SEAINT Mail Archive 2000 (Oct-Dec)
Civil and Structural Engineering discussions by thread
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Messages: 1896
- <Possible follow-ups>
- Re: Proposed Standard of Care "again", Christopher Wright
- RE: Proposed Standard of Care "again",
Sherman, William
- RE: Proposed Standard of Care "again", Samir Ghosn
- RE: Proposed Standard of Care "again", Paul Crocker
- RE: Proposed Standard of Care "again", Sherman, William
- <Possible follow-ups>
- Re: Code violations, GEOHAK
- Fwd: Code violations, GEOHAK
- RE: I need seismic isolation information, Silvestre Berso
- <Possible follow-ups>
- Re: I need seismic isolation information, Edward Arrington
- Re: Light Gauge Steel - Full-Compliance Design,
Lynn H
- RE: Light Gauge Steel - Full-Compliance Design, David Bejan Tehranchi
- <Possible follow-ups>
- Re: Light Gauge Steel - Full-Compliance Design, Dennis S. Wish
- Re: Light Gauge Steel - Full-Compliance Design, julio . guerra
- RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
- RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
- RE: Light Gauge Steel - Full-Compliance Design, Fariborz Tehrani
- RE: Light Gauge Steel - Full-Compliance Design,
Dennis S. Wish
- RE: Light Gauge Steel - Full-Compliance Design, Michael Bryson
- Re: Light Gauge Steel - Full-Compliance Design, Mark Baker
- RE: Light Gauge Steel - Full-Compliance Design, Sid Danandeh
- <Possible follow-ups>
- Re: Active tuned mass dampers, Fountain Conner
- <Possible follow-ups>
- Wind Loading on Existing Structures, T. Eric Gillham PE
- <Possible follow-ups>
- RE: Axial load on stair stringers?, Sprague, Harold O.
- RE: Axial load on stair stringers?, Canitz, Charles F NAB02
- <Possible follow-ups>
- RE: Reinforcing for a Metal Building System Slab-on-Grade, Gary Johnson
- RE: Reinforcing for a Metal Building System Slab-on-Grade, Sprague, Harold O.
- <Possible follow-ups>
- RE: free internet access, Roger Turk
- <Possible follow-ups>
- Fwd: Code violations continues, GEOHAK
- <Possible follow-ups>
- RE: NCSEA Press Release,
Paul Crocker
- RE: NCSEA Press Release, Scott E Maxwell
- RE: I-code errata posted on website, Mike Valley
- Re: static loads, Michael Bryson
- Re: static loads, Jeff Coronado
- RE: static loads,
oswaldo aiffil
- Re: static loads, Tomás Matta
- 10" Concrete Col.,
David Bejan Tehranchi
- RE: 10" Concrete Col., Roger Davis
- Chain Link Fence DL,
Brent Koch
- Re: Chain Link Fence DL, Bob Kazanjy
- <Possible follow-ups>
- RE: Certification of Structural Engineers,
Dennis S. Wish
- RE: Certification of Structural Engineers, Peter McCormack
- RE: Certification of Structural Engineers, Samir Ghosn
- Message not available
- Re: Certification of Structural Engineers, Jeff Coronado
- RE: Certification of Structural Engineers, Scott E Maxwell
- Re: Certification of Structural Engineers, Michael Zaitz
- RE: Certification of Structural Engineers, Scott E Maxwell
- Re: RE: Certification of Structural Engineers, Wael Shabana
- Re: RE: Certification of Structural Engineers, Scott E. Maxwell, PE, SE
- RE: Certification of Structural Engineers,
Scott E. Maxwell, PE, SE
- RE: Certification of Structural Engineers, Peter McCormack
- RE: Relocating a Steel Tank, David Bejan Tehranchi
- <Possible follow-ups>
- Re: Relocating a Steel Tank, Christopher Wright
- Re: Relocating a Steel Tank, sscholl2
- Re: Reinforcing for a Metal Building Slab...(Harold), Michael Zaitz
- Re: Software MATLAB,
Peter McCormack
- Re: Software MATLAB, Charley Hamilton
- <Possible follow-ups>
- Re: Software MATLAB, Fariborz Tehrani
- Software MATLAB, dmorrow
- Re: Alguem fala português ou Espanhol, JUAN TAMASCO TORRES
- Re: Greetings!, Scott E Maxwell
- Re: Greetings!, Bill Polhemus
- RE: Greetings!, jwhitty
- Re: Greetings!, Peter McCormack
- RE: Greetings!, Lorena Young
- <Possible follow-ups>
- RE: Greetings!,
Connor, John A NWK
- Re: Greetings!, NWB
- RE: Greetings!, Caldwell, Stan
- RE: Greetings!, Khosrownia, Ghassem SPK
- RE: Greetings!, Khosrownia, Ghassem SPK
- RE: Greetings!, Caldwell, Stan
- RE: Greetings!, Sherman, William
- Re: Greetings!, asisclo villafuerte
- Re: hole in steel web,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: hole in steel web, Roger Davis
- Re: hole in steel web, Scott E Maxwell
- Re: hole in steel web, Javier Encinas
- <Possible follow-ups>
- RE: hole in steel web,
Acie Chance
- Re: hole in steel web, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: hole in steel web, Khosrownia, Ghassem SPK
- RE: hole in steel web, Rodriguez, Marlou
- RE: hole in steel web, Dave Adams
- RE: hole in steel web, Sherman, William
- Re: Floor and Bridge deck vibrations, Scott E Maxwell
- <Possible follow-ups>
- RE: Floor and Bridge deck vibrations,
Fredericks, Douglas/SAC
- Re: Floor and Bridge deck vibrations, Raghu S. Pendyala
- Re: Alguem fala português ou Espanhol, JUAN TAMASCO TORRES
- <Possible follow-ups>
- RE: STAAD, Caldwell, Stan
- RE: STAAD, Mohamed Aly
- RE: STAAD, Khosrownia, Ghassem SPK
- RE: STAAD,
Arvind K. Bisarya
- Re: STAAD, Bill Polhemus
- RE: STAAD, Robert Rollo
- re: RE: STAAD,
nicolas
- Re: STAAD, Bill Polhemus
- Re: RE: STAAD, arman s rivera
- STAAD, arman s rivera
- Re: STAAD, Arvind K. Bisarya
- RE: STAAD, Mark Gilligan
- re: STAAD, Arvind K. Bisarya
- Re: STAAD, hinkle j pinkle
- STAAD, E.B.Davison, P.Eng.
- RE: STAAD,
Ed Greig
- Re: STAAD, Bill Polhemus
- Re: STAAD, Keith Fix
- <Possible follow-ups>
- Re: Steel joist designation,
Roger Turk
- Re: Steel joist designation, Domenic DeAngelo
- Re: Steel joist designation,
Roger Turk
- Re: Steel joist designation, Domenic DeAngelo
- Re: Steel joist designation,
Roger Turk
- Re: Steel joist designation, Domenic DeAngelo
- Re: Bridge Analysis & STAAD III, Bill Polhemus
- <Possible follow-ups>
- RE: Concrete slump, Juderick Pascual
- RE: Concrete slump, Sprague, Harold O.
- RE: Concrete slump, Paul_Reilly
- RE: Concrete slump, Rodriguez, Marlou
- RE: Concrete slump, Sprague, Harold O.
- Concrete slump, Casano, Karen
- RE: Concrete slump, Lutz, James
- RE: Concrete slump, Sherman, William
- Re: Blast Resistant Design, Scott E Maxwell
- Re: Blast Resistant Design, Domenic DeAngelo
- <Possible follow-ups>
- RE: Blast Resistant Design, Sprague, Harold O.
- RE: hr @ EQ.32-2 of UBC97, Section 1632, Bill Allen
- <Possible follow-ups>
- RE: hr @ EQ.32-2 of UBC97, Section 1632, Sherman, William
- RE: hr @ EQ.32-2 of UBC97, Section 1632,
James Lin
- RE: hr @ EQ.32-2 of UBC97, Section 1632, Bill Allen
- <Possible follow-ups>
- 10" Concrete Col., Roger Turk
- RE: 10" Concrete Col., Sherman, William
- RE: staad pro 2000,
John E. Alcaras PE(Civil)
- Re: staad pro 2000,
Allan Yango
- RE: staad pro 2000, John E. Alcaras PE(Civil)
- Re: staad pro 2000,
Allan Yango
- <Possible follow-ups>
- Re: RE: staad pro 2000, arman s rivera
- Re: comm towers and staad pro, Bill Polhemus
- Re: comm towers and staad pro, Peter McCormack
- <Possible follow-ups>
- RE: comm towers and staad pro,
Brian McDonald
- RE: comm towers and staad pro, Peter McCormack
- Re: staad modeling, Roy Sharif M. Sison
- RE: modulus of sugrade reaction, John E. Alcaras PE(Civil)
- <Possible follow-ups>
- Re: Destructive and Non-Destructive Testing for Wood,
sscholl2
- Re: Destructive and Non-Destructive Testing for Wood,
Bill Polhemus
- Re: Destructive and Non-Destructive Testing for Wood, James Adams
- Re: Destructive and Non-Destructive Testing for Wood, John Riley
- Re: Destructive and Non-Destructive Testing for Wood,
Bill Polhemus
- Fw: Destructive and Non-Destructive Testing for Wood, Bruce Pooley
- Re: Destructive and Non-Destructive Testing for Wood, sscholl2
- RE: Destructive and Non-Destructive Testing for Wood, Sprague, Harold O.
- <Possible follow-ups>
- Re: ansi/asce 10, Jonathan G. Sevilla, CE
- RE: modulus of subgrade reaction, John E. Alcaras PE(Civil)
- <Possible follow-ups>
- Re: modulus of subgrade reaction, Jonathan G. Sevilla, CE
- <Possible follow-ups>
- RE: New STAAD Users Forum, Mohamed Aly
- RE: staad pro 2000, modulus of subgrade reaction, etc., jwhitty
- <Possible follow-ups>
- 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: staad pro 2000, modulus of subgrade reaction, etc., Rogers, Robert
- <Possible follow-ups>
- RE: Short anchor bolt projection, Sprague, Harold O.
- Re: Short anchor bolt projection, c2
- RE: Short anchor bolt projection, Sprague, Harold O.
- RE: Short anchor bolt projection, Sherman, William
- RE: Short anchor bolt projection,
Mohamed Aly
- A Poem For Mohamed, Bill Polhemus
- Re: Short anchor bolt projection, c2
- RE: Short anchor bolt projection, Sherman, William
- RE: Short anchor bolt projection, Sherman, William
- RE: Short anchor bolt projection, Sprague, Harold O.
- Re: Short anchor bolt projection, c2
- RE: Short anchor bolt projection, John MacLean
- Re: Engineers using NAFTA Labor, Samir Ghosn
- <Possible follow-ups>
- RE: Engineers using NAFTA Labor, Scott, William N.
- RE: Engineers using NAFTA Labor, Scott, William N.
- RE: Engineers using NAFTA Labor, Martin W. Johnson
- RE: Engineers using NAFTA Labor, Paul Crocker
- RE: Engineers using NAFTA Labor, Rodriguez, Marlou
- Re: Engineers using NAFTA Labor, Dennis S. Wish
- Re: Engineers using NAFTA Labor,
Syed A Masroor
- Engineers using NAFTA Labor, John Riley
- <Possible follow-ups>
- Re: Fault Maps, Rlfong
- RE: Fault Maps, Rodriguez, Marlou
- <Possible follow-ups>
- Re: Reports for Steel Braced frame reinforcing Concrete Building, Gabriel Acero
- Re: UBC Section 2213.51,
Jeff Coronado
- Re: UBC Section 2213.51,
Mark D. Baker
- Re: UBC Section 2213.51, Jeff Coronado
- Re: UBC Section 2213.51, Mark D. Baker
- Re: UBC Section 2213.51,
Mark D. Baker
- Re: NAFTA and Licensing Questions, Bill Polhemus
- Re: NAFTA and Licensing Questions, Scott E. Maxwell, PE, SE
- English 101,
Bill Allen
- Re: English 101, Peter McCormack
- Re: English 101, Jeff Coronado
- Re: Definition of Responsible Charge and E& O Insurance, Scott E. Maxwell, PE, SE
- <Possible follow-ups>
- RE: SE-I and SE-II, Sid Danandeh
- RE: SE-I and SE-II, Mark Gilligan
- RE: SE-I and SE-II,
Cain, William
- RE: SE-I and SE-II, Bill Allen
- RE: SE-I and SE-II, Jones, Mark A (Battle Creek)
- RE: English 101,
Bill Allen
- Re: English 101,
fturner
- RE: English 101, Bill Allen
- RE: English 101, Mike Valley
- Re: English 101, fturner
- RE: English 101, Bill Allen
- Re: English 101, Davis Parsons
- Re: English 101, Barry Welliver
- RE: English 101, Brent Koch
- Re: English 101, cmendoza
- RE: English 101, Bill Allen
- Re: English 101, fturner
- RE: English 101, Bill Allen
- Re: English 101, cmendoza
- Re: English 101, frp 2000
- Re: English 101, Paul Feather
- Re: English 101, Bart Kemper
- Re: English 101,
fturner
- <Possible follow-ups>
- Re: English 101, Fountain Conner
- Re: English 101,
Roger Turk
- RE: English 101, Bill Allen
- Re: English 101, Charley Hamilton
- RE: English 101, George Richards, P.E.
- RE: English 101, Sherman, William
- Re: English 101, Greg Smith
- Re: English 101, Calvin Chang
- Re: English 101,
David Hall
- Re: English 101, Calvin Chang
- Re: English 101,
Calvin Chang
- Re: English 101, Bill Polhemus
- Re: English 101, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: English 101, Bill Polhemus
- Re: English 101, Syed A Masroor
- <Possible follow-ups>
- RE: Answers to Licensing of foreign engineers, George Richards, P.E.
- <Possible follow-ups>
- RE: Lateral Framing Systems seminar, Khosrownia, Ghassem SPK
- RE: Lateral Framing Systems seminar, Charlie Carter
- RE: Lateral Framing Systems seminar,
Khosrownia, Ghassem SPK
- RE: Lateral Framing Systems seminar, Scott E. Maxwell, PE, SE
- RE: Lateral Framing Systems seminar, Charlie Carter
- RE: Revetment Design, Henrik Nazarian
- Re: Revetment Design, Raymund Bumalay
- <Possible follow-ups>
- Re: Revetment Design, Jason Emoto
- <Possible follow-ups>
- RE: Cement Certifications, Sprague, Harold O.
- <Possible follow-ups>
- RE: Anchor Rods for Friction Connection, Sprague, Harold O.
- RE: Anchor Rods for Friction Connection, GREG DIAS
- <Possible follow-ups>
- Re: Foreign Labor issues, Martin W. Johnson
- RE: Foreign Labor issues, Scott, William N.
- <Possible follow-ups>
- RE: English 101 (Out of Office), Teresa Dellies
- <Possible follow-ups>
- RE: Test message. Please delete., Khosrownia, Ghassem SPK
- RE: Test message. Please delete. (Out of Office), Bill Allen
- <Possible follow-ups>
- RE: Test message. Please delete. (Out of Office), Teresa Dellies
- RE: Test message. Please delete. (Out of Office),
Khosrownia, Ghassem SPK
- RE: Test message. Please delete. (Out of Office), Bill Allen
- RE: Test message. Please delete. (Out of Office),
Khosrownia, Ghassem SPK
- RE: Test message. Please delete. (Out of Office), Bill Allen
- Re: Welding to hex nuts, Bill Polhemus
- <Possible follow-ups>
- RE: Welding to hex nuts, Sprague, Harold O.
- Re: Welding to hex nuts, c2
- <Possible follow-ups>
- Re: Alguem fala português ou Espanhol,
raul marino puebla mosquera
- Re: Alguem fala português ou Espanhol,
CARLOS GARCIA
- Re: Alguem fala português ou Espanhol, Wilfredo Burgos
- RE: Alguem fala português ou Espanhol, Eber Ramirez
- Re: Alguem fala português ou Espanhol, Wilfredo Burgos
- Re: Alguem fala português ou Espanhol,
CARLOS GARCIA
- Re: Alguem fala português ou Espanhol (Out of Office), JUAN TAMASCO TORRES
- Re: Posting in foreign languages, Jeff Coronado
- <Possible follow-ups>
- RE: Posting in foreign languages,
George Richards, P.E.
- RE: Posting in foreign languages,
jwhitty
- Re: Posting in foreign languages, Bill Polhemus
- Re: Posting in foreign languages, Raghu S. Pendyala
- Re: Posting in foreign languages, Bill Polhemus
- RE: Posting in foreign languages,
jwhitty
- RE: Posting in foreign languages, Khosrownia, Ghassem SPK
- RE: Posting in foreign languages, Khosrownia, Ghassem SPK
- RE: Posting in foreign languages, Jones, Mark A (Battle Creek)
- Re: Posting in foreign languages,
Dennis S. Wish
- Re: Posting in foreign languages, Jeff Coronado
- RE: Posting in foreign languages, Mike Murphy
- The Return of Teresa!, Bill Polhemus
- <Possible follow-ups>
- Re: A7 Steel, Kent LaRose
- A7 Steel,
W. Gray Hodge
- Re: A7 Steel, K Sinha
- Re: A7 Steel, Scott A Jensen/SAJ5/CC01/INEEL/US
- RE: Ever hear of . . ., Ron Hill
- <Possible follow-ups>
- RE: Ever hear of . . ., Christopher Wright
- Re: Use of foreign engineers,
Bill Polhemus
- Re: Use of foreign engineers, John Riley
- Re: Use of foreign engineers,
Peter McCormack
- Re: Use of foreign engineers, Bill Polhemus
- Re: Use of foreign engineers, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Use of foreign engineers, Bill Polhemus
- <Possible follow-ups>
- RE: Use of foreign engineers,
Madden, Gerard
- Re: Use of foreign engineers, Bill Polhemus
- Re: Use of foreign engineers, John Riley
- Re: Use of foreign engineers, MSSROLLO
- RE: Use of foreign engineers,
Madden, Gerard
- RE: Use of foreign engineers,
Peter McCormack
- Re: Use of foreign engineers, Bill Polhemus
- Re: Use of foreign engineers, Bill Polhemus
- RE: Use of foreign engineers,
Peter McCormack
- Re: Use of foreign engineers, David Hall
- Re: Use of foreign engineers, Swingle, Mark
- <Possible follow-ups>
- Re: I need Ur answer, RDAHLMANN
- Re: I need Ur answer, richard jackson
- Re: I need Ur answer, Daniel Singgih_Rusdy
- Re: I need Ur answer, Daniel Singgih_Rusdy
- Re: Specific Gravity of coke, Edwin Schmeckpeper
- <Possible follow-ups>
- Re: Specific Gravity of coke, Pat Ebner
- RE: Specific Gravity of coke, Sprague, Harold O.
- RE: Specific Gravity of coke, BILL PULYER
- Re: FEMA, 1997, Samir Ghosn
- RE: FEMA, 1997, Ron C. Larsen
- <Possible follow-ups>
- Re: FEMA, 1997, Clara P. Lau
- Re: FEMA, 1997, Claret Heider
- Re: FEMA, 1997, Clara P. Lau
- Re: FEMA, 1997, Peter Lam
- <Possible follow-ups>
- RE: Cement Certifications/C1157, Sprague, Harold O.
- Re: Let's Welcome Posting in Foreign Languages, Bill Polhemus
- <Possible follow-ups>
- Re: Let's Welcome Posting in Foreign Languages, Christopher Wright
- RE: Let's Welcome Posting in Foreign Languages, Khosrownia, Ghassem SPK
- Re: Let's Welcome Posting in Foreign Languages,
Greg Smith
- Re: Let's Welcome Posting in Foreign Languages, Scott Maxwell
- Re: 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, Greg Smith
- <Possible follow-ups>
- Fwd: ASD9 Chapter K, Drew A. Norman, SE
- RE: ASD9 Chapter K, Charlie Carter
- Fwd: ASD9 Chapter K, Kevin Moore
- Re: Cantilevered Wood Diaphragm,
Jeff Coronado
- Re: Cantilevered Wood Diaphragm, Monty Hart
- <Possible follow-ups>
- Re: Cantilevered Wood Diaphragm, sscholl2
- Re: Cantilevered Wood Diaphragm, Mark Gilligan
- RE: Cantilevered Wood Diaphragm,
Madden, Gerard
- Re: Cantilevered Wood Diaphragm,
Robert Shaffer
- Re: Cantilevered Wood Diaphragm, Monty Hart
- Re: Cantilevered Wood Diaphragm,
Robert Shaffer
- RE: Cantilevered Wood Diaphragm, Mark Gilligan
- Cantilevered Wood Diaphragm, Vinod Sahni
- Re: Cantilevered Wood Diaphragm -Reply, Vinod Sahni
- Re: Cantilevered Wood Diaphragm -Reply, Roger Turk
- RE: Cantilevered Wood Diaphragm -Reply, Charles Espenlaub
- RE: Cantilevered Wood Diaphragm -Reply, Roger Turk
- RE: Cantilevered Wood Diaphragm -Reply, Charles Espenlaub
- RE: cantilivered columns, Bill Allen
- <Possible follow-ups>
- Re: cantilivered columns,
sscholl2
- RE: cantilivered columns,
Bill Allen
- Re: cantilivered columns, Mark D. Baker
- RE: cantilivered columns,
Bill Allen
- <Possible follow-ups>
- Structural Magazine Onlin, Rodriguez, Marlou
- <Possible follow-ups>
- RE: UBC Section 1633.2.6 Collector Elements,
David Hall
- RE: UBC Section 1633.2.6 Collector Elements, Bill Allen
- RE: UBC Section 1633.2.6 Collector Elements, Nicholas Blackburn
- 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: UBC Section 1633.2.6 Collector Elements, David Hall
- RE: UBC Section 1633.2.6 Collector Elements, David Hall
- RE: UBC Section 1633.2.6 Collector Elements,
David Hall
- RE: UBC Section 1633.2.6 Collector Elements, Bill Allen
- RE: UBC Section 1633.2.6 Collector Elements, David Hall
- RE: Washers for A325 Bolts,
Bob Shaw
- RE: Washers for A325 Bolts, Neil Moore
- <Possible follow-ups>
- RE: Washers for A325 Bolts, Charlie Carter
- <Possible follow-ups>
- Curved Retaining Walls,
Roger Turk
- Re: Curved Retaining Walls, Paul Feather
- Structural Steel Section Properties, John Riley
- <Possible follow-ups>
- RE: Structural Steel Section Properties, Paul Crocker
- Re: Structural Steel Section Properties, Evan Jorgensen
- RE: Structural Steel Section Properties, Paul Crocker
- Structural Steel Section Properties, Roger Turk
- Structural Steel Section Properties, Jason Kilgore
- Re: Design Software, Bill Polhemus
- Re: Design Software, Michael Zaitz
- Re: Design Software, Jeff Coronado
- Re: Design Software, Monty Hart
- Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer",
Peter McCormack
- Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer",
Bill Polhemus
- Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", Peter McCormack
- Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer",
Bill Polhemus
- Re: SOFTWARE: Question re AFPA/AWC WoodWorks 97 "Sizer", John Riley
- RE: Design of Silos - Interior Load Distribution, Brad Friederichs
- <Possible follow-ups>
- 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: Design of Silos - Interior Load Distribution,
John MacLean
- Re: Design of Silos - Interior Load Distribution, Juan C. Gray
- <Possible follow-ups>
- RE: Lat Torsional Buckling,
Charlie Carter
- Re: Lat Torsional Buckling, Jason Kilgore
- Re: Lat Torsional Buckling, Jason Kilgore
- RE: Lat Torsional Buckling, Charlie Carter
- Re: Lat Torsional Buckling,
John MacLean
- Re: Lat Torsional Buckling, Bill Polhemus
- Re: Lat Torsional Buckling,
Scott Maxwell
- Re: Lat Torsional Buckling, Bill Polhemus
- Re: Lat Torsional Buckling,
RajSTC
- Re: Lat Torsional Buckling, Jason Kilgore
- <Possible follow-ups>
- Re: Advertising, Christopher Wright
- Advertising,
Roger Turk
- Re: Advertising, Bill Polhemus
- Re: reed clip, Bill Polhemus
- Ref. HSS Manual (AISC, 1994) page 9-15,
Sam Chang
- Re: Ref. HSS Manual (AISC, 1994) page 9-15, Bill Polhemus
- Re: Ref. HSS Manual (AISC, 1994) page 9-15, Michael Zaitz
- <Possible follow-ups>
- RE: reed clip, Brian Harris
- <Possible follow-ups>
- RE: Flood Plains in Brazil,
Jones, Mark A (Battle Creek)
- Re: Flood Plains in Brazil, Jason Kilgore
- <Possible follow-ups>
- RE: American Railway Engineering Assn. - where are they?, Charlie Carter
- American Railway Engineering Assn. - where are they?, Tom . Hunt
- <Possible follow-ups>
- RE: Prop35,
Yousefi, Ben
- Re: Prop35, Drew A. Norman, SE
- Re:RE: Prop35, TBenson
- <Possible follow-ups>
- Channel,
Roger Turk
- Re: Channel, Michael Zaitz
- Re: Channel, Michael Zaitz
- Re: Channel,
Roger Turk
- Re: Channel, Scott Maxwell
- Re: Channel, Michael Zaitz
- Re: Channel,
Jason Kilgore
- Re: Channel, Michael Zaitz
- Re: Channel, Roger Turk
- Re: Channel,
Roger Turk
- Re: Channel, Michael Zaitz
- Re: Bolting Books,
Bart Kemper
- RE: Bolting Books, Bob Shaw
- Re: Bolting Books, Raghu S. Pendyala
- <Possible follow-ups>
- RE: Bolting Books, Charlie Carter
- Re: Timber frame house design - advice, Samir Ghosn
- <Possible follow-ups>
- RE: Timber frame house design - advice, dadie
- Re: Timber frame house design - advice, sscholl2
- Re: Timber frame house design - advice, Daniel Gelinas
- <Possible follow-ups>
- Re: Fence Design, hans boge
- Re: Fence Design, Drew A. Norman, SE
- <Possible follow-ups>
- UBC Uplift, Tom . Hunt
- RE: UBC Uplift,
sharonb
- Re: UBC Uplift, Monty Hart
- Re: UBC Uplift, Ed . Haninger
- <Possible follow-ups>
- (no subject),
MCIORTEA
- Re: (no subject), Paul Feather
- Tension Stress Graphs,
frp 2000
- Re: Tension Stress Graphs, Bill Polhemus
- Re: Tension Stress Graphs, frp 2000
- Re: Building Codes used prior to 1927?, Samir Ghosn
- Re: Building Codes used prior to 1927?, fturner
- <Possible follow-ups>
- Re: Building Codes used prior to 1927?, sscholl2
- RE: Building Codes used prior to 1927?, George Richards, P.E.
- RE: Building Codes used prior to 1927?, Brian McDonald
- RE: DESCON connection design software, Brad Friederichs
- Re: Multi Part Mime Format, Peter McCormack
- Re: Shotcrete on URM, Drew A. Norman, SE
- <Possible follow-ups>
- RE: Shotcrete on URM, Rodriguez, Marlou
- Shotcrete on URM, Michael Krakower
- Re:,
Bill Polhemus
- Certification for Multiple Use, Ed Fasula
- RE: Post Tensioned Slab Attachment, Eric Lehmkuhl
- <Possible follow-ups>
- Re: Post Tensioned Slab Attachment, hans boge
- RE: Post Tensioned Slab Attachment, Paul Crocker
- RE: Post Tensioned Slab Attachment, Nicholas Blackburn
- RE: A 193-B7, oswaldo aiffil
- <Possible follow-ups>
- Re: A 193-B7, Jason Emoto
- Re: Embedded Anchor Bolts In Compression, Scott Maxwell
- Re: Embedded Anchor Bolts In Compression, Mark Baker
- <Possible follow-ups>
- Re: Embedded Anchor Bolts In Compression,
Jason Emoto
- Re: Embedded Anchor Bolts In Compression, Bill Polhemus
- Re: Embedded Anchor Bolts In Compression, Roger Turk
- RE: Embedded Anchor Bolts In Compression,
Sprague, Harold O.
- Re: Embedded Anchor Bolts In Compression, Mark Baker
- Re: Embedded Anchor Bolts In Compression,
Jason Emoto
- Re: Embedded Anchor Bolts In Compression, Bill Polhemus
- RE: Embedded Anchor Bolts In Compression, Sprague, Harold O.
- <Possible follow-ups>
- RE: Tack Welding Heavy Hex Nuts?, Sprague, Harold O.
- <Possible follow-ups>
- Re: Response to those who emailed me about work assistance, Greg Smith
- Re: Open Top WWTP Steel Tank Spec, Steve Meier
- Re: Designing a remodel - how to treat the existing structure, Scott Maxwell
- <Possible follow-ups>
- RE: Designing a remodel - how to treat the existing structure, Yousefi, Ben
- Re: Designing a remodel - how to treat the existing structure, Nels Roselund
- <Possible follow-ups>
- Re: sloped retaining walls, sscholl2
- RE: SEAOC Blue Book - paper on gussets, Mike Valley
- <Possible follow-ups>
- RE: SEAOC Blue Book - paper on gussets, Panos Trochalakis
- <Possible follow-ups>
- Re: British Shapes, Laura Watson
- British Shapes, Laura Watson
- Re: British Shapes, Mark Webster
- <Possible follow-ups>
- RE: Perforated Shear Walls, Munn, Dan
- <Possible follow-ups>
- RE: Rehab of California Hospitals, Cain, William
- Re: "Outdated" OPENGL32.DLL, Doug McCurdy
- <Possible follow-ups>
- RE: "Outdated" OPENGL32.DLL, Caldwell, Stan
- Re: Pre-engineered building, John Schenne
- Re: Pre-engineered building, E.B.Davison, P.Eng.
- Re: Pre-engineered building, James Hannah
- Re: Pre-engineered building, leetec
- <Possible follow-ups>
- RE: Pre-engineered building, Ryan Lawton
- RE: Pre-engineered building, Todd Hill
- Re: PE Exam, Peter McCormack
- <Possible follow-ups>
- RE: PE Exam, Paul Crocker
- <Possible follow-ups>
- RE: heavy first floor live loads, Rodriguez, Marlou
- Analysis of pipes with large D/t ratios,
Bill Allen
- Re: Analysis of pipes with large D/t ratios, Bill Polhemus
- <Possible follow-ups>
- Re: Analysis of pipes with large D/t ratios,
Rick . Drake
- RE: Analysis of pipes with large D/t ratios,
Bill Allen
- 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
- <Possible follow-ups>
- RE: FEMA 350, 351, 352,
Sprague, Harold O.
- Re: FEMA 350, 351, 352, Mark D. Anderson PE
- RE: FEMA 350, 351, 352, Khosrownia, Ghassem SPK
- RE: FEMA 350, 351, 352, Sprague, Harold O.
- RE: FEMA 350, 351, 352, Harper, Mark
- RE: FEMA 350, 351, 352, Samir Ghosn
- RE: FEMA 350, 351, 352, sharonb
- Re: FEMA 350, 351, 352,
c2
- RE: FEMA 350, 351, 352,
Mike Valley
- RE: FEMA 350, 351, 352, Scott Maxwell
- RE: FEMA 350, 351, 352,
Mike Valley
- Re: FEMA 350, 351, 352,
c2
- Re: FEMA 350, 351, 352, James Hannah
- Re: FEMA 350, 351, 352, c2
- RE: FEMA 350, 351, 352, Albert Meyer
- RE: FEMA 350, 351, 352, Jones, Mark A (Battle Creek)
- <Possible follow-ups>
- RE: What are you worth?,
Madden, Gerard
- Re: What are you worth?, Donald Hanak
- FW: What are you worth?, Madden, Gerard
- RE: What are you worth?,
Caldwell, Stan
- Re: What are you worth?, Donald Hanak
- RE: What are you worth?, George Richards, P.E.
- New edition of LRFD handbook,
Michael Bryson
- Re: New edition of LRFD handbook, Davis Parsons
- <Possible follow-ups>
- RE: hss sectional properties, Lutz, James
- RE: hss sectional properties, Rick . Drake
- <Possible follow-ups>
- Re: New edition of LRFD handbook, Ed . Haninger
- RE: New edition of LRFD handbook, Charlie Carter
- RE: New edition of LRFD handbook, sharonb
- <Possible follow-ups>
- RE: OFF-TOPIC RESPONSE TO BEN, Matthew Stuart
- Re: OFF-TOPIC RESPONSE TO BEN, Jonathan Mallard
- Re: OFF-TOPIC RESPONSE TO BEN,
Christopher Wright
- Re: OFF-TOPIC RESPONSE TO BEN, Bill Polhemus
- Re: OFF-TOPIC RESPONSE TO MATTHEW, Drew A. Norman, SE
- <Possible follow-ups>
- Re: 97 UBC Near Source factors, Rick . Drake
- Re: 97 UBC Near Source factors, Nels Roselund
- <Possible follow-ups>
- RE: 97 UBC Revisions, sharonb
- <Possible follow-ups>
- RE: Diaphragms, BILL PULYER
- <Possible follow-ups>
- RE: ASD Remains Alive and Well !, Charlie Carter
- RE: ASD Remains Alive and Well !, Charlie Carter
- <Possible follow-ups>
- RE: TEST 3 Please DELETE, Cain, William
- Re: biaxial rectangular column design software, Bill Polhemus
- <Possible follow-ups>
- Re: biaxial rectangular column design software, Jason Emoto
- Re: biaxial rectangular column design software, Raoul Karp
- RE: biaxial rectangular column design software, Fredericks, Douglas/SAC
- <Possible follow-ups>
- Re: Weld Inspection, Bakersfield, Nels Roselund
- RE: Sorry Mathcad question (delete if you don't want to read), Bill Allen
- <Possible follow-ups>
- 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), Laura Watson
- RE: Sorry Mathcad question (delete if you don't want to read), Rodriguez, Marlou
- RE: single plate shear connections edge distance, Roger Davis
- Re: single plate shear connections edge distance, Jake Watson
- <Possible follow-ups>
- RE: single plate shear connections edge distance, lrk
- RE: single plate shear connections edge distance, Mark Gilligan
- RE: single plate shear connections edge distance, Charlie Carter
- RE: single plate shear connections edge distance, Charlie Carter
- RE: single plate shear connections edge distance, lrk
- Re: shear strength of WF, Michael Bryson
- <Possible follow-ups>
- Re: shear strength of WF, Rick . Drake
- shear strength of WF, Roger Turk
- RE: Precast Single T, Brent Koch
- <Possible follow-ups>
- Precast Single T, Roger Turk
- Re: NCEES STRU I EXAM, Jason Kilgore
- Re: NCEES STRU I EXAM, Peter McCormack
- Re: NCEES STRU I EXAM,
Jake Watson
- Re: NCEES STRU I EXAM, Scott Maxwell
- Re: NCEES STRU I EXAM,
Scott Maxwell
- Re: NCEES STRU I EXAM, Jason Kilgore
- <Possible follow-ups>
- RE: NCEES STRU I EXAM, Daley, John
- RE: NCEES STRU I EXAM, Friis, Donna
- Re: NCEES STRU I EXAM,
John MacLean
- Re: NCEES STRU I EXAM, Bill Polhemus
- Re: NCEES STRU I EXAM, Scott Maxwell
- RE: NCEES STRU I EXAM,
Paul Crocker
- RE: NCEES STRU I EXAM,
Scott Maxwell
- Re: NCEES STRU I EXAM, Al Meyer
- RE: NCEES STRU I EXAM,
Scott Maxwell
- RE: NCEES STRU I EXAM,
Paul Crocker
- Re: NCEES STRU I EXAM, Jason Kilgore
- RE: NCEES STRU I EXAM, John MacLean
- RE: NCEES STRU I EXAM, Paul Crocker
- <Possible follow-ups>
- OSB & humidity, Roger Turk
- Re: Double-Tee,
Bill Polhemus
- Re: Double-Tee, frp 2000
- Re: Double-Tee, Jake Watson
- Re: Is it a shearwall or not??? Need some help, frp 2000
- Re: Is it a shearwall or not??? Need some help, Drew A. Norman, SE
- <Possible follow-ups>
- RE: Is it a shearwall or not??? Need some help,
Nicholas Blackburn
- RE: Is it a shearwall or not??? Need some help,
Dennis Wish
- Re: Is it a shearwall or not??? Need some help, Richard Flower
- RE: Is it a shearwall or not??? Need some help,
Dennis Wish
- Re: Is it a shearwall or not??? Need some help,
EphHirsch
- RE: Is it a shearwall or not??? Need some help, Dennis Wish
- <Possible follow-ups>
- California Method for P.T sab, Satish J. Matani
- Re: Concrete Hat on a steel tower!, Paul Feather
- 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, Jason Kilgore
- Re: AISC Table 8-33 question,
Scott Maxwell
- Re: AISC Table 8-33 question, Scott Maxwell
- <Possible follow-ups>
- RE: AISC Table 8-33 question, Charlie Carter
- Re: The Steel Committee of California, Lanny J. Flynn
- <Possible follow-ups>
- RE: The Steel Committee of California, Sprague, Harold O.
- 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
- Re: Story Drift Limits for Wind Load, Scott Maxwell
- Win2K Book, Joseph Harouni
- Re: Story Drift Limits for Wind Load,
Bill Polhemus
- RE: Story Drift Limits for Wind Load, Brian K. Smith
- <Possible follow-ups>
- RE: Story Drift Limits for Wind Load, Sprague, Harold O.
- Re: Swimming Pool Design,
Chris TSE
- Re: Swimming Pool Design, Raghu S. Pendyala
- <Possible follow-ups>
- Re: Swimming Pool Design, Roger Turk
- Re: need help, Jim Kestner
- Re: need help, Jim Kestner
- <Possible follow-ups>
- RE: need help,
Sprague, Harold O.
- RE: need help, Brian K. Smith
- RE: need help, Sprague, Harold O.
- <Possible follow-ups>
- RE: California decides not to adopt the IBC (for now),
Sprague, Harold O.
- Re: California decides not to adopt the IBC (for now), Michael Zaitz
- Re: Beam Reinforcement using Bolts, Raghu S. Pendyala
- Re: Floor level of attached garages,
Samir Ghosn
- Re: Floor level of attached garages, Peter McCormack
- <Possible follow-ups>
- RE: Floor level of attached garages,
Yousefi, Ben
- RE: Floor level of attached garages, Scott Maxwell
- Re: Floor level of attached garages, Greg Smith
- Re: Cantilever System (Help!), Paul Feather
- Re: Cantilever System (Help!), Chris TSE
- <Possible follow-ups>
- Re: Cantilever System (Help!), Samir Ghosn
- Re: Cantilever System (Help!), John Bryan
- Re: NDS 97 GLU-Lam 24F-V8 shear value, Bruce Pooley
- <Possible follow-ups>
- RE: NDS 97 GLU-Lam 24F-V8 shear value, Madden, Gerard
- <Possible follow-ups>
- Re: Shear Wall Myths--Share your favorites about wood shear walls, Nels Roselund
- <Possible follow-ups>
- floor thickness, marcelo sanchez
- <Possible follow-ups>
- Re: Corosion-Damaged Brick Wall, Nels Roselund
- Re: CA Proposition 35,
Samir Ghosn
- Re: CA Proposition 35, Bill Polhemus
- <Possible follow-ups>
- FW: CA Proposition 35, Cain, William
- Re:CA Proposition 35,
TBenson
- Re: CA Proposition 35, Felix P. Tong
- RE: CA Proposition 35, Cain, William
- Re[2]: CA Proposition 35,
TBenson
- FEMA 350 B.U.E.P. Questions, Bill Allen, S.E.
- <Possible follow-ups>
- RE: QUERY: HSS Connections Manual Erratum?,
Matt Melcher
- Re: QUERY: HSS Connections Manual Erratum?, Bill Polhemus
- RE: QUERY: HSS Connections Manual Erratum?,
Heath Mitchell
- Re: QUERY: HSS Connections Manual Erratum?, Bill Polhemus
- RE: QUERY: HSS Connections Manual Erratum?, lrk
- Re: Cantilever System, Jeff Coronado
- Re: Round HSS Availability, Drew A. Norman, SE
- <Possible follow-ups>
- Re: Round HSS Availability, hans boge
- Re:Round HSS availability, M Hariharan/engg
- Re: round HSS availability, M Hariharan/engg
- RE: Round HSS availability, Charles Espenlaub
- <Possible follow-ups>
- Brown & Williamson, George Richards, P.E.
- <Possible follow-ups>
- Re: Plywood shear walls, sscholl2
- Re: Plywood shear walls, Mauricio A. Lopez
- <Possible follow-ups>
- Re: Shearwall sill plate, Paul_Reilly
- Re: Shearwall sill plate, Rhkratzse
- Re: Epoxy Grout for Rock Anchors, Raghu S. Pendyala
- <Possible follow-ups>
- Re: Epoxy Grout for Rock Anchors, Nels Roselund
- Epoxy Grout for Rock Anchors,
Mark Gilligan
- Re: Epoxy Grout for Rock Anchors, Drew A. Norman, SE
- RE: Epoxy Grout for Rock Anchors, Sherman, William
- RE: Epoxy Grout for Rock Anchors, Sprague, Harold O.
- Re: Epoxy Grout for Rock Anchors, COEngineer
- RE: "billets" and "mill", Rex Donahey
- <Possible follow-ups>
- RE: "billets" and "mill", Sprague, Harold O.
- RE: "billets" and "mill", Christopher Wright
- Redundancy factor 1.0 for single story wood framed?,
Lynn
- Re: Redundancy factor 1.0 for single story wood framed?,
Paul Feather
- 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?, Mike Valley
- Re: Redundancy factor 1.0 for single story wood framed?,
Paul Feather
- <Possible follow-ups>
- Re: UBC 1997 for THREE MORE YEARS,
Rick . Drake
- RE: UBC 1997 for THREE MORE YEARS, Bill Allen, S.E.
- RE: UBC 1997 for THREE MORE YEARS, Paul Crocker
- <Possible follow-ups>
- RE: construction Drawings, dadie
- RE: construction Drawings,
Khosrownia, Ghassem SPK
- RE: construction Drawings, David Fisher
- RE: construction Drawings, croper
- RE: construction Drawings, Adriano Teixeira
- RE: construction Drawings, Adriano Teixeira
- RE: construction Drawings, Madden, Gerard
- RE: construction Drawings,
Roger Turk
- RE: construction Drawings, Scott Maxwell
- Re: construction Drawings, RDAHLMANN
- RE: construction Drawings, Charles Espenlaub
- RE: construction Drawings,
Khosrownia, Ghassem SPK
- RE: construction Drawings, Scott Maxwell
- Re: Redundancy factor 1.0 for single story wood framed?, fturner
- <Possible follow-ups>
- RE: Redundancy factor 1.0 for single story wood framed?, Paul_Reilly
- RE: Redundancy factor 1.0 for single story wood framed?, sharonb
- RE: Redundancy factor 1.0 for single story wood framed?, Dennis Wish
- <Possible follow-ups>
- RE: Enercalc-Pole Embedment in Soil, George Richards, P.E.
- Enercalc-Pole Embedment in Soil, Oshin Tosounian
- RE: Enercalc-Pole Embedment in Soil, George Richards, P.E.
- Re: Enercalc-Pole Embedment in Soil,
BCainse
- Re: Enercalc-Pole Embedment in Soil,
Wilfredo Burgos
- RE: Enercalc-Pole Embedment in Soil, oswaldo aiffil
- Re: Enercalc-Pole Embedment in Soil,
Wilfredo Burgos
- RE: Enercalc-Pole Embedment in Soil, Mark Pemberton
- RE: Enercalc-Pole Embedment in Soil, Cain, William
- Re: Problem Posting Through AOL, Russell Berkowitz
- Re: Problem Posting Through AOL, Shafat Qazi
- Re: Problem Posting Through AOL, James Hannah
- <Possible follow-ups>
- Re: Problem Posting Through AOL, SDGSE
- Re: Problem Posting Through AOL, SDGSE
- Re: Problem Posting Through AOL, RainCat1
- Re: Problem Posting Through AOL, Drew A. Norman, SE
- Re: seaint Digest for 9 Nov 2000, Bill Polhemus
- <Possible follow-ups>
- Re: seaint Digest for 9 Nov 2000,
marfra
- Re: seaint Digest for 9 Nov 2000, Bill Polhemus
- <Possible follow-ups>
- Re: loader surcharge at top of retaining wall, sscholl2
- RE: loader surcharge at top of retaining wall,
David Hall
- Re: loader surcharge at top of retaining wall, Jason Kilgore
- RE: loader surcharge at top of retaining wall, Sherman, William
- RE: loader surcharge at top of retaining wall, Ken Peoples
- 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, Peter McCormack
- RE: loader surcharge at top of retaining wall,
Sherman, William
- RE: loader surcharge at top of retaining wall,
Gunnar Hafsteinn Isleifsson
- Re: loader surcharge at top of retaining wall, John Riley
- RE: loader surcharge at top of retaining wall,
Gunnar Hafsteinn Isleifsson
- RE: loader surcharge at top of retaining wall, Christopher Wright
- RE: loader surcharge at top of retaining wall, Jones, Mark A (Battle Creek)
- Re: loader surcharge at top of retaining wall, Christopher Wright
- RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
- RE: loader surcharge at top of retaining wall, Christopher Wright
- RE: loader surcharge at top of retaining wall, Lutz, James
- Re: loader surcharge at top of retaining wall, Swingle, Mark
- 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
- Re: loader surcharge at top of retaining wall, Ken Peoples
- RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
- RE: loader surcharge at top of retaining wall, Stanley_P_Johnson
- RE: welding nuts, Ron Roberts
- RE: welding nuts, Roger Davis
- <Possible follow-ups>
- RE: welding nuts, Charlie Carter
- RE: welding nuts, Ken Peoples
- Re: HP Calculators, ROBERTO PARES-SANTIAGO
- RE: HP Calculators, Ron Hill
- <Possible follow-ups>
- RE: HP Calculators, Daley, John
- RE: HP Calculators, Speck, Todd M
- <Possible follow-ups>
- Re: Building Architectural Examination, Ralph Benson
- Re: Building Architectural Examination, Greg Smith
- RE: Building Architectural Examination, Caldwell, Stan
- RE: Building Architectural Examination, Fariborz Tehrani
- Re: Vortex Shedding, Jim Kestner
- RE: Vortex Shedding, Eric Lehmkuhl
- <Possible follow-ups>
- RE: Vortex Shedding, Canitz, Charles F NAB02
- Re: Vortex Shedding,
Ed . Haninger
- Re: Vortex Shedding, Raghu S. Pendyala
- RE: Vortex Shedding, Sprague, Harold O.
- Re: Vortex Shedding, John MacLean
- Re: STAADPro, STAAD etc, Bill Polhemus
- <Possible follow-ups>
- STAADPro, STAAD etc, Stanley_P_Johnson
- RE: STAADPro, STAAD etc, Nicholas Blackburn
- Re: STAADPro, STAAD etc,
David Hall
- Re: STAADPro, STAAD etc, Peter McCormack
- Re: STAADPro, STAAD etc,
Bill Polhemus
- Re: STAADPro, STAAD etc, Wilfredo Burgos
- Re: STAADPro, STAAD etc, Bill Polhemus
- Re: STAADPro, STAAD etc, Peter McCormack
- Re: STAADPro, STAAD etc, frp 2000
- gracias, Wilfredo Burgos
- Re: STAADPro, STAAD etc, David Hall
- Re: STAADPro, STAAD etc, David Hall
- Re: STAADPro, STAAD etc, hinkle j pinkle
- Re: Structural Design Program, Michael Zaitz
- Re: Structural analysis engine, JCohen
- Re: Structural analysis engine,
Bill Polhemus
- RE: Structural analysis engine, Scott Bernard
- Re: Structural analysis engine, Nicolas Mangon
- <Possible follow-ups>
- Re: Structural analysis engine, Christopher Wright
- <Possible follow-ups>
- RE: WANTED: Pneutek Catalog,
dadie
- Re: WANTED: Pneutek Catalog, Bill Polhemus
- RE: WANTED: Pneutek Catalog, Jones, Mark A (Battle Creek)
- RE: WANTED: Pneutek Catalog, Cain, William
- RE: WANTED: Pneutek Catalog, Armijo, John J (PWCSD 184)
- <Possible follow-ups>
- QUESTION REGARDING CONCRETE MOMENT FRAMES, Dan Goodrich
- RE: QUESTION REGARDING CONCRETE MOMENT FRAMES,
Paul Crocker
- Re: QUESTION REGARDING CONCRETE MOMENT FRAMES, Dan Goodrich
- RE: QUESTION REGARDING CONCRETE MOMENT FRAMES, Brian McDonald
- <Possible follow-ups>
- RE: ASD Load Combinations, sharonb
- ASD Load Combinations, James F Fulton
- RE: ASD Load Combinations, Charlie Carter
- Re: ASD Load Combinations, Rick . Drake
- Re: ASD Load Combinations, James F Fulton
- Re: ASD Load Combinations, Rick . Drake
- Re: ASD Load Combinations, Nels Roselund
- Re: ASD Load Combinations, Ron O. Hamburger
- <Possible follow-ups>
- Re: A structural engineering journal, James F Fulton
- Re: A structural engineering journal, Roger Turk
- Re: A structural engineering journal, Rick . Drake
- Re: A structural engineering journal,
sscholl2
- RE: A structural engineering journal, majid sarraf
- Re: A structural engineering journal,
Raghu S. Pendyala
- Re: A structural engineering journal, Bill Polhemus
- RE: A structural engineering journal,
Roger Turk
- RE: A structural engineering journal, Peter McCormack
- Re: A structural engineering journal, Paul Feather
- RE: A structural engineering journal,
Gil Brock
- Re: A structural engineering journal, Paul Feather
- Re: A structural engineering journal, Gil Brock
- Re: A structural engineering journal, Greg Smith
- Re: A structural engineering journal,
sscholl2
- Re: A structural engineering journal, Bill Polhemus
- Re: A structural engineering journal,
Christopher Wright
- Re: A structural engineering journal, M Hariharan/engg
- Re: A structural engineering journal, Ray Pixley
- Re: A structural engineering journal, Christopher Wright
- Re: A structural engineering journal,
Roger Turk
- Re: A structural engineering journal, Gil Brock
- 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
- Equivalent frame Re: A structural engineering journal, Michael Bryson
- Equivalent frame Re: A structural engineering journal, Gil Brock
- RE: A structural engineering journal, Jones, Mark A (Battle Creek)
- RE: A structural engineering journal, Rogers, Robert
- RE: A structural engineering journal, Caldwell, Stan
- RE: Steel trusses, David Fisher
- <Possible follow-ups>
- RE: ICBO seminar 11/15, Lao, Larry
- Re: Column Base of Industrial Building, M Hariharan/engg
- <Possible follow-ups>
- RE: Column Base of Industrial Building,
Todd Hill
- Re: Column Base of Industrial Building, Calvin Chang
- Re: Column Base of Industrial Building,
Paul Ransom
- RE: Column Base of Industrial Building, David I. Ruby, P.E.
- Re: BEAM-TO COLUMN CONNECTIONS FOR MOMENT FRAMES, Scott Maxwell
- RE: Shear studs,
Bob Shaw
- Re: Shear studs, NWB
- <Possible follow-ups>
- Shear studs, Roger Turk
- <Possible follow-ups>
- RE: Steel stud framed shear walls, George Richards, P.E.
- Re: Seismic Evaluation of Existing Buildings, fturner
- Filigree Wideslab,
frp 2000
- RE: Filigree Wideslab,
Bob Shaw
- Re: Filigree Wideslab, frp 2000
- RE: Filigree Wideslab,
Bob Shaw
- <Possible follow-ups>
- Re: Seismic Evaluation of Existing Buildings, Clara P. Lau
- RE: Seismic Evaluation of Existing Buildings, Charlie Carter
- Re: Seismic Evaluation of Existing Buildings, Clara P. Lau
- Re: Filigree Wideslab, frp 2000
- <Possible follow-ups>
- RE: Filigree Wideslab, Sprague, Harold O.
- RE: Welding Run-Off Tabs..., Bob Shaw
- <Possible follow-ups>
- RE: Welding Run-Off Tabs..., Charlie Carter
- <Possible follow-ups>
- RE: VIRUS ALERT, Gary Ehrlich
- <Possible follow-ups>
- Re: SEAOC Design Manual Vol 3 Example 4 design question:, Jon Brody
- Re: SEAOC Design Manual Vol 3 Example 4 design question:, Jon Brody
- <Possible follow-ups>
- Re: Rock Piling, TARNO COLEMAN
- Re: Rock Piling, John MacLean
- <Possible follow-ups>
- RE: Shelter Promotion, Gary Ehrlich
- Re: cabled stayed roof structures, Peter McCormack
- RE: Plotter, Ron Hill
- <Possible follow-ups>
- RE: Plotter, Charles Espenlaub
- RE: Plotter, Jones, Mark A (Battle Creek)
- Re: SAP2k: Modeling concrete floors with monolithic conc. beams, Michael Bryson
- RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Eduardo Lopez
- <Possible follow-ups>
- RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Lutz, James
- RE: SAP2k: Modeling concrete floors with monolithic conc. beams,
Khosrownia, Ghassem SPK
- Re: SAP2k: Modeling concrete floors with monolithic conc. beams, M Hariharan/engg
- RE: SAP2k: Modeling concrete floors with monolithic conc. beams, Lutz, James
- <Possible follow-ups>
- RE: Flow drilling or Blind Bolting with HSS, MKnight
- RE: Flow drilling or Blind Bolting with HSS, Mark Gilligan
- RE: Flow drilling or Blind Bolting with HSS, MKnight
- Re: Flow drilling or Blind Bolting with HSS, Neal Root
- Re: Flow drilling or Blind Bolting with HSS, Mark Gilligan
- Re: Flow drilling or Blind Bolting with HSS, Tom . Hunt
- Re: Flow drilling or Blind Bolting with HSS, Neal Root
- Re: Flow drilling or Blind Bolting with HSS, Tom Corcoran
- Re: Beam Analysis, Bill Polhemus
- <Possible follow-ups>
- Re: Beam Analysis, Tom VanDorpe
- Re: Beam Analysis, Structuralist
- Re: Beam Analysis, asisclo villafuerte
- <Possible follow-ups>
- RE: FEMA 350 - Bolted Unstiffened End Plate Connection Design, Garner, Robert /SD
- 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., Brian K. Smith
- <Possible follow-ups>
- RE: Out of Plumb Residence need help on fix.,
Rodriguez, Marlou
- Re: Out of Plumb Residence need help on fix., Jason Kilgore
- RE: Out of Plumb Residence need help on fix., desi . kiss
- 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
- Re: Out of Plumb Residence need help on fix., RajSTC
- Re: Out of Plumb Residence need help on fix., Nels Roselund
- Re: Out of Plumb Residence need help on fix., sscholl2
- Re: Out of Plumb Residence need help on fix., MSSROLLO
- Re: Wood Shear Wall Allowable Values,
Samir Ghosn
- Re: Wood Shear Wall Allowable Values,
Jake Watson
- Re: Wood Shear Wall Allowable Values, barry2
- Re: Wood Shear Wall Allowable Values, Dan Goodrich
- Re: Wood Shear Wall Allowable Values,
Jake Watson
- <Possible follow-ups>
- RE: Wood Shear Wall Allowable Values, George Richards, P.E.
- Re: Wood Shear Wall Allowable Values, RGRAYAIA
- Re: Response Spectra Mass, Mario A. Tioli
- Re: QUERY: Bond Beam Spacing Requirements, Laurence B. Oeth
- <Possible follow-ups>
- Re: QUERY: Bond Beam Spacing Requirements, sscholl2
- Re: QUERY: Bond Beam Spacing Requirements, Jason Emoto
- <Possible follow-ups>
- Re: QUERY: Bond Beam Spacing Requirement, Jason Emoto
- Re: QUERY: Bond Beam Spacing Requirement, yANUAR dWIPOYONO
- <Possible follow-ups>
- Re: HADD - Homeowners Against Deficient Dwellings, sscholl2
- Re: Plywood Shear Wall Deflection, chuckuc
- RE: QUERY: Threaded Weld Stud, Roger Davis
- RE: QUERY: Threaded Weld Stud, Bob Shaw
- Re: QUERY: Threaded Weld Stud, Paul Feather
- <Possible follow-ups>
- QUERY: Threaded Weld Stud, Tom . Hunt
- Re: Foundation Design Reference, David Handy
- <Possible follow-ups>
- Re: Foundation Design Reference,
Edward Arrington
- Re: Foundation Design Reference, Paul Feather
- Re: Welding Code specialists, Daniel Luna
- Re: Welding Code specialists, Davis Parsons
- <Possible follow-ups>
- RE: Remove, Khosrownia, Ghassem SPK
- Re: need help with slab,
Michael Bryson
- Re: need help with slab,
Tomas Matta
- Re: need help with slab, Michael Bryson
- Re: need help with slab, Craig Slama
- Re: need help with slab,
Tomas Matta
- Re: need help with slab, Hasan Hindawi
- Re: Specialty Precast, Jake Watson
- Re: Specialty Precast, dowo
- <Possible follow-ups>
- Specialty Precast, Roger Turk
- <Possible follow-ups>
- RE: Ladders, Garner, Robert /SD
- Re: Delaminating glulam valley beam, Bruce Pooley
- Re: modeling of elastomeric bearing, j.n.sigalas
- <Possible follow-ups>
- Re: modeling of elastomeric bearing, Jonathan Mallard
- Re: modeling of elastomeric bearing, Jonathan Mallard
- Re: Steel Section Properties, Davis Parsons
- <Possible follow-ups>
- Steel Section Properties, Roger Turk
- Re: Steel Section Properties, Fariborz Tehrani
- Re: Steel Section Properties, Roger Turk
- Steel Section Properties, Roger Turk
- Re: please reply to test., M Hariharan/engg
- <Possible follow-ups>
- RE: please reply to test., Elaine Keane
- RE: please reply to test., croper
- RE: please reply to test.,
Michael Forte
- RE: please reply to test., fernando moreu
- 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., MKnight
- RE: please reply to test., Christopher Wright
- RE: please reply to test., Liao, Zongsu
- RE: please reply to test., Ampuero, Jhon
- RE: please reply to test., Michael Forte
- <Possible follow-ups>
- Arizona Masonry,
Roger Turk
- Re: Arizona Masonry, Paul Feather
- RE: Arizona Masonry, Lutz, James
- <Possible follow-ups>
- RE: WHAT IS VALUES OF Cd? HELP ME!!!, Lutz, James
- <Possible follow-ups>
- Re: Perforated Shearwalls, TARNO COLEMAN
- <Possible follow-ups>
- Structuralist Portal Now Open, Structuralist
- Re: Rush work charges (not a structural issue),
Dan Goodrich
- Re: Rush work charges (not a structural issue), L. Thomas Bayne
- Re: Rush work charges (not a structural issue), Neil Moore
- <Possible follow-ups>
- RE: Rush work charges (not a structural issue), Lutz, James
- RE: Rush work charges (not a structural issue), Mark Mercer
- <Possible follow-ups>
- Re: Steel Bar Joists as Bridge Beams, sscholl2
- RE: Steel Bar Joists as Bridge Beams,
Effland, Greg
- RE: Steel Bar Joists as Bridge Beams, Mike Valley
- Re:Steel Bar Joists as Bridge Beams, Frank Hartzell
- Re: aluminum design, Daniel Luna
- <Possible follow-ups>
- RE: aluminum design,
Friis, Donna
- Wall Studs,
Michael Bryson
- Re: Wall Studs, Jason Kilgore
- Wall Studs,
Michael Bryson
- Re: aluminum design,
Christopher Wright
- Re: aluminum design, Daniel Luna
- RE: aluminum design, David Hall
- Re: aluminum design, Christopher Wright
- <Possible follow-ups>
- RE: Wall Studs,
Charles Espenlaub
- RE: Wall Studs, Michael Bryson
- RE: Wall Studs, Michael Bryson
- RE: Wall Studs, David Hall
- <Possible follow-ups>
- RE: UBC CODE INTERPRETATION (ZONE 4), Lutz, James
- Re: UBC CODE INTERPRETATION (ZONE 4), Nels Roselund
- <Possible follow-ups>
- Re: Rush work charges, Christopher Wright
- RE: Rush work charges, Paul Crocker
- RE: Rush work charges, Christopher Wright
- Re: ICBO Numbers, Samir Ghosn
- <Possible follow-ups>
- RE: ICBO Numbers, Yousefi, Ben
- RE: ICBO Numbers, James Allen
- RE: ICBO Numbers, Roger Turk
- RE: ICBO Numbers, Lutz, James
- Re: Engineered wood for Tall Wall Studs, Laurence B. Oeth
- <Possible follow-ups>
- Re: Engineered wood for Tall Wall Studs, David Hall
- RE: Engineered wood for Tall Wall Studs, Aaron Burkhardt
- RE: Engineered wood for Tall Wall Studs, Jason Emoto
- <Possible follow-ups>
- Bridge Testing in US, Jelena Bleiziffer
- Bridge Testing in US, Roger Turk
- Re: Bridge Testing in US, Edward Arrington
- RE: Bridge Testing in US, Dinmore, Gary
- Re: Bridge Testing in US,
Calvin Chang
- Re: Bridge Testing in US, Juan C. Gray
- Re: Bridge Testing in US, Calvin Chang
- Re: Wind Turbine Foundations, h . d . richardson
- <Possible follow-ups>
- RE: Wind Turbine Foundations, Nicholas Blackburn
- <Possible follow-ups>
- REF: UBC CODE INTERPRETATION, Vinod Sahni
- Re: UBC CODE INTERPRETATION, Dan Goodrich
- <Possible follow-ups>
- RE: UBC CODE INTERPRETATION,
Cain, William
- Re: UBC CODE INTERPRETATION, Dan Goodrich
- RE: UBC CODE INTERPRETATION, Sherman, William
- RE: Pile/Pier tie beam interpretation, Mike Valley
- Re: lead based paint removal, Michael Zaitz
- RE: lead based paint removal, David I. Ruby, P.E.
- <Possible follow-ups>
- Re: lead based paint removal, r nester
- Re: lead based paint removal, Fariborz Tehrani
- RE: lead based paint removal, Fieberling, Eric
- <Possible follow-ups>
- Re: Tall wall studs, Timberstrand, and Bozos, Ned Waltz
- Fwd: Re: Tall wall studs, Timberstrand, and Bozos, Ned Waltz
- RE: Unbraced Length of Cantilever,
David I. Ruby, P.E.
- Re: Unbraced Length of Cantilever,
M Hariharan/engg
- RE: Unbraced Length of Cantilever, David I. Ruby, P.E.
- Re: Unbraced Length of Cantilever,
M Hariharan/engg
- <Possible follow-ups>
- Re: Unbraced Length of Cantilever, Rick . Drake
- RE: Unbraced Length of Cantilever, Effland, Greg
- <Possible follow-ups>
- Re: Tension Stress Graphs,
Roger Turk
- Re: Tension Stress Graphs, Juan C. Gray
- <Possible follow-ups>
- RE: truss bracing, Khosrownia, Ghassem SPK
- RE: truss bracing, Charlie Carter
- RE: truss bracing,
Stanley_P_Johnson
- Re: truss bracing, Mark D. Baker
- RE: Truss bracing,
Curt LaCount
- Re: Truss bracing, Mark Baker
- RE: Truss bracing, Joseph R. Grill, PE
- Re: Truss bracing, Stanley_P_Johnson
- Re: Turbine generator foundation, M.Nadkarni
- <Possible follow-ups>
- Re: Turbine generator foundation, John MacLean
- <Possible follow-ups>
- RE: SAP Question!, Lutz, James
- RE: SAP Question!, Khosrownia, Ghassem SPK
- RE: copyright, David Fisher
- Re: copyright, Laurence B. Oeth
- <Possible follow-ups>
- RE: copyright, David Hall
- Re: copyright, sscholl2
- RE: copyright, Mark Gilligan
- RE: copyright,
Ray Pixley
- Re: copyright, hans boge
- copyright,
Roger Turk
- Re: copyright, Mark D. Baker
- RE: copyright, Charlie Carter
- RE: copyright,
Christopher Wright
- Re: copyright,
Charley Hamilton
- Re: copyright, Charley Hamilton
- Re: copyright,
Charley Hamilton
- Re: copyright,
Christopher Wright
- Re: copyright,
Charley Hamilton
- Re: copyright, Scott Maxwell
- Re: copyright,
Charley Hamilton
- Re: copyright, Greg Smith
- Re: copyright, Christopher Wright
- <Possible follow-ups>
- Re: Vertical Shafts, Edward Arrington
- RE: Steel column flange damage repair, David I. Ruby, P.E.
- Re: Steel column flange damage repair,
Daniel Luna
- RE: Steel column flange damage repair, David I. Ruby, P.E.
- <Possible follow-ups>
- RE: Steel column flange damage repair, Charlie Carter
- Re: Steel column flange damage repair,
Paul Ransom
- 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.
- Re: Steel column flange damage repair, Paul Ransom
- RE: Steel column flange damage repair,
Charlie Carter
- RE: Steel column flange damage repair, David I. Ruby, P.E.
- Re: Steel column flange damage repair, Oshin Tosounian
- <Possible follow-ups>
- Re: Design Loads For China, chuanming zhang
- Re: Design Loads For China, yaming chen
- Re: Drilled Piers, Scott Maxwell
- Re: Drilled Piers, Chris Lillback
- Re: Drilled Piers, John Riley
- Re: Drilled Piers, Jake Watson
- Re: Drilled Piers, Jake Watson
- <Possible follow-ups>
- RE: Drilled Piers,
Garner, Robert /SD
- Re: Drilled Piers, Mark Baker
- Re: Drilled Piers,
sscholl2
- Re: Drilled Piers, Craig Slama
- Re: Drilled Piers, Roger Turk
- Re: Drilled Piers, Laura Watson
- Drilled Piers, Hartzell, Frank
- Re: Vibro-replacement/stone column, Michael Bryson
- Re: Vibro-replacement/stone column, Jake Watson
- <Possible follow-ups>
- RE: AISC Seismic Provisions, Sherman, William
- RE: AISC Seismic Provisions,
Khosrownia, Ghassem SPK
- LOOKING FOR A BOOK,
Francisco Diego
- Re: LOOKING FOR A BOOK, James Hannah
- RE: LOOKING FOR A BOOK, Francisco Diego
- LOOKING FOR A BOOK,
Francisco Diego
- RE: AISC Seismic Provisions, Charlie Carter
- AISC seismic provisions, gmghaly
- RE: AISC seismic provisions,
Khosrownia, Ghassem SPK
- Re: AISC seismic provisions, mail.osassoc.com
- RE: AISC seismic provisions, Charlie Carter
- <Possible follow-ups>
- 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
- RE: Which way is up? (North arrows), Stanley_P_Johnson
- RE: Which way is up? (North arrows), Garner, Robert /SD
- Re: North On Drawings, Roy Sharif M. Sison
- <Possible follow-ups>
- RE: Mill tests,
Jones, Mark A (Battle Creek)
- Re: Mill tests,
Jason Kilgore
- Re: Mill tests (handrails), Rick Burch
- Re: Mill tests,
Jason Kilgore
- RE: Mill tests, Charlie Carter
- RE: Mill tests, Heath Mitchell
- RE: Mill tests, Charlie Carter
- RE: Mill tests,
Sherman, William
- Re: Mill tests,
Les Rhinehart
- Re: Mill tests, Jason Kilgore
- Re: Handrail, Jim Kestner
- Re: Mill tests, Jason Kilgore
- Re: Mill tests,
Les Rhinehart
- RE: Mill tests, Jones, Mark A (Battle Creek)
- RE: Mill tests, Paul Crocker
- Re: Mill tests, Roger Turk
- <Possible follow-ups>
- Re: Looking for a Book, John MacLean
- <Possible follow-ups>
- RE: Floor Plate Thicknesses??, sharonb
- Re: Floor Plate Thicknesses??, John MacLean
- Re: Handrail, Jim Kestner
- <Possible follow-ups>
- RE: Mill tests - handrail and post criteria, Scott, William N.
- <Possible follow-ups>
- RE: handrail and post criteria, Scott, William N.
- Re: BS5950-Pt1 Sect 4.4.4.2a Thin web Plate Girders, NWB
- <Possible follow-ups>
- RE: BS5950-Pt1 Sect 4.4.4.2a Thin web Plate Girders, Bob Lea
- Re: PPE Exam, Jason Kilgore
- <Possible follow-ups>
- RE: PPE Exam, Hyndman, Keith
- RE: PPE Exam, Paul Crocker
- RE: PPE Exam, Paul Crocker
- Re: Internet Provider,
Bill Polhemus
- RE: Internet Provider, David Fisher
- <Possible follow-ups>
- Re: Internet Provider, Christopher Wright
- Re: ACI Manual of Standard Practice,
Jim Kestner
- Re: ACI Manual of Standard Practice, Glenn W. Strong
- Re: ACI Manual of Standard Practice, frp 2000
- RE: Apartment Building Collapse, Kirk Hodge
- <Possible follow-ups>
- Apartment Building Collapse, Roger Turk
- RE: Apartment Building Collapse,
Mike Murphy
- Re: Apartment Building Collapse, Paul Feather
- RE: Apartment Building Collapse,
Cain, William
- RE: Apartment Building Collapse,
Samir Ghosn
- Re: Apartment Building Collapse, Paul Feather
- Re: Apartment Building Collapse, Craig Slama
- Re: Apartment Building Collapse, Paul Feather
- Re: Apartment Building Collapse, JCohen
- RE: Apartment Building Collapse,
Samir Ghosn
- Re: Apartment Building Collapse, Nels Roselund
- 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: Apartment Building Collapse,
Christopher Wright
- RE: Apartment Building Collapse,
Scott Maxwell
- Re: Apartment Building Collapse, h . d . richardson
- RE: Apartment Building Collapse,
Scott Maxwell
- Re: Apartment Building Collapse, Christopher Wright
- <Possible follow-ups>
- Re: building permits, sscholl2
- <Possible follow-ups>
- RE:about repairing rc strustures by using steel.., Clara P. Lau
- Re: RE:about repairing rc strustures by using steel.., Nels Roselund
- Re: about repairing rc strustures by using steel.., sscholl2
- RE: Seismic design of flatplates, Eric Lehmkuhl
- <Possible follow-ups>
- Re: Seismic design of flatplates, Jason Emoto
- RE: Seismic design of flatplates, Paul Crocker
- RE: Seismic design of flatplates, Einar Einarsson
- FW: Seismic design of flatplates, T. Eric Gillham PE
- RE: Seismic design of flatplates, Einar Einarsson
- <Possible follow-ups>
- FW: definition,
T. Eric Gillham PE
- Re: definition, Alden Manipula
- Re: definition, Roger Turk
- FW: definition, T. Eric Gillham PE
- <Possible follow-ups>
- RE: Anchor Bolts Design, Charlie Carter
- RE: FEMA Prestandards, Bob Shaw
- <Possible follow-ups>
- RE: FEMA Prestandards,
Khosrownia, Ghassem SPK
- Re: FEMA Prestandards, Javier Encinas
- Re: FEMA Prestandards,
Peter Lam
- Re: FEMA Prestandards, frp 2000
- <Possible follow-ups>
- Re: Bent Bolts or Threaded Round Stock, Nels Roselund
- RE: Bent Bolts or Threaded Round Stock,
Charlie Carter
- Floor plate question, Rick Burch
- Re: "Read Only" AutoCad files, Bill Polhemus
- Re: "Read Only" AutoCad files, Jake Watson
- <Possible follow-ups>
- Re: "Read Only" AutoCad files, Christopher Wright
- Re: "Read Only" AutoCad files,
Gerard Madden
- Re: "Read Only" AutoCad files, Scott Maxwell
- RE: "Read Only" AutoCad files, David Carr
- Re: "Read Only" AutoCad files,
merrick group
- Re: "Read Only" AutoCad files, Sam Chang
- Re: "Read Only" AutoCad files, Peeran S
- Re: "Read Only" AutoCad files,
Gerard Madden
- Re: "Read Only" AutoCad files, Scott Maxwell
- Re: "Read Only" AutoCad files, Monty Hart
- Re: "Read Only" AutoCad files, Peeran S
- Re: "Read Only" AutoCad files, Gerard Madden
- Re: "Read Only" AutoCad files, Peeran S
- Re: "Read Only" AutoCad files, Gerard Madden
- Re: "Read Only" AutoCad files, Gerard Madden
- Re: "Read Only" AutoCad files, Christopher Wright
- Re: "Read Only" AutoCad files,
Stanley_P_Johnson
- Re: "Read Only" AutoCad files, James Inch
- Re: "Read Only" AutoCad files, Peeran S
- Re: Dynamic drift calculations (1998 CBC/1997 UBC), Jake Watson
- <Possible follow-ups>
- RE: Dynamic drift calculations (1998 CBC/1997 UBC),
croper
- RE: Dynamic drift calculations (1998 CBC/1997 UBC), Mike Valley
- RE: Dynamic drift calculations (1998 CBC/1997 UBC),
Jason Emoto
- Re: Dynamic drift calculations (1998 CBC/1997 UBC), Paul Feather
- Re: Dynamic drift calculations (1998 CBC/1997 UBC), Jason Emoto
- <Possible follow-ups>
- RE: Concrete Cracks., Dave Adams
- RE: Concrete Cracks., npitera
- RE: Concrete Cracks., Silva John (sj)
- Re: Salary, Jason Kilgore
- <Possible follow-ups>
- RE: Salary, Mark Pemberton
- Re: Salary,
sscholl2
- RE: Salary, David Fisher
- RE: Salary, sharonb
- Salary, desi . kiss
- <Possible follow-ups>
- RE: Seismic Bracing for Pipe Risers -- 1965,
Rogers, Robert
- Re: Seismic Bracing for Pipe Risers -- 1965, Drew A. Norman, SE
- <Possible follow-ups>
- RE: Orange county Salary, sharonb
- <Possible follow-ups>
- Re: LRFD and the "Special Seismic Load Combos", Gerard Madden
- <Possible follow-ups>
- Re: "Conversion of Raster image to vectors for autocad??", Arvind Salecha
- Re: "Conversion of Raster image to vectors for autocad??", Peeran S
- <Possible follow-ups>
- RE: FEMA NEHRP Program Vacancy Announcement, Sid Danandeh
- <Possible follow-ups>
- Re: I need property calculator,
Abe Knapp
- Re: I need property calculator,
Bill Polhemus
- Re: I need property calculator, Peter McCormack
- Re: I need property calculator,
Bill Polhemus
- Re: bridge testing in us/, j.n.sigalas
- Re: Engineering service, Paul Feather
- Re: Engineering service, Dan Goodrich
- Re: Engineering service, Chris Lillback
- Re: Engineering service, Drew A. Norman, SE
- Re: Engineering service, Jeff Coronado
- <Possible follow-ups>
- RE: Engineering service, Lutz, James
- Re: Engineering service, sscholl2
- Re: Engineering service, S. A. Masroor
- Re: Attachment to existing water tower, Craig Slama
- <Possible follow-ups>
- RE: Attachment to existing water tower, Hyndman, Keith
- RE: Attachment to existing water tower, Hyndman, Keith
- Re: Weld Fractures, Davis Parsons
- Re: Weld Fractures, Bill Polhemus
- RE: masonry infill walls( hey David Chang), Scott Maxwell
- <Possible follow-ups>
- Re: masonry infill walls( hey David Chang), Nels Roselund
- <Possible follow-ups>
- RE: Weld Fractures (refrain),
Sprague, Harold O.
- Re: Weld Fractures (refrain), Bill Polhemus
- RE: Weld Fractures (refrain), Sprague, Harold O.
- <Possible follow-ups>
- Re: Seismic Load on Residence, Nels Roselund
- Re: Seismic & Wind zones in Mexico, Paul Feather
- <Possible follow-ups>
- RE: Seismic & Wind zones in Mexico, Tom . Hunt
- Re: "Crack" the CMOS System password??, Peter McCormack
- Re: "Crack" the CMOS System password??, Les Rhinehart
- <Possible follow-ups>
- "Crack" the CMOS System password??,
Roger Turk
- Re: "Crack" the CMOS System password??, Les Rhinehart
- Re: "Crack" the CMOS System password??,
Roger Turk
- Re: "Crack" the CMOS System password??, Les Rhinehart
- FW: "Crack" the CMOS System password??, Gunnar Hafsteinn Isleifsson
- Re: "Crack" the CMOS System password??, Roger Turk
- Re: "Crack" the CMOS System password??, Peeran S
- <Possible follow-ups>
- RE: SCBF question, Charlie Carter
- Re: SCBF question, Mlcse
- RE: SCBF question, Mark Pemberton
- FW: SCBF question, Mark Pemberton
- FW: SCBF question, Mark Pemberton
- Re: LOOKING FOR AN E-MAIL, h . d . richardson
- <Possible follow-ups>
- RE: LOOKING FOR AN E-MAIL, George Richards, P.E.
- Re: ASCE7-98 Wind Loads for Cladding,
Bill Polhemus
- Re: ASCE7-98 Wind Loads for Cladding, Rick Burch
- Re: Coordinate Geometry Software, Patrick Rodgers
- <Possible follow-ups>
- Re: Compressive Strength of Mortar, Nels Roselund
- Re:Compressive Strength of Mortar, Nels Roselund
- Re: Specifying Glulam Combinations, Dan Goodrich
- RE: Specifying Glulam Combinations,
Scott Bernard
- RE: Specifying Glulam Combinations,
Peter McCormack
- Re: Specifying Glulam Combinations, Drew Morris
- RE: Specifying Glulam Combinations,
Peter McCormack
- RE: Specifying Glulam Combinations, Roger Davis
- <Possible follow-ups>
- Re: Specifying Glulam Combinations, Randy Vogelgesang
- <Possible follow-ups>
- Re: Masonry Fence,
Rick . Drake
- Re: Masonry Fence, Larry Hauer
- RE: QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, jwhitty
- <Possible follow-ups>
- Re: QUERY: Do You Use Adobe Acrobat To Create Calculation Documents?, Fariborz Tehrani
- RE: Christmas,
Vlad
- Re: Christmas,
Bill Polhemus
- RE: Christmas, Vlad
- Re: Christmas,
Bill Polhemus
- Have a Nice Christmas,
camil canura
- Re: Have a Nice Christmas, Daniel Singgih Rusdy
- Re: Christmas, rsms
- <Possible follow-ups>
- RE: Composite Design Selection Tables stop at W12x30?, Dinmore, Gary
- RE: Composite Design Selection Tables stop at W12x30?, Charlie Carter
- RE: Composite Design Selection Tables stop at W12x30?, Mark Pemberton
- Re: ""Is there any option to print the directory structure""??, Bruce Pooley
- <Possible follow-ups>
- ""Is there any option to print the directory structure""??, Tom . Hunt
- RE: ""Is there any option to print the directory structure""??, Truckenbrod, Jason
- <Possible follow-ups>
- Re: ""Is there any option to print the direc, Greg Smith
- Re: Merry Christmas,
cmendoza
- Re: Merry Christmas, Daniel Singgih Rusdy
- RE: Merry Christmas, Atenogenes Beleño Perez
- <Possible follow-ups>
- Re: Merry Christmas, MIR MAHBOOB HUSSAIN
- Re: Merry Christmas,
MIR MAHBOOB HUSSAIN
- VIRUS FROM MIR MAHBOOB HUSSAIN, Bob Shaw
- Re: Santa Claus seen by an engineer, frp 2000
- Re: Eid Mubarak, M.S. Genidy
- <Possible follow-ups>
- RE: Structural Observation, croper
- Re: Structural Observation, sscholl2
- <Possible follow-ups>
- Re: Ledger, SDGSE
- Re: Ledger, sscholl2
- RE: Ledger, Paul Crocker
- <Possible follow-ups>
- Re: Concrete Pipe, Edward Arrington
- RE: Concrete Pipe, Lutz, James
- RE: Design of Top Plates, Mark Trimble
- RE: Design of Top Plates, Simon Solorio
- Re: Design of Top Plates, Jeff Coronado
- <Possible follow-ups>
- Re: Design of Top Plates, Nels Roselund
- RE: Design of Top Plates, Oshin Tosounian
- RE: Design of Top Plates,
Speck, Todd M
- Re: Design of Top Plates, Dan Goodrich
- RE: Design of Top Plates, Speck, Todd M
- RE: Design of Top Plates,
Ed . Haninger
- Re: Design of Top Plates, Chris TSE
- RE: Design of Top Plates, Structuralist
- RE: Design of Top Plates, Mark Pemberton
- RE: Design of Top Plates, Structuralist
- <Possible follow-ups>
- RE: bridge crane runway beams,
Sherman, William
- RE: bridge crane runway beams, David I. Ruby, P.E.
- <Possible follow-ups>
- Re: Videos of Hoan Bridge Demolition, c2
- <Possible follow-ups>
- Re: curve steel beams, sscholl2
- RE: curve steel beams, Francisco Duarte
- RE: curve steel beams, Alfonso S Quilala
- <Possible follow-ups>
- Re: Stair Ledger, Nels Roselund
- <Possible follow-ups>
- Re: Elliptical Culvert Bridge,
sscholl2
- Re: Elliptical Culvert Bridge, Bill Polhemus
- Re: Elliptical Culvert Bridge, PEC - Lake City
- RE: Elliptical Culvert Bridge, Tilly, Ken
- Re: Concrete forms for Houses, Domenic DeAngelo
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