SEAINT

 

INTRO

 

SEARCH
ARCHIVE

 

NEED
A BOOK?

 

2012
Jan-Dec

 

2011
Jan-Dec

 

2010
Jan-Dec

 

2009
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2008
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2007
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2006
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2005
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2004
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2003
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2002
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

2001
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

2000
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

1999
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

 

1998
Jan-Mar
Apr-Jun
Jul-Sep
Oct-Dec

1997
Jan-Jun
Jul-Sep
Oct-Dec

1996
Jan-Jun
Jul-Dec

 

1995
Jul-Dec

 

HOME

Some recommendations...
 
 

 
 

---

SEAINT Mail Archive 2000 (Oct-Dec)

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...
 

---

Messages: 1896

Sun Oct 01 10:56:23 GMT 2000

• corrected version : corrections in caps, RGRAYAIA
• Re: Proposed Standard of Care "again", RGRAYAIA
• Re: WANTED: Cable-stayed bridges book by W. Podolny/Scalzi, Calvin Chang
• Code violations, GEOHAK
• Re: Proposed Standard of Care "again", Christopher Wright
• SEAOI Seminar, Rbengrguy
• I need seismic isolation information, kostas papakostas
• Light Gauge Steel - Full-Compliance Design, Dennis S. Wish
• Re: Code violations, GEOHAK
• SEAOC's support of Two-Tiered Registration, Dennis S. Wish
• Hollow Core Plank surface roughness requ, Roger Turk
• Re: Light Gauge Steel - Full-Compliance Design, Lynn H

Mon Oct 02 00:11:34 GMT 2000

• hp plotter for sale, edward g. li
• RE: [AEC-Residential] SEAOC's support of Two-Tiered Registration, David Hall
• RE: I need seismic isolation information, Silvestre Berso
• Two Tiered Proposal and Proposal for the Establishment of the Academy of Structural Engineering, Dennis S. Wish
• Re: Active tuned mass dampers, hinkle j pinkle
• Re: Wind Loading on Existing Structures, Mark Webster
• RE: Light Gauge Steel - Full-Compliance Design, David Bejan Tehranchi
• Re: Active tuned mass dampers, Fountain Conner
• RE: HS bolts, Sprague, Harold O.
• Axial load on stair stringers?, Rodriguez, Marlou
• RE: Reinforcing for a Metal Building System Slab-on-Grade, Sprague, Harold O.
• RE: free internet access, Khosrownia, Ghassem SPK
• RE: Seismic design for existing buildings with new additions, Khosrownia, Ghassem SPK
• Fwd: Code violations, GEOHAK
• Re: Two Tiered Proposal and Proposal for the Establishment of the Academy of Structural Engineering, Jeff Coronado
• RE: steel building expansion joints - Charlie Carter, Charlie Carter
• RE: Axial load on stair stringers?, Sprague, Harold O.
• RE: free internet access, Roger Turk
• RE: Axial load on stair stringers?, Canitz, Charles F NAB02
• Re: Code violations continues, RGRAYAIA
• Re: I need seismic isolation information, Edward Arrington
• Re: Light Gauge Steel - Full-Compliance Design, Dennis S. Wish
• NCSEA Press Release, Caldwell, Stan
• Building code news, Sprague, Harold O.
• RE: NCSEA Press Release, Paul Crocker
• RE: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, James Hagensen
• RE: PE Exam Prep Courses, Paul Crocker

Tue Oct 03 00:34:43 GMT 2000

• RE: NCSEA Press Release, Scott E Maxwell
• I-code errata posted on website, Mike Valley
• Re: Light Gauge Steel - Full-Compliance Design, julio . guerra
• RE: I-code errata posted on website, Mike Valley
• Re: modeling cables with SAP2K, Enny Chen
• THE CASE FOR NATIONAL LICENSING OF STRUCTURAL ENGINEERS, Dennis S. Wish
• static loads, Tomás Matta
• Fwd: Code violations continues, GEOHAK
• Re: static loads, Michael Bryson
• RE: Proposed Standard of Care "again", Sherman, William

Wed Oct 04 04:03:02 GMT 2000

• RE: Proposed Standard of Care "again", Paul Crocker
• Re: static loads, Jeff Coronado
• Software Users Forums, Dennis S. Wish
• RE: Reinforcing for a Metal Building System Slab-on-Grade, Gary Johnson
• Certification of Structural Engineers, Ron O. Hamburger
• RE: Reinforcing for a Metal Building System Slab-on-Grade, Sprague, Harold O.
• RE: [AEC-Residential] Review Of General Notes For Wood Design Project, Dennis S. Wish
• Relocating a Steel Tank, PEC - Lake City
• RE: static loads, oswaldo aiffil
• RE: Proposed Standard of Care "again", Samir Ghosn
• Alguem fala português ou Espanhol, rui cunha

Thu Oct 05 01:54:02 GMT 2000

• RE: Reinforcing for a Metal Building Slab...(Harold), Dave Adams
• Control Joints for Concrete on Form Deck, Michael Zaitz
• RE: Certification of Structural Engineers, Dennis S. Wish
• Re: static loads, Tomás Matta
• Software MATLAB, Enny Chen
• Re: Relocating a Steel Tank, Christopher Wright
• SEAOSC Wed. L.A. Dnr Mtg, SEAOSC
• RE: Certification of Structural Engineers, Yousefi, Ben
• Re:Alguem fala português ou Espanhol, ogtell
• Greetings!, arman s rivera
• Re: Software MATLAB, Peter McCormack
• 1st to 2nd Fl Studwall Connection Detail, Ed Fasula
• RE: Greetings!, Connor, John A NWK
• Re: Reinforcing for a Metal Building Slab...(Harold), Michael Zaitz
• Modeling truss or space frame with STAAD-Pro (was RE: Greetings!), Khosrownia, Ghassem SPK
• RE: Greetings!, Caldwell, Stan
• Re: Alguem fala português ou Espanhol, JUAN TAMASCO TORRES
• hole in steel web, Francisco Duarte
• Floor and Bridge deck vibrations, marfra
• Re: Alguem fala português ou Espanhol, Silenio Marciano de Paulo
• RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
• Re: hole in steel web, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Relocating a Steel Tank, David Bejan Tehranchi
• RE: Greetings!, Khosrownia, Ghassem SPK
• RE: hole in steel web, Acie Chance

Fri Oct 06 01:04:43 GMT 2000

• omega, Mark D. Baker
• Re: Greetings!, Scott E Maxwell
• RE: hole in steel web, Khosrownia, Ghassem SPK
• Re: 96 BOCA Unbalanced Snow Loading, John MacLean
• Relocating storage tanks, James Allen
• RE: hole in steel web, Roger Davis
• Re: Software MATLAB, Fariborz Tehrani
• RE: hole in steel web, Rodriguez, Marlou
• Re: Greetings!, Bill Polhemus
• RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
• Code Interpretation Forum now added, Dennis S. Wish
• RE: Proposed Standard of Care "again", Sherman, William
• Re: Software MATLAB, Charley Hamilton
• Re: STAAD, EphHirsch
• RE: Greetings!, jwhitty
• Fwd: Certification of Structural Engineers, Curt LaCount
• RE: Greetings!, Khosrownia, Ghassem SPK
• Chain Link Fence DL, Brent Koch
• Re: Floor and Bridge deck vibrations, Scott E Maxwell
• Re: Steel joist designation, Domenic DeAngelo
• Re: Greetings!, NWB
• Re: Bridge Analysis & STAAD III, Syed A Masroor
• RE: hole in steel web, Dave Adams
• Manually posting General Notes to Structuralist Forum, Dennis S. Wish
• Concrete slump, James Allen
• RE: Certification of Structural Engineers, Peter McCormack
• RE: Certification of Structural Engineers, Samir Ghosn
• Re: Greetings!, Peter McCormack
• Re: ASCE Delegation to Cuba, sscholl2
• Re: hole in steel web, Scott E Maxwell
• Re: Relocating a Steel Tank, sscholl2
• Re: hole in steel web, Javier Encinas
• Re: Chain Link Fence DL, Bob Kazanjy
• RE: Concrete slump, Juderick Pascual
• Software MATLAB, dmorrow
• Re:Alguém fala português ou Espanhol, Carla Wilza Souza de Paula Maitelli
• Blast Resistant Design, jwhitty
• Re: Blast Resistant Design, Scott E Maxwell
• RE: omega, Bill Allen
• Concrete Slump/Pumping, John Finke
• RE: Alguém fala português ou Espanhol, Ampuero, Jhon
• RE: Concrete slump, Sprague, Harold O.
• RE: Greetings!, Caldwell, Stan
• Building Code Development News, Sprague, Harold O.
• RE: Blast Resistant Design, Sprague, Harold O.
• RE: Floor and Bridge deck vibrations, Fredericks, Douglas/SAC
• RE: STAAD, Caldwell, Stan
• Re: Blast Resistant Design, Domenic DeAngelo
• RE: STAAD, Mohamed Aly
• RE: STAAD, Khosrownia, Ghassem SPK
• RE: STAAD, Arvind K. Bisarya
• RE: Light Gauge Steel - Full-Compliance Design, Fariborz Tehrani
• RE: Concrete slump, Paul_Reilly
• RE: STAAD, Robert Rollo
• RV: Informacion ACI-Peru, Ampuero, Jhon
• Re: hole in steel web, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Certification of Structural Engineers, Jeff Coronado
• hr @ EQ.32-2 of UBC97, Section 1632, James Lin
• RE: Concrete slump, Rodriguez, Marlou
• 10" Concrete Col., David Bejan Tehranchi
• re: RE: STAAD, nicolas
• Re: 10" Concrete Col., npitera
• RE: Concrete slump, Sprague, Harold O.
• RE: 10" Concrete Col., Roger Davis
• Concrete slump, Casano, Karen
• California OSHPD Anchorage Preapproval, Dave Hunt
• 10" Concrete Col., Roger Turk
• RE: Certification of Structural Engineers, Paul Crocker
• RE: 10" Concrete Col., Sherman, William
• RE: hr @ EQ.32-2 of UBC97, Section 1632, Sherman, William

Sat Oct 07 00:15:18 GMT 2000

• RE: Concrete slump, Lutz, James
• RE: Concrete slump, Sherman, William
• RE: hr @ EQ.32-2 of UBC97, Section 1632, Bill Allen
• RE: hole in steel web, Sherman, William
• RE: hr @ EQ.32-2 of UBC97, Section 1632, James Lin
• RE: Light Gauge Steel - Full-Compliance Design, Dennis S. Wish
• RE: Light Gauge Steel - Full-Compliance Design, Michael Bryson
• RE: hr @ EQ.32-2 of UBC97, Section 1632, Bill Allen
• Re: STAAD, Bill Polhemus
• RE: Greetings!, Sherman, William
• Re: Certification of Structural Engineers, Fountain Conner
• Re: Light Gauge Steel - Full-Compliance Design, Mark Baker
• RE: Certification of Structural Engineers, Scott E Maxwell
• minimum depyh of foundation in hard rock Thumbrile., spc
• Re:Certification of Structural Engineers, Dennis S. Wish
• staad pro and modulus of subgrade reaction, arman s rivera
• staad pro 2000, arman s rivera
• comm towers and staad pro, arman s rivera
• staad modeling, arman s rivera
• Re: RE: STAAD, arman s rivera
• modulus of sugrade reaction, arman s rivera
• RE: modulus of sugrade reaction, John E. Alcaras PE(Civil)
• Re: Bridge Analysis & STAAD III, Bill Polhemus
• RE: staad pro 2000, John E. Alcaras PE(Civil)
• Re: STAAD, Bill Polhemus
• Re: comm towers and staad pro, Bill Polhemus
• Destructive and Non-Destructive Testing for Wood, Bill Polhemus
• Re: Destructive and Non-Destructive Testing for Wood, sscholl2
• STAAD, arman s rivera
• ansi/asce 10, arman s rivera
• modulus of subgrade reaction, arman s rivera
• Re: STAAD, Arvind K. Bisarya
• RE: STAAD, Mark Gilligan
• re: STAAD, Arvind K. Bisarya
• Re: Steel joist designation, Roger Turk
• Re: Destructive and Non-Destructive Testing for Wood, Bill Polhemus
• Re: RE: staad pro 2000, arman s rivera
• RE: comm towers and staad pro, Brian McDonald
• Re: Floor and Bridge deck vibrations, Raghu S. Pendyala
• Non-Destructive Investigation of Concrete Column Reinforcement, Bill Polhemus
• Re: STAAD, hinkle j pinkle

Sun Oct 08 00:19:07 GMT 2000

• Fw: Destructive and Non-Destructive Testing for Wood, Bruce Pooley
• Re: Destructive and Non-Destructive Testing for Wood, James Adams
• Re: staad modeling, Roy Sharif M. Sison
• Re: Destructive and Non-Destructive Testing for Wood, John Riley
• RE: modulus of subgrade reaction, John E. Alcaras PE(Civil)
• New STAAD Users Forum, Dennis S. Wish
• Re: Destructive and Non-Destructive Testing for Wood, sscholl2
• Re: Steel joist designation, Domenic DeAngelo
• Re: staad pro and modulus of subgrade reaction, NWB

Mon Oct 09 07:23:17 GMT 2000

• [no subject], Gabriel Acero
• Current Structuralist.Net Services, Dennis S. Wish
• Re: comm towers and staad pro, Peter McCormack
• RE: New STAAD Users Forum, Mohamed Aly
• RE: comm towers and staad pro, Peter McCormack
• staad pro 2000, modulus of subgrade reaction, etc., Moore, Danny
• RE: staad pro 2000, modulus of subgrade reaction, etc., jwhitty
• Re: modulus of subgrade reaction, Jonathan G. Sevilla, CE
• Re: ansi/asce 10, Jonathan G. Sevilla, CE
• RE: Certification of Structural Engineers, Paul Crocker
• Short anchor bolt projection, Sherman, William
• RE: Destructive and Non-Destructive Testing for Wood, Sprague, Harold O.
• RE: Short anchor bolt projection, Sprague, Harold O.
• RE: Certification of Structural Engineers, Todd Hill
• RE: Certification of Structural Engineers, Paul Crocker
• Re: Short anchor bolt projection, c2
• RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
• Re: Certification of Structural Engineers, Michael Zaitz
• Re: omega, Mark D. Baker
• RE: Short anchor bolt projection, Sprague, Harold O.
• Re: Steel joist designation, Roger Turk
• Engineers using NAFTA Labor, Dennis S. Wish
• Re: Steel joist designation, Domenic DeAngelo
• RE: Short anchor bolt projection, Sherman, William
• RE: Certification of Structural Engineers, Charles Espenlaub
• RE: Short anchor bolt projection, Mohamed Aly
• A Poem For Mohamed, Bill Polhemus
• RE: Certification of Structural Engineers, Mohamed Aly
• Re: Steel joist designation, Roger Turk
• Re: Short anchor bolt projection, c2
• Wind Loading on Existing Structures, T. Eric Gillham PE
• RE: Engineers using NAFTA Labor, Scott, William N.
• Received this for support of Prop 35 in California, Dennis S. Wish
• RE: Short anchor bolt projection, Sherman, William
• RE: Short anchor bolt projection, Sherman, William
• Re: Engineers using NAFTA Labor, Samir Ghosn
• Fault Maps, Madden, Gerard
• RE: Short anchor bolt projection, Sprague, Harold O.
• RE: Certification of Structural Engineers, Scott E Maxwell

Tue Oct 10 00:03:18 GMT 2000

• Reports for Steel Braced frame reinforcing Concrete Building, Rodriguez, Marlou
• Re: Steel joist designation, Domenic DeAngelo
• RE: Engineers using NAFTA Labor, Scott, William N.
• RE: Greetings!, Lorena Young
• Re: Short anchor bolt projection, c2
• Re: Reports for Steel Braced frame reinforcing Concrete Building, Gabriel Acero
• UBC Section 2213.51, Mark Baker
• Re: Greetings!, asisclo villafuerte
• Re: Fault Maps, Rlfong
• RE: staad pro 2000, modulus of subgrade reaction, etc., Waterman Drinkwater
• FW: staad pro 2000, modulus of subgrade reaction, etc., Mohamed Aly
• FW: staad pro 2000, modulus of subgrade reaction, etc., Mohamed Aly
• FW: staad pro 2000, modulus of subgrade reaction, etc., Mohamed Aly
• RE: Fault Maps, Rodriguez, Marlou
• Fwd: RE: Certification of Structural Engineers, Curt LaCount
• Fwd: RE: Certification of Structural Eng, Roger Turk
• Re: UBC Section 2213.51, Jeff Coronado
• RE: Engineers using NAFTA Labor, Martin W. Johnson
• RE: Engineers using NAFTA Labor, Paul Crocker
• RE: Engineers using NAFTA Labor, Rodriguez, Marlou
• Re: staad pro 2000, Allan Yango
• Re: Engineers using NAFTA Labor, Dennis S. Wish
• Plan Stamping - follow-up to NAFTA Thread, Dennis S. Wish
• RE: Certification of Structural Engineers, Dennis S. Wish
• NAFTA and Licensing Questions, Dennis S. Wish
• Definition of Responsible Charge and E& O Insurance, Dennis S. Wish
• SEAINT Listmember Desi J. Kiss, P.E. has article in October 2000 MSC!, Bill Polhemus
• Re: NAFTA and Licensing Questions, Bill Polhemus
• English 101, Bill Allen
• SE-I and SE-II, Dennis S. Wish
• Re: English 101, Kent LaRose
• Re: Definition of Responsible Charge and E& O Insurance, Scott E. Maxwell, PE, SE
• Re: English 101, Peter McCormack
• Re: RE: Certification of Structural Engineers, Wael Shabana
• Re: NAFTA and Licensing Questions, Scott E. Maxwell, PE, SE
• RE: English 101, Bill Allen
• Re: RE: Certification of Structural Engineers, Curt LaCount
• Re: English 101, fturner
• Answers to Licensing of foreign engineers, Dennis S. Wish
• Re: 97 UBC 1921.3.3 for Plywood Shearwalls on Concrete Slab Found ation, Swingle, Mark
• Re: English 101, Fountain Conner
• RE: Certification of Structural Engineers, Paul Crocker
• RE: Answers to Licensing of foreign engineers, George Richards, P.E.
• RE: English 101, Bill Allen
• Re: UBC Section 2213.51, Mark D. Baker
• California Prop 35, Shafat Qazi

Wed Oct 11 00:08:22 GMT 2000

• Re: English 101, Bart Kemper
• RE: English 101, Bill Allen
• Re: RE: Certification of Structural Engineers, Scott E. Maxwell, PE, SE
• Re: English 101, Roger Turk
• Re: English 101, Charley Hamilton
• RE: English 101, Mike Valley
• Re: English 101, fturner
• RE: English 101, George Richards, P.E.
• RE: English 101, Sherman, William
• RE: SE-I and SE-II, Sid Danandeh
• RE: Certification of Structural Engineers, Scott E. Maxwell, PE, SE
• RE: English 101, Bill Allen
• RE: SE-I and SE-II, Mark Gilligan
• Re: Engineers using NAFTA Labor, Syed A Masroor
• RE: staad pro 2000, John E. Alcaras PE(Civil)
• RE: staad pro 2000, modulus of subgrade reaction, etc., Rogers, Robert
• Lateral Framing Systems seminar, Albert Meyer
• Revetment Design, Jonathan G. Sevilla, CE
• RE: Certification of Structural Engineers, Peter McCormack
• Oregon's SE, Wael Shabana
• Engineers using NAFTA Labor, John Riley
• Re: English 101, Davis Parsons
• Re: UBC Section 2213.51, Jeff Coronado
• RE: SE-I and SE-II, Cain, William
• Re: English 101, Paul Feather
• Re: English 101, Jeff Coronado
• Cement Certifications, Lutz, James
• RE: Lateral Framing Systems seminar, Khosrownia, Ghassem SPK
• Re: English 101, Barry Welliver
• RE: Revetment Design, Henrik Nazarian
• RE: seaint Digest for 10 Oct 2000, Matt Jordan
• Re: Revetment Design, Raymund Bumalay
• RE: SE-I and SE-II, Bill Allen
• RE: SE-I and SE-II, Jones, Mark A (Battle Creek)
• Re: UBC Section 2213.51, Mark D. Baker
• Re: Revetment Design, Jason Emoto
• RE: Lateral Framing Systems seminar, Charlie Carter
• RE: English 101, Brent Koch
• Re: English 101, Greg Smith
• Re: 97 UBC 1921.3.3 for Plywood Shearwalls on Concrete Slab Found, Dennis S. Wish
• Anchor Rods for Friction Connection, GREG DIAS
• RE: Anchor Rods for Friction Connection, Sprague, Harold O.
• RE: Cement Certifications, Sprague, Harold O.
• Foreign Labor issues, Dennis S. Wish
• Re: Foreign Labor issues (Out of Office), Teresa Dellies
• RE: Short anchor bolt projection, John MacLean

Thu Oct 12 00:08:44 GMT 2000

• RE: Short anchor bolt projection (Out of Office), Teresa Dellies
• Re: English 101, cmendoza
• Re: English 101 (Out of Office), Teresa Dellies
• RE: English 101, Bill Allen
• RE: English 101 (Out of Office), Teresa Dellies
• Test message. Please delete., Calvin Chang
• Re: Test message. Please delete. (Out of Office), Teresa Dellies
• Welding to hex nuts, BILL PULYER
• Re: Welding to hex nuts (Out of Office), Teresa Dellies
• Re:Alguem fala português ou Espanhol, rui cunha
• Re: Re:Alguem fala português ou Espanhol (Out of Office), Teresa Dellies
• RE: Test message. Please delete. (Out of Office), Bill Allen
• RE: Test message. Please delete. (Out of Office), Teresa Dellies
• Posting in foreign languages, Khosrownia, Ghassem SPK
• RE: Test message. Please delete. (Out of Office), Khosrownia, Ghassem SPK
• RE: Re:Alguem fala portugus ou Espanhol (Out of Office), Khosrownia, Ghassem SPK
• RE: Test message. Please delete., Khosrownia, Ghassem SPK
• RE: Welding to hex nuts, Sprague, Harold O.
• The Return of Teresa!, Bill Polhemus
• Re: Foreign Labor issues, Martin W. Johnson
• RE: Test message. Please delete. (Out of Office), Bill Allen
• RE: Lateral Framing Systems seminar, Khosrownia, Ghassem SPK
• Re: Welding to hex nuts, Bill Polhemus
• Re: Alguem fala português ou Espanhol, raul marino puebla mosquera
• RE: Foreign Labor issues, Scott, William N.
• RE: Test message. Please delete. (Out of Office), Khosrownia, Ghassem SPK
• RE: Test message. Please delete. (Out of Office), Bill Allen
• RE: Posting in foreign languages, George Richards, P.E.
• RE: Posting in foreign languages, jwhitty
• RE: Posting in foreign languages, Khosrownia, Ghassem SPK
• RE: Lateral Framing Systems seminar, Scott E. Maxwell, PE, SE
• Re: Posting in foreign languages, Bill Polhemus
• Re: Alguem fala português ou Espanhol, CARLOS GARCIA
• RE: Posting in foreign languages, Khosrownia, Ghassem SPK
• Re: Welding to hex nuts, c2
• RE: A7 Steel, Sprague, Harold O.
• Re: A7 Steel, Kent LaRose
• Ever hear of . . ., Robert Rollo
• Use of foreign engineers, Garner, Robert /SD
• RE: Posting in foreign languages, Jones, Mark A (Battle Creek)
• RE: Ever hear of . . ., Ron Hill
• A7 Steel, W. Gray Hodge
• Re: A7 Steel, K Sinha
• Re: Use of foreign engineers, Bill Polhemus
• RE: Use of foreign engineers, Madden, Gerard

Fri Oct 13 01:00:09 GMT 2000

• Re: Use of foreign engineers, MSSROLLO
• I need Ur answer, Daniel Singgih_Rusdy
• Re: English 101, fturner
• Re: Use of foreign engineers, Bill Polhemus
• Re: I need Ur answer, RDAHLMANN
• Work, JCohen
• Re: Use of foreign engineers, John Riley
• RE: English 101, Bill Allen
• Re: Use of foreign engineers, John Riley
• Re: English 101, cmendoza
• Re: Work, MSSROLLO
• Re: English 101, Calvin Chang
• Re: English 101, frp 2000
• Re: Work, Richard & audra
• Re: Use of foreign engineers... ET AL...., frp 2000
• Re: English 101, David Hall
• Re: English 101, Syed A Masroor
• Re: English 101, Calvin Chang
• Re: English 101, Calvin Chang
• Re: Work, Bill Polhemus
• Re: English 101, Bill Polhemus
• Re: Alguem fala português ou Espanhol, Wilfredo Burgos
• Re: Alguem fala português ou Espanhol, Wilfredo Burgos
• Re: Use of foreign engineers, Peter McCormack
• Re: A7 Steel, Scott A Jensen/SAJ5/CC01/INEEL/US
• Specific Gravity of coke, Cummings, CM (Christopher) at MSXBEI(P)
• Re: Specific Gravity of coke, Pat Ebner
• Re: I need Ur answer, richard jackson
• Re: Use of foreign engineers... ET AL...., MSSROLLO
• RE: Specific Gravity of coke, Sprague, Harold O.
• RE: Specific Gravity of coke, BILL PULYER
• Re: Specific Gravity of coke, Edwin Schmeckpeper
• Broken Emails WAS: English 101, Jones, Mark A (Battle Creek)
• Re: FEMA, 1997, Samir Ghosn
• Fwd: Research, Shafat Qazi
• FEMA, 1997, nicolas
• Re: FEMA, 1997, Clara P. Lau
• RE: Anchor Rods for Friction Connection, GREG DIAS
• RE: Cement Certifications/C1157, Sherman, William
• RE: FEMA, 1997, Ron C. Larsen
• Re: FEMA, 1997, Claret Heider
• Re: Posting in foreign languages, Jeff Coronado
• RE: Use of foreign engineers, Madden, Gerard
• RE: Ever hear of . . ., Christopher Wright
• RE: Cement Certifications/C1157, Sprague, Harold O.
• RE: Use of foreign engineers, Peter McCormack
• Re: FEMA, 1997, Clara P. Lau
• Re: Posting in foreign languages, Raghu S. Pendyala
• Re: Use of foreign engineers, Bill Polhemus
• Re: Use of foreign engineers, Bill Polhemus
• Re: Posting in foreign languages, Bill Polhemus
• Re: Use of foreign engineers, Bill Polhemus
• Re: English 101, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Use of foreign engineers, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: English 101, Bill Polhemus

Sat Oct 14 00:08:41 GMT 2000

• Re: Use of foreign engineers, Bill Polhemus
• Re: Use of foreign engineers, David Hall
• Re: I need Ur answer, Daniel Singgih_Rusdy
• Re: I need Ur answer, Daniel Singgih_Rusdy
• Let's Welcome Posting in Foreign Languages, Nels Roselund
• Re: Let's Welcome Posting in Foreign Languages, Christopher Wright
• Re: Let's Welcome Posting in Foreign Languages, Bill Polhemus
• RE: Let's Welcome Posting in Foreign Languages, Khosrownia, Ghassem SPK
• Re: Posting in foreign languages, Dennis S. Wish
• Re: Let's Welcome Posting in Foreign Languages, Greg Smith
• Re: Let's Welcome Posting in Foreign Languages, Nels Roselund
• Re: Let's Welcome Posting in Foreign Languages, Christopher Wright

Sun Oct 15 05:35:09 GMT 2000

• Fwd: ASD9 Chapter K, CanitzCF
• Re: Posting in foreign languages, Jeff Coronado
• Fwd: ASD9 Chapter K, Drew A. Norman, SE
• Cantilevered Wood Diaphragm, Monty Hart
• Re: Cantilevered Wood Diaphragm, sscholl2

Mon Oct 16 05:44:16 GMT 2000

• Re: Cantilevered Wood Diaphragm, Jeff Coronado
• Re: Cantilevered Wood Diaphragm, Mark Gilligan
• Re: Cantilevered Wood Diaphragm, Monty Hart
• Re: Use of foreign engineers, Swingle, Mark
• RE: Alguem fala português ou Espanhol, Eber Ramirez
• Re: Engilsh 101, Kipp . A . Martin
• RE: ASD9 Chapter K, Charlie Carter
• Fwd: ASD9 Chapter K, Kevin Moore
• cantilivered columns, Mark Baker
• Structural Magazine Onlin, desi . kiss
• RE: Lateral Framing Systems seminar, Charlie Carter
• UBC Section 1633.2.6 Collector Elements, David Hall
• Washers for A325 Bolts, RainCat1
• Structural Magazine Onlin, Rodriguez, Marlou
• RE: Cantilevered Wood Diaphragm, Madden, Gerard
• Curved Retaining Walls, Paul Feather
• RE: Washers for A325 Bolts, Charlie Carter
• RE: Washers for A325 Bolts, Bob Shaw
• Re: Let's Welcome Posting in Foreign Languages, Scott Maxwell
• Re: Let's Welcome Posting in Foreign Languages, Greg Smith
• Re: The Patriot, frp 2000
• Re: str'l dynamics and earthquake eng'g books, javed afsar
• Curved Retaining Walls, Roger Turk
• Structural Steel Section Properties, Alicia Danyeur

Tue Oct 17 00:10:59 GMT 2000

• Re: Curved Retaining Walls, Paul Feather
• Alaska Building, Michael Krakower
• RE: cantilivered columns, Bill Allen
• Re: cantilivered columns, sscholl2
• Structural Steel Section Properties, John Riley
• RE: cantilivered columns, Bill Allen
• Re: cantilivered columns, Mark D. Baker
• RE: Cantilevered Wood Diaphragm, Mark Gilligan
• RE: UBC Section 1633.2.6 Collector Elements, David Hall
• Cantilevered Wood Diaphragm, Vinod Sahni
• RE: UBC Section 1633.2.6 Collector Elements, Nicholas Blackburn
• RE: Structural Steel Section Properties, Paul Crocker
• RE: UBC Section 1633.2.6 Collector Elements, Mark Pemberton
• RE: UBC Section 1633.2.6 Collector Elements, Rodriguez, Marlou
• RE: UBC Section 1633.2.6 Collector Elements, Jason Emoto
• RE: Washers for A325 Bolts, Neil Moore
• Re: Structural Steel Section Properties, Evan Jorgensen
• RE: Structural Steel Section Properties, Paul Crocker
• internet freebies, Virgilio R Monsalud
• COA Form added for SEAOSC Members., Shafat Qazi
• Re: Cantilevered Wood Diaphragm, Robert Shaffer
• Happy Anniversary/SDM 3, Madden, Gerard
• Re: Cantilevered Wood Diaphragm -Reply, Vinod Sahni
• Re: Structural Magazine Online, Kipp . A . Martin
• Re: Cantilevered Wood Diaphragm, Monty Hart
• RE: UBC Section 1633.2.6 Collector Elements, David Hall
• RE: UBC Section 1633.2.6 Collector Elements, David Hall
• Structural Steel Section Properties, Roger Turk

Wed Oct 18 01:01:54 GMT 2000

• RE: UBC Section 1633.2.6 Collector Elements, Bill Allen
• RE: UBC Section 1633.2.6 Collector Elements, David Hall
• RE: UBC Section 1633.2.6 Collector Elements, David Hall
• Re: Cantilevered Wood Diaphragm -Reply, Roger Turk
• RE: UBC Section 1633.2.6 Collector Elements, Bill Allen
• Design Software, John Young
• Re: Design Software, Bill Polhemus
• Re: Design Software, Michael Zaitz
• RE: Cantilevered Wood Diaphragm -Reply, Charles Espenlaub
• Structural Steel Section Properties, Jason Kilgore
• SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", Bill Polhemus
• Bollards & NFPA code, Paul_Reilly
• WARNING: Off-Topic, Non-Structural, Non-Partisan, Political HUMO R !!, Caldwell, Stan
• RE: Cantilevered Wood Diaphragm -Reply, Roger Turk
• Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", Peter McCormack
• Re: WARNING: Off-Topic, Non-Structural, Non-Partisan, Political HUMO R !!, MSSROLLO
• Re: Design Software, Jeff Coronado
• Re: Design Software, Monty Hart
• Design of Silos - Interior Load Distribution, RajSTC
• RE: Design of Silos - Interior Load Distribution, Brad Friederichs
• RE: Design of Silos - Interior Load Distribution, Lutz, James
• Re: Design of Silos - Interior Load Distribution, Christopher Wright
• Re: Design of Silos - Interior Load Distribution, Pat Ebner
• RE: Cantilevered Wood Diaphragm -Reply, Charles Espenlaub
• Re: WARNING: Off-Topic, Non-Structural, Non-Partisan,Political HUMO R !!, Bill Polhemus

Thu Oct 19 00:02:12 GMT 2000

• Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", Bill Polhemus
• Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", Peter McCormack
• Lat Torsional Buckling, Jason Kilgore
• Advertising, DR. MASROOR
• Re: Advertising, Christopher Wright
• RE: Lat Torsional Buckling, Charlie Carter
• Advertising, Roger Turk
• Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", John Riley
• Re: Lat Torsional Buckling, Jason Kilgore
• reed clip, Mark Pemberton
• Flood Plains in Brazil, npitera
• Re: Design of Silos - Interior Load Distribution, John MacLean
• American Railway Engineering Assn. - where are they?, Ken Peoples
• RE: American Railway Engineering Assn. - where are they?, Charlie Carter
• Re: Lat Torsional Buckling, Jason Kilgore
• American Railway Engineering Assn. - where are they?, Tom . Hunt
• RE: Lat Torsional Buckling, Charlie Carter
• RE: Posting in foreign languages, Mike Murphy
• RE: reed clip, Brian Harris
• URM lateral loads, Rodriguez, Marlou
• Fwd: Prop35, Shafat Qazi
• Re: Lat Torsional Buckling, John MacLean
• Assistance needed for small projects in the Palm Springs area, Dennis S. Wish

Fri Oct 20 00:02:32 GMT 2000

• RE: Prop35, Yousefi, Ben
• Re:RE: Prop35, TBenson
• Re: Prop35, Drew A. Norman, SE
• [no subject], Drew A. Norman, SE
• RE:, Bill Allen
• Re:, Bill Polhemus
• Re: Lat Torsional Buckling, Bill Polhemus
• Re: Advertising, Bill Polhemus
• Re: reed clip, Bill Polhemus
• Re: Lat Torsional Buckling, Scott Maxwell
• Ref. HSS Manual (AISC, 1994) page 9-15, Sam Chang
• Re: Ref. HSS Manual (AISC, 1994) page 9-15, Bill Polhemus
• Re: Lat Torsional Buckling, Bill Polhemus
• Re: Ref. HSS Manual (AISC, 1994) page 9-15, Michael Zaitz
• Channel, Michael Zaitz
• Re: FEMA, 1997, Peter Lam
• Bolting Books, Fredericks, Douglas/SAC
• RE: Ref. HSS Manual (AISC, 1994) page 9-15, Charlie Carter
• Timber frame house design - advice, Andy Costello
• RE: Bolting Books, Charlie Carter
• Fence Design, Trobridge, Bruce
• Re: Bolting Books, Bart Kemper
• RE: Timber frame house design - advice, dadie
• Re: Lat Torsional Buckling, RajSTC
• Re: Timber frame house design - advice, sscholl2
• Channel, Roger Turk
• RE: UBC Uplift, Rodriguez, Marlou
• Re: Lat Torsional Buckling, Jason Kilgore
• UBC Uplift, Tom . Hunt
• RE: UBC Uplift, sharonb
• Re: Fence Design, hans boge
• Re: Fence Design, Drew A. Norman, SE
• RE: Bolting Books, Bob Shaw
• Re: Bolting Books, Raghu S. Pendyala
• (no subject), SDGSE
• Re: Timber frame house design - advice, Samir Ghosn
• Building Codes used prior to 1927?, Rodriguez, Marlou
• Re: Building Codes used prior to 1927?, Samir Ghosn
• Re: Building Codes used prior to 1927?, fturner
• DESCON connection design software, gbohm

Sat Oct 21 00:19:17 GMT 2000

• RE: DESCON connection design software, Brad Friederichs
• Multi Part Mime Format, John MacLean
• Re: Building Codes used prior to 1927?, sscholl2
• RE: [AEC-Residential] Hillside primary anchors, Dennis S. Wish
• Re: UBC Uplift, Monty Hart
• Shotcrete on URM, Michael Krakower
• Re: Design of Silos - Interior Load Distribution, Juan C. Gray

Sun Oct 22 03:05:25 GMT 2000

• RE: Building Codes used prior to 1927?, George Richards, P.E.
• RE: Building Codes used prior to 1927?, Brian McDonald

Mon Oct 23 11:52:44 GMT 2000

• Re: Channel, Michael Zaitz
• Re: Channel, Michael Zaitz
• Re: Multi Part Mime Format, Peter McCormack
• RE: Flood Plains in Brazil, Jones, Mark A (Battle Creek)
• Re: Flood Plains in Brazil, Jason Kilgore
• [no subject], Tom . Hunt
• Re: Channel, Roger Turk
• Re: Channel, Scott Maxwell
• Post Tensioned Slab Attachment, Drew A. Norman, SE
• Re:, Bill Polhemus
• Re: Channel, Michael Zaitz
• RE: Shotcrete on URM, Rodriguez, Marlou
• Re: Post Tensioned Slab Attachment, hans boge
• Re: Shotcrete on URM, Drew A. Norman, SE
• Re: UBC Uplift, Ed . Haninger
• Re: Channel, Roger Turk
• Re: Channel, Roger Turk
• RE: Post Tensioned Slab Attachment, Paul Crocker
• Re: Channel, Michael Zaitz
• Re: Channel, Michael Zaitz
• RE: Post Tensioned Slab Attachment, Nicholas Blackburn
• comm#780--RE: Lat Torsional Buckling, Michael Hemstad
• Design of Earth Retaining Structures for Dynamic Loads, Ampuero, Jhon
• NCSEA Winter Institute, Caldwell, Stan
• Re: Channel, Jason Kilgore
• A 193-B7, Bill Polhemus
• Re: A 193-B7, Jason Emoto
• RE: A 193-B7, oswaldo aiffil
• Embedded Anchor Bolts In Compression, Bill Polhemus
• RE: Post Tensioned Slab Attachment, Eric Lehmkuhl
• Re: Embedded Anchor Bolts In Compression, Jason Emoto

Tue Oct 24 01:07:15 GMT 2000

• Re: Embedded Anchor Bolts In Compression, Scott Maxwell
• Re: Embedded Anchor Bolts In Compression, Mark Baker
• Shotcrete on URM, Michael Krakower
• Re: Embedded Anchor Bolts In Compression, Roger Turk
• Re: Embedded Anchor Bolts In Compression, Bill Polhemus
• Tack Welding Heavy Hex Nuts?, Bill Polhemus
• RE: Embedded Anchor Bolts In Compression, Sprague, Harold O.
• Re: Embedded Anchor Bolts In Compression, Jason Emoto
• Re: Embedded Anchor Bolts In Compression, Bill Polhemus
• RE: Tack Welding Heavy Hex Nuts?, Sprague, Harold O.
• Response to those who emailed me about work assistance, Dennis S. Wish
• Re: Response to those who emailed me about work assistance, Greg Smith

Wed Oct 25 04:13:33 GMT 2000

• Open Top WWTP Steel Tank Spec, Laurence B. Oeth
• Re: Embedded Anchor Bolts In Compression, Mark Baker
• Designing a remodel - how to treat the existing structure, Dennis S. Wish
• Re: Open Top WWTP Steel Tank Spec, Steve Meier
• WANTED: Construction and Design of Cable-Stayed Bridges / Walter Podolny, José Velásquez
• Re: WANTED: Construction and Design of Cable-Stayed Bridges / Walter Podolny, Thomas Long
• Re: Designing a remodel - how to treat the existing structure, Scott Maxwell
• RE: Embedded Anchor Bolts In Compression, Sprague, Harold O.
• Two-Tiered SE Licensing (Sort of long...), Dave Adams
• RE: Designing a remodel - how to treat the existing structure, Yousefi, Ben
• Re: Designing a remodel - how to treat the existing structure, Nels Roselund
• sloped retaining walls, Mark Pemberton
• [no subject], David P. Evangelista, PE
• RE:, David Fisher
• SEAOC Blue Book - paper on gussets, Dave Evans
• British Shapes, Tom . Hunt
• RE: SEAOC Blue Book - paper on gussets, Panos Trochalakis
• RE: SEAOC Blue Book - paper on gussets, Mike Valley
• RE:, Peter McCormack
• Perforated Shear Walls, Gina Gobo
• RE: Perforated Shear Walls, Munn, Dan
• Re: UK Steel Designations, Nels Roselund
• Re: British Shapes, Laura Watson
• British Shapes, Laura Watson
• Rehab of California Hospitals, Sprague, Harold O.
• RE: Rehab of California Hospitals, Cain, William

Thu Oct 26 00:23:08 GMT 2000

• "Outdated" OPENGL32.DLL, Bill Polhemus
• Re: sloped retaining walls, sscholl2
• RE:, MKnight
• Re: British Shapes, Mark Webster
• Re: "Outdated" OPENGL32.DLL, Doug McCurdy
• Re: Timber frame house design - advice, Daniel Gelinas
• Pre-engineered building, Scott Maxwell
• RE: Pre-engineered building, Ryan Lawton
• RE: Pre-engineered building, Todd Hill
• PE Exam, Jason Kilgore
• Re: Pre-engineered building, John Schenne
• heavy first floor live loads, marfra
• RE: heavy first floor live loads, Rodriguez, Marlou
• Retrofit of California Hospitals, fturner
• Analysis of pipes with large D/t ratios, Bill Allen
• Re: PE Exam, Peter McCormack
• Re: Pre-engineered building, E.B.Davison, P.Eng.
• RE: Analysis of pipes with large D/t ratios, Scott, William N.
• RE: PE Exam, Paul Crocker
• comm#780--Re: sloped retaining walls, Michael Hemstad
• Re: Analysis of pipes with large D/t ratios, Rick . Drake
• Re: Analysis of pipes with large D/t ratios, Bill Polhemus
• RE: Analysis of pipes with large D/t ratios, Bill Allen
• RE: Analysis of pipes with large D/t ratios, Scott, William N.
• Re: Analysis of pipes with large D/t ratios, PEC - Lake City
• FEMA 350, 351, 352, merrick group
• What are you worth?, dnae
• RE: FEMA 350, 351, 352, Sprague, Harold O.
• RE: What are you worth?, Madden, Gerard
• Re: Analysis of pipes with large D/t ratios, Bill Polhemus
• Certification for Multiple Use, Ed Fasula
• Re: What are you worth?, Donald Hanak
• Oklahoma Architects, Robert Rollo
• Re: FEMA 350, 351, 352, Mark D. Anderson PE
• FW: What are you worth?, Madden, Gerard
• RE: "Outdated" OPENGL32.DLL, Caldwell, Stan
• RE: What are you worth?, Caldwell, Stan
• RE: FEMA 350, 351, 352, Khosrownia, Ghassem SPK
• Re: What are you worth?, Donald Hanak
• RE: FEMA 350, 351, 352, Sprague, Harold O.
• RE: FEMA 350, 351, 352, Harper, Mark
• RE: FEMA 350, 351, 352, Samir Ghosn
• RE: What are you worth?, George Richards, P.E.
• hss sectional properties, dadie
• RE: hss sectional properties, Lutz, James
• New edition of LRFD handbook, Michael Bryson
• WAS: What are you worth?, Yousefi, Ben

Fri Oct 27 00:06:43 GMT 2000

• RE: New edition of LRFD handbook, Albert Meyer
• Re: Pre-engineered building, James Hannah
• RE: hss sectional properties, Rick . Drake
• Re: New edition of LRFD handbook, Davis Parsons
• Re: New edition of LRFD handbook, Ed . Haninger
• RE: FEMA 350, 351, 352, sharonb
• OFF-TOPIC RESPONSE TO BEN, Caldwell, Stan
• RE: OFF-TOPIC RESPONSE TO BEN, Matthew Stuart
• OFF-TOPIC RESPONSE TO MATTHEW, Caldwell, Stan
• RE: New edition of LRFD handbook, Charlie Carter
• RE: New edition of LRFD handbook, sharonb
• Re: OFF-TOPIC RESPONSE TO MATTHEW, Drew A. Norman, SE
• comm#780--Re: FiRP Reinforced Glulam Beams, Michael Hemstad
• Re: OFF-TOPIC RESPONSE TO BEN, Jonathan Mallard
• 97 UBC Near Source factors, James F Fulton
• Re: FEMA 350-353, Ron O. Hamburger
• 97 UBC Revisions, James F Fulton
• Re: 97 UBC Near Source factors, Rick . Drake
• RE: 97 UBC Revisions, sharonb
• Re: OFF-TOPIC RESPONSE TO BEN, Christopher Wright
• Re: FEMA 350, 351, 352, c2
• RE: comm#780--Re: FiRP Reinforced Glulam Beams, scottk
• RE: comm#780--Re: FiRP Reinforced Glulam Beams, Roger Davis
• Re: 97 UBC Near Source factors, Nels Roselund
• RE: FEMA 350, 351, 352, Mike Valley
• Re: FEMA 350, 351, 352, c2

Sat Oct 28 07:21:55 GMT 2000

• RE: FEMA 350, 351, 352, Scott Maxwell
• SERVER DOWN DUE TO POWER OUTAGE, Shafat Qazi
• Re: Pre-engineered building, leetec
• Re: OFF-TOPIC RESPONSE TO BEN, Bill Polhemus

Mon Oct 30 13:31:48 GMT 2000

• Diaphragms, Michael Zaitz
• RE: Diaphragms, BILL PULYER
• ASD Remains Alive and Well !, James F Fulton
• SOIL CLASS INFORMATION, fernando moreu
• Test Please Delete, Shafat Qazi
• TEST 2 PLEASE DELETE, Shafat Qazi
• TEST 3 Please DELETE, Shafat Qazi
• RE: TEST 3 Please DELETE, Cain, William
• RE: ASD Remains Alive and Well !, Charlie Carter
• RE: ASD Remains Alive and Well !, Charlie Carter

Tue Oct 31 02:43:33 GMT 2000

• Re: FEMA 350, 351, 352, James Hannah
• 50'+, Metal Buildings (was Re: Pre-engineered building), Paul Ransom
• Re: FEMA 350, 351, 352, c2
• RE: FEMA 350, 351, 352, Albert Meyer
• biaxial rectangular column design software, C. Edward Grinsteiner
• Weld Inspection, Bakersfield, Al Greene
• Re: biaxial rectangular column design software, Bill Polhemus
• Sorry Mathcad question (delete if you don't want to read), Rodriguez, Marlou
• RE: Sorry Mathcad question (delete if you don't want to read), Daley, John
• RE: Sorry Mathcad question (delete if you don't want to read), Madden, Gerard
• RE: Sorry Mathcad question (delete if you don't want to read), Jones, Mark A (Battle Creek)
• RE: Sorry Mathcad question (delete if you don't want to read), Bill Allen
• RE: FEMA 350, 351, 352, Jones, Mark A (Battle Creek)
• Re: biaxial rectangular column design software, Jason Emoto
• Re: Weld Inspection, Bakersfield, Nels Roselund
• Sorry Mathcad question (delete if you do, Roger Turk
• RE: Sorry Mathcad question (delete if you don't want to read), scottk

Wed Nov 01 05:15:09 GMT 2000

• California government report on income, merrick group
• Re: Sorry Mathcad question (delete if you don't want to read), Laura Watson
• RE: Sorry Mathcad question (delete if you don't want to read), Rodriguez, Marlou
• single plate shear connections edge distance, Ken Peoples
• RE: single plate shear connections edge distance, Roger Davis
• shear strength of WF, Mark Pemberton
• Precast Single T, Speck, Todd M
• Re: shear strength of WF, Michael Bryson
• NCEES STRU I EXAM, Friis, Donna
• Re: shear strength of WF, Rick . Drake
• RE: NCEES STRU I EXAM, Daley, John
• Re: NCEES STRU I EXAM, Jason Kilgore
• Re: NCEES STRU I EXAM, Peter McCormack
• RE: NCEES STRU I EXAM, Friis, Donna
• RE: Precast Single T, Brent Koch
• OSB & humidity, RGRAYAIA
• Double-Tee, Faris Daoud

Thu Nov 02 01:42:51 GMT 2000

• Cathy Murphy - Structural Engineer Magazine - needs some help, Dennis Wish
• Re: Double-Tee, Bill Polhemus
• Re: Double-Tee, frp 2000
• Re: Double-Tee, Jake Watson
• Re: NCEES STRU I EXAM, Jake Watson
• Re: single plate shear connections edge distance, Jake Watson
• Re: NCEES STRU I EXAM, Scott Maxwell
• Re: NCEES STRU I EXAM, Scott Maxwell
• Use of aluminium/stainless steel in marine environment, Mufti
• slipforming v.climbing ormworkf, j.n.sigalas
• Re: NCEES STRU I EXAM, Jason Kilgore
• RE: single plate shear connections edge distance, lrk
• RE: single plate shear connections edge distance, Mark Gilligan
• test - delete, RainCat1
• Is it a shearwall or not??? Need some help, Dennis Wish
• Re: Is it a shearwall or not??? Need some help, frp 2000
• California Method for P.T sab, Samir Ghosn
• Concrete Hat on a steel tower!, Khosrownia, Ghassem SPK
• Re: NCEES STRU I EXAM, John MacLean
• Re: NCEES STRU I EXAM, Bill Polhemus
• Re: Is it a shearwall or not??? Need some help, Drew A. Norman, SE
• RE: Is it a shearwall or not??? Need some help, Nicholas Blackburn

Fri Nov 03 00:29:12 GMT 2000

• Re: Concrete Hat on a steel tower!, Paul Feather
• Re: NCEES STRU I EXAM, Scott Maxwell
• Walter D. Saunders, Graeme Dick
• RE: Is it a shearwall or not??? Need some help, Dennis Wish
• shear strength of WF, Roger Turk
• OSB & humidity, Roger Turk
• Precast Single T, Roger Turk
• RE: single plate shear connections edge, Roger Turk
• AISC Table 8-33 question, Sprague, Harold O.
• November Newsletter Posted, Mark E. Deardorff
• Re: AISC Table 8-33 question, Jason Kilgore
• Re: AISC Table 8-33 question, Jason Kilgore
• Re: AISC Table 8-33 question, Scott Maxwell
• RE: AISC Table 8-33 question, Charlie Carter
• Re: AISC Table 8-33 question, Jason Kilgore
• Re: Is it a shearwall or not??? Need some help, EphHirsch
• Re: AISC Table 8-33 question, Scott Maxwell
• The Steel Committee of California, Sprague, Harold O.
• Re: The Steel Committee of California, Lanny J. Flynn
• RE: The Steel Committee of California, Sprague, Harold O.
• RE: single plate shear connections edge distance, Charlie Carter
• Re: single plate shear connections edge distance, Eric Ober
• RE: single plate shear connections edge distance, Charlie Carter

Sat Nov 04 00:04:29 GMT 2000

• RE: single plate shear connections edge distance, lrk
• RE: Is it a shearwall or not??? Need some help, Dennis Wish
• RE: NCEES STRU I EXAM, Paul Crocker
• Story Drift Limits for Wind Load, Bill Polhemus
• Re: Story Drift Limits for Wind Load, Michael Bryson
• Re: Story Drift Limits for Wind Load, Bill Polhemus
• Re: Story Drift Limits for Wind Load, Michael Bryson
• Re: Story Drift Limits for Wind Load, Al Meyer

Sun Nov 05 04:39:36 GMT 2000

• RE: NCEES STRU I EXAM, Scott Maxwell
• Re: Story Drift Limits for Wind Load, Scott Maxwell
• ????, RGRAYAIA
• Re: NCEES STRU I EXAM, Al Meyer
• Swimming Pool Design, Raghu S. Pendyala
• Re: Swimming Pool Design, Chris TSE

Mon Nov 06 04:21:23 GMT 2000

• need help, Daniel Singgih_Rusdy
• Re: need help, Jim Kestner
• RE: Story Drift Limits for Wind Load, Brian K. Smith
• RE: need help, Sprague, Harold O.
• BASE METAL STRENGTH, Alan_Williams
• RE: Story Drift Limits for Wind Load, Sprague, Harold O.
• California decides not to adopt the IBC (for now), Yousefi, Ben
• RE: NCEES STRU I EXAM, Paul Crocker
• Beam Reinforcement using Bolts, Michael Zaitz
• California decides not to adopt the IBC, Roger Turk
• RE: need help, Brian K. Smith
• RE: California decides not to adopt the IBC (for now), Sprague, Harold O.
• Re: NCEES STRU I EXAM, Jason Kilgore
• Re: California decides not to adopt the IBC (for now), Michael Zaitz
• Re: Swimming Pool Design, Raghu S. Pendyala
• RE: need help, Sprague, Harold O.
• Re: Beam Reinforcement using Bolts, Raghu S. Pendyala
• Floor level of attached garages, Peter McCormack
• Re: Swimming Pool Design, Roger Turk
• RE: Floor level of attached garages, Yousefi, Ben

Tue Nov 07 00:00:38 GMT 2000

• RE: NCEES STRU I EXAM, John MacLean
• RE: NCEES STRU I EXAM, Paul Crocker
• Vote YES On Proposition 35 (one last reminder, TBenson
• RE: Floor level of attached garages, Scott Maxwell
• Re: Floor level of attached garages, Greg Smith
• Re: Floor level of attached garages, Samir Ghosn
• Re: Floor level of attached garages, Peter McCormack
• Interactions Between Earth Science Conditions & California Public Policies (Video Conference), Smith, Ted
• Cantilever System (Help!), Alfonso S Quilala
• NDS 97 GLU-Lam 24F-V8 shear value, Rodriguez, Marlou
• RE: NDS 97 GLU-Lam 24F-V8 shear value, Madden, Gerard
• Re: Cantilever System (Help!), Samir Ghosn
• Re: Cantilever System (Help!), Paul Feather
• ASCE - Nov. 14th - Forensic Engineers Dinner Meeting, gberghouse

Wed Nov 08 01:18:04 GMT 2000

• Re: Cantilever System (Help!), Deb
• Re: NDS 97 GLU-Lam 24F-V8 shear value, Bruce Pooley
• Re: Is it a shearwall or not??? Need some help, Richard Flower
• Shear Wall Myths--Share your favorites about wood shear walls, Mattesons
• Carpentry references that show HOW TO BUILD wood shear walls, Mattesons
• floor thickness, Daniel Singgih_Rusdy
• Re: Cantilever System (Help!), Chris TSE
• Corosion-Damaged Brick Wall, Aleksandar Tomasevic
• Re: need help, Jim Kestner
• CA Proposition 35, Caldwell, Stan
• Re: CA Proposition 35, Samir Ghosn
• Re: biaxial rectangular column design software, Raoul Karp
• FW: CA Proposition 35, Cain, William
• Re: CA Proposition 35, Bill Polhemus
• Re:CA Proposition 35, TBenson
• QUERY: HSS Connections Manual Erratum?, Bill Polhemus
• RE: CA Proposition 35, Cain, William
• RE: biaxial rectangular column design software, Fredericks, Douglas/SAC
• comm#780--Re: Beam Reinforcement using Bolts, Michael Hemstad
• Fiberglass church steeple support - need opinions, Laura Watson
• Re: Cantilever System, Vinod Sahni
• Re: Fiberglass church steeple support - need opinions, Jim Kestner
• Round HSS Availability, Satish J. Matani
• RE: Brown & Williamson, George Richards, P.E.
• Brown & Williamson, George Richards, P.E.
• Plywood shear walls, Russell Berkowitz
• Re: Corosion-Damaged Brick Wall, Nels Roselund
• Re: Round HSS Availability, hans boge
• Re: Shear Wall Myths--Share your favorites about wood shear walls, Nels Roselund
• Big Tubes, Caldwell, Stan

Thu Nov 09 00:20:40 GMT 2000

• Re: Round HSS Availability, Drew A. Norman, SE
• Shearwall sill plate, Paul Feather
• Re: Fiberglass church steeple support - need opinions, Rick Burch
• Test Delete, OTATSDGSE
• Re: Plywood shear walls, sscholl2
• Re:Round HSS availability, M Hariharan/engg
• Re: round HSS availability, M Hariharan/engg
• Re: Analysis of pipes with Large D/t ratios., M Hariharan/engg
• Epoxy Grout for Rock Anchors, Steven Mallett
• California Method for P.T sab, Satish J. Matani
• Re: Epoxy Grout for Rock Anchors, Nels Roselund
• Epoxy Grout for Rock Anchors, Mark Gilligan
• Re: Cantilever System, Jeff Coronado
• RE: Round HSS availability, Charles Espenlaub
• Re: Shearwall sill plate, Paul_Reilly
• re Plywood Shear Walls, Mattesons
• RE: Epoxy Grout for Rock Anchors, Sherman, William
• RE: Epoxy Grout for Rock Anchors, Sprague, Harold O.
• Re: Cantilever System (Help!), John Bryan
• Re: Epoxy Grout for Rock Anchors, Drew A. Norman, SE
• "billets" and "mill", Fariborz Tehrani
• UBC 1997 for THREE MORE YEARS, Shafat Qazi
• RE: "billets" and "mill", Rex Donahey
• Re: Plywood shear walls, Mauricio A. Lopez
• Redundancy factor 1.0 for single story wood framed?, Lynn
• RE: "billets" and "mill", Sprague, Harold O.
• RE: "billets" and "mill", Christopher Wright
• Re: Redundancy factor 1.0 for single story wood framed?, Paul Feather
• RE: QUERY: HSS Connections Manual Erratum?, Matt Melcher
• Re: Epoxy Grout for Rock Anchors, Raghu S. Pendyala
• construction Drawings, Francisco Duarte
• RE: Redundancy factor 1.0 for single story wood framed?, Yousefi, Ben
• RE: construction Drawings, dadie
• RE: construction Drawings, Khosrownia, Ghassem SPK
• RE: construction Drawings, croper
• Re: QUERY: HSS Connections Manual Erratum?, Bill Polhemus
• [no subject], Satish J. Matani
• RE: Redundancy factor 1.0 for single story wood framed?, Paul_Reilly
• RE: construction Drawings, Adriano Teixeira
• RE: construction Drawings, Adriano Teixeira
• URM Design Criteria, Jesse D. Moore
• RE: construction Drawings, David Fisher
• RE: construction Drawings, Madden, Gerard
• Re: Redundancy factor 1.0 for single story wood framed?, fturner

Fri Nov 10 00:13:08 GMT 2000

• RE: construction Drawings, Roger Turk
• Re: Redundancy factor 1.0 for single story wood framed?, Lynn
• RE: Redundancy factor 1.0 for single story wood framed?, Bill Allen, S.E.
• RE: Redundancy factor 1.0 for single story wood framed?, Bill Allen, S.E.
• RE: Redundancy factor 1.0 for single story wood framed?, sharonb
• Enercalc-Pole Embedment in Soil, OTATSDGSE
• RE: Redundancy factor 1.0 for single story wood framed?, Mike Valley
• Re: Shearwall sill plate, Rhkratzse
• RE: Enercalc-Pole Embedment in Soil, George Richards, P.E.
• H*LP WANTED: Computer Program "Wind Loads on Structures" by SDG Inc., Bill Polhemus
• Re: construction Drawings, RDAHLMANN
• RE: construction Drawings, Scott Maxwell
• RE: Redundancy factor 1.0 for single story wood framed?, Dennis Wish
• RE: construction Drawings, Charles Espenlaub
• Re: UBC 1997 for THREE MORE YEARS, Rick . Drake
• RE: construction Drawings, Khosrownia, Ghassem SPK
• RE: UBC 1997 for THREE MORE YEARS, Paul Crocker
• RE: UBC 1997 for THREE MORE YEARS, Bill Allen, S.E.
• Enercalc-Pole Embedment in Soil, Oshin Tosounian
• RE: Enercalc-Pole Embedment in Soil, George Richards, P.E.
• Re: Problem Posting Through AOL, Russell Berkowitz
• Problem Posting Through AOL, Oshin Tosounian
• Re: Problem Posting Through AOL, SDGSE
• [no subject], Oshin Tosounian
• RE: QUERY: HSS Connections Manual Erratum?, Heath Mitchell
• Re: Problem Posting Through AOL, Drew A. Norman, SE

Sat Nov 11 01:31:30 GMT 2000

• Re: Problem Posting Through AOL, SDGSE
• Re: QUERY: HSS Connections Manual Erratum?, Bill Polhemus
• RE: construction Drawings, Scott Maxwell
• Re: seaint Digest for 9 Nov 2000, DR. MASROOR
• Re: seaint Digest for 9 Nov 2000, Bill Polhemus
• loader surcharge at top of retaining wall, Ken Peoples
• welding nuts, Ken Peoples
• RE: welding nuts, Ron Roberts
• Re: loader surcharge at top of retaining wall, sscholl2
• RE: QUERY: HSS Connections Manual Erratum?, lrk

Sun Nov 12 02:31:43 GMT 2000

• RE: loader surcharge at top of retaining wall, David Hall
• test, W. Gray Hodge
• Re: seaint Digest for 9 Nov 2000, marfra

Mon Nov 13 01:05:18 GMT 2000

• Re: Enercalc-Pole Embedment in Soil, BCainse
• Re: seaint Digest for 9 Nov 2000, Bill Polhemus
• RE: welding nuts, Roger Davis
• Re: Enercalc-Pole Embedment in Soil, Wilfredo Burgos
• RE: Enercalc-Pole Embedment in Soil, oswaldo aiffil
• RE: Epoxy Grout and Rock Anchors, James F Fulton
• HP Calculators, Ken Peoples
• RE: HP Calculators, Daley, John
• Re: HP Calculators, ROBERTO PARES-SANTIAGO
• RE: HP Calculators, Ron Hill
• RE: HP Calculators, Speck, Todd M
• RE: Enercalc-Pole Embedment in Soil, Mark Pemberton
• Building Architectural Examination, Fariborz Tehrani
• Vortex Shedding, Khosrownia, Ghassem SPK
• Re: loader surcharge at top of retaining wall, Jason Kilgore
• RE: Enercalc-Pole Embedment in Soil, Cain, William
• QUESTION: "Duration Factor" for design of Beam-Column under 1997 NDS, Bill Polhemus
• RE: Vortex Shedding, Canitz, Charles F NAB02
• Re: Problem Posting Through AOL, Shafat Qazi
• Re: Vortex Shedding, Jim Kestner
• Re: QUESTION: "Duration Factor" for design of Beam-Column under 1997 NDS, Bruce Pooley
• RE: QUESTION: "Duration Factor" for design of Beam-Column under 1 997 NDS, Charles Espenlaub
• Re: Building Architectural Examination, Ralph Benson
• RE: loader surcharge at top of retaining wall, Sherman, William
• RE: QUESTION: "Duration Factor" for design of Beam-Column under 1997 NDS, Roger Davis
• Re: Building Architectural Examination, Greg Smith
• Re: Vortex Shedding, Ed . Haninger
• RE: welding nuts, Charlie Carter
• Re: Problem Posting Through AOL, RainCat1
• RE: Vortex Shedding, Eric Lehmkuhl
• RE: Building Architectural Examination, Caldwell, Stan
• RE: STAADPro, STAAD etc, Khosrownia, Ghassem SPK
• RE: Vortex Shedding, Sprague, Harold O.
• STAADPro, STAAD etc, Stanley_P_Johnson
• RE: welding nuts, Ken Peoples
• STAAD, E.B.Davison, P.Eng.
• Structural Design Program, James Lin
• Re: Structural Design Program, Michael Zaitz
• Re: STAADPro, STAAD etc, Bill Polhemus

Tue Nov 14 00:01:51 GMT 2000

• RE: STAADPro, STAAD etc, Nicholas Blackburn
• Re: STAADPro, STAAD etc, David Hall
• Re: Problem Posting Through AOL, James Hannah
• Re: Vortex Shedding, John MacLean
• Re: drafting cost, S. A. Masroor
• Structural analysis engine, hosnachah
• RE: loader surcharge at top of retaining wall, Ken Peoples
• Re: QUESTION: "Duration Factor" for design of Beam-Column under 1997 NDS, Peter McCormack
• Re: STAADPro, STAAD etc, Peter McCormack
• Re: Structural analysis engine, JCohen
• Re: Structural analysis engine, Bill Polhemus
• Re: STAADPro, STAAD etc, Bill Polhemus
• RE: loader surcharge at top of retaining wall, Sherman, William
• RE: Structural analysis engine, Scott Bernard
• Re: Structural analysis engine, Nicolas Mangon
• RE: Building Architectural Examination, Fariborz Tehrani
• Dominican Republic, Greg Smith
• Re: Structural analysis engine, Christopher Wright
• RE: loader surcharge at top of retaining wall, Christopher Wright
• Re: STAADPro, STAAD etc, Wilfredo Burgos
• RE: loader surcharge at top of retaining wall, Peter McCormack
• WANTED: Pneutek Catalog, Bill Polhemus
• Re: STAADPro, STAAD etc, Bill Polhemus
• RE: loader surcharge at top of retaining wall, Sherman, William
• Re: STAADPro, STAAD etc, Peter McCormack
• Re: Epoxy Grout for Rock Anchors, COEngineer
• RE: WANTED: Pneutek Catalog, dadie
• RE: QUESTION REGARDING CONCRETE MOMENT FRAMES, Brian McDonald
• RE: loader surcharge at top of retaining wall, Christopher Wright
• QUESTION REGARDING CONCRETE MOMENT FRAMES, Dan Goodrich
• Re: Vortex Shedding, Raghu S. Pendyala
• Re: STAADPro, STAAD etc, frp 2000
• RE: QUESTION REGARDING CONCRETE MOMENT FRAMES, Paul Crocker
• RE: WANTED: Pneutek Catalog, Jones, Mark A (Battle Creek)
• RE: loader surcharge at top of retaining wall, Jones, Mark A (Battle Creek)
• Re: QUESTION REGARDING CONCRETE MOMENT FRAMES, Dan Goodrich
• Re: WANTED: Pneutek Catalog, Bill Polhemus
• RE: WANTED: Pneutek Catalog, Cain, William

Wed Nov 15 00:01:50 GMT 2000

• ASD Load Combinations, Larry Hauer
• RE: WANTED: Pneutek Catalog, Armijo, John J (PWCSD 184)
• RE: loader surcharge at top of retaining wall, Gunnar Hafsteinn Isleifsson
• RE: QUESTION REGARDING CONCRETE MOMENT FRAMES, Brian McDonald
• RE: ASD Load Combinations, sharonb
• A structural engineering journal, bhagavan
• Steel trusses, JohnOttCE
• ICBO seminar 11/15, Vyacheslav Gordin
• Re: loader surcharge at top of retaining wall, John Riley
• RE: Steel trusses, David Fisher
• gracias, Wilfredo Burgos
• Column Base of Industrial Building, Calvin Chang
• ASD Load Combinations, James F Fulton
• RE: Column Base of Industrial Building, Todd Hill
• RE: ASD Load Combinations, Charlie Carter
• Re: Column Base of Industrial Building, Calvin Chang
• BEAM-TO COLUMN CONNECTIONS FOR MOMENT FRAMES, Kevin Lacey
• Re: ASD Load Combinations, Rick . Drake
• Shear studs, BILL PULYER
• RE: STAAD, Ed Greig
• Re: loader surcharge at top of retaining wall, Christopher Wright
• Shear studs, Roger Turk
• RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
• RE: ICBO seminar 11/15, Lao, Larry
• RE: loader surcharge at top of retaining wall, Christopher Wright
• RE: loader surcharge at top of retaining wall, Lutz, James
• RE: Shear studs, Bob Shaw
• Re: STAADPro, STAAD etc, David Hall
• Steel stud framed shear walls, dmorrow
• Re: BEAM-TO COLUMN CONNECTIONS FOR MOMENT FRAMES, Scott Maxwell
• Seismic Evaluation of Existing Buildings, Adranly, Samar
• Re: Seismic Evaluation of Existing Buildings, Clara P. Lau
• RE: Seismic Evaluation of Existing Buildings, Charlie Carter
• RE: Steel stud framed shear walls, George Richards, P.E.
• Re: loader surcharge at top of retaining wall, Swingle, Mark
• Re: Seismic Evaluation of Existing Buildings, Clara P. Lau
• Re: Seismic Evaluation of Existing Buildings, fturner
• Static and Dynamic Nonlinear Analysis, GORTAIRE ERAZO PAUL ALFONSO

Thu Nov 16 00:01:54 GMT 2000

• Re: STAAD, Bill Polhemus
• RE: loader surcharge at top of retaining wall, Sherman, William
• Re: loader surcharge at top of retaining wall, Christopher Wright
• RE: loader surcharge at top of retaining wall, Christopher Wright
• Filigree Wideslab, frp 2000
• RE: Filigree Wideslab, Bob Shaw
• Re: Filigree Wideslab, frp 2000
• Re: STAADPro, STAAD etc, David Hall
• RE: Filigree Wideslab, Sprague, Harold O.
• Welding Run-Off Tabs..., Ben Faircloth
• VIRUS ALERT, Shafat Qazi
• Re: Filigree Wideslab, frp 2000
• Re: STAAD, Keith Fix
• Re: loader surcharge at top of retaining wall, Ken Peoples
• RE: VIRUS ALERT, Gary Ehrlich
• Re: ASD Load Combinations, James F Fulton
• RE: Filigree Wideslab, Sprague, Harold O.
• Re: ASD Load Combinations, Rick . Drake
• Re: A structural engineering journal, James F Fulton
• Subterranean Wall Footing Surcharge, Oshin B Tosounian
• RE: Welding Run-Off Tabs..., Charlie Carter
• Re: ASD Load Combinations, Nels Roselund
• AWS Roughness Gauge - welding tabs, Ron O. Hamburger
• Re: A structural engineering journal, Roger Turk
• RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
• Re: ASD Load Combinations, Ron O. Hamburger
• RE: Engineering related seminar/conv./conf. info, Becker, Rick
• RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
• Re: A structural engineering journal, Rick . Drake
• SEAOC Design Manual Vol 3 Example 4 design question:, Rodriguez, Marlou
• Static and Dynamic Nonlinear Analysis SAP2000, GORTAIRE ERAZO PAUL ALFONSO
• Re: A structural engineering journal, sscholl2
• RE: A structural engineering journal, majid sarraf

Fri Nov 17 00:05:47 GMT 2000

• RE: Welding Run-Off Tabs..., Bob Shaw
• Re: SEAOC Design Manual Vol 3 Example 4 design question:, Jon Brody
• Re: Shear studs, NWB
• Re: SEAOC Design Manual Vol 3 Example 4 design question:, frp 2000
• Re: SEAOC Design Manual Vol 3 Example 4 design question:, frp 2000
• Rock Piling, Adranly, Samar
• Re: Column Base of Industrial Building, Paul Ransom
• RE: Column Base of Industrial Building, David I. Ruby, P.E.
• RE: A structural engineering journal, Roger Turk
• QUESTION: Effective Length For Angle In Tension AND Compression, Bill Polhemus
• Re: Rock Piling, TARNO COLEMAN
• RE: A structural engineering journal, Peter McCormack
• Re: QUESTION: Effective Length For Angle In Tension AND Compression, Jake Watson
• Floor Plate Fire Rating, Canitz, Charles F NAB02
• RE: QUESTION: Effective Length For Angle In Tension AND Compressi on, Zachary Goswick
• Re: QUESTION: Effective Length For Angle In Tension AND Compression, Bill Polhemus
• Shelter Promotion, Stanley_P_Johnson
• Re: QUESTION: Effective Length For Angle In Tension AND Compression, Jake Watson
• Re: SEAOC Design Manual Vol 3 Example 4 design question:, Jon Brody
• cabled stayed roof structures, Bibbs, David
• Employment opportunity, gbohm
• Re: cabled stayed roof structures, Peter McCormack
• Re: A structural engineering journal, Paul Feather
• RE: Shelter Promotion, Gary Ehrlich
• Re: Rock Piling, John MacLean
• Re: A structural engineering journal, Raghu S. Pendyala
• Re: A structural engineering journal, Greg Smith
• RE: A structural engineering journal, Gil Brock
• Plotter, James Lin
• Re: A structural engineering journal, Paul Feather
• Re: A structural engineering journal, sscholl2
• RE: Plotter, Charles Espenlaub
• Re: A structural engineering journal, Bill Polhemus
• Re: A structural engineering journal, Bill Polhemus
• RE: Plotter, Ron Hill
• Re: A structural engineering journal, Gil Brock

Sat Nov 18 05:09:00 GMT 2000

• Re: A structural engineering journal, Christopher Wright
• Re: A structural engineering journal, M Hariharan/engg
• Re: Column Base of Industrial Building, M Hariharan/engg
• Re: A structural engineering journal, Ray Pixley

Sun Nov 19 05:16:07 GMT 2000

• Re: A structural engineering journal, Christopher Wright
• Re: STAADPro, STAAD etc, hinkle j pinkle
• Referal, Mark Gilligan
• Re: A structural engineering journal, Roger Turk

Mon Nov 20 02:16:16 GMT 2000

• Re: A structural engineering journal, Gil Brock
• Re: REUSE OF IN-SITU REMEDIATED SOIL, NWB
• New and Improved Structuralist.Net, Structuralist
• Re[2]: A structural engineering journal, James F Fulton
• Re: Re[2]: A structural engineering journal, Christopher Wright
• Re: A structural engineering journal, Roger Turk
• Re: REUSE OF IN-SITU REMEDIATED SOIL, RajSTC
• SAP2k: Modeling concrete floors with monolithic conc. beams, Khosrownia, Ghassem SPK
• RE: Plotter, Jones, Mark A (Battle Creek)
• RE: A structural engineering journal, Jones, Mark A (Battle Creek)
• Re: SAP2k: Modeling concrete floors with monolithic conc. beams, Michael Bryson
• Equivalent frame Re: A structural engineering journal, Michael Bryson
• RE: A structural engineering journal, Rogers, Robert
• RE: A structural engineering journal, Caldwell, Stan
• Torsion Reinforcing Question, PEC - Lake City
• Equivalent frame Re: A structural engineering journal, Gil Brock
• Re: SAP2k: Modeling concrete floors with monolithic conc. beams, Tomás Matta

Tue Nov 21 02:41:47 GMT 2000

• Re: SAP2k: Modeling concrete floors with monolithic conc. beams, Michael Bryson
• RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Eduardo Lopez
• Online Professional Development Hours, Fredericks, Douglas/SAC
• Re:Volunteer for Haiti Church?, sscholl2
• Re: CA Proposition 35, Felix P. Tong
• RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Lutz, James
• RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Khosrownia, Ghassem SPK
• Flow drilling or Blind Bolting with HSS, Khosrownia, Ghassem SPK
• Re[2]: CA Proposition 35, TBenson

Wed Nov 22 00:27:53 GMT 2000

• FEMA 350 B.U.E.P. Questions, Bill Allen, S.E.
• RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Lutz, James
• Beam Analysis, Tom VanDorpe
• Re: Beam Analysis, Bill Polhemus
• Re: SAP2k: Modeling concrete floors with monolithic conc. beams, M Hariharan/engg
• Re: Equivalent frame, S. A. Masroor
• RE: seaint Digest for 21 Nov 2000, Structuralist
• RE: Flow drilling or Blind Bolting with HSS, MKnight
• Re: FEMA 350 B.U.E.P. Questions, Rick . Drake
• Re: FEMA 350 - Bolted Unstiffened End Plate Connection Design, Ron O. Hamburger
• Re: SAP2k: Modeling concrete floors with monolithic conc. beams, Dan Goodrich
• RE: Flow drilling or Blind Bolting with HSS, Mark Gilligan
• Out of Plumb Residence need help on fix., Rodriguez, Marlou
• RE: Flow drilling or Blind Bolting with HSS, MKnight
• Re: Flow drilling or Blind Bolting with HSS, Neal Root
• RE: Out of Plumb Residence need help on fix., Rodriguez, Marlou
• RE: Out of Plumb Residence need help on fix., desi . kiss
• Re: Out of Plumb Residence need help on fix., Jason Kilgore
• Re: Out of Plumb Residence need help on fix., Neil Moore
• Re: Out of Plumb Residence need help on fix., Samir Ghosn
• RE: Out of Plumb Residence need help on fix., Lutz, James
• RE: Out of Plumb Residence need help on fix., Rodriguez, Marlou
• Re: Out of Plumb Residence need help on fix., Nels Roselund
• Wood Shear Wall Allowable Values, Dan Goodrich
• Re: Out of Plumb Residence need help on fix., RajSTC
• RE: Wood Shear Wall Allowable Values, George Richards, P.E.
• Re: Out of Plumb Residence need help on fix., Nels Roselund
• Re: Wood Shear Wall Allowable Values, Samir Ghosn

Thu Nov 23 00:36:07 GMT 2000

• Footing Dowels @ Tilt-Up Construction, James Lin
• Re: Footing Dowels @ Tilt-Up Construction, fturner
• Re: Beam Analysis, Tom VanDorpe
• Re: Out of Plumb Residence need help on fix., sscholl2
• RE: seaint Digest for 22 Nov 2000, Structuralist
• Re: Beam Analysis, Structuralist
• Re: Wood Shear Wall Allowable Values, Jake Watson
• Re: Flow drilling or Blind Bolting with HSS, Mark Gilligan
• RE: Out of Plumb Residence need help on, Roger Turk

Fri Nov 24 06:12:58 GMT 2000

• Response Spectra Mass, Melbec
• Re: Wood Shear Wall Allowable Values, barry2
• QUERY: Bond Beam Spacing Requirements, Bill Polhemus
• Re: Flow drilling or Blind Bolting with HSS, Tom . Hunt
• Re: QUERY: Bond Beam Spacing Requirements, sscholl2
• Re: QUERY: Bond Beam Spacing Requirements, Jason Emoto
• Re: QUERY: Bond Beam Spacing Requirement, Roger Turk
• Re: QUERY: Bond Beam Spacing Requirement, Jason Emoto
• Re: Out of Plumb Residence need help on fix., MSSROLLO
• Re: QUERY: Bond Beam Spacing Requirements, Laurence B. Oeth

Sat Nov 25 09:42:01 GMT 2000

• HADD - Homeowners Against Deficient Dwellings, Structuralist
• Re: HADD - Homeowners Against Deficient Dwellings, sscholl2
• RE: Out of Plumb Residence need help on fix., Brian K. Smith
• Re: Response Spectra Mass, Mario A. Tioli
• Re: QUERY: Bond Beam Spacing Requirement, yANUAR dWIPOYONO
• Plywood Shear Wall Deflection, Bob Chou

Sun Nov 26 07:32:16 GMT 2000

• Re: Plywood Shear Wall Deflection, chuckuc

Mon Nov 27 00:37:36 GMT 2000

• Re: Wood Shear Wall Allowable Values, RGRAYAIA
• Can anybody help me VALUES OF Cd?, 장영일
• TEST, 장영일
• Re: Beam Analysis, asisclo villafuerte
• Re: Structural CFRP Laminate Design Software, frp 2000
• QUERY: Threaded Weld Stud, Bill Polhemus
• RE: QUERY: Threaded Weld Stud, Roger Davis
• RE: QUERY: Threaded Weld Stud, Bob Shaw
• QUERY: Threaded Weld Stud, Tom . Hunt
• Foundation Design Reference, Nicholas Blackburn
• Re: Foundation Design Reference, David Handy
• Re: Foundation Design Reference, Edward Arrington
• Re: Flow drilling or Blind Bolting with HSS, Neal Root
• Re: Flow drilling or Blind Bolting with HSS, Tom Corcoran
• shoring, Panos Trochalakis
• Re: Foundation Design Reference, Paul Feather
• Re: QUERY: Threaded Weld Stud, Paul Feather
• Re: Wood Shear Wall Allowable Values, Dan Goodrich
• Overseas News, Rick . Drake
• masonry infill walls as lateral bracing in a low rise steel frame building, Hyndman, Keith
• Re: Reamer/Belling Bucket Toppling, R G TAYLOR
• Re: masonry infill walls as lateral bracing in a low rise steel framebuilding, Eric Ober

Tue Nov 28 01:18:00 GMT 2000

• Re: masonry infill walls as lateral bracing in a low rise steel frame building, sscholl2
• Links to Architectural and Engineering Discussions, Structuralist
• Welding Code specialists, ShirishM
• RE: masonry infill walls as lateral bracing in a low rise steel f rame building, Rogers, Robert
• Re: Welding Code specialists, Daniel Luna
• Remove, Richard Flower
• RE: Remove, Khosrownia, Ghassem SPK
• RE: FEMA 350 - Bolted Unstiffened End Plate Connection Design, Garner, Robert /SD

Wed Nov 29 09:13:04 GMT 2000

• Posting of Gary Searer SE Pre-meeting Proposal for changes to Rho, Structuralist
• Re: Welding Code specialists, Davis Parsons
• need help with slab, Tomas Matta
• Fwd: Stress Analyst jobs, Rbengrguy
• Re: need help with slab, Michael Bryson
• Re: need help with slab, Hasan Hindawi
• Re: need help with slab, Tomas Matta
• Specialty Precast, Paul Feather
• Re: need help with slab, Michael Bryson
• Specialty Precast, Roger Turk
• Ladders, Michael Zaitz
• Snug-tight HS bolts in end plate connection, Soojin Hur
• RE: Ladders, Garner, Robert /SD
• Only test Message, 장영일

Thu Nov 30 02:09:46 GMT 2000

• Re: need help with slab, Craig Slama
• RE: [AEC-Residential] Posting of Gary Searer SE Pre-meeting Proposal for changes to Rho, Structuralist
• Re: Specialty Precast, Jake Watson
• Re: Specialty Precast, dowo
• RE: Rho paper by Searer, Structuralist
• rapid screening procedures for seismic hazard, Kaspar Peter
• Delaminating glulam valley beam, Peter McCormack
• modeling of elastomeric bearing, Mete BAYKIR
• Re: modeling of elastomeric bearing, Jonathan Mallard
• Re: modeling of elastomeric bearing, Jonathan Mallard
• Re: Delaminating glulam valley beam, Bruce Pooley
• Re: modeling of elastomeric bearing, j.n.sigalas
• Posting digital pictures for peer help with structural problems, Structuralist
• Steel Section Properties, Fariborz Tehrani
• Steel Section Properties, Roger Turk
• please reply to test., 장영일
• RE: please reply to test., Elaine Keane
• Re: Steel Section Properties, Fariborz Tehrani

Fri Dec 01 00:36:23 GMT 2000

• RE: please reply to test., croper
• Re: Posting digital pictures for peer help with structural problems, Sam Chang
• Re: Steel Section Properties, Roger Turk
• Re: please reply to test., M Hariharan/engg
• Re: Posting digital pictures for peer help with structural, Structuralist
• RE: please reply to test., Michael Forte
• RE: please reply to test., Michael Forte
• RE: please reply to test., Steve Momtazzadeh
• Re: please reply to test., Michael Zaitz
• RE: please reply to test., fernando moreu
• RE: please reply to test., MKnight
• DO NOT REPLY TO TEST!, Roger Turk
• RE: please reply to test., Christopher Wright
• Steel Section Properties, Roger Turk
• Arizona Masonry, Paul Feather
• Arizona Masonry, Roger Turk
• Re: Arizona Masonry, Paul Feather
• RE: Arizona Masonry, Lutz, James

Sat Dec 02 14:36:24 GMT 2000

• Fw: Free Engineering Computer Programs, Yoel Gutman

Mon Dec 04 03:16:40 GMT 2000

• Web-based courses at PDHonline.org, Overton Green
• WHAT IS VALUES OF Cd? HELP ME!!!, Y.I.Jang
• Perforated Shearwalls, Structuralist
• Structuralist Portal Now Open, Structuralist
• Structuralist Portal Now Open, Structuralist
• Re: Steel Section Properties, Davis Parsons
• RE: WHAT IS VALUES OF Cd? HELP ME!!!, Lutz, James
• Rush work charges (not a structural issue), Fariborz Tehrani
• RE: Rush work charges (not a structural issue), Lutz, James
• Steel Bar Joists as Bridge Beams, PEC - Lake City
• aluminum design, Alden Manipula
• Re: Rush work charges (not a structural issue), Dan Goodrich
• RE: aluminum design, Friis, Donna
• Wall Studs, Michael Bryson
• Re: aluminum design, Christopher Wright
• Re: Wall Studs, Mike Perakis
• Re: aluminum design, Daniel Luna
• Re: aluminum design, Daniel Luna
• Re: Wall Studs, Jason Kilgore
• RE: aluminum design, David Hall
• Re: Rush work charges (not a structural issue), Neil Moore
• RE: Wall Studs, Charles Espenlaub
• RE: Wall Studs, Michael Bryson

Tue Dec 05 00:10:35 GMT 2000

• Re: Perforated Shearwalls, TARNO COLEMAN
• Re: Alguem fala português ou Espanhol, JUAN TAMASCO TORRES
• Re: Alguem fala português ou Espanhol (Out of Office), JUAN TAMASCO TORRES
• Re: aluminum design, Christopher Wright
• RE: Wall Studs, David Hall
• Re: Steel Bar Joists as Bridge Beams, sscholl2
• Rush work charges (not a structural issu, Roger Turk
• RE: Rush work charges (not a structural issue), Mark Mercer
• UBC CODE INTERPRETATION (ZONE 4), Vinod Sahni
• Re: Rush work charges, Fariborz Tehrani
• RE: Steel Bar Joists as Bridge Beams, Effland, Greg
• RE: Steel Bar Joists as Bridge Beams, Mike Valley
• RE: UBC CODE INTERPRETATION (ZONE 4), Lutz, James
• Re: Rush work charges, Christopher Wright
• RE: Rush work charges, Paul Crocker
• RE: Rush work charges, Christopher Wright
• RE: Wall Studs, Michael Bryson

Wed Dec 06 01:09:17 GMT 2000

• ICBO Numbers, Paul Feather
• Re: Engineered wood for Tall Wall Studs, Mattesons
• RE: [AEC-Residential] Perforated Shearwalls, Structuralist
• Re: Engineered wood for Tall Wall Studs, Laurence B. Oeth
• Re: Engineered wood for Tall Wall Studs, David Hall
• (no subject), MCIORTEA
• Link to Perforated Shearwall Monotonic and Cyclic Research reports, Structuralist
• Bridge Testing in US, Jelena Bleiziffer
• Wind Turbine Foundations, Steven Mallett
• RE: Wind Turbine Foundations, Nicholas Blackburn
• Ref: UBC CODE INTERPRETATION, Vinod Sahni
• RE: ICBO Numbers, Yousefi, Ben
• Re: ICBO Numbers, Samir Ghosn
• Re: (no subject), Paul Feather
• RE: ICBO Numbers, James Allen
• RE: ICBO Numbers, Roger Turk
• RE: ICBO Numbers, Lutz, James
• RE: UBC CODE INTERPRETATION, Sherman, William
• RE: Delaminating glulam valley beam, scottk
• Pile/Pier tie beam interpretation, Bowling, Kevin
• Re: UBC CODE INTERPRETATION, Dan Goodrich
• RE: Pile/Pier tie beam interpretation, Mike Valley
• lead based paint removal, Kent LaRose
• RE: Engineered wood for Tall Wall Studs, Aaron Burkhardt
• Re: lead based paint removal, Michael Zaitz
• RE: lead based paint removal, David I. Ruby, P.E.
• RE: Engineered wood for Tall Wall Studs, Jason Emoto
• FW: !VIRUS ALERT! DO NOT OPEN THE FILE- A great Shockwave flash movie, David Hall
• RE: UBC CODE INTERPRETATION, Cain, William
• Re: UBC CODE INTERPRETATION, Dan Goodrich
• Re: UBC CODE INTERPRETATION (ZONE 4), Nels Roselund

Thu Dec 07 01:13:41 GMT 2000

• Re: Wind Turbine Foundations, h . d . richardson
• Tension Stress Graphs, frp 2000
• Re:Steel Bar Joists as Bridge Beams, Frank Hartzell
• Bad news for homeowners, good news for builders - Is it good news for Engineers?, Structuralist
• Re: Tall wall studs, Timberstrand, and Bozos, Mattesons
• Re: lead based paint removal, r nester
• Re: Tension Stress Graphs, Bill Polhemus
• Unbraced Length of Cantilever, Ricky Leblanc
• RE: Unbraced Length of Cantilever, David I. Ruby, P.E.
• Re: Unbraced Length of Cantilever, Rick . Drake
• Re: Tall wall studs, Timberstrand, and Bozos, Ned Waltz
• Re: Tension Stress Graphs, Jason Emoto
• truss bracing, Mark D. Baker
• RE: truss bracing, Khosrownia, Ghassem SPK
• Re: Tension Stress Graphs, Roger Turk
• Turbine generator foundation, nattamai mohanram
• Re: lead based paint removal, Fariborz Tehrani
• Re: TEST, Greg Smith
• SAP Question!, Wael Shabana
• Re: TEST, Christopher Wright
• RE: SAP Question!, Lutz, James
• RE: [AEC-Residential] Perforated Shearwalls - Response to Jay Crandell's Comments, Structuralist

Fri Dec 08 01:35:02 GMT 2000

• REF: UBC CODE INTERPRETATION, Vinod Sahni
• Re: Turbine generator foundation, M.Nadkarni
• Re: Tension Stress Graphs, Juan C. Gray
• Re: Unbraced Length of Cantilever, M Hariharan/engg
• copyright, Mark Baker
• RE: copyright, David Hall
• Re: copyright, sscholl2
• RE: copyright, Mark Gilligan
• Re: Tension Stress Graphs, frp 2000
• RE: Unbraced Length of Cantilever, David I. Ruby, P.E.
• RE: copyright, David Fisher
• RE: copyright, Ray Pixley
• Re: copyright, hans boge
• copyright, Roger Turk
• RE: copyright, Charlie Carter
• RE: SAP Question!, Khosrownia, Ghassem SPK
• calling out dry packing, Khosrownia, Ghassem SPK
• RE: truss bracing, Charlie Carter
• RE: copyright, Christopher Wright
• RE: truss bracing, Stanley_P_Johnson
• Re: copyright, Charley Hamilton
• RE: truss bracing -- addendum, Charlie Carter
• RE: Bad news for homeowners, good news for builders - Is it good news for Engineers?, sharonb
• Re: copyright, Charley Hamilton
• RE: Unbraced Length of Cantilever, Effland, Greg
• Re: copyright, Christopher Wright
• Vertical Shafts, Stanley_P_Johnson
• Re: copyright, Greg Smith
• TEST, SDGSE
• Re: Turbine generator foundation, John MacLean
• Re: copyright, Charley Hamilton
• Steel column flange damage repair, SDGSE
• Design Loads For China, Argue and Associates
• Intellectual Property Security WAS:copyright, Jones, Mark A (Battle Creek)
• Fwd: Re: Tall wall studs, Timberstrand, and Bozos, Ned Waltz
• Drilled Piers, Jason Kilgore
• RE: UBC CODE INTERPRETATION, Sherman, William
• Re: copyright, Mark D. Baker
• Re: truss bracing, Mark D. Baker
• Re: copyright, Christopher Wright
• RE: Drilled Piers, Garner, Robert /SD
• RE: Truss bracing, Curt LaCount
• RE: Steel column flange damage repair, David I. Ruby, P.E.
• Re: Steel column flange damage repair, Daniel Luna
• Re: Vertical Shafts, Edward Arrington
• Re: Design Loads For China, chuanming zhang
• RE: Steel column flange damage repair, Charlie Carter

Sat Dec 09 02:40:53 GMT 2000

• Re: Drilled Piers, sscholl2
• Re: Drilled Piers, Craig Slama
• Re: Drilled Piers, Scott Maxwell
• Re: copyright, Scott Maxwell
• Re: Truss bracing, Mark Baker
• Re: Drilled Piers, Mark Baker
• Re: Drilled Piers, Chris Lillback
• Re: Drilled Piers, John Riley
• RE: Steel column flange damage repair, David I. Ruby, P.E.
• RE: Truss bracing, Joseph R. Grill, PE
• Re: Drilled Piers, Jake Watson
• Re: Drilled Piers, Roger Turk
• Re: Drilled Piers, Laura Watson
• Re: Design Loads For China, yaming chen

Sun Dec 10 17:09:44 GMT 2000

• Re: Steel column flange damage repair, Paul Ransom
• Re: TEST, Laurence B. Oeth
• Re: copyright, Laurence B. Oeth
• RE: Steel column flange damage repair, David I. Ruby, P.E.
• Re: Steel column flange damage repair, Roger Turk
• RE: Steel column flange damage repair, David I. Ruby, P.E.
• floor thickness, marcelo sanchez

Mon Dec 11 00:11:05 GMT 2000

• Re: TEST, Christopher Wright
• Re: Truss bracing, Stanley_P_Johnson
• Re;Truss barcing, Curt LaCount
• Vibro-replacement/stone column, Dan Goodrich
• AISC Seismic Provisions, Khosrownia, Ghassem SPK
• RE: AISC Seismic Provisions, Sherman, William
• RE: AISC Seismic Provisions, Khosrownia, Ghassem SPK
• Which way is up? (North arrows), Sherman, William
• North On Drawings, E.B.Davison, P.Eng.
• LOOKING FOR A BOOK, Francisco Diego
• RE: Which way is up? (North arrows), Cain, William
• RE: Which way is up? (North arrows), Paul Crocker
• Re: Which way is up? (North arrows), Jonathan Mallard
• RE: Which way is up? (North arrows), sharonb
• Mill tests, Jason Kilgore
• RE: AISC Seismic Provisions, Charlie Carter
• RE: Mill tests, Jones, Mark A (Battle Creek)
• Re: Mill tests, Jason Kilgore
• Re: Vibro-replacement/stone column, Michael Bryson
• RE: Mill tests, Charlie Carter
• RE: Mill tests, Heath Mitchell
• RE: Mill tests, Charlie Carter
• RE: LOOKING FOR A BOOK, Jones, Mark A (Battle Creek)
• Re: North On Drawings, Roy Sharif M. Sison
• RE: lead based paint removal, Fieberling, Eric
• Drilled Piers, Hartzell, Frank
• Floor Plate Thicknesses??, John MacLean
• RE: Floor Plate Thicknesses??, sharonb

Tue Dec 12 02:18:29 GMT 2000

• Re: Mill tests (handrails), Rick Burch
• Re: Floor Plate Thicknesses??, John MacLean
• Re: Steel column flange damage repair, Paul Ransom
• Re: Vibro-replacement/stone column, Jake Watson
• Re: Rush work charges (not a structural issue), L. Thomas Bayne
• Dapped End Double Tee Stem, Matthew Stuart
• RE: Mill tests, Sherman, William
• RE: Steel column flange damage repair, Charlie Carter
• Re: Mill tests, Les Rhinehart
• Re: Mill tests, Jason Kilgore
• Re: Mill tests, Jason Kilgore
• RE: Which way is up? (North arrows), Stanley_P_Johnson
• RE: Mill tests, Jones, Mark A (Battle Creek)
• RE: Which way is up? (North arrows), Garner, Robert /SD
• RE: Mill tests, Paul Crocker
• Re: Handrail, Jim Kestner
• RE: Handrail, Charles Espenlaub
• FW: Mill tests - handrail and post criteria, Scott, William N.
• RE: Mill tests - handrail and post criteria, Scott, William N.
• Re: Mill tests, Roger Turk
• P-Delta analysis, Khosrownia, Ghassem SPK
• RE: handrail and post criteria, Sherman, William
• RE: please reply to test., Liao, Zongsu
• RE: please reply to test., Ampuero, Jhon
• RE: Question on SAP2K, T. Eric Gillham PE
• Re: Handrail, Jim Kestner

Wed Dec 13 00:59:44 GMT 2000

• RE: handrail and post criteria, Scott, William N.
• [no subject], xiang xu
• looking for help, xiang xu
• BS5950-Pt1 Sect 4.4.4.2a Thin web Plate Girders, Pat Torey
• Re: Drilled Piers, Jake Watson
• PPE Exam, Jake Watson
• Re: LOOKING FOR A BOOK, James Hannah
• Re: Steel column flange damage repair, Oshin Tosounian
• RE: please reply to test., Michael Forte
• Troll [Was: please reply to test], Christopher Wright
• Innovative Vertical Deflection Solution, Overton Green
• RE: Steel column flange damage repair, David I. Ruby, P.E.
• Re: PPE Exam, Jason Kilgore
• RE: BS5950-Pt1 Sect 4.4.4.2a Thin web Plate Girders, Bob Lea
• Internet Provider, EDLStruct
• RE: PPE Exam, Hyndman, Keith
• ACI Manual of Standard Practice, W. Gray Hodge
• RE: PPE Exam, Paul Crocker
• RE: PPE Exam, Paul Crocker
• Apartment Building Collapse, Paul Feather
• RE: LOOKING FOR A BOOK, Francisco Diego
• Re: ACI Manual of Standard Practice, Jim Kestner
• Apartment Building Collapse, Roger Turk
• Re: ACI Manual of Standard Practice, Glenn W. Strong
• Re: Internet Provider, Bill Polhemus
• RE: Internet Provider, David Fisher
• Re: Internet Provider, Christopher Wright
• RE: Apartment Building Collapse, Mike Murphy
• building permits, scottk
• RE: Apartment Building Collapse, Kirk Hodge
• Re: Apartment Building Collapse, Paul Feather
• RE: Apartment Building Collapse, Cain, William
• Re: Looking for a Book, John MacLean
• Re: ACI Manual of Standard Practice, frp 2000
• RE: Apartment Building Collapse, Samir Ghosn
• RE:about repairing rc strustures by using steel.., burak sari
• Re: Apartment Building Collapse, Nels Roselund
• Re: Apartment Building Collapse, Paul Feather

Thu Dec 14 00:18:14 GMT 2000

• Re: Apartment Building Collapse, Craig Slama
• Re: Apartment Building Collapse, Paul Feather
• RE:about repairing rc strustures by using steel.., Clara P. Lau
• Re: Apartment Building Collapse, JCohen
• RE: Apartment Building Collapse, Christopher Wright
• RE: Apartment Building Collapse, Scott, William N.
• Re: Apartment Building Collapse, sscholl2
• RE: Apartment Building Collapse, Christopher Wright
• RE: Apartment Building Collapse, Scott Maxwell
• re: P-delta effects, Ron O. Hamburger
• Seismic design of flatplates, Einar Einarsson
• [no subject], xiang xu
• looking for job, xiang xu
• RE: Apartment Building Collapse, Christopher Wright
• definition, Alden Manipula
• Anchor Bolts Design, Arturo Rios
• FEMA Prestandards, CENK_AKSOYLAR
• Bent Bolts or Threaded Round Stock, David P. Evangelista, PE
• "Read Only" AutoCad files, David P. Evangelista, PE
• RE: FEMA Prestandards, Khosrownia, Ghassem SPK
• Re: "Read Only" AutoCad files, Christopher Wright
• Re: "Read Only" AutoCad files, Gerard Madden
• RE: FEMA Prestandards, Bob Shaw
• Roof Collapse in Ontario, javed afsar
• RE: "Read Only" AutoCad files, David Carr
• Re: RE:about repairing rc strustures by using steel.., Nels Roselund
• Re: Bent Bolts or Threaded Round Stock, Nels Roselund
• Re: "Read Only" AutoCad files, merrick group
• AISC seismic provisions, gmghaly
• RE: AISC seismic provisions, Khosrownia, Ghassem SPK
• masonry infill walls as lateral bracing, Michael Hemstad
• Re: AISC seismic provisions, mail.osassoc.com
• Re: "Read Only" AutoCad files, Bill Polhemus
• Win2K Book, Joseph Harouni
• Re: Seismic design of flatplates, Jason Emoto
• Re: FEMA Prestandards, Javier Encinas
• Re: "Read Only" AutoCad files, Scott Maxwell
• Dynamic drift calculations (1998 CBC/1997 UBC), Harper, Mark
• RE: Apartment Building Collapse, Scott Maxwell
• FW: definition, T. Eric Gillham PE
• Re: FEMA Prestandards, Peter Lam
• RE: Anchor Bolts Design, Charlie Carter
• Re: definition, Alden Manipula
• Re: FEMA Prestandards, frp 2000
• Re: definition, Roger Turk

Fri Dec 15 00:06:42 GMT 2000

• FW: definition, T. Eric Gillham PE
• Re: Apartment Building Collapse, h . d . richardson
• RE: AISC seismic provisions, Charlie Carter
• RE: Bent Bolts or Threaded Round Stock, Charlie Carter
• Floor plate question, Rick Burch
• Re: BS5950-Pt1 Sect 4.4.4.2a Thin web Plate Girders, NWB
• Re: Apartment Building Collapse, Christopher Wright
• Wind, Snow & Seismic Loads, Benjamin Baer
• Hoan Bridge Failure - Milwaukee, Roland Bokma
• Re: "Read Only" AutoCad files, Jake Watson
• Re: Dynamic drift calculations (1998 CBC/1997 UBC), Jake Watson
• RE: Seismic design of flatplates, Paul Crocker
• Concrete Cracks., npitera
• RE: Dynamic drift calculations (1998 CBC/1997 UBC), croper
• Re: about repairing rc strustures by using steel.., sscholl2
• Re: building permits, sscholl2
• RE: Dynamic drift calculations (1998 CBC/1997 UBC), Jason Emoto
• RE: Dynamic drift calculations (1998 CBC/1997 UBC), Mike Valley
• Re: Dynamic drift calculations (1998 CBC/1997 UBC), Paul Feather
• Re: Dynamic drift calculations (1998 CBC/1997 UBC), Jason Emoto
• RE: Seismic design of flatplates, Eric Lehmkuhl
• Salary, Dan Goodrich

Sat Dec 16 00:21:30 GMT 2000

• RE: Salary, Mark Pemberton
• Re: Salary, sscholl2
• RE: Concrete Cracks., Dave Adams
• Perforated Shearwall Discussion Forum, Structuralist
• Professional Networking, Structuralist
• RE: Salary, David Fisher
• Bridge Testing in US, Jelena Bleiziffer
• Bridge Testing in US, Roger Turk
• AISC Punched Holes, Tom . Hunt

Sun Dec 17 02:23:16 GMT 2000

• FW: [AEC-Residential] BEWARE: Virus, David Hall
• Free Virus Protection, Structuralist
• Free Software Utilities on the Structuralist.net, Structuralist

Mon Dec 18 00:28:52 GMT 2000

• Seismic Bracing for Pipe Risers -- 1965, Drew A. Norman, SE
• Re: Salary, Jason Kilgore
• RE: Concrete Cracks., npitera
• RE: Salary, sharonb
• Orange county Salary, Adriano Teixeira
• Re: Bridge Testing in US, Edward Arrington
• Salary, desi . kiss
• RE: Bridge Testing in US, Dinmore, Gary
• RE: Orange county Salary, sharonb
• Re: Bridge Testing in US, Calvin Chang
• RE: Seismic design of flatplates, Einar Einarsson
• Re: "Read Only" AutoCad files, Peeran S
• Re: "Read Only" AutoCad files, Gerard Madden
• Re: "Read Only" AutoCad files, Peeran S
• LRFD and the "Special Seismic Load Combos", Dave Adams
• Re: "Read Only" AutoCad files, Gerard Madden
• "Conversion of Raster image to vectors for autocad??", Peeran S
• Re: "Read Only" AutoCad files, Peeran S
• Re: LRFD and the "Special Seismic Load Combos", Gerard Madden
• Re: "Read Only" AutoCad files, Gerard Madden
• Re: "Read Only" AutoCad files, Scott Maxwell
• Re: "Read Only" AutoCad files, Gerard Madden
• Re: "Read Only" AutoCad files, Christopher Wright
• RE: Seismic Bracing for Pipe Risers -- 1965, Rogers, Robert
• FEMA NEHRP Program Vacancy Announcement, Sheckler, Tim
• RE: Concrete Cracks., Silva John (sj)
• Re: Seismic Bracing for Pipe Risers -- 1965, Drew A. Norman, SE

Tue Dec 19 00:26:30 GMT 2000

• Re: "Read Only" AutoCad files, Monty Hart
• I need property calculator, Y.I.Jang
• test again, Y.I.Jang
• re:bridge testing in us/, j.n.sigalas
• Erupt mexican vulcano near to Mexico City., Eber Ramirez
• Re: "Read Only" AutoCad files, Stanley_P_Johnson
• Re: bridge testing in us/, j.n.sigalas
• Re: masonry infill walls as lateral bracing in a low rise steel framebuilding, David Chang
• Re: "Read Only" AutoCad files, Peeran S
• Re: I need property calculator, Abe Knapp
• Re: "Read Only" AutoCad files, James Inch
• Engineering service, Tin Dinh
• Attachment to existing water tower, James Lane, P.E.
• Re: Engineering service, Paul Feather
• Re: Engineering service, Dan Goodrich
• Weld Fractures, Robert Rollo
• FW: Seismic design of flatplates, T. Eric Gillham PE

Wed Dec 20 00:16:37 GMT 2000

• Re: Attachment to existing water tower, Craig Slama
• Re: Weld Fractures, Davis Parsons
• Re: Engineering service, Chris Lillback
• Re: Engineering service, Drew A. Norman, SE
• Re: Bridge Testing in US, Calvin Chang
• Re: I need property calculator, Bill Polhemus
• Season Greetings from SEAINT, Shafat Qazi
• December 20, 2000 Structuralist.Net, Structuralist
• RE: Attachment to existing water tower, Hyndman, Keith
• RE: Attachment to existing water tower, Hyndman, Keith
• RE: masonry infill walls( hey David Chang), Hyndman, Keith
• Re: Weld Fractures, Bill Polhemus
• Re: I need property calculator, Peter McCormack
• Weld Fractures (refrain), Robert Rollo
• Seismic Load on Residence, Argue and Associates
• Re: masonry infill walls( hey David Chang), Nels Roselund
• RE: Weld Fractures (refrain), Sprague, Harold O.
• Re: Engineering service, Jeff Coronado
• Links for NCSEA Program, Benjamin Baer
• Re: Weld Fractures (refrain), Bill Polhemus
• RE: Engineering service, Lutz, James
• RE: Seismic design of flatplates, Einar Einarsson
• RE: Seismic & Wind zones in Mexico, George Richards, P.E.
• RE: masonry infill walls( hey David Chang), Scott Maxwell
• RE: Weld Fractures (refrain), Sprague, Harold O.
• "Crack" the CMOS System password??, Peeran S
• Re: "Crack" the CMOS System password??, Peter McCormack
• RE: Seismic & Wind zones in Mexico, Tom . Hunt
• SCBF question, Mark Pemberton
• Re: "Crack" the CMOS System password??, Les Rhinehart
• RE: SCBF question, Charlie Carter
• "Crack" the CMOS System password??, Roger Turk
• Re: Seismic Load on Residence, Nels Roselund
• Re: "Crack" the CMOS System password??, Les Rhinehart
• Re: Seismic & Wind zones in Mexico, Paul Feather
• Re: "Read Only" AutoCad files, Sam Chang
• RE: FEMA NEHRP Program Vacancy Announcement, Sid Danandeh
• Re: "Crack" the CMOS System password??, Roger Turk
• LOOKING FOR AN E-MAIL, Francisco Diego

Thu Dec 21 00:46:02 GMT 2000

• RE: LOOKING FOR AN E-MAIL, George Richards, P.E.
• Re: "Crack" the CMOS System password??, Les Rhinehart
• Re: Engineering service, sscholl2
• Re: [RE: Seismic & Wind zones in Mexico], carlos arce leon
• FW: "Crack" the CMOS System password??, Gunnar Hafsteinn Isleifsson
• Re: "Crack" the CMOS System password??, Roger Turk
• Re: Bridge Testing in US, Juan C. Gray
• Re: SCBF question, Mlcse
• Re: "Crack" the CMOS System password??, Peeran S
• Re: Engineering service, S. A. Masroor
• ASCE7-98 Wind Loads for Cladding, Jones, Mark A (Battle Creek)
• Re: ASCE7-98 Wind Loads for Cladding, Bill Polhemus
• RE: SCBF question, Mark Pemberton
• Re: LOOKING FOR AN E-MAIL, h . d . richardson
• Re: ASCE7-98 Wind Loads for Cladding, Rick Burch
• QUERY: Updated AASHTO Standard Specification for Structural Supports for Signs (etc.), Bill Polhemus
• Re: "Conversion of Raster image to vectors for autocad??", Arvind Salecha
• Coordinate Geometry Software, Lutz, James
• Compressive Strength of Mortar, Dan Goodrich
• Specifying Glulam Combinations, Bruce Pooley
• QUERY: Updated AASHTO Standard Specifica, Roger Turk
• Re: Specifying Glulam Combinations, Dan Goodrich
• RE: Specifying Glulam Combinations, Scott Bernard
• RE: Specifying Glulam Combinations, Peter McCormack
• RE: QUERY: Updated AASHTO Standard Specification for Structural S upports for Signs (etc.), Fish, Bob
• Re: Specifying Glulam Combinations, Randy Vogelgesang
• RE: Specifying Glulam Combinations, Roger Davis
• Masonry Fence, Larry Hauer

Fri Dec 22 00:09:11 GMT 2000

• Re: Masonry Fence, Rick . Drake
• Wide Bridges - Longitudinal Joint, Larry Sandhaas
• Re: Specifying Glulam Combinations, Drew Morris
• Re: "Conversion of Raster image to vectors for autocad??", Peeran S
• QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, Bill Polhemus
• RE: QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, jwhitty
• Re: Masonry Fence, Larry Hauer
• Christmas, Nicholas Blackburn
• Re: QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, Fariborz Tehrani
• Composite Design Selection Tables stop at W12x30?, Hyndman, Keith
• FW: SCBF question, Mark Pemberton
• FW: SCBF question, Mark Pemberton
• ""Is there any option to print the directory structure""??, Peeran S
• Re: ""Is there any option to print the directory structure""??, Bruce Pooley
• ""Is there any option to print the directory structure""??, Tom . Hunt
• SOFTWARE HELP, Francisco Diego
• RE: Composite Design Selection Tables stop at W12x30?, Dinmore, Gary
• QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, merrick group
• ""Is there any option to print the direc, Roger Turk
• Re: ""Is there any option to print the direc, Greg Smith
• RE: Christmas, Vlad
• Re: QUERY: Do You Use Adobe Acrobat To Create CalculationDocuments?, barry2

Sat Dec 23 01:48:51 GMT 2000

• Re: Christmas, Bill Polhemus
• Have a Nice Christmas, camil canura
• Re: Christmas, rsms
• RE: Christmas, Vlad
• Merry Christmas, RainCat1
• Re: Merry Christmas, cmendoza

Sun Dec 24 01:25:02 GMT 2000

• Re: Coordinate Geometry Software, Patrick Rodgers
• Santa Claus seen by an engineer, Javier Encinas
• Re: Santa Claus seen by an engineer, frp 2000

Mon Dec 25 10:27:12 GMT 2000

• Re: Merry Christmas, MIR MAHBOOB HUSSAIN
• Re: Merry Christmas, MIR MAHBOOB HUSSAIN
• Do not open the previous email attachment: Re: Merry Christmas, Vaughan James
• VIRUS FROM MIR MAHBOOB HUSSAIN, Bob Shaw
• EID MUBARAK!!!!, Peeran S
• Re: VIRUS FROM MIR MAHBOOB HUSSAIN, Peeran S
• Re: Have a Nice Christmas, Daniel Singgih Rusdy
• Re: Merry Christmas, Daniel Singgih Rusdy

Tue Dec 26 06:25:30 GMT 2000

• Eid Mubarak, S. A. Masroor
• [no subject], MIR MAHBOOB HUSSAIN
• Virus sent on Dec 25, Williston L. Warren, IV - S.E.
• virus allert, Bogdan
• Structural Observation, Tom . Hunt
• RE: Structural Observation, croper

Wed Dec 27 05:42:31 GMT 2000

• Re: Structural Observation, sscholl2
• Re: Eid Mubarak, M.S. Genidy
• RE: ""Is there any option to print the directory structure""??, Truckenbrod, Jason
• QUERY: Methods for Nondestructive Examination of Concrete Column, Bill Polhemus
• RE: QUERY: Methods for Nondestructive Examination of Concrete Column, David Fisher
• RE: Composite Design Selection Tables stop at W12x30?, Charlie Carter
• RE: Composite Design Selection Tables stop at W12x30?, Mark Pemberton

Thu Dec 28 02:07:32 GMT 2000

• Re: Compressive Strength of Mortar, Nels Roselund
• Ledger, John Riley
• Re: Ledger, SDGSE
• Concrete Pipe, Vinod Sahni
• Re: Ledger, sscholl2
• Re:Compressive Strength of Mortar, Nels Roselund
• Comprehensive Testing vs Usual Testing, A.S. Moghadam
• Re: Concrete Pipe, Edward Arrington
• RE: Concrete Pipe, Lutz, James
• Design of Top Plates, Speck, Todd M
• Re: Design of Top Plates, Nels Roselund
• RE: Design of Top Plates, Oshin Tosounian
• RE: Design of Top Plates, Mark Trimble
• RE: Design of Top Plates, Simon Solorio
• RE: Design of Top Plates, Speck, Todd M
• Re: Design of Top Plates, Dan Goodrich
• RE: Design of Top Plates, Speck, Todd M
• bridge crane runway beams, Michael Hemstad
• RE: Design of Top Plates, Ed . Haninger
• RE: bridge crane runway beams, Sherman, William
• Re: Design of Top Plates, Chris TSE
• RE: Ledger, Paul Crocker
• Videos of Hoan Bridge Demolition, Caldwell, Stan
• Re: Videos of Hoan Bridge Demolition, c2
• RE: bridge crane runway beams, David I. Ruby, P.E.
• curve steel beams, Francisco Duarte

Fri Dec 29 03:20:27 GMT 2000

• Re: curve steel beams, sscholl2
• Re: Design of Top Plates, Jeff Coronado
• RE: curve steel beams, Francisco Duarte
• RE: curve steel beams, Alfonso S Quilala
• repairing rc structures...., burak sari
• Diaphragm Design Values for plywood over light gauge rafters., Rodriguez, Marlou
• RE: Design of Top Plates, Structuralist
• RE: Design of Top Plates, Mark Pemberton

Sat Dec 30 02:40:34 GMT 2000

• Re: Stair Ledger, Mattesons
• Re: Stair Ledger, Nels Roselund
• Elliptical Culvert Bridge, Tilly, Ken
• Re: Elliptical Culvert Bridge, sscholl2
• Trusses at 24" bearing on studs at 16", Mattesons
• Re: Elliptical Culvert Bridge, Bill Polhemus
• Re: Elliptical Culvert Bridge, PEC - Lake City
• SEAOSD January Newsletter, Mark E. Deardorff
• RE: Design of Top Plates, Structuralist
• Concrete forms for Houses, David Finley
• test please disregard, Structuralist

Sun Dec 31 06:00:09 GMT 2000

• RE: Elliptical Culvert Bridge, Tilly, Ken
• REF: Concrete Pipe, Nevin Sam
• Re: Concrete forms for Houses, Domenic DeAngelo
• RE: Merry Christmas, Atenogenes Beleño Perez

Mon Jan 01 04:29:52 GMT 2001

• Can not send messages to seaint via AOL, victor lee

---

Mail converted by MHonArc