, Mark E. Deardorff
• Receipt of 3/14/00 4:29 PM message, TBenson
• RE: Performance/Ductility, Mike Valley
• RE: Rebar Mechanical Splices, Sprague, Harold O.
• vertical control joints in long CIP concrete shear walls, Dave Evans
• composite and non-composite steel beams-curved in plan, Sandip Guha
• Re: composite and non-composite steel beams-curved in plan, Jim Kestner
• RE: Rebar Mechanical Splices, Devlin, Dan
• Re: Performance/Ductility, Michael Bryson
• RE: composite and non-composite steel beams-curved in plan, Acie Chance
• Graduate Fellowships- Bridge/Structural Engieering, Majid Sarraf
• RE: vertical control joints in long CIP concrete shear walls, Sprague, Harold O.

Thu Mar 16 01:44:31 GMT 2000

• [no subject], seaint-return
• Re: SEAINT Home Page, Marcelo Picarelli
• RE: Charles Greenlaw's Comments on FEMA 310 vs. FEMA 178 (Is FEMA 310Prestandard ..., SEConsultant
• Re: Seismic Zone, SASQUAKE
• Re: Double joist nailing pattern, John Rose
• Re:, SASQUAKE
• Re: Double joist nailing pattern, Peter McCormack
• RE:, Polhemus, Bill
• RE: Wood Shearwall, Sprague, Harold O.
• Re: Charles Greenlaw's Comments on FEMA 310 vs. FEMA 178 (Is FEMA 310Prestandard ..., SASQUAKE
• OHBDC-nail laminated wood deck, David Handy
• Re: Charles Greenlaw's Comments on FEMA 310 vs. FEMA 178 (Is FEMA 310Prestandard ..., Charles Greenlaw
• RE: OHBDC-nail laminated wood deck, Olive, Harry
• RE: OHBDC-nail laminated wood deck, Fredericks, Douglas/SAC
• Re:, c2
• RE:, Polhemus, Bill
• Quality Control Manual, Polhemus, Bill
• Re: Quality Control Manual, Jim Kestner
• Oil Storage Tank Design, John Schenne

Fri Mar 17 00:18:28 GMT 2000

• Re: Expert witness fees, L. Thomas Bayne
• RE: Oil Storage Tank Design, James Allen
• Statute of Limitations, Jim Persing
• Re: Statute of Limitations, Rlfong
• Statute of Limitations, Roger Turk
• Re: Statute of Limitations, Richard & audra
• Re: Statute of Limitations, Charles Greenlaw
• RE: Statute of Limitations, Jim Persing
• RE: Statute of Limitations, Roger Turk
• RE: Statute of Limitations, Lutz,James
• Wood and Armer on R/C slabs, Mark Ketchum
• Precast Moment-Frame Lateral Systems in Zone 4, Attila Beres
• RE: Statute of Limitations, Roger Turk
• Re: Statute of Limitations, Barry H. Welliver
• RE: Quality Control Manual, Sprague, Harold O.
• Statute of Limitations, CarlS95
• beam splice - full pen weld requirements, KSP
• RE: beam splice - full pen weld requirements, Bob Shaw
• RE: beam splice - full pen weld requirements, DEVERE, PETER P. (JSC-ES)
• RE: beam splice - full pen weld requirements, Polhemus, Bill
• Re: Statute of Limitations, Christopher Wright
• RE: beam splice - full pen weld requirements, Tom . Hunt
• Re: beam splice - full pen weld requirements, Christopher Wright
• RE: Statute of Limitations, SEConsultant
• RE: Statute of Limitations, SEConsultant
• RE: Statute of Limitations, Bill Allen

Sat Mar 18 00:15:16 GMT 2000

• Re: Blast Resistant Doors, JayLCrawf
• Reinforced Concrete Design Question, Lakhani, Sid
• RE: Statute of Limitations, SEConsultant
• Re: Statute of Limitations, SASQUAKE
• RE: Statute of Limitations, Jim Persing
• Re: Reinforced Concrete Design Question, KH H
• Re: Statute of Limitations, JGPE1
• Fwd: RE: RE: Statute of Limitations, Rbengrguy
• Heat-straightening of Structural Steel, John Riley
• Re: Heat-straightening of Structural Steel, Steve Jacobsen
• Re: Statute of Limitations, Jake Watson
• RE: Heat-straightening of Structural Steel, Bob Shaw
• RE: Reinforced Concrete Design Question, Mark E. Deardorff
• ASCE Forensic Seminar, May 12, 2000, Irvine, CA, SCHFUN
• RE: Statute of Limitations, SEConsultant
• RE: Statute of Limitations, SEConsultant
• RE: Statute of Limitations and "doctors", Neil Moore
• RE: Statute of Limitations and "doctors", SEConsultant
• Trivia - RKO Pictures, SEConsultant

Sun Mar 19 01:00:46 GMT 2000

• Re: Statute of Limitations, Rbengrguy
• Re: Trivia - RKO Pictures, Bart Needham
• AISC Certification, Michael Zaitz
• RE: AISC Certification, Mark E. Deardorff
• 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
• Re: Satellite Dish, JCohen
• Re: Satellite Dish, Neil Moore
• Re: Trivia - RKO Pictures, Rbengrguy
• Re: AISC Certification, Michael Zaitz
• RE: Trivia - RKO Pictures, SEConsultant
• Re: AISC Certification, c2
• RE: Statute of Limitations and more..............., SEConsultant
• Re: Satellite Dish, Alexander Gutierrez
• Re: Satellite Dish, Philip T. Hodge

Mon Mar 20 02:08:57 GMT 2000

• Ventilation shaft and Head House, David Hall
• Re: Heat-straightening of Structural Steel, Kimberley Robinson
• Ventilation shaft and Head House, Mark Gilligan
• Gyp. Board Screws, Richard Lewis
• Re: AISC Certification, Mark Gilligan
• RE: Gyp. Board Screws, Charles Espenlaub
• RE: Heat-straightening of Structural Steel, Bob Shaw
• Post-Tensioned Flat Plates, Hasan Hindawi
• off topic (humor), Paul_Reilly
• Re: Ventilation shaft and Head House, Adolfo Galvez
• Wind Load on Buildings, RajSTC
• RE: Sloping Beam, Rex Donahey
• RE: Gyp. Board Screws, George Richards, P.E.
• Re: Wind Load on Buildings, Mark D. Anderson
• Jib Cranes, James F Fulton
• Prefabricated trusses using 4X4 members, MRodrig273
• Re: Prefabricated trusses using 4X4 members, Bart Needham
• Re: Prefabricated trusses using 4X4 members, John Riley
• 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
• RE: Large eave overhang, SEConsultant
• Re: AISC's Metric equiv. of WT13.5X51, Teresa Dellies

Tue Mar 21 00:03:12 GMT 2000

• Re: Post-Tensioned Flat Plates, KTarlow
• Re: Large eave overhang, David Handy
• Re: AISC Certification, c2
• Re: AISC Certification, John Riley
• Re: Large eave overhang, Nels Roselund
• RE: Large eave overhang, Dan Vines
• Re: Large eave overhang, Jake Watson
• Re: Jib Cranes, r nester
• Concrete Joist Shear, Barry H. Welliver
• Re: Large eave overhang, Barry H. Welliver
• Re: Slab Curl, Jim Kestner
• Cast Earth, Alex Nacionales
• Re: Slab Curl, JCohen
• RE: Slab Curl, Charles Espenlaub
• Re: Cast Earth, Nels Roselund
• Re: Re: Large eave overhang, Richard Lewis
• RE: Slab Curl, Mark E. Deardorff
• Slab Curl, Randy Diviney
• Re: AISC's Metric equiv. of WT13.5X51, Edward Arrington
• RE: AISC's Metric equiv. of WT13.5X51, Charlie Carter
• AISC's Metric equiv. of HSS, Sherman, William
• Re: Cast Earth, Fountain Conner
• Web Openings, Bruce Y. Zhong
• Engineers involved with UBC, RajSTC
• RE: Web Openings (software for), Charlie Carter
• RE: Web Openings, Charles Espenlaub
• Re: Web Openings, Teresa Dellies
• RE: AISC's Metric equiv. of HSS, Charlie Carter
• Omega Factor, Tom . Hunt
• RE: Engineers involved with UBC, Lutz,James
• Re: Web Openings, Javier Encinas
• [no subject], Daley, John
• Re: Engineers involved with UBC, Charles Greenlaw
• RE: Web Openings, Brian K. Smith

Wed Mar 22 02:08:22 GMT 2000

• RE: Web Openings, Bill Allen
• RE: Engineers involved with UBC, Jim Persing
• Re: Concrete Joist Shear, Jake Watson
• Re: Concrete Joist Shear, Nels Roselund
• Re: RE: Statute of Limitations, Rhkratzse
• Re: Engineers involved with UBC, Scott E Maxwell
• Re: Engineers involved with UBC, SASQUAKE
• Rebar in members resisting earthquake force, Soojin Hur
• Re: Large eave overhang - Eave Ender Holliefield, SASQUAKE
• Re: Concrete Joist Shear, Barry H. Welliver
• Re: 4 Way Flat Slabs, Jim Kestner
• Re: Concrete Joist Shear, Barry H. Welliver
• Re: 4 Way Flat Slab, Jim Kestner
• Concrete bearing Edge Distance, Chanel1096
• AASHTO 3.24.4, Edward Arrington
• High Strength Concrete, Allan Yango
• Re: Engineers involved with UBC, RajSTC
• RE: 4 Way Flat Slabs, Daley, John
• RE: 4 Way Flat Slab, Daley, John
• Engineers involved with UBC, CarlS95
• Pouring Long Walls, Jim Kestner
• RE: Concrete bearing Edge Distance, Daley, John
• RE: 4 Way Flat Slab, Sherman, William
• Inverted Umbrella Concrete Roof Structure, Jenkins Engineering, Inc.
• RE: Concrete bearing Edge Distance, Roger Davis
• RE: Pouring Long Walls, Roger Davis
• Re: Cast Earth, Patrick F. Quinn
• Re: Pouring Long Walls, Jim Kestner
• Re: Engineers involved with UBC, Charles Greenlaw
• RE: Pouring Long Walls, Sherman, William
• Quick/Easy Question for Seismic List, Ritter, Mike
• RE: Pouring Long Walls, David Handy
• Re: Pouring Long Walls, Koos Conradie
• Re: Quick/Easy Question for Seismic List, Paul Crocker
• Re: Pouring Long Walls, Jim Kestner
• RE: Quick/Easy Question for Seismic List, Charles Espenlaub
• RE: Rebar in members resisting earthquake force, Sprague, Harold O.
• Re: Quick/Easy Question for Seismic List, Daniel Indrawan
• RE: Engineers involved with UBC, Mike Valley
• RE: Omega Factor, Sprague, Harold O.
• What is sunset meeting?, EDLStruct
• Re: Pouring Long Walls, Edward Arrington

Thu Mar 23 00:04:38 GMT 2000

• Code question on wind loading, Jim Sadler
• Re: Quick/Easy Question for Seismic List, EphHirsch
• Re: Quick/Easy Question for Seismic List, Mike
• Re: Quick/Easy Question for Seismic List, ASQUILALA
• FW: Rebar in members resisting earthquake force, T. Eric Gillham PE
• FW: Wind Load on Buildings, T. Eric Gillham PE
• RE: High Strength Concrete, Sprague, Harold O.
• Re: 4 Way Flat Slab, Philip T. Hodge
• Re: Quick/Easy Question for Seismic List, Shafat Qazi
• RE: Pouring Long Walls, Sprague, Harold O.
• Re: Quick/Easy Question for Seismic List, Scott E Maxwell
• RE: Quick/Easy Question for Seismic List, Sprague, Harold O.
• Re: Engineers involved with UBC, Scott E Maxwell
• Re: Code question on wind loading, Scott E Maxwell
• Re: Quick/Easy Question for Seismic List, Mark Gilligan
• Re: Slab Curl, Paul Ransom
• Re: AISC's Metric equiv. of HSS, Paul Ransom
• RE: Quick/Easy Question for Seismic List, Ritter, Mike
• RE: Quick/Easy Question for Seismic List, Ritter, Mike
• RE: Quick/Easy Question for Seismic List, Ritter, Mike
• AASHTO 3.24.4, Chad Grinsteiner
• Re: Rebar in members resisting earthquake force, Martin W. Johnson
• Concrete bearing Edge Distance, merrick group
• RE: Quick/Easy Question for Seismic List, Sprague, Harold O.
• Re: Quick/Easy Question for Seismic List, Paul Crocker
• RE: Quick/Easy Question for Seismic List, Ritter, Mike
• RE: Quick/Easy Question for Seismic List, Ritter, Mike
• Story drift limitations, Dan Morrow
• RE: Wind Load on Buildings, Olive, Harry
• RE: Quick/Easy Question for Seismic List, SEConsultant
• RE: Quick/Easy Question for Seismic List, Yousefi, Ben
• ASCE Compatible wind speed maps, Paul Feather
• RE: Quick/Easy Question for Seismic List, Steve Hiner

Fri Mar 24 03:10:02 GMT 2000

• RE: Concrete bearing Edge Distance, Huang, Y. Henry
• Re: Quick/Easy Question for Seismic List, SDGSE
• RE: Shear Flow, Brad F
• RE: Shear Flow, Bill Allen
• Remove from list, Carlos Manuel Ferrer Gisbert
• Re: Concrete bearing Edge Distance, Chanel1096
• Re: Concrete bearing Edge Distance, Jake Watson
• Re: High Strength Concrete, John E. Alcaras
• Re: Concrete bearing Edge Distance, Roger Turk
• Re: Shear Flow, Bruce D Pooley
• RE: Concrete bearing Edge Distance, Charles Espenlaub
• RE: Large eave overhang, SEConsultant
• Re: Shear Flow, David Hall
• RE: Shear Flow, Bill Allen
• EBF in two directions, JANELLE L. PERRY
• Thy Kingdome Go: KINGDOME IMPLOSION, Doug York

Sat Mar 25 00:39:09 GMT 2000

• More problems with the 1997 UBC, Searer, Gary
• RE: Thy Kingdome Go: KINGDOME IMPLOSION, Yang, Liao/ANC
• Trivia, Roger Turk
• RE: Trivia, SEConsultant
• Re: More problems with the 1997 UBC, Mark D. Anderson
• Fiberglass Guys, RainCat1
• Plate vibrations, Jose Edward Rodrigues Cristiani
• RE: Trivia, Roger Turk
• Re: Cast Earth, Alex Nacionales
• Re: ASCE Compatible wind speed maps, Paul Ransom
• Re: Fiberglass Guys, Nels Roselund
• Re: Thy Kingdome Go: KINGDOME IMPLOSION, Fountain Conner

Sun Mar 26 03:14:23 GMT 2000

• Re: Plate vibrations, Christopher Wright
• Re: More problems with the 1997 UBC, Mark Baker

Mon Mar 27 00:51:07 GMT 2000

• Recall: What's new at www.seaoc.org, Mark E. Deardorff
• Re: More problems with the 1997 UBC, Roger Turk
• Wood Connection Question, Roger Turk
• RE: Wood Connection Question, Mark E. Deardorff
• Permeability of concrete, nattamai mohanram
• copper properties, Panos Trochalakis
• RE: Permeability of concrete, Lutz,James
• Video of Kingdome Implosion, Caldwell, Stan
• Re: More problems with the 1997 UBC, Rick . Drake
• Re: Permeability of concrete, Tom . Hunt
• RE: Permeability of concrete, Sprague, Harold O.
• Factory Mutual Span, Richard Lewis
• RE: Factory Mutual Span, Brian K. Smith
• RE: More problems with the 1997 UBC, Martin W. Johnson
• Re: Factory Mutual Span, Paul Crocker
• RE: More problems with the 1997 UBC, Martin W. Johnson
• Glass Block Walls, Gobo, Gina
• UBC Load Combinations, Tom . Hunt
• RE: Factory Mutual Span, Rex Donahey
• RE: Glass Block Walls, Charles Espenlaub
• Ev in UBC Equation 12-5/12-6, Julian Chu
• Re: UBC Load Combinations, Javier Encinas
• Re: Factory Mutual Span, Philip T. Hodge
• RE: Beta Testers (was:More problems with the 1997 UBC), Bill Allen
• RE: Space Frame System, Armijo, John J (PWCSD 273)
• EBF in two directions, JANELLE L. PERRY
• RE: More problems with the 1997 UBC, Searer, Gary
• Double angle Torsional Constants, Zachary Goswick
• RE: Glass Block Walls, Lutz,James
• RE: Wood Connection Question, Cain, William
• Space Frame System, James Lin
• Re: Ev in UBC Equation 12-5/12-6, Rick . Drake

Tue Mar 28 00:13:53 GMT 2000

• RE: Factory Mutual Span, Sprague, Harold O.
• RE: Space Frame System, Novak, Dan
• Anchor in Bending, Vyacheslav Gordin
• Re: UBC Load Combinations, Scott A Jensen/SAJ5/CC01/INEEL/US
• RE: Ev in UBC Equation 12-5/12-6, Mike Valley
• Re: Factory Mutual Span, John Rose
• Re: Beta Testers (was:More problems with the 1997 UBC), William Nelson
• RE: Wood Connection Question, Mark Webster
• RE: Anchor in Bending, Sprague, Harold O.
• RE: Wood Connection Question, Mark E. Deardorff
• RE: Double angle Torsional Constants, Charlie Carter
• RE: Wood Connection Question, Cain, William
• RE: Wood Connection Question, Roger Turk
• Composite steel beams with metal deck slabs, marfra
• Re: More problems with the 1997 UBC, Searer, Gary
• RE: Anchor in Bending, Satish J. Matani
• Anchors in Bending Revisited, Vyacheslav Gordin
• RE: Anchor in Bending, Sprague, Harold O.
• RE: Anchors in Bending Revisited, Sprague, Harold O.
• Welding Aluminum, Paul Feather
• Millennium Dome in London, "9424163 정석창"

Wed Mar 29 00:15:32 GMT 2000

• AISC Seismic Provisions, Tom . Hunt
• RE: Welding Aluminum, Bob Shaw
• RE: Welding Aluminum, Sprague, Harold O.
• Washington State Timber/Marine Codes, vicpeng
• high shear in filled metal deck diaphragm, Dave Evans
• Re: copper properties, SASQUAKE
• RE: Millennium Dome in London, MKnight
• NDE Testing of grouted Multi-Strand PreStressing Tendons, KRALIK Georg -NUCLEAR
• Re: NDE Testing of grouted Multi-Strand PreStressing Tendons, Daniel Indrawan
• Re: copper properties, Walter Sawruk
• Re: copper properties - a reference, Neil Moore
• Re: NDE Testing of grouted Multi-Strand PreStressing Tendons, Jack_Creviston
• Re: copper properties, Adolfo Galvez
• RE: copper properties - a reference, Daley, John
• Re: high shear in filled metal deck diaphragm, Greg Smith
• NEW at SEAOC Seismology, Mark E. Deardorff
• RE: NDE Testing of grouted Multi-Strand PreStressing Tendons, Sprague, Harold O.
• RE: Composite steel beams with metal deck slabs, Sprague, Harold O.
• Texas Twisters, Caldwell, Stan
• RE: Composite steel beams with metal deck slabs, Charlie Carter
• stapled sheet metal blocking (wood diaphragm), Yousefi, Ben
• Blast Resistant Doors, Sprague, Harold O.
• Old Concrete Repair Question, MSSROLLO
• RE: Texas Twisters, Dan Vines
• RE: Old Concrete Repair Question, Daley, John
• Re: Old Concrete Repair Question, npitera
• RE: Old Concrete Repair Question, Sprague, Harold O.
• Cantilevered Glass, Ed Fasula
• RE: stapled sheet metal blocking (wood diaphragm), Mark E. Deardorff
• Old Concrete Repair Question, Roger Turk
• RE: Texas Twisters, Caldwell, Stan
• RE: Cantilevered Glass, Caldwell, Stan
• RE: Cantilevered Glass, Mark E. Deardorff
• Re: Cantilevered Glass, Paul Crocker

Thu Mar 30 00:37:58 GMT 2000

• Re: Cantilevered Glass, Jason Emoto
• Job Opportunity, Rick Byrd
• Re: Cantilevered Glass, Roger Turk
• Re: Job Opportunity, H. Chancellor
• Re: cantilevered glass, JayLCrawf
• 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
• Re: Texas Twisters, Chanel1096
• Re: the best calculation and analysis program, Marcelo Picarelli
• RE: the best calculation and analysis program, Carlos Razuri
• Re: Texas Twisters, Jake Watson
• Re: the best calculation and analysis program, npitera
• RE: Texas Twisters, Sprague, Harold O.
• Re: X Bracing - Design Procedure, Rick . Drake
• Re: the best calculation and analysis program, Ed . Haninger
• NAVFAC Criteria Publications, Peter Lam
• RE: steel and concrete zones in the u.s., Charlie Carter
• RE: X Bracing - Design Procedure, Carlos Razuri
• Re: the best calculation and analysis program, Jerry Middaugh
• Re: Cantilevered Glass, Nels Roselund
• Re: AISC Seismic provisions, Tom . Hunt
• Re: AISC Seismic provisions, Rick . Drake
• AMAZING NEW Aluminum Box Nails, Tom . Hunt
• Re: AMAZING NEW Aluminum Box Nails, Bart Needham
• Re: Texas Twisters, James Lane, P.E.
• AISC Seismic provisions, dodgen
• RE: Texas Twisters, Bill Allen
• RE: Texas Twisters, Benson,Ralph
• Re[2]: AISC Seismic provisions, dodgen
• Seismic Retrofit of Existing Buildings, dodgen
• RE: Feed the world www.thehungersite.com, Armijo, John J (PWCSD 184)
• Re: details and nuances, Paul Crocker
• Flexible Diaphragm white paper from SEAOC, Shafat Qazi
• Recall: Feed the world www.thehungersite.com, Armijo, John J (PWCSD 184)
• Concrete Mu, Brent Koch
• RE: details and nuances (civil vs. structural vs. architectural e ngineering), Charlie Carter
• Re: Flexible Diaphragm white paper from SEAOC, Charley Hamilton
• Kuwait / Poland, DAVE HUNT
• RE: Texas Twisters, Teresa Dellies
• apology, Dionysios J. Pantazis
• Re: Re:Fwd:Washington State Timber/Marine Codes, vicpeng

Fri Mar 31 00:10:10 GMT 2000

• Re: stapled sheet metal blocking (wood diaphragm), Robert Kazanjy
• Re: Recall: Feed the world www.thehungersite.com, Christopher Wright
• Clarifier grout topping, Brad Hughes
• RE: Clarifier grout topping, Sprague, Harold O.
• RE: Flexible Diaphragm white paper from SEAOC, SEConsultant
• RE: Flexible Diaphragm white paper from SEAOC, Mark E. Deardorff
• Re: Texas Twisters, Paul Ransom
• mixing anchor bolts size, Dave Anderson
• Re: Clarifier grout topping, KSP
• Re: Feed the world www.thehungersite.com, Patrick F. Quinn
• to be an american civil engineer, Dana Michele
• Retaining wall question, Tarek
• RE: Texas Twisters, Mark E. Deardorff
• RE: Texas Twisters, Dan Vines
• RE: mixing anchor bolts size, Mark E. Deardorff
• Welding & TI 809-26, Sprague, Harold O.
• RE: Retaining wall question, Mark E. Deardorff
• Re: Seismic Provisions, Evan Jorgensen
• Retaining Wall Applet, Suresh Acharya
• Re: S P E C I A L A N N O U N C E M E N T, Charley Hamilton
• RE: Texas Twisters, Sprague, Harold O.
• S P E C I A L A N N O U N C E M E N T, Caldwell, Stan
• RE: Texas Twisters, Sprague, Harold O.
• Re: Seismic Provisions, Lanny J. Flynn
• RE: Texas Twisters, Caldwell, Stan
• RE: Welding & TI 809-26, Sprague, Harold O.
• Re: Texas Twisters, c2
• tornadoes: seaoi presentation, Dionysios J. Pantazis
• Special Concentric Brace Frame Connections, Harper, Mark
• RE: S P E C I A L A N N O U N C E M E N T, Caldwell, Stan
• RE: Retaining wall question, Satish J. Matani
• Re: Retaining wall question, Javier Encinas
• RE: S P E C I A L A N N O U N C E M E N T, Bill Allen
• RE: Special Concentric Brace Frame Connections, Dee Henrie
• Re: S P E C I A L A N N O U N C E M E N T, Vyacheslav Gordin
• RE: S P E C I A L A N N O U N C E M E N T, Mark Rodgers

Sat Apr 01 00:09:40 GMT 2000

• Re: Welding & TI 809-26, Peter Lam
• re: stapled sheet metal blocking (wood diaphragm), merrick group
• Re: Responsibility to complete projects through construction., Tom . Hunt
• RE: S P E C I A L A N N O U N C E M E N T, Suresh Acharya
• Re: Special Concentric Brace Frame Connections, Constantine Shuhaibar
• Re[2]: Retaining wall question, TBenson
• RE: Special Concentric Brace Frame Connections, Yousefi, Ben
• RE: Texas Twisters, Polhemus, Bill
• RE: Twisters, Tornadoes, Twirlies and Dust Devils, Richard & audra
• Re: S P E C I A L A N N O U N C E M E N T, Shafat Qazi
• Re: Responsibility to complete projects through construction., Charles Greenlaw
• RE: Welding & TI 809-26, Bob Shaw
• Responsibility to complete projects through construction., SEConsultant
• Responsibility of the Engineer, mkrakower
• Re: Responsibility to complete projects through construction., Nels Roselund
• 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., SEConsultant
• RE: Responsibility of the Engineer, SEConsultant
• 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
• Seismology Committee Web page - Rigid/Flexible Part II, SEConsultant

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