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SEAINT Mail Archive 2006 (Jan-Mar)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

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

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

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Messages: 2595

Sun Jan 01 05:48:57 GMT 2006

• Re: Details, Paul Ransom
• Re: SI Metric, Paul Ransom
• Re: Column Design, Paul Ransom
• Re: SI Metric, Christopher Wright
• Re: SI Metric, Paul Ransom
• Re: SI Metric, Scott Maxwell
• Re: SI Metric, Christopher Wright
• Booked a tour of the Skywalk?, Neil Moore
• RE: Booked a tour of the Skywalk?, Bill Allen
• RE: Booked a tour of the Skywalk?, Neil Moore

Mon Jan 02 00:19:37 GMT 2006

• Re: Booked a tour of the Skywalk?, Christopher Wright
• METRICS AND OTHER DELIGHTS, ASC
• Re: Details, Gary Hodgson & Associates
• Re: METRICS AND OTHER DELIGHTS, Christopher Wright
• RE: AISC Steel Spec Combine forces question, Jason Christensen
• Re: METRICS AND OTHER DELIGHTS, S. Gordin
• RE: Details, dave lowen
• Re: METRICS AND OTHER DELIGHTS, Richard Hess
• Re: METRICS AND OTHER DELIGHTS, Christopher Wright
• Re: SI metric, Paul Ransom
• Re: SI Metric, Paul Ransom

Tue Jan 03 04:40:30 GMT 2006

• Re: SI metric, Christopher Wright
• Re: Details, Gary Hodgson & Associates
• RE: Details, Gary Hodgson & Associates
• RE: Details, Gary Hodgson & Associates
• spectral response acceleration definition, Bruce Holcomb
• Re: Details, Gale45man
• Motherboards, Avicpeng
• RE: Details, Harold Sprague
• RE: Motherboards, Polhemus, Bill
• Rink roof collapse in Germany, David Topete
• RE: Rink roof collapse in Germany, Sharon
• Re: Motherboards, Avicpeng
• Structural Plan Review Question, Chuck Hanson
• I just passed the PE Exam on the 9th try., Auge, Ken
• Re: Rink roof collapse in Germany, Jordan Truesdell, PE
• Re: Motherboards, chuck utzman
• RE: Structural Plan Review Question, Haan, Scott M POA
• RE: I just passed the PE Exam on the 9th try., Gerard Madden, SE
• Re: I just passed the PE Exam on the 9th try., Paul Feather
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Haan, Scott M POA

Wed Jan 04 00:14:21 GMT 2006

• Re: Rink roof collapse in Germany, S. Gordin
• Re: I just passed the PE Exam on the 9th try., Padmanabhan Rajendran
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Padmanabhan Rajendran
• Re: I just passed the PE Exam on the 9th try., Joseph Grill
• Re: I just passed the PE Exam on the 9th try., Anantha Narayan C.K.
• RE: I just passed the PE Exam on the 9th try., Carlos Avila
• RE: spectral response acceleration definition, daneshvar.ahmad
• RE: I just passed the PE Exam on the 9th try., M. David Finley, P.E., P.A.
• RE: I just passed the PE Exam on the 9th try., Nuttall, Davin J.
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Foy, Warren
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• Re: Wood floor beam shear connection, AWC Info
• Elevator Sump Pit, Rich Lewis
• RE: Elevator Sump Pit, Mike Jones
• RE: Elevator Sump Pit, Collier, Randy
• lrfd, Mark D. Baker
• RE: I just passed the PE Exam on the 9th try., Candi Anderson
• RE: I just passed the PE Exam on the 9th try., Sharon
• RE: I just passed the PE Exam on the 9th try., Ed . Haninger
• Our new program interface, Freeman Tang
• RE: Structural Plan Review Question, Kevin Elbury
• RE: Our new program interface, Polhemus, Bill
• RE: lrfd, Polhemus, Bill
• RE: I just passed the PE Exam on the 9th try., Polhemus, Bill
• Fiber Reinforced Masonry Grout, Christopher Haffner
• Re: I just passed the PE Exam on the 9th try., Ashraf Manjappara
• RE: Fiber Reinforced Masonry Grout, Garner, Robert
• RE: spectral response acceleration definition, David Adie
• Baja Eathquake, Sharon
• RE: Fiber Reinforced Masonry Grout, Harold Sprague
• Re: Fiber Reinforced Masonry Grout, bcainse
• RE: Structural Plan Review Question, Stuart, Matthew
• Old Glu-Lam Combinations, AWC Info
• Re: Fiber Reinforced Masonry Grout, David Topete
• RE: Our new program interface, Freeman Tang
• Re: Fiber Reinforced Masonry Grout, David Topete
• RE: Fiber Reinforced Masonry Grout, Polhemus, Bill
• RE: Our new program interface, Polhemus, Bill
• RE: Structural Plan Review Question, Kevin Elbury
• Re: Fiber Reinforced Masonry Grout, David Topete
• Re: Structural Plan Review Question, bcainse

Thu Jan 05 00:01:17 GMT 2006

• Re: Fiber Reinforced Masonry Grout, bcainse
• Re: Fiber Reinforced Masonry Grout, Scott Maxwell
• Re: Elevator Sump Pit, Daryl Richardson
• Re: Fiber Reinforced Masonry Grout, David Topete
• RE: Structural Plan Review Question, Kevin Elbury
• PE Comity/Reciprocity?, Auge, Ken
• Re: PE Comity/Reciprocity?, Paul Feather
• "The Eyes Of Texas...", Polhemus, Bill
• Re: Elevator Sump Pit, Mark Gilligan
• Stirrups in Footings, Gary Hodgson & Associates
• Concrete plank - weld plates, hadiprawira djohan
• RE: Stirrups in Footings, Rich Lewis
• RE: Concrete plank - weld plates, Kestner, James W.
• RE: Concrete plank - weld plates, Kevin Below
• Re: "The Eyes Of Texas...", Gary Grinstead
• RE: Fiber Reinforced Masonry Grout, Christopher Haffner
• RE: Concrete plank - weld plates, Kestner, James W.
• RE: Stirrups in Footings, Kevin Below
• RE: Concrete plank - weld plates, Kestner, James W.
• RE: Elevator Sump Pit, Haan, Scott M POA
• Re: "The Eyes Of Texas...", David Topete
• Usage of STAR section, Bhavin Shah
• RE: Stirrups in Footings, Roger Davis
• RE: Usage of STAR section, Kestner, James W.
• Re: Usage of STAR section, Christopher Wright
• Re: Stirrups in Footings, Stanley E Scholl
• RE: Stirrups in Footings, Padmanabhan Rajendran
• Re: "The Eyes Of Texas...", bcainse
• RE: PE Comity/Reciprocity?, Caldwell, Stan
• RE: "The Eyes Of Texas...", Mark E. Deardorff
• RE: "The Eyes Of Texas...", Caldwell, Stan
• Re: FW: "The Eyes Of Texas...", Timothy Allison
• "The Heart of Texas..." was RE: "The Eyes Of Texas...", Haan, Scott M POA
• State DOT research archives?, Jay Shilstone
• RE: "The Eyes Of Texas...", Scott Maxwell
• Re: "The Eyes Of Texas...", Scott Maxwell
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Stuart, Matthew
• OT: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Caldwell, Stan
• RE: "The Eyes Of Texas...", David Maynard
• RE: "The Eyes Of Texas..." & Read Receipt, David Maynard
• RE: "The Eyes Of Texas...", Scott Maxwell
• RE: "The Eyes Of Texas...", Bill Allen
• Lone Star, Walter Devore

Fri Jan 06 00:11:05 GMT 2006

• RE: "The Eyes Of Texas...", Ed . Haninger
• RE: Elevator Sump Pit, Kevin Polin
• RE: "The Eyes Of Texas...", Tom . Hunt
• RE: Elevator Sump Pit, Haan, Scott M POA
• Staad Report, Santhosh Kumar Yedidi
• RE: "The Eyes Of Texas...", Gary Hodgson & Associates
• RE: Staad Report, John Whitty
• Re: Staad Report, Padmanabhan Rajendran
• RE: "The Eyes Of Texas...", Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• RE: "The Eyes Of Texas...", Scott Maxwell
• RE: "The Eyes Of Texas...", Scott Maxwell
• RE: Staad Report, Tom . Hunt
• RE: Staad Report, Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Stuart, Matthew
• RE: "The Eyes Of Texas...", Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Neil Moore
• RE: "The Eyes Of Texas...", Joe Grill
• RE: "The Eyes Of Texas...", Mike Jones
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• RE: "The Eyes Of Texas...", Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Neil Moore
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Joe Grill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Neil Moore
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Neil Moore
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• Re: Structural Plan Review Question, Huffman, Sharlie TRAN:EX
• Re: Structural Plan Review Question, Huffman, Sharlie TRAN:EX
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Neil Moore
• Recognizing a stroke, TJ Fu
• RE: Recognizing a stroke, Polhemus, Bill
• RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
• Stran-steel, Lucas Jolly
• RE: spectral response acceleration definition, Sherman, William
• Re: Recognizing a stroke, bcainse
• RE: Recognizing a stroke, Polhemus, Bill
• Re: Floor Plate Load Tables, David Topete
• Floor Plate Load Tables, David Maynard
• Re: Floor Plate Load Tables, Paul Feather

Sat Jan 07 00:55:55 GMT 2006

• Re: Floor Plate Load Tables, bcainse
• Structural concrete chimney, Junata
• Re: Staad Report, Santhosh Kumar Yedidi
• Re: Staad Report, G Vishwanath
• Re: Structural concrete chimney, Scott Maxwell
• Re: Structural concrete chimney, Gary Hodgson & Associates
• Corroded Reinforcement, Johnenader
• Re: Structural concrete chimney, Neil Moore
• RE: Concrete plank - weld plates, Sherman, William
• RE: Motherboards, Jake Watson
• RE: State DOT research archives?, Kevin Polin
• Re: Structural concrete chimney, Daryl Richardson
• Re: Motherboards, Avicpeng
• Re: Stran-steel, Robert Kazanjy
• Re: Corroded Reinforcement, Robert Kazanjy
• Re: Corroded Reinforcement, Scott Maxwell

Sun Jan 08 01:36:04 GMT 2006

• RE: Corroded Reinforcement, Nels Roselund
• Re: Staad Report, Ritesh Patel
• Machine foundation-dynamic force, Ritesh Patel
• Re: Structural concrete chimney, Neil Moore

Mon Jan 09 02:05:05 GMT 2006

• Flexible Cantilevered Diaphragm?, Will Haynes
• Hilti Profis Anchor Design Software & Seminar, Szuchuan Chang
• Composite Decking panels, G Vishwanath
• re: Vibrating machine, ASC
• Beam design, Santhosh Kumar Yedidi
• Re: Beam design, Padmanabhan Rajendran
• RE: Concrete plank - weld plates, Kestner, James W.
• Floor Plate Load Tables, Tom . Hunt
• RE: Flexible Cantilevered Diaphragm?, Polhemus, Bill
• Re: Beam design, David Topete
• Glu-Lam "Bents" --> Church Sanctuary, Polhemus, Bill
• RE: Glu-Lam "Bents" --> Church Sanctuary, Nels Roselund
• RE: Hilti Profis Anchor Design Software & Seminar, Eli Grassley
• RE: Glu-Lam "Bents" --> Church Sanctuary, Nuttall, Davin J.
• RE: Glu-Lam "Bents" --> Church Sanctuary, Kestner, James W.
• Floor Plate Load Tables, Ed . Haninger
• RE: Staad Report, Ed . Haninger
• Re: Beam design, rizmirza
• RE: Beam design, Gerard Madden, SE
• RE: Glu-Lam "Bents" --> Church Sanctuary, Tom . Hunt
• RE: Glu-Lam "Bents" --> Church Sanctuary, Ed . Haninger
• Re: Glu-Lam "Bents" --> Church Sanctuary, bcainse
• RE: Glu-Lam "Bents" --> Church Sanctuary, Gerard Madden, SE
• RE: Beam design, David Fisher
• Re: Vibrating machine, Bhavin Shah
• Re: Hilti Profis Anchor Design Software & Seminar, Szuchuan Chang
• Re: Usage of STAR section, Bhavin Shah
• RE: Glu-Lam "Bents" --> Church Sanctuary, Polhemus, Bill
• RE: Usage of STAR section, Bill Allen
• RE: Usage of STAR section, Garner, Robert
• RE: Usage of STAR section, Mike Jones
• RE: Usage of STAR section, Kestner, James W.
• Re: Glu-Lam "Bents" --> Church Sanctuary, Daryl Richardson
• Florida Building Code - Additions to Existing Bldgs, M. David Finley, P.E., P.A.
• RE: Coating Steel in Dirt (Was: Usage of STAR section), Bill Allen
• RE: Florida Building Code - Additions to Existing Bldgs, Polhemus, Bill
• Wind Exposure, Ed Tornberg
• RE: Wind Exposure, Gerard Madden, SE
• RE: Wind Exposure, Polhemus, Bill
• Re: Wind Exposure, Tarek Mokhtar
• RE: Florida Building Code - Additions to Existing Bldgs, pjspe
• RE: Wind Exposure, Mark E. Deardorff
• RE: Wind Exposure, Polhemus, Bill
• Re: Wind Exposure, S. Gordin
• Re: Wind Exposure, bcainse
• Re: Wind Exposure, Gary Grinstead
• Re: Wind Exposure, Paul Feather
• RE: Wind Exposure, Mark E. Deardorff
• Re: Wind Exposure, S. Gordin
• Follow UP Article- SF Residential High Rise Build. Dept, Gerard Madden, SE

Tue Jan 10 01:05:35 GMT 2006

• Fw: Wind Exposure, Curt and Robin La Count
• Re: Beam design, Santhosh Kumar Yedidi
• Re: Beam design, Santhosh Kumar Yedidi
• Re: Beam design, Santhosh Kumar Yedidi
• Re: Beam design, bcainse
• Elevator shaft, edward li
• RE: Usage of STAR section, Gary Hodgson & Associates
• Partially Tapered Column Analysis, Brian S Bossley
• RE: Beam design, Sherman, William
• RE: Elevator shaft, Mark E. Deardorff
• RE: Glu-Lam "Bents" --> Church Sanctuary, Harold Sprague
• RE: Composite Decking panels, Harold Sprague
• RE: Composite Decking panels, Stuart, Matthew
• Re: Vibrating machine, Ritesh Patel
• Re: Usage of STAR section, Ritesh Patel
• Re: Beam design, Padmanabhan Rajendran
• RE: AISC Steel Spec Combine forces question, Carter, Charlie
• Re: AISC Steel Spec Combine forces question, Szuchuan Chang
• Shear Wall design in ETABS, Anantha Narayan C.K.
• Re: Shear Wall design in ETABS, Daryl Richardson
• Re: Beam design, TJ Fu
• RE: Composite Decking panels, Harold Sprague
• RE: Flexible Cantilevered Diaphragm?, Will Haynes
• Desktop Search, Neil Moore
• Bolt force in round column, Rich Lewis
• RE: Desktop Search, Jeremy White
• Re: Beam design, Scott Maxwell

Wed Jan 11 00:11:20 GMT 2006

• Local Axes-Risa 3D, Joe Grill
• RE: Bolt force in round column, Garner, Robert
• Re: Local Axes-Risa 3D, Gary Grinstead
• RE: Macintel [was Microsoft Word format screw-up---Help!], Scott E. Maxwell
• Re: Local Axes-Risa 3D, Joseph Grill
• Re: Local Axes-Risa 3D, CanitzCF
• Re: Bolt force in round column, Daryl Richardson
• Re: Local Axes-Risa 3D, Joseph Grill
• Re: Local Axes-Risa 3D, Gary Grinstead
• Re: bolt force, round column., ASC
• RE: Bolt force in round column, Stuart, Matthew
• Re: Below Grade Connection, Was Usage of STAR section, Jim Getaz
• RE: Bolt force in round column, M. David Finley, P.E., P.A.
• RE: Local Axes-Risa 3D, Joe Grill
• RE: Beam design, Martin Li
• Below Grade Connection - Epilogue, Bill Allen
• Re: Desktop Search, James Cohen
• The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Sharon
• Re: Desktop Search, Ed . Haninger
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Rich Lewis
• plywood diaphragm restrained fdn wall, Joe Grill
• Re: Desktop Search, Neil Moore
• RE: Beam design, Scott Maxwell
• Re: Desktop Search, Scott Maxwell
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Pankaj Gupta
• Any Opinions? - Eng-Tips Forum, Jeremy White
• RE: Desktop Search, Mike Jones
• Re: Shear Wall design in ETABS, Paul Feather
• RE: Bolt force in round column, Bill Allen
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Stuart, Matthew
• RE: Desktop Search, Jeremy White
• Cold Weather, John L. Smart
• Re: Shear Wall design in ETABS, Scott Maxwell
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Scott Maxwell
• RE: plywood diaphragm restrained fdn wall, Bill Allen
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Joe Grill
• RE: Bolt force in round column, Garner, Robert
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), S. Gordin
• Cold Weather, Ed . Haninger
• RE: plywood diaphragm restrained fdn wall, Neil Moore
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), S. Gordin
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• Cold Weather french drains, Robert Freeman
• Re: plywood diaphragm restrained fdn wall, S. Gordin
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), S. Gordin
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• Re: Macintel [was Microsoft Word format screw-up---Help!], Christopher Wright
• Re: plywood diaphragm restrained fdn wall, Jim Wilson
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), smaxwell
• Re: Macintel [was Microsoft Word format screw-up---Help!], smaxwell
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Gary Grinstead
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• RE: plywood diaphragm restrained fdn wall, Joe Grill
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Tom . Hunt
• 5/16 Fillet Weld, dave lowen
• Re: Desktop Search, Tom . Hunt
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Sharon
• RE: Bolt force in round column, Rich Lewis
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Scott Maxwell
• RE: Desktop Search, Mark Johnson
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), BPCE
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Aswin Rangaswamy
• Re: Any Opinions? - Eng-Tips Forum, Neil Moore
• RE: 5/16 Fillet Weld, Bill Allen
• RE: Beam design, Mark Johnson
• RE: 5/16 Fillet Weld, Neil Moore
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Gautam Manandhar
• RE: I just passed the PE Exam on the 9th try., Rand W Holtham
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Sharon

Thu Jan 12 00:05:04 GMT 2006

• Above-Ground Concrete Storage Tank for High-Temp Service, Polhemus, Bill
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• RE: plywood diaphragm restrained fdn wall, Bill Allen
• Re: Desktop Search, Gautam Manandhar
• RE: plywood diaphragm restrained fdn wall, Joe Grill
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Daryl Richardson
• RE: plywood diaphragm restrained fdn wall, Neil Moore
• RE: 5/16 Fillet Weld, Bill Allen
• AWS D1.1 v. ASME IX - WPS and PQR, Gale45man
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Will Haynes
• RE: 5/16 Fillet Weld, dave lowen
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Scott Maxwell
• RE: 5/16 Fillet Weld, dave lowen
• Re: Desktop Search, Scott Maxwell
• RE: Beam design, Martin Li
• Concrete Fire protection, Paul Feather
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Kevin Polin
• RE: AWS D1.1 v. ASME IX - WPS and PQR, Kevin Polin
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Bill Allen
• Re: The Most Ridiculous Item of the Day, BPCE
• Re: 5/16 Fillet Weld, Mlcse
• Re: Concrete Fire protection, Daryl Richardson
• Re: 5/16 Fillet Weld, Joseph Grill
• Cold Weather, Tom . Hunt
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), bcainse
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Scott Maxwell
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), David Fisher
• Re: Valuable Lesson - was: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Daryl Richardson
• RE: Cold Weather, Harold Sprague
• RE: Above-Ground Concrete Storage Tank for High-Temp Service, Harold Sprague
• RE: 5/16 Fillet Weld, Harold Sprague
• Re: Valuable Lesson - was: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Scott Maxwell
• Re: AWS D1.1 v. ASME IX - WPS and PQR, Christopher Wright
• RE: Concrete Fire protection, David Fisher
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Gary Hodgson & Associates
• Re: Any Opinions? - Eng-Tips Forum, Gary Hodgson & Associates
• Re: Any Opinions? - Eng-Tips Forum, Jim Wilson
• RE: 5/16 Fillet Weld, Jim Wilson
• RE: Any Opinions? - Eng-Tips Forum, Jeremy White
• RE: Bolt force in round column, TJ Fu
• Kuwait Design Practices, Jake Watson
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Kestner, James W.
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Sherman, William
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Polhemus, Bill
• RE: Any Opinions? - Eng-Tips Forum, Garner, Robert
• Double Nuts on Anchor Rods, Ken Peoples
• RE: Any Opinions? - Eng-Tips Forum, Polhemus, Bill
• RE: Any Opinions? - Eng-Tips Forum, Jeremy White
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Gary Grinstead
• Re: Macintel [was Microsoft Word format screw-up---Help!], Paul Ransom
• Re: AWS D1.1 v. ASME IX - WPS and PQR, Paul Ransom
• Re: Partially Tapered Column Analysis, Paul Ransom
• RE: Double Nuts on Anchor Rods, Polhemus, Bill
• RE: Concrete Fire protection, Ben Yousefi
• RE: Any Opinions? - Eng-Tips Forum, Kevin Polin
• RE: AWS D1.1 v. ASME IX - WPS and PQR, Sherman, William
• RE: Partially Tapered Column Analysis (CODE CHECK), Brian S Bossley
• RE: AWS D1.1 v. ASME IX - WPS and PQR, Polhemus, Bill
• RE: Concrete Fire protection, Tom . Hunt
• Re: Double Nuts on Anchor Rods, Tom . Hunt
• RE: Any Opinions? - Eng-Tips Forum, Gerard Madden, SE
• Re: AWS D1.1 v. ASME IX - WPS and PQR, S. Gordin
• Re: Concrete Fire protection, Paul Feather
• Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Daryl Richardson
• RE: AWS D1.1 v. ASME IX - WPS and PQR, Garner, Robert
• RE: Concrete Fire protection, Ed . Haninger
• RE: Any Opinions? - Eng-Tips Forum, Jeremy White
• Re: Double Nuts on Anchor Rods, S. Gordin
• Re: Valuable Lesson - was: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Daryl Richardson
• Re: Concrete Fire protection, Scott Maxwell
• Dapped Bearing - Prestressed Double Tee, Glen Underwood
• RE: Any Opinions? - Eng-Tips Forum, Scott Maxwell
• RE: Concrete Fire protection, Ben Yousefi
• Folding Plate, Michael Hemstad
• Re: Any Opinions? - Eng-Tips Forum, sea
• Ever Wished You Worked in Hawaii, Jeremy White
• Re: Double Nuts on Anchor Rods, Tom . Hunt
• RE: Concrete Fire protection, Ed . Haninger
• RE: Concrete Fire protection, Tom . Hunt
• Re: Any Opinions? - Eng-Tips Forum, S. Gordin
• RE: Concrete Fire protection, Keith Pabst
• RE: Any Opinions? - Eng-Tips Forum, David Topete
• Any Opinions? - Eng-Tips Forum, sea
• RE: Any Opinions? - Eng-Tips Forum, Polhemus, Bill
• RE: Any Opinions? - Eng-Tips Forum, Joe Grill
• RE: Any Opinions? - Eng-Tips Forum, Polhemus, Bill
• RE: Concrete Fire protection, Polhemus, Bill
• Re: Double Nuts on Anchor Rods, S. Gordin
• Re: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, Aswin Rangaswamy
• Return Receipts, Tom . Hunt
• RE: Ever Wished You Worked in Hawaii, Eric Ober
• Simplified Concrete Paving 101, Rich Lewis
• Re: Concrete Fire protection, Paul Feather
• Re: Below Grade Connection - Epilogue, Jim Getaz
• RE: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, David Adie
• RE: Ever Wished You Worked in Hawaii, Garner, Robert
• Re: Concrete Fire protection, Scott Maxwell
• RE: Ever Wished You Worked in Hawaii, Scott Maxwell
• Re: Return Receipts, Scott Maxwell
• Equipment support design, Casey K. Hemmatyar

Fri Jan 13 00:00:47 GMT 2006

• X Bracing for Metal Buildings, Chance, Acie
• RE: Equipment support design, Ben Yousefi
• Re: bolt force, round column., ggg
• Re: Equipment support design, Casey K. Hemmatyar
• RE: Equipment support design, Scott, William N.
• Re: Simplified Concrete Paving 101, S. Gordin
• Re: Equipment support design, S. Gordin
• RE: Folding Plate, dave lowen
• RE: AWS D1.1 v. ASME IX - WPS and PQR, David Topete
• RE: X Bracing for Metal Buildings, Stuart, Matthew
• RE: Equipment support design, Freeman Tang
• Propped cantilever foundations was RE: plywood diaphragm restrained fdn wall, Jim Wilson
• RE: Any Opinions? - Eng-Tips Forum, Randall Moore PE SE
• RE: Simplified Concrete Paving 101, Stuart, Matthew
• Re: AWS D1.1 v. ASME IX - WPS and PQR, Gary Hodgson & Associates
• Re: Dapped Bearing - Prestressed Double Tee, Jim Getaz
• RE: Return Receipts, Keith Pabst
• RE: Equipment support design, Tom . Hunt
• Re: X Bracing for Metal Buildings, Paul Ransom
• Re: Any Opinions? - Eng-Tips Forum, Paul Ransom
• FOS for von-Mises stress criteria, Arun Sarkar
• RE: X Bracing for Metal Buildings, Stuart, Matthew
• RE: FOS for von-Mises stress criteria, Chance, Acie
• Re: Double Nuts on Anchor Rods, Tom . Hunt
• RE: FOS for von-Mises stress criteria, Foy, Warren
• Re: Return Receipts, Mark Johnson
• Re: Return Receipts, Tom . Hunt
• RE: Double Nuts on Anchor Rods, Harold Sprague
• Re: bolt force, round column, Mark Johnson
• Re: Double Nuts on Anchor Rods, Neil Moore
• RE: Double Nuts on Anchor Rods, Roger Davis
• Special Inspection and the IBC, Kipp Martin
• RE: Double Nuts on Anchor Rods - Leveling base plates, Lloyd Pack
• Re: Special Inspection and the IBC, Tom . Hunt
• RE: Equipment support design, Ed . Haninger
• The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly) - Epilogue, Bill Allen
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly) - Epilogue, Foy, Warren
• RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly) - Epilogue, Tom . Hunt
• Re: FOS for von-Mises stress criteria, Christopher Wright
• Large pipe column, Rich Lewis
• RE: FOS for von-Mises stress criteria, Stuart, Matthew
• Re: bolt force, round column., Harold Sprague
• RE: Special Inspection and the IBC, Harold Sprague
• RE: Double Nuts on Anchor Rods, Harold Sprague
• RE: Double Nuts on Anchor Rods - Leveling base plates, Harold Sprague
• RE: X Bracing for Metal Buildings, Harold Sprague
• RE: X Bracing for Metal Buildings, Chance, Acie
• RE: AWS D1.1 v. ASME IX - WPS and PQR, Gale45man
• Re: Large pipe column, Neil Moore
• RE: Large pipe column, Bill Allen
• RE: Large pipe column, Carter, Charlie
• Re: FOS for von-Mises stress criteria, Mark Johnson

Sat Jan 14 01:07:20 GMT 2006

• tension in anchor rods of circular columns with circular base plates, Gale45man
• Re: Equipment support design, Mlcse
• Re: FOS for von-Mises stress criteria, Gary Hodgson & Associates
• Re: X Bracing for Metal Buildings, Paul Ransom
• Re: FOS for von-Mises stress criteria, Christopher Wright
• Re: FOS for von-Mises stress criteria, Christopher Wright

Sun Jan 15 06:21:11 GMT 2006

• Re: Kuwait Design Practices, Ashraf Manjappara
• EQUIVALENT STRESS, ASC
• Re: Kuwait Design Practices, Mark Gilligan

Mon Jan 16 07:02:54 GMT 2006

• Re: EQUIVALENT STRESS, Christopher Wright
• fURTHER on equivalent stress, ASC
• Re: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, Jim and Peggy Dall
• RE: Simplified Concrete Paving 101, Jim and Peggy Dall
• Re: Simplified Concrete Paving 101, Richard Hess
• RE: EQUIVALENT STRESS, Tom Skaggs
• Knee Brace Literature, Jeremy White
• RE: EQUIVALENT STRESS, Polhemus, Bill
• RE: FOS for von-Mises stress criteria, Polhemus, Bill
• RE: Large pipe column, Polhemus, Bill
• RE: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, Kevin Polin
• Re: fURTHER on equivalent stress, Christopher Wright
• Savvy Billing Practices, Jeremy White
• RE: Savvy Billing Practices, Mark E. Deardorff
• RE: Savvy Billing Practices, Jeremy White
• RE: Savvy Billing Practices, Jim Wilson
• RE: Savvy Billing Practices, Mark E. Deardorff
• RE: Savvy Billing Practices, Jeremy White
• RE: Savvy Billing Practices, Jim Wilson
• RE: Savvy Billing Practices, Christopher Haffner

Tue Jan 17 00:15:35 GMT 2006

• A Frame Cabin, Tim Rudolph, PE
• RE: Savvy Billing Practices, Nels Roselund
• Attaching ceiling to bottom of LVL Microlam Ceiling Joists?, Dennis S. Wish, PE
• Re: Attaching ceiling to bottom of LVL Microlam Ceiling Joists?, Raymond Shreenan
• Re: Attaching ceiling to bottom of LVL Microlam Ceiling Joists?, BCainse
• RE: Savvy Billing Practices, Kevin Polin
• RE: Savvy Billing Practices, IRV FRUCHTMAN
• RE: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, Jim and Peggy Dall
• steel bars, Hans E Boge
• RE: Savvy Billing Practices, Sherman, William
• RE: Savvy Billing Practices, Mark E. Deardorff
• Steel Design Sanity Check, Brian S Bossley
• RE: Steel Design Sanity Check, Robert E Shaw Jr
• PBS documentary on disaster resistant homes, AWC Info
• stainless steel tie rod bracing, Drew Morris
• Historic Building in Calgary, Canada, Daryl Richardson
• Re: steel bars, Neil Moore
• Re: stainless steel tie rod bracing, Robert Kazanjy
• RE: stainless steel tie rod bracing, Harold Sprague
• RE: stainless steel tie rod bracing, Mark E. Deardorff
• RE: steel bars, Harold Sprague
• RE: stainless steel tie rod bracing, Harold Sprague

Wed Jan 18 00:21:45 GMT 2006

• Re: stainless steel tie rod bracing, Robert Kazanjy
• Canadian reinforcement, Kevin Below
• Re: Canadian reinforcement, Avicpeng
• RE: stainless steel tie rod bracing, Nels Roselund
• Define walls as thick plate, Amir Gomma
• Re: Canadian reinforcement, Robert Kazanjy
• Re: Define walls as thick plate, Robert Kazanjy
• Virus, Deardorff, Mark
• RE: Virus, Jeremy White
• RE: Virus, Polhemus, Bill
• RE: Virus, Sharon
• Re: Knee Brace Literature, Bhavin Shah
• RE: Knee Brace Literature, Jeremy White
• RE: Knee Brace Literature, Stuart, Matthew
• RE: Knee Brace Literature, Polhemus, Bill
• Re: Define walls as thick plate, Christopher Wright
• RE: Knee Brace Literature, Stuart, Matthew
• Dynamic Analysis Sofware, Gary Hodgson & Associates
• RE: Dynamic Analysis Sofware, Tom Skaggs
• RE: Dynamic Analysis Sofware, Polhemus, Bill
• WARNING TO ALL, ASC
• RE: Dynamic Analysis Sofware, Mark Johnson

Thu Jan 19 02:56:40 GMT 2006

• RE: Virus, Kevin Polin
• RE: Historic Building in Calgary, Canada, Kevin Below
• RE: Dynamic Analysis Sofware, Gary Hodgson & Associates
• Quick HP question, Gary Ehrlich
• RE: Virus, Polhemus, Bill
• RE: Dynamic Analysis Sofware, Polhemus, Bill
• RE: Virus, Kevin Polin
• French and Indian War was Re: Historic Building in Calgary, Canada, Drew Morris
• slow week?, David Topete
• RE: slow week?, Stuart, Matthew
• Post Construction Issue, David Maynard
• Idle Question..., Polhemus, Bill
• Structural Engineering Hall of Fame, Jeremy White
• Pedestrian Bridge Bearing, Rich Lewis
• RE: Quick HP question, Rich Lewis

Fri Jan 20 00:07:42 GMT 2006

• RE: slow week?, Polhemus, Bill
• RE: Structural Engineering Hall of Fame, Gerard Madden, SE
• RE: Idle Question..., Chance, Acie
• Post Construction Issue, Ed . Haninger
• RE: Quick HP question, Michel Blangy
• RE: Structural Engineering Hall of Fame, David Fisher
• Re: Structural Engineering Hall of Fame, S. Gordin
• Re: Pedestrian Bridge Bearing, S. Gordin
• Re: Structural Engineering Hall of Fame, Stanley E Scholl
• Re: Quick HP question, Robert Kazanjy
• Re: Structural Engineering Hall of Fame, Drew Morris
• RE: Structural Engineering Hall of Fame, Kevin Polin
• RE: Idle Question..., Ray Pixley
• Re: Idle Question..., Scott Maxwell
• Re: Idle Question..., S. Gordin
• Re: Idle Question..., Daryl Richardson
• RE: Dynamic Analysis Sofware, Gary Hodgson & Associates
• RE: Quick HP question, Gary Hodgson & Associates
• RE: slow week?, Gary Hodgson & Associates
• RE: stainless steel tie rod bracing, Dickey, David
• RE: stainless steel tie rod bracing, Mike Jones
• Re: Idle Question..., Scott Maxwell
• RE: Quick HP question, Gary Ehrlich
• RE: Pedestrian Bridge Bearing, Mueller, Oliver
• RE: Structural Engineering Hall of Fame, Barry Welliver
• RE: Structural Engineering Hall of Fame, David Topete
• Re: FW: Structural Engineering Hall of Fame, Timothy Allison
• RE: Structural Engineering Hall of Fame, Mueller, Oliver
• Re: Structural Engineering Hall of Fame, Paul Feather
• Construction Hall of Shame, Kestner, James W.
• Re: Structural Engineering Hall of Fame, S. Gordin
• RE: Post Construction Issue, Ray Pixley
• RE: Structural Engineering Hall of Fame, Ben Yousefi
• Re: Structural Engineering Hall of Fame, James Cohen
• RE: Quick HP question, Rich Lewis
• RE: Structural Engineering Hall of Fame, Gerard Madden, SE
• RE: Quick HP question, Suresh Acharya
• RE: Construction Hall of Shame, Polhemus, Bill
• RE: Construction Hall of Shame, Kestner, James W.
• RE: Construction Hall of Shame, Jeremy White
• RE: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Mark E. Deardorff
• RE: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Freeman Tang
• RE: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Mark E. Deardorff
• Re: stainless steel tie rod bracing, Robert Kazanjy
• RE: Structural Engineering Hall of Fame, Michel Blangy
• Re: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, S. Gordin
• Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Bill Allen
• Re: Pedestrian Bridge Bearing, arrphoto
• RE: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Joe Grill

Sat Jan 21 01:23:11 GMT 2006

• RE: Structural Engineering Hall of Fame, Polhemus, Bill
• RE: Construction Hall of Shame, Polhemus, Bill
• Holes through basement walls., ASQENGG2
• HOW CAN WE GET ANSYS GROUND ACCELARATION, hamidreza arabshahi
• Re: Holes through basement walls., Avicpeng
• Re: Holes through basement walls., Daryl Richardson
• RE: Holes through basement walls., Kestner, James W.

Mon Jan 23 14:20:40 GMT 2006

• RE: HOW CAN WE GET ANSYS GROUND ACCELARATION, Polhemus, Bill
• Extended end plate bolt hole mis-alignment..., Mike Jones
• RE: End Plate Moment Connection - Bolt Force Distribution, Jeremy White
• Re: Structural Engineering Hall of Fame, Ed . Haninger
• End Plate Moment Connection - Bolt Force Distribution, Jeremy White
• RE: Structural Engineering Hall of Fame, Ed . Haninger
• RE: HOW CAN WE GET ANSYS GROUND ACCELARATION, Chuck Ritter
• Re: End Plate Moment Connection - Bolt Force Distribution, Christopher Wright
• Re: End Plate Moment Connection - Bolt Force Distribution, Roger Davis
• RE: End Plate Moment Connection - Bolt Force Distribution, Michel Blangy
• Re: End Plate Moment Connection - Bolt Force Distribution, Daryl Richardson
• Von Mises Allowable Stress, Chance, Acie
• SoCAL Tilt-Up cost per square foot, Gerard Madden, SE
• RE: Equipment support design, Rand W Holtham
• RE: Structural Engineering Hall of Fame, Michael Bryson
• Re: PCA Column by pacstrructurepoint / any other alternatives, Szuchuan Chang
• RE: PCA Column by pacstrructurepoint / any other alternatives, Polhemus, Bill
• Plywood over 2x Decking for Diaphragm, Joe Grill
• RE: Plywood over 2x Decking for Diaphragm, Eli Grassley
• Any Young Engineers Out There?, Jeremy White
• Re: Any Young Engineers Out There?, Jnapd

Tue Jan 24 00:34:20 GMT 2006

• Re: Any Young Engineers Out There?, Anantha Narayan C.K.
• Re: A new way to connect structural to concrete., Russell VeRost
• Re: Any Young Engineers Out There?, Scott Maxwell
• Re: Von Mises Allowable Stress, Christopher Wright
• Re: End Plate Moment Connection - Bolt Force Distribution, Christopher Wright
• Re: Beam design, Santhosh Kumar Yedidi
• ANSYS Q, ASC
• RE: Any Young Engineers Out There?, Brian S Bossley
• Circular Base Plates, Stuart, Matthew
• RE: Any Young Engineers Out There?, Wesley Werner
• Miami Structural Due Diligence, Stuart, Matthew
• Plywood over 2x Decking for Diaphragm, AWC Info
• RE: Plywood over 2x Decking for Diaphragm, Joe Grill
• RE: Any Young Engineers Out There?, Garner, Robert
• RE: Any Young Engineers Out There?, Wesley Werner
• RE: Any Young Engineers Out There?, Anantha Narayan C.K.
• RE: Any Young Engineers Out There?, Michelle Motchos
• RE: Any Young Engineers Out There?, Jeremy White
• RE: Any Young Engineers Out There?, David Topete
• RE: Any Young Engineers Out There?, Brian S Bossley
• Re: Any Young Engineers Out There?, Jordan Truesdell, PE
• Re: End Plate Moment Connection - Bolt Force Distribution, Paul Ransom
• RE: Any Young Engineers Out There?, Nels Roselund
• Tension anchor in top of CMU stem, Joe Grill
• RE: Beam design, Kevin Below
• RE: Any Young Engineers Out There?, Polhemus, Bill
• Re: Beam design, S. Gordin
• RE: Beam design, Gary
• RE: Any Young Engineers Out There?, Brian S Bossley
• RE: Any Young Engineers Out There?, Chance, Acie
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Beam design, Garner, Robert
• RE: Beam design, Michelle Motchos
• Re: Any Young Engineers Out There?, Mlcse
• Re: A new way to connect structural to concrete., Ed . Haninger
• RE: Any Young Engineers Out There?, Carter, Charlie
• RE: Beam design, Polhemus, Bill
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Any Young Engineers Out There?, Polhemus, Bill
• RE: Any Young Engineers Out There?, Polhemus, Bill
• Re: Any Young Engineers Out There?, Charley Hamilton
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Melnick, Scott
• RE: Any Young Engineers Out There?, Jeremy White
• RE: Beam design, Scott Maxwell
• (no subject), Jnapd
• Re: Any Young Engineers Out There?, Jnapd
• RE: Any Young Engineers Out There?, Wesley Werner
• RE: Any Young Engineers Out There?, Kevin Polin
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: SPAM-SPAM-SPAM, Mike Jones
• Railings on Park Bridges - What Code Applies?, M. David Finley, P.E., P.A.
• RE: Any Young Engineers Out There?, Polhemus, Bill
• RE: Any Young Engineers Out There?, Carter, Charlie
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Michelle Motchos

Wed Jan 25 00:20:45 GMT 2006

• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Sherman, William
• Re: Railings on Park Bridges - What Code Applies?, S. Gordin
• RE: Any Young Engineers Out There?, Jason Christensen
• RE: Any Young Engineers Out There?, Polhemus, Bill
• Re: Beam design, Nacionales Alex
• Re: Any Young Engineers Out There?, Jnapd
• RE: Any Young Engineers Out There?, Scott Maxwell
• Re: Any Young Engineers Out There?, bcainse
• RE: Any Young Engineers Out There?, Polhemus, Bill
• RE: Railings on Park Bridges - What Code Applies?, Sherman, William
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Sherman, William
• ASD vs LRFD - was: Any Young Engineers Out There?, Suresh Acharya
• RE: Any Young Engineers Out There?, Scott Maxwell
• We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• RE: Any Young Engineers Out There?, Gerard Madden, SE
• RE: Any Young Engineers Out There?, John C. Jones
• RE: Any Young Engineers Out There?, Carter, Charlie
• Re: Any Young Engineers Out There?, Scott Maxwell
• Re: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Paul Feather
• RE: Any Young Engineers Out There?, Jeremy White
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Any Young Engineers Out There?, Polhemus, Bill
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Any Young Engineers Out There?, Carter, Charlie
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Carter, Charlie
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Sherman, William
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Scott Maxwell
• Re: Any Young Engineers Out There?, bcainse
• Re: Any Young Engineers Out There?, bcainse
• RE: Beam design, Sherman, William
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: Any Young Engineers Out There?, Scott Maxwell
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Scott Maxwell
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Scott Maxwell
• Re: Any Young Engineers Out There?, Scott Maxwell
• Re: Any Young Engineers Out There?, Scott Maxwell
• RE: Beam design, Scott Maxwell
• RE: ASD vs LRFD - was: Any Young Engineers Out There?, Brian S Bossley
• RE: Any Young Engineers Out There?, Brian S Bossley
• RE: Railings on Park Bridges - What Code Applies?, M. David Finley, P.E., P.A.
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Michelle Motchos
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Gary Hodgson & Associates
• Re: Any Young Engineers Out There?, Jordan Truesdell, PE
• RE: Any Young Engineers Out There?, Wesley Werner
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Jeremy White
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Carter, Charlie
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Mike Jones
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Michelle Motchos
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Polhemus, Bill
• RE: Any Young Engineers Out There?, Polhemus, Bill
• Re: SPAM-SPAM-SPAM, Paul Ransom
• Re: Any Young Engineers Out There? - new AISC seminar on the, Paul Ransom
• RE: SPAM-SPAM-SPAM, Polhemus, Bill
• RE: Beam design, Sherman, William
• Precision in engineering calculations, Sherman, William
• RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Jason Christensen
• RE: Any Young Engineers Out There?, Jason Christensen
• Re: Any Young Engineers Out There?, Scott Maxwell
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Scott Maxwell
• Knowing What is Important, Chance, Acie
• Re: FW: Precision in engineering calculations, Timothy Allison
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Scott Maxwell
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Scott Maxwell
• Re: Any Young Engineers Out There? - new AISC seminar on the, Scott Maxwell
• RE: Any Young Engineers Out There?, Polhemus, Bill
• Re: Precision in engineering calculations, Scott Maxwell
• RE: Beam design, Scott Maxwell
• RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Mike Jones
• Re: FW: Precision in engineering calculations, Ray Pixley
• Re: Precision in engineering calculations, Jordan Truesdell, PE
• re: Railings on Park Bridges - What Code Applies?, arrphoto
• Re: Any Young Engineers Out There?, Jordan Truesdell, PE
• Re: FW: Precision in engineering calculations, Jordan Truesdell, PE
• RE: Any Young Engineers Out There?, Melnick, Scott
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• Re: We're Not Getting Older, We're Getting DUMBER, Christopher Wright
• RE: Precision in engineering calculations, Honles, Thomas
• RE: Any Young Engineers Out There?, smaxwell
• RE: FW: Precision in engineering calculations, Gerard Madden, SE
• RE: We're Not Getting Older, We're Getting DUMBER, Eric Ober
• RE: FW: Precision in engineering calculations, Honles, Thomas
• RE: Precision in engineering calculations, Gale45man
• RE: FW: Precision in engineering calculations, Honles, Thomas
• RE: FW: Precision in engineering calculations, Gerard Madden, SE
• Slide Rules, Dave Adams
• Re: FW: Precision in engineering calculations, Jordan Truesdell, PE
• RE: Slide Rules, Michelle Motchos
• RE: FW: Precision in engineering calculations, Honles, Thomas
• Re: Slide Rules, S. Gordin
• Re: Slide Rules, bcainse
• Re: Slide Rules, Drew Morris
• RE: Slide Rules, Foy, Warren
• RE: Slide Rules, Garner, Robert
• RE: Slide Rules, Caldwell, Stan
• RE: Slide Rules, Foy, Warren
• RE: Slide Rules, Neil Moore
• Re: Slide Rules, Lloyd Pack
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Scott Maxwell
• Re: We're Not Getting Older, We're Getting DUMBER, Scott Maxwell

Thu Jan 26 00:12:07 GMT 2006

• Re: Any Young Engineers Out There?, Scott Maxwell
• RE: Slide Rules, Scott Maxwell
• RE: Slide Rules, Sherman, William
• Re: Slide Rules, Daryl Richardson
• Re: We're Not Getting Older, We're Getting DUMBER, Christopher Wright
• Scott's record, G Vishwanath
• Re: Any Young Engineers Out There?, Jordan Truesdell, PE
• Re: We're Not Getting Older, We're Getting DUMBER, Gary Hodgson & Associates
• Re: We're Not Getting Older, We're Getting DUMBER, Gary Hodgson & Associates
• Re: We're Not Getting Older, We're Getting DUMBER, Jordan Truesdell, PE
• RE: We're Not Getting Older, We're Getting DUMBER, Eric Ober
• Re: Scott's record, smaxwell
• Re: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Paul Ransom
• Re: buying new versions (was: Any Young Engineers Out There?), Paul Ransom
• RE: We're Not Getting Older, We're Getting DUMBER, Robert E Shaw Jr
• Re: Cost of Meds (was: Any Young Engineers Out There?), Paul Ransom
• Re: Any Young Engineers Out There?, Scott Maxwell
• Re: We're Not Getting Older, We're Getting DUMBER, Christopher Wright
• RE: We're Not Getting Older, We're Getting DUMBER, Dave Adams
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Paul Ransom
• roof truss connection, DA
• Ventilation, S. Gordin
• Re: We're Not Getting Older, We're Getting DUMBER, Mark Johnson
• Re: We're Not Getting Older, We're Getting DUMBER, Rhkratzse
• RE: We're Not Getting Older, We're Getting DUMBER, Joe Grill
• Tension anchor in top of CMU stem, Joe Grill
• Re: We're Not Getting Older, We're Getting DUMBER, Christopher Wright
• ASD v LRFD significant results?, Lloyd Pack
• Re: Ventilation, Lloyd Pack
• RE: ASD v LRFD significant results?, Mark E. Deardorff
• Stainless Steel Washers, Gautam Manandhar
• Re: Ventilation, S. Gordin
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Christopher Wright
• Re: Ventilation, chuck utzman
• Re: Ventilation, Jordan Truesdell, PE
• Low LOP Progressive Collapse Horizontal Ties, Eric Tompos
• Re: Ventilation, Roger Davis
• Re: Ventilation, S. Gordin
• RE: We're Not Getting Older, We're Getting DUMBER, Polhemus, Bill
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• RE: We're Not Getting Older, We're Getting DUMBER, Polhemus, Bill
• RE: We're Not Getting Older, We're Getting DUMBER, Polhemus, Bill
• roof truss connection, DA
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], smaxwell

Fri Jan 27 01:15:34 GMT 2006

• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Carter, Charlie
• RE: We're Not Getting Older, We're Getting DUMBER, Mark Johnson
• Re: We're Not Getting Older, We're Getting DUMBER, Christopher Wright
• Re: Stainless Steel Washers, Robert Kazanjy
• RE: We're Not Getting Older, We're Getting DUMBER, Gary Hodgson & Associates
• RE: We're Not Getting Older, We're Getting DUMBER, Gary Hodgson & Associates
• Re: We're Not Getting Older, We're Getting DUMBER, Gary Hodgson & Associates
• RE: We're Not Getting Older, We're Getting DUMBER, Polhemus, Bill
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• Building Code for LA Area, Brian S Bossley
• RE: Low LOP Progressive Collapse Horizontal Ties, Glen Pappas
• Re: Building Code for LA Area, Paul Feather
• RE: Building Code for LA Area, Brian S Bossley
• Re: Building Code for LA Area, David Topete
• Re: roof truss connection, David Topete
• Re: roof truss connection, Jnapd
• Re: roof truss connection, DA
• Re: roof truss connection, Jnapd
• Re: roof truss connection, DA
• How to medel temperature effect in RCC building using STAAD?, Ashraf Manjappara
• RE: Beam design, Sherman, William
• Re: Ventilation, Jordan Truesdell, PE
• RE: Beam design, Himat Solanki
• RE: Beam design, Polhemus, Bill
• FW: Seismic loads on cantilevered retaining walls, Pat Clark
• Re: FW: Seismic loads on cantilevered retaining walls, Himat Solanki
• Re: How to medel temperature effect in RCC building using STAAD?, Daryl Richardson
• RE: Seismic loads on cantilevered retaining walls, Garner, Robert
• RE: Seismic loads on cantilevered retaining walls, Stuart, Matthew
• RE: Beam design, smaxwell

Sat Jan 28 06:39:21 GMT 2006

• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Paul Ransom
• Re: How to medel temperature effect in RCC building using STAAD?, Structural Engineer
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Gary Hodgson & Associates
• To Structural Engineers in Canada, Michael Zhang
• Concrete cover, Walter Devore
• Re: How to medel temperature effect in RCC building using STAAD?, Ashraf Manjappara
• Re: How to medel temperature effect in RCC building using STAAD?, Ashraf Manjappara
• Re: How to medel temperature effect in RCC building using STAAD?, K N SHETH
• Re: To Structural Engineers in Canada, Avicpeng
• Re: How to medel temperature effect in RCC building using STAAD?, Daryl Richardson
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Christopher Wright

Sun Jan 29 04:01:38 GMT 2006

• Re: To Structural Engineers in Canada, Hamid Mahmood
• RE: Seismic loads on cantilevered retaining walls, Harold Sprague
• RE: Concrete cover, Harold Sprague
• concrete cover, Walter Devore
• RE: Low LOP Progressive Collapse Horizontal Ties, Harold Sprague
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Paul Ransom

Mon Jan 30 00:31:02 GMT 2006

• RE: Concrete cover, Sherman, William
• Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Christopher Wright
• Re: To Structural Engineers in Canada, Mark McCormick
• ACI318-95 Permissible concrete tensile stress in prestressed concrete, Wontae Kim
• RE: Beam design, Mark E. Deardorff
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], AWC Info
• RE: Beam design, Sherman, William
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
• Bar Joist and unstiffened angle seats, Tom . Hunt
• Heaven and Hell, Polhemus, Bill
• Bar Joist and unstiffened angle seats, Rand W Holtham
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Rhkratzse
• Re: Heaven and Hell, Rhkratzse
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Rhkratzse
• Bar Joist and unstiffened angle seats, Ed . Haninger
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], S. Gordin

Tue Jan 31 00:02:16 GMT 2006

• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Rhkratzse
• ASCE Gust Factor, Sharon
• Re: ACI318-95 Permissible concrete tensile stress in prestressed concrete, Gil Brock
• Re: Heaven and Hell, Christopher Wright
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Christopher Wright
• Re: Heaven and Hell, Rhkratzse
• Re: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Rhkratzse
• Re: To Structural Engineers in Canada, Gary Hodgson & Associates
• reinforce concrete wall modeling with adina, alireza talebi
• Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Wesley Werner
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Keith Pabst
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Wesley Werner
• RE: Heaven and Hell, Polhemus, Bill
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• OT: Infant Education, refugio rochin
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Sherman, William
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Wesley Werner
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Ed . Haninger
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, David Topete
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Tom . Hunt
• RE: Roof Design Components and Cladding or MWFRS - ASCE7-02, Joe Grill
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Robert E Shaw Jr
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• AISC Specification/Manual Seminar, S. Gordin
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, bcainse
• Perforated Shear Wall Opening Design, Rich Lewis
• RE: Perforated Shear Wall Opening Design, Joe Grill
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
• OT: Infant Education, refugio rochin
• RE: Perforated Shear Wall Opening Design, Gerard Madden, SE
• RE: Infant Education, Polhemus, Bill
• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, Christopher

Wed Feb 01 00:47:44 GMT 2006

• Re: Roof Design Components and Cladding or MWFRS - ASCE7-02, Scott Maxwell
• RE: Perforated Shear Wall Opening Design, Ben Yousefi
• Re: Perforated Shear Wall Opening Design, bcainse
• Subject: Perforated Shear Wall Opening Design, Eric Tompos
• Subject: Roof Design Components and Cladding or MWFRS - ASCE7-02, Eric Tompos
• RE: Heaven and Hell, Gary Hodgson & Associates
• Re: Heaven and Hell [OT to the max], Rhkratzse
• RE: Heaven and Hell, Polhemus, Bill
• Perforated shear wall opening, Jason Atwood
• Re: Heaven and Hell, Christopher Wright
• Bentley Acquires RAM, Stuart, Matthew
• RE: Bentley Acquires RAM, Joyce Fuss
• RE: Bentley Acquires RAM, Mike Jones
• Bentley, AutoDesk, or Both, Jeremy White
• RE: Bentley Acquires RAM, Hans E Boge
• RE: Bentley Acquires RAM, Polhemus, Bill
• PT & underpinning, S. Gordin
• RE: Bentley, AutoDesk, or Both, Polhemus, Bill
• Re: Knee Brace Literature, Bhavin Shah
• RE: Bentley Acquires RAM, Barry Welliver
• RE: Bentley Acquires RAM, Joyce Fuss
• RE: Bentley, AutoDesk, or Both, Mike Jones
• RE: Bentley Acquires RAM, Stuart, Matthew
• Revit Structural and BIM, Jeremy White
• Bentley, AutoDesk, or Both, Dick_Roberts
• RE: Perforated Shear Wall Opening Design, AWC Info
• RE: Bentley Acquires RAM, Yi Yang
• RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], AWC Info
• Re: Knee Brace Literature, sscholl2(--nospam--at)juno.com
• RE: Knee Brace Literature, Eli Grassley
• Re: Revit Structural and BIM, Joseph Harouni
• RE: Bentley, AutoDesk, or Both, Polhemus, Bill
• RE: Revit Structural and BIM, Garner, Robert
• RE: Revit Structural and BIM, Barry Welliver
• RE: Revit Structural and BIM, Polhemus, Bill
• RE: Revit Structural and BIM, Jeremy White
• Re: Knee Brace Literature, S. Gordin
• RE: Revit Structural and BIM, Jeremy White
• RE: Revit Structural and BIM, Eli Grassley
• Re: Revit Structural and BIM, Jordan Truesdell, PE
• RE: Revit Structural and BIM, Kevin Below
• Learning ability with age: WAS: Re: Bentley, AutoDesk, or Both, refugio rochin
• Elastomeric bearing supplier, Rich Lewis
• RE: Elastomeric bearing supplier, Garner, Robert
• RE: Elastomeric bearing supplier, Michelle Motchos
• RE: Revit Structural and BIM, Barry Welliver
• RE: Elastomeric bearing supplier, Jim Hamilton
• RE: Elastomeric bearing supplier, Polhemus, Bill
• RE: Learning ability with age: WAS: Re: Bentley, AutoDesk, or Both, Polhemus, Bill
• RE: Learning ability with age: WAS: Re: Bentley, AutoDesk, or Both, Garner, Robert

Thu Feb 02 00:11:40 GMT 2006

• RE: Revit Structural and BIM, RLHess(--nospam--at)HessEng.com
• RE: Elastomeric bearing supplier, Kevin Polin
• RE: Elastomeric bearing supplier, Rich Lewis
• RE: Bentley Acquires RAM, Gary Hodgson & Associates
• RE: Revit Structural and BIM, Gary Hodgson & Associates
• Re: Revit Structural and BIM, Jim Getaz
• RE: Elastomeric bearing supplier, M. David Finley, P.E., P.A.
• RE: Elastomeric bearing supplier, M. David Finley, P.E., P.A.
• Re: Revit Structural and BIM, Paul Ransom
• Re: Elastomeric bearing supplier, Daryl Richardson
• Bentley Acquires RAM, Allen.Adams
• Perforated shear wall uplift, Hood, Matthew O.
• Re: Perforated shear wall uplift, Rhkratzse
• Re: Perforated shear wall uplift, bcainse
• RE: Perforated shear wall uplift, Hood, Matthew O.
• RE: Perforated shear wall uplift, Eli Grassley
• Q: Nozzles for Concrete Tank [PAGING CHRIS WRIGHT], Polhemus, Bill
• RE: Perforated shear wall uplift, Jason Christensen
• Arch. Engr. Programs but no Arch. Engineers, Jeremy White
• KISS Method for Bracing Connection Design, Tripp Howard
• Re: Perforated shear wall uplift, Rhkratzse
• Re: Arch. Engr. Programs but no Arch. Engineers, Rhkratzse
• RE: Arch. Engr. Programs but no Arch. Engineers, Polhemus, Bill
• Re: Q: Nozzles for Concrete Tank [PAGING CHRIS WRIGHT], Christopher Wright
• RE: Q: Nozzles for Concrete Tank [PAGING CHRIS WRIGHT], Polhemus, Bill
• RE: Arch. Engr. Programs but no Arch. Engineers, Jeremy White
• Re: Perforated shear wall uplift, Rhkratzse
• Lumber grading from small mills, Jordan Truesdell, PE
• Re: KISS Method for Bracing Connection Design, Mlcse
• RE: Arch. Engr. Programs but no Arch. Engineers, Michel Blangy
• RE: Arch. Engr. Programs but no Arch. Engineers, Michelle Motchos
• RE: Arch. Engr. Programs but no Arch. Engineers, Michel Blangy
• Re: Perforated shear wall uplift, chuck utzman
• RE: Arch. Engr. Programs but no Arch. Engineers, Michel Blangy
• RE: Arch. Engr. Programs but no Arch. Engineers, Michel Blangy
• Re: KISS Method for Bracing Connection Design, Tripp Howard
• Re: Lumber grading from small mills, Scott Maxwell
• Re: Lumber grading from small mills, Jordan Truesdell, PE
• RE: Arch. Engr. Programs but no Arch. Engineers, Scott Maxwell
• Re: Lumber grading from small mills, Scott Maxwell
• Re: KISS Method for Bracing Connection Design, Mlcse
• RE: Arch. Engr. Programs but no Arch. Engineers, Polhemus, Bill
• Re: Arch. Engr. Programs but no Arch. Engineers, ECVAl3
• RE: Arch. Engr. Programs but no Arch. Engineers, Scott Maxwell

Fri Feb 03 00:18:39 GMT 2006

• Permanent metal forms for concrete, Nels Roselund
• Design of insert plate, amit bhatt
• Re: Permanent metal forms for concrete, Mlcse
• Re: Arch. Engr. Programs but no Arch. Engineers, Jnapd
• Re: KISS Method for Bracing Connection Design, Jnapd
• Re: Perforated shear wall uplift, Jnapd
• Re: Lumber grading from small mills, Jnapd
• Re: Permanent metal forms for concrete, Gil Brock
• Re: Perforated shear wall uplift, Robert Kazanjy
• Re: Permanent metal forms for concrete, Scott Maxwell
• Re: Lumber grading from small mills, Scott Maxwell
• Baement Walls (Slot Cuts ), asqengg2
• ASTM A36, Mario Velez Nauer
• Software location, Ashraf Manjappara
• Re: reinforce concrete wall modeling with adina, Ashraf Manjappara
• Re: Lumber grading from small mills, Jordan Truesdell, PE
• RE: Permanent metal forms for concrete, M. David Finley, P.E., P.A.
• Re: Lumber grading from small mills, Jordan Truesdell, PE
• Re: Permanent metal forms for concrete, Paul Feather
• RE: Perforated shear wall uplift, Bill Allen
• Re: ASTM A36, Tom . Hunt
• RE: ASTM A36, Harold Sprague
• Re: Baement Walls (Slot Cuts ), Avicpeng
• RE: Basement Walls (Slot Cuts ), Ben Yousefi
• Re: ASTM A36, Christopher Wright
• RE: Basement Walls (Slot Cuts ), Tom . Hunt
• RE: Perforated shear wall uplift, Jason Christensen
• Re: Knee Brace Literature, Bhavin Shah
• Re: Baement Walls (Slot Cuts ), Stanley E Scholl
• Re: Knee Brace Literature, Bhavin Shah
• RES: ASTM A36, Mario Velez Nauer
• RES: ASTM A36, Mario Velez Nauer
• Repair CMU Wall, David Smith
• RES: ASTM A36, Mario Velez Nauer
• Re: Basement Walls (Slot Cuts ), Rhkratzse
• RE: Basement Walls (Slot Cuts ), Sharon
• RE: Repair CMU Wall, Sharon
• Preliminary sizing as per CAN/CSA-16-01, Ritesh Patel
• Re: Lumber grading from small mills, Jnapd
• Re: Repair CMU Wall, Jnapd
• Re: Basement Walls (Slot Cuts ), Jnapd
• Re: Perforated shear wall uplift, Jnapd
• Re: Perforated shear wall uplift, Jnapd
• Re: RES: ASTM A36, Tom . Hunt
• Re: Preliminary sizing as per CAN/CSA-16-01, Avicpeng
• RE: Repair CMU Wall, Jim Hamilton
• RE: Knee Brace Literature, Jeremy White
• Re: RES: ASTM A36, Christopher Wright
• Re: Lumber grading from small mills, Jordan Truesdell, PE
• Slab moments in ETABS, Anantha Narayan C.K.
• Overturning Load Combination, Rich Lewis
• Re: Lumber grading from small mills, Scott Maxwell
• Roof Construction Advice, IRV FRUCHTMAN
• Re: Roof Construction Advice, Jnapd
• Re: Overturning Load Combination, Scott Maxwell
• SIP top plate detail, Joe Grill
• Re: Roof Construction Advice, Scott Maxwell
• Re: SIP top plate detail, Scott Maxwell

Sat Feb 04 00:02:40 GMT 2006

• Re: SIP top plate detail, coengineer
• Re: SIP top plate detail, Scott Maxwell
• 1950's era timber properties, Eli Grassley
• Re: SIP top plate detail, Joseph Grill
• Re: SIP top plate detail, Scott Maxwell
• Re: 1950's era timber properties, bcainse
• Re: 1950's era timber properties, Rhkratzse
• Re: 1950's era timber properties, Rhkratzse
• Re: 1950's 8x14, Rhkratzse
• Re: 1950's era timber properties, Scott Maxwell
• 1950's 8x14, Robert Freeman
• Re: 1950's era timber properties, Mlcse
• Re: 1950's era timber properties, HBAP
• Re: Roof Construction Advice, Jnapd
• Re: Perforated shear wall uplift, Robert Kazanjy
• Re: Roof Construction Advice, Scott Maxwell
• Re: SIP top plate detail, Scott Maxwell
• Re: Perforated shear wall uplift, Robert Kazanjy
• Re: Perforated shear wall uplift, Jnapd
• Re: Perforated shear wall uplift, Robert Kazanjy
• Re: Roof Construction Advice, IRV FRUCHTMAN
• Re: Baement Walls (Slot Cuts ), Gary Hodgson & Associates
• Re: 1950's era timber properties, Joseph Grill
• Re: Preliminary sizing as per CAN/CSA-16-01, Ritesh Patel
• Re: 1950's era timber properties, Rhkratzse
• RE: Overturning Load Combination, Rich Lewis
• Re: Preliminary sizing as per CAN/CSA-16-01, Avicpeng
• Re: Repair CMU Wall, David Smith
• Re: Repair CMU Wall, David Smith
• Re: Preliminary sizing as per CAN/CSA-16-01, Paul Ransom
• Re: ASTM A36, Paul Ransom
• Re: ASTM A36, Christopher Wright
• Re: ASTM A36, Rhkratzse
• Re: ASTM A36, Avicpeng
• Re: Roof Construction Advice, Scott Maxwell
• Re: Ship High In Transit ??, Avicpeng
• Re: Ship High In Transit ??, Avicpeng

Sun Feb 05 00:51:42 GMT 2006

• Re: SIP top plate detail, Tim Rudolph, PE
• Re: SIP top plate detail, Scott Maxwell
• Re: Repair CMU Wall, Stanley E Scholl
• Qustion to Robert Mast About PCA Notes Example 7.8 Biaxial Loading, Szuchuan Chang
• Re: ASTM A36, Paul Ransom
• Re: 1950's era timber properties, Richard Hess
• RE: ASTM A36, Carter, Charlie
• Re: ASTM A36, Christopher Wright
• RE: ASTM A36, Mark Gilligan
• RE: Basement Walls (Slot Cuts ), Ed . Haninger

Mon Feb 06 07:48:02 GMT 2006

• Re: 1950's era timber properties, Jnapd
• Re: Repair CMU Wall, Jnapd
• RE: Overturning Load Combination, M. David Finley, P.E., P.A.
• RE: 1950's era timber properties, Joe Grill
• New AWS D1.1, Polhemus, Bill
• RE: New AWS D1.1, Robert E Shaw Jr
• Re: New AWS D1.1, Rhkratzse
• RE: New AWS D1.1, Mark Gilligan
• RE: New AWS D1.1, Polhemus, Bill
• Re: 1950's era timber properties, AWC Info
• RE: 1950's era timber properties, Polhemus, Bill
• Re: 1950's era timber properties - Aren't they brittle, Suresh Acharya
• OSHA 4-bolt column anchorage, Dave Adams
• RE: OSHA 4-bolt column anchorage, Polhemus, Bill
• Re: OSHA 4-bolt column anchorage, Charley Hamilton
• RE: OSHA 4-bolt column anchorage, David Fisher
• RE: Qustion to Robert Mast About PCA Notes Example 7.8 Biaxial Loading, Yang, Frank
• Problem, Jason Keigley
• RE: OSHA 4-bolt column anchorage, Sherman, William
• RE: OSHA 4-bolt column anchorage, Jason Christensen
• RE: OSHA 4-bolt column anchorage, Collier, Randy
• RE: Problem, Polhemus, Bill
• RE: OSHA 4-bolt column anchorage, Robert E Shaw Jr
• RE: Problem, Jason Keigley
• California OSHPD Pre-Approval Submittal: Fixture Loads and Other Traps?, Bill Allen

Tue Feb 07 16:26:59 GMT 2006

• Re: ASTM A36, Paul Ransom
• RE: OSHA 4-bolt column anchorage, Jim Getaz
• RE: Problem, Gary Hodgson & Associates
• RE: ASTM A36, Polhemus, Bill
• CMU Wall Drafting Standards, CHRIS BOWERS
• RE: Problem, Polhemus, Bill
• Re: ASTM A36, bcainse
• Seismic mass, Javier Encinas
• RE: Problem, Polhemus, Bill
• RE: Seismic mass, Eli Grassley
• Still a Problem, Jason Keigley
• Re: Seismic mass, Paul Feather
• RE: FW: Still a Problem, Jason Keigley
• Re: FW: Still a Problem, Timothy Allison
• RE: Seismic mass, mbr
• Re: California OSHPD Pre-Approval Submittal: Fixture Loads and Other Traps?, Aswin Rangaswamy
• RE: OSHA 4-bolt column anchorage, Mark Remmetter
• RE: Seismic mass, David Fisher
• Re: Seismic mass, Jnapd
• Re: OSHA 4-bolt column anchorage, Jnapd
• Re: Seismic mass, Paul Feather
• RE: Seismic mass, Eli Grassley
• RE: Seismic mass, Gerard Madden, SE
• Fabricated Cost - Tank Nozzles (Another One for Chris Wright), Polhemus, Bill
• [no subject], Garner, Robert
• Bracing a W section, Anantha Narayan C.K.
• RE: OSHA 4-bolt column anchorage, Harold Sprague
• RE: Seismic mass, Harold Sprague
• Re: Seismic mass, Harold Sprague

Wed Feb 08 01:44:33 GMT 2006

• RE:, Robert E Shaw Jr
• Re: Fabricated Cost - Tank Nozzles (Another One for Chris Wright), Christopher Wright
• Structural cost, Pankaj Gupta
• RE: Seismic mass, Mark Gilligan
• RE: ASTM A36, Gary Hodgson & Associates
• Re: OSHA 4-bolt column anchorage, Gary Hodgson & Associates
• RE: OSHA 4-bolt column anchorage, Jim Getaz
• RE: Structural cost, Polhemus, Bill
• Re: ASTM A36, Paul Ransom
• RE: Seismic mass, Harold Sprague
• RE: ASTM A36, Polhemus, Bill
• Re: Structural cost, Pankaj Gupta
• Bracing a W section, Michael Hemstad
• RE: Structural cost, Stuart, Matthew
• RE: ASTM A36, John Goodman
• RE: ASTM A36, Polhemus, Bill
• RE: OSHA 4-bolt column anchorage, Mark Gilligan
• House Inspection, gskwy
• Re: House Inspection, Jnapd
• Re: House Inspection, Jordan Truesdell, PE
• RE: House Inspection, Gerard Madden, SE
• RE: House Inspection, David Maynard
• Re: House Inspection, John Riley
• RE: House Inspection, Rich Lewis
• Risa3D vs. ETABS?, Joseph Harouni
• RE: House Inspection, mbr
• Re: RISA3D vs ETABS, Joseph Harouni

Thu Feb 09 00:51:06 GMT 2006

• Powder actuated fasteners for suspended ceiling splay bracing?, Haan, Scott M POA
• Re: Risa3D vs. ETABS?, Daniel Popp
• Re: Risa3D vs. ETABS?, Joseph Harouni
• Wall Mounted Jib Crane, CanitzCF
• RE: House Inspection, Glenn Otto
• Re: Wall Mounted Jib Crane, Daryl Richardson
• Re: House Inspection, chuck utzman
• Re: House Inspection, Daryl Richardson
• Re: OSHA 4-bolt column anchorage, Jim Getaz
• Re: House Inspection, GSKWY
• TECO Clip Infomation, Eknrinc
• dynamic effect of filling material to silo, Junata
• Footing Retrofit/Replacement Ideas, Eknrinc
• RE: House Inspection, Polhemus, Bill
• Lightning Damage to Structures, Polhemus, Bill
• Re: Preliminary sizing as per CAN/CSA-16-01, Bhavin Shah
• RE: Lightning Damage to Structures, Wesley Werner
• RE: House Inspection, Nels Roselund
• Re : Knee Braced Frame, Bhavin Shah
• RE: Footing Retrofit/Replacement Ideas, Harold Sprague
• RE: Footing Retrofit/Replacement Ideas, Nels Roselund
• Re: Risa3D vs. ETABS?, Daniel Popp
• RE: House Inspection, Nels Roselund
• RE: Lightning Damage to Structures, Harold Sprague
• RE: Footing Retrofit/Replacement Ideas, Ed Tornberg
• Re: House Inspection, BCainse
• RE: Footing Retrofit/Replacement Ideas, Michelle Motchos
• Re: dynamic effect of filling material to silo, Christopher Wright
• Rebar fy - Intermediate Grade Steel, Juan Carlos Morales
• RE: Rebar fy - Intermediate Grade Steel, Collier, Randy
• RE: Rebar fy - Intermediate Grade Steel, Michelle Motchos

Fri Feb 10 02:12:42 GMT 2006

• Re: Footing Retrofit/Replacement Ideas, Daryl Richardson
• Chapter 21 Concrete design, Kevin Below
• Steel design - Gerber system, Kevin Below
• Hurricane paths, Kevin Below
• RE: Hurricane paths, David Fisher
• RE: Risa3D vs. ETABS?, Kevin Below
• Re: House Inspection, Dr Masroor
• RE: Risa3D vs. ETABS?, Anantha Narayan C.K.
• Re: dynamic effect of filling material to silo, Gary Hodgson & Associates
• gerber system, Gary Hodgson & Associates
• RE: Rebar fy - Intermediate Grade Steel, Gary
• RE: Hurricane paths, Polhemus, Bill
• Re: Rebar fy - Intermediate Grade Steel, Roger Davis
• 12B19, M. David Finley, P.E., P.A.
• RE: 12B19, John Goodman
• RE: 12B19, M. David Finley, P.E., P.A.
• RE: 12B19, John Goodman
• Re: 12B19, Daryl Richardson
• RE: House Inspection, Haan, Scott M POA
• wood horizontal shear stress, Mark D. Baker
• RE: Rebar fy - Intermediate Grade Steel, Juan Carlos Morales
• Re: wood horizontal shear stress, Gary Grinstead
• RE: wood horizontal shear stress, Polhemus, Bill
• RE: Hurricane paths, Harold Sprague
• RE: Rebar fy - Intermediate Grade Steel, Juan Carlos Morales
• open ended pipe piles - bearing plate in concrete pile cap?, Haan, Scott M POA
• RE: wood horizontal shear stress, Mike Jones
• RE: open ended pipe piles - bearing plate in concrete pile cap?, Harold Sprague
• Re: RISA3D vs ETABS, Paul Feather
• RE: open ended pipe piles - bearing plate in concrete pile cap?, Haan, Scott M POA
• wa se III, David Adie
• RE: wood horizontal shear stress, Mark D. Baker
• 1976 UBC GLULAM, Sharon
• Re: Risa3D vs. ETABS?, Joseph Harouni
• FW: wa se III, Michelle Motchos
• RE: wa se III, Michelle Motchos
• RE: wa se III, Gerard Madden, SE
• Re: Steel design - Gerber system, Paul Ransom
• Roak's edition 7 and excel, Hans E Boge
• RE: wa se III, Scott Maxwell
• Re: Hurricane paths, Lloyd Pack
• Re: Hurricane paths, Jordan Truesdell, PE
• Re: 1976 UBC GLULAM, bcainse
• RE: open ended pipe piles - bearing plate in concrete pile cap?, Harold Sprague

Sat Feb 11 01:49:15 GMT 2006

• RE: wa se III, Jason Emoto
• Re: Footing Retrofit/Replacement Ideas, Jesus Gomez
• RE: wa se III, Scott Maxwell

Sun Feb 12 03:25:58 GMT 2006

• RE: 12B19, Rich Lewis

Mon Feb 13 01:54:55 GMT 2006

• Re: dynamic effect of filling material to silo, Junata
• Staad - Seismic analysis, Santhosh Kumar Yedidi
• RE: Staad - Seismic analysis, Nukala, Lakshmana R
• Re: Staad - Seismic analysis, Ashraf Manjappara
• Re: 12B19 (Free AISC Search Utility), Aswin Rangaswamy
• RE: 12B19 (Free AISC Search Utility), Polhemus, Bill
• RE: Footing Retrofit/Replacement Ideas, Eli Grassley
• canopy footing, S. Gordin
• RE: canopy footing, Haan, Scott M POA
• Re: canopy footing, Jnapd
• RE: Footing Retrofit/Replacement Ideas, Eli Grassley
• Re: canopy footing, Himat Solanki
• Re: Staad - Seismic analysis, Structural Engineer
• Re: 12B19 (Free AISC Search Utility), Scott Maxwell
• Re: canopy footing, Daryl Richardson
• RE: Staad - Seismic analysis, Polhemus, Bill
• Re: canopy footing, S. Gordin
• Re: canopy footing, S. Gordin
• Re: canopy footing, S. Gordin
• Re: 12B19 (Free AISC Search Utility), S. Gordin
• Re: canopy footing, Scott Maxwell
• Re: 12B19 (Free AISC Search Utility), Scott Maxwell
• RE: canopy footing, David Fisher
• Re: canopy footing, Daryl Richardson
• RE: canopy footing, Haan, Scott M POA
• retaining walls, Mark Pemberton

Tue Feb 14 00:00:19 GMT 2006

• What is being allowed in California -Powder actuated fasteners for suspended ceiling splay bracing?, Haan, Scott M POA
• RE: What is being allowed in California -Powder actuated fasteners for suspended ceiling splay bracing?, Sharon
• Re: canopy footing, Daryl Richardson
• RE: retaining walls, Haan, Scott M POA
• RE: Footing Retrofit/Replacement Ideas, Jesus Gomez
• Re: canopy footing, S. Gordin
• Re: retaining walls, S. Gordin
• RE: 12B19 (Free AISC Search Utility), Polhemus, Bill
• Re: canopy footing, S. Gordin
• Re: retaining walls, Lloyd Pack
• RE: retaining walls, Haan, Scott M POA
• 1978 NDS / 1976 UBC, Sharon
• Re: retaining walls, Lloyd Pack
• Re: retaining walls, S. Gordin
• RE: canopy footing, Haan, Scott M POA
• Re: retaining walls, Scott Maxwell
• Re: retaining walls, S. Gordin
• Re: canopy footing, S. Gordin
• RE: retaining walls, Haan, Scott M POA
• Re: retaining walls, S. Gordin
• RE: canopy footing, Haan, Scott M POA
• Re: Staad - Seismic analysis, Santhosh Kumar Yedidi
• Re: Staad - Seismic analysis, bcainse
• Re: Staad - Seismic analysis, Christopher Wright
• RE: Overturning Load Combination, Sherman, William
• Re: Staad - Seismic analysis, Santhosh Kumar Yedidi
• RE: canopy footing, Nels Roselund
• Assistance with Modeling 3-D Wire Truss Assembly using RISA 3-D, Jim Chatterley PE
• Fence design, Nukala, Lakshmana R
• RE: Footing Retrofit/Replacement Ideas, Eric Ober
• seismic analysis, Gary Hodgson & Associates
• FW: 1976 UBC GLULAM, AWC Info
• Re: canopy footing, S. Gordin
• Opinion on a structural dynamics book, Padmanabhan Rajendran
• PRACTICE: Direct Supervision, Polhemus, Bill
• RE: Staad - Seismic analysis, Polhemus, Bill
• Re: Opinion on a structural dynamics book, S. Gordin
• RE: Opinion on a structural dynamics book, Polhemus, Bill
• RE: Opinion on a structural dynamics book, Ben Yousefi
• RE: Opinion on a structural dynamics book, Ed . Haninger
• Re: Opinion on a structural dynamics book, Christopher Wright
• Re: PRACTICE: Direct Supervision, Scott Maxwell
• RE: Opinion on a structural dynamics book, Scott, William N.
• RE: Staad - Seismic analysis, Scott Maxwell
• Re: Staad - Seismic analysis, bcainse
• Re: Opinion on a structural dynamics book, bcainse
• RE: Opinion on a structural dynamics book, Tom . Hunt
• RE: Staad - Seismic analysis, Padmanabhan Rajendran
• RE: Staad - Seismic analysis, Bill Allen
• RE: Opinion on a structural dynamics book, Padmanabhan Rajendran
• Re: Staad - Seismic analysis, S. Gordin
• RE: Staad - Seismic analysis, Scott Maxwell
• Re: seismic analysis, Christopher Wright
• Re: Opinion on a structural dynamics book, Padmanabhan Rajendran
• Re: Opinion on a structural dynamics book, Christopher Wright
• RE: Staad - Seismic analysis, Polhemus, Bill
• Masonry Storage Facilities - fees!, Dennis S. Wish, PE
• RE: Opinion on a structural dynamics book, Polhemus, Bill
• RE: Staad - Seismic analysis, Polhemus, Bill
• Re: Masonry Storage Facilities - fees!, Jordan Truesdell, PE
• PML Reports in Mexico City, Caldwell, Stan
• RE: Fence design, David Maynard
• RE: Fence design, Tom . Hunt
• Re: Fence design, Jordan Truesdell, PE
• Re: Masonry Storage Facilities - fees!, Jnapd
• RE: Fence design, Ed . Haninger

Wed Feb 15 00:40:03 GMT 2006

• Re: National Engineers Week statement, Rbengrguy
• Re: Opinion on a structural dynamics book, Padmanabhan Rajendran
• Re: Opinion on a structural dynamics book, S. Gordin
• Stepped Bond Beams, Sklar, Mitch
• Re: Opinion on a structural dynamics book, Gary Hodgson & Associates
• Re: Opinion on a structural dynamics book, Himat Solanki
• Re: Stepped Bond Beams, Paul J. Sullivan
• RE: Opinion on a structural dynamics book, Polhemus, Bill
• Re: Opinion on a structural dynamics book, S. Gordin
• Stepped Bond Beams, Tom . Hunt
• Re: Opinion on a structural dynamics book, Daryl Richardson
• RE: Opinion on a structural dynamics book, Foy, Warren
• Re: Opinion on a structural dynamics book, Christopher Wright
• Re: Opinion on a structural dynamics book, Christopher Wright
• Support service [was Staad - Seismic analysis], Paul Ransom
• Re: Opinion on a structural dynamics book, S. Gordin
• Re: Opinion on a structural dynamics book, Himat Solanki
• RE: Stepped Bond Beams, Haan, Scott M POA
• Re: Opinion on a structural dynamics book, Padmanabhan Rajendran
• Re: Support service [was Staad - Seismic analysis], S. Gordin
• UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Stefan Reumers
• Re: Opinion on a structural dynamics book, S. Gordin
• RE: Opinion on a structural dynamics book, Himat Solanki
• UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Tom . Hunt
• Canadian code(s), Scott Maxwell
• UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Ed . Haninger
• Re: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Tom . Hunt
• PEng license, Scott Maxwell
• Re: Opinion on a structural dynamics book, Harold Sprague
• RE: PEng license, Stuart, Matthew
• RE: Canadian code(s), Michael Bryson
• Re: PEng license, Avicpeng
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Scott, William N.
• RE: Stepped Bond Beams, Harold Sprague
• RE: Canadian code(s), Scott, William N.
• RE: Opinion on a structural dynamics book, Polhemus, Bill
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Harold Sprague
• Re: Stepped Bond Beams, Jordan Truesdell, PE
• RE: Canadian code(s), Polhemus, Bill
• RE: Opinion on a structural dynamics book, Harold Sprague
• Re: Stepped Bond Beams, Harold Sprague
• Composite Design references, Paul Feather
• Re: Stepped Bond Beams, Jordan Truesdell, PE
• Re: Composite Design references, Himat Solanki
• Pipe Support Detail, Rich Lewis
• RE: Opinion on a structural dynamics book, Rich Lewis
• Re: Pipe Support Detail, Robert Kazanjy

Thu Feb 16 00:00:15 GMT 2006

• Re: PEng license, Daryl Richardson
• Re: Canadian code(s), Daryl Richardson
• RE: Pipe Support Detail, Harold Sprague
• Re: Pipe Support Detail, Padmanabhan Rajendran
• Re: Pipe Support Detail, S. Gordin
• Re: PEng license, Noor Durrani & Associates
• Fees - was Re: Masonry Storage Facilities - fees!, Dennis S. Wish, PE
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Stefan Reumers
• BOOKS ON DYNAMICS, ASC
• Re: Opinion on a structural dynamics book, Gary Hodgson & Associates
• Re: Opinion on a structural dynamics book, Gary Hodgson & Associates
• RE: Opinion on a structural dynamics book, Gary Hodgson & Associates
• Re: Canadian code(s), Gary Hodgson & Associates
• Re: PEng license, Gary Hodgson & Associates
• RE: Pipe Support Detail, Rich Lewis
• RE: Pipe Support Detail, Himat Solanki
• RE: Pipe Support Detail, Padmanabhan Rajendran
• Re: Canadian code(s), Paul Ransom
• Re: PEng license, Paul Ransom
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Harold Sprague
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Ed . Haninger
• RISA, Lb-comp top and bottom, john smith
• RE: Overturning Load Combination, Ed Tornberg
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Stefan Reumers
• RE: RISA, Lb-comp top and bottom, Wesley Werner
• Re: Opinion on a structural dynamics book, Christopher Wright
• RE: Pipe Support Detail, Scott, William N.
• RE: RISA, Lb-comp top and bottom, Haan, Scott M POA
• RE: RISA, Lb-comp top and bottom, Polhemus, Bill
• Re: RISA, Lb-comp top and bottom, john smith
• Re: Composite Design references, Structural Engineer
• RE: RISA, Lb-comp top and bottom, Eli Grassley
• RE: Pipe Support Forces for Transient Flow, Sherman, William
• RE: PEng license, Caldwell, Stan
• RE: Pipe Support Forces for Transient Flow, Himat Solanki
• RE: RISA, Lb-comp top and bottom, Mike Jones
• RE: Revit Structural and BIM, Ed Tornberg
• RE: RISA, Lb-comp top and bottom, Polhemus, Bill
• New AISC Specs - Backward Compatability of 341-05, Mark D. Anderson PE
• RE: PEng license, David Fisher
• Re: RISA, Lb-comp top and bottom, john smith
• RE: Pipe Support Forces for Transient Flow, Scott, William N.
• Re: Pipe Support Forces for Transient Flow, Mark D. Anderson PE
• SEAINT Archive: Dead of Alive ??, Caldwell, Stan
• RE: New AISC Specs - Backward Compatability of 341-05, Polhemus, Bill
• RE: PEng license, Polhemus, Bill
• RE: SEAINT Archive: Dead of Alive ??, Polhemus, Bill
• RE: New AISC Specs - Backward Compatability of 341-05, Carter, Charlie
• Re: SEAINT Archive: Dead of Alive ??, Scott Maxwell
• Re: New AISC Specs - Backward Compatability of 341-05, Mark D. Anderson PE
• RE: New AISC Specs - Backward Compatability of 341-05, Polhemus, Bill
• RE: New AISC Specs - Backward Compatability of 341-05, Carter, Charlie
• RE: PEng license, David Fisher

Fri Feb 17 00:24:34 GMT 2006

• RE: PEng license, Polhemus, Bill
• Re: PEng license, bcainse
• Importing Excel Data into Autocad, Daniel Popp
• RE: Importing Excel Data into Autocad, Eli Grassley
• RE: PEng license, David Fisher
• RE: PEng license, Haan, Scott M POA
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Daryl Richardson
• RE: Pipe Support Forces for Transient Flow, Sherman, William
• RE: Pipe Support Forces for Transient Flow, Sherman, William
• Re: SEAINT Archive: Dead of Alive ??, Mark Johnson
• Re: Opinion on a structural dynamics book, Gary Hodgson & Associates
• RE: PEng license, Foy, Warren
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Bruce Holcomb
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Polhemus, Bill
• Re: Opinion on a structural dynamics book, Christopher Wright
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Tom . Hunt
• Re: RISA, Lb-comp top and bottom, Paul Ransom
• Re: Opinion on a structural dynamics book, Paul Ransom
• Re: PEng license, Paul Ransom
• Re: Composite Design references, Structural Engineer
• Structural Engineer Needed - Gulf Region, Chuck Hanson
• RE: PEng license, Caldwell, Stan
• Re: Composite Design references, Scott Maxwell
• RE: Pang license, Polhemus, Bill
• RE: Structural Engineer Needed - Gulf Region, Polhemus, Bill
• RE: SEAINT Archive: Dead of Alive ??, Harold Sprague
• Re: Structural Engineer Needed - Gulf Region, Brian K. Smith
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Harold Sprague
• Re: Composite Design references, Himat Solanki
• RE: Importing Excel Data into Autocad, Mark Johnson

Sat Feb 18 00:31:37 GMT 2006

• FW: corrosiveness of foundation soils, Hadi Tabatabaee
• RE: gerber system, Kevin Below
• RE: Hurricane paths, Kevin Below
• Re: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Aswin Rangaswamy
• RE: Hurricane paths, Kevin Below
• RE: RISA3D vs ETABS, Kevin Below
• Re: Pipe Support Detail, Jake Watson
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Paul Ransom
• Re: Pipe Support Detail, Paul Blomberg

Sun Feb 19 07:02:21 GMT 2006

• RE: Fees - was Re: Masonry Storage Facilities - fees!, Ed Tornberg

Mon Feb 20 07:46:13 GMT 2006

• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Stefan Reumers
• RE: UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Harold Sprague
• SANDSTORM, Stefan Reumers
• RE: Pipe Support Detail, Sherman, William
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Polhemus, Bill
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Polhemus, Bill
• RE: Fees - was Re: Masonry Storage Facilities - fees!, David Fisher
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Polhemus, Bill
• Safety of Scaffold, Padmanabhan Rajendran
• RE: Fees - was Re: Masonry Storage Facilities - fees!, David Fisher
• Re: Safety of Scaffold, James Cohen
• Re: Safety of Scaffold, Ed . Haninger
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Jnapd
• RE: Fees - was Re: Masonry Storage Facilities - fees!, David Fisher
• Water Storage Tank, John Riley
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Kevin Below
• RE: Fees - was Re: Masonry Storage Facilities - fees!, Garner, Robert
• RISA, Lb-comp top and bottom, John Riley
• IBC Table 2306.4.5 - Gypsum sheathing, Ed Tornberg

Tue Feb 21 02:05:36 GMT 2006

• Re: Water Storage Tank, Jnapd
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Jordan Truesdell, PE
• Steel Truss Detailing, Rich Lewis
• Re: SANDSTORM, Robert Kazanjy
• RE: RISA, Lb-comp top and bottom, Sherman, William
• RE: SANDSTORM, Stefan Reumers
• RE: Steel Truss Detailing, Stefan Reumers
• SANDSTORM, ASC
• IBC Table 2306.4.5 - Gypsum sheathing, AWC Info
• Re: Steel Truss Detailing, Padmanabhan Rajendran
• Re: Water Storage Tank, John Riley
• Horizontal Cold Joint in Concrete Beam, Bill Allen
• Re: Horizontal Cold Joint in Concrete Beam, S. Gordin
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Paul Ransom
• Re: Fees - was Re: Masonry Storage Facilities - fees!, Paul Ransom
• RE: Horizontal Cold Joint in Concrete Beam, Bill Allen
• RE: IBC Table 2306.4.5 - Gypsum sheathing, Ed Tornberg
• RE: IBC Table 2306.4.5 - Gypsum sheathing, Polhemus, Bill
• RE: Steel Truss Detailing, Nels Roselund
• RE: corrosiveness of foundation soils, Nels Roselund
• RE: corrosiveness of foundation soils, Collier, Randy
• RE: corrosiveness of foundation soils, Ed . Haninger
• RE: corrosiveness of foundation soils, Collier, Randy
• Landscape Retaining Wall, Daryl Richardson
• RE: Landscape Retaining Wall, Kestner, James W.
• RE: Landscape Retaining Wall, Martin Li
• RE: Landscape Retaining Wall, Eli Grassley
• Re: Landscape Retaining Wall, chuck utzman
• Re: Landscape Retaining Wall, Jordan Truesdell, PE
• RE: Landscape Retaining Wall, Scott Maxwell
• RE: Landscape Retaining Wall, Michel Blangy
• RE: Landscape Retaining Wall, Eli Grassley
• RE: Landscape Retaining Wall, Garner, Robert
• Re: Landscape Retaining Wall, bcainse
• RE: corrosiveness of foundation soils, Trib K Mittra
• Re: Landscape Retaining Wall, Rhkratzse
• Re: Landscape Retaining Wall, Padmanabhan Rajendran
• Re: Landscape Retaining Wall, Padmanabhan Rajendran
• RE: Landscape Retaining Wall, Nels Roselund

Wed Feb 22 01:30:24 GMT 2006

• Re: Landscape Retaining Wall, Jordan Truesdell, PE
• Re: Landscape Retaining Wall, bcainse
• Re: Landscape Retaining Wall, Robert Kazanjy
• RE: Water Storage Tank, Sherman, William
• Re: Water Storage Tank, Christopher Wright
• Re: Landscape Retaining Wall, Gary Hodgson & Associates
• Re: Landscape Retaining Wall, Jim Getaz
• Re: Horizontal Cold Joint in Concrete Beam, Jim Getaz
• Re: Landscape Retaining Wall, Jordan Truesdell, PE
• RE: Water Storage Tank, Padmanabhan Rajendran
• RE: Water Storage Tank, M. David Finley, P.E., P.A.
• RE: Steel Truss Detailing, M. David Finley, P.E., P.A.
• RE: Water Storage Tank, John Riley
• RE: Water Storage Tank, Chris Towne
• Equipment OSHPD Compliance, Vehabovic, Ibro
• Re: Equipment OSHPD Compliance, Padmanabhan Rajendran
• RE: corrosiveness of foundation soils, Tom . Hunt
• Re: Safety of Scaffold, Tom . Hunt
• RE: Water Storage Tank, John Riley
• RE: Water Storage Tank, Polhemus, Bill

Thu Feb 23 04:01:00 GMT 2006

• Wire reinforcement in salbs on ground, Kevin Below
• Timber Frame on Concrete Boxes, Avicpeng
• Re: Wire reinforcement in salbs on ground, Robert Kazanjy
• RE: Wire reinforcement in slabs on ground, Harold Sprague
• Re: Wire reinforcement in salbs on ground, Stanley E Scholl
• Re: Timber Frame on Concrete Boxes, Scott Maxwell
• Expansion Joint in Staad Model, Manuel Zuniega II
• Expansion Joint in Staad Model, Manuel Zuniega II
• RE: Wire reinforcement in salbs on ground, Polhemus, Bill
• Re: Landscape Retaining Wall, Gary Hodgson & Associates
• Re: Wire reinforcement in salbs on ground, Gary Hodgson & Associates
• Re: Wire reinforcement in salbs on ground, Padmanabhan Rajendran
• RE: Wire reinforcement in salbs on ground, Bruce Holcomb
• RE: Wire reinforcement in salbs on ground, Stefan Reumers
• RE: Expansion Joint in Staad Model, Sherman, William
• RE: Expansion Joint in Staad Model, Stuart, Matthew
• Re: Landscape Retaining Wall, Daryl Richardson
• Live load distribution for bridge girders, Scott Maxwell
• UFC Seismic Design Crit, David Topete
• RE: Live load distribution for bridge girders, M. David Finley, P.E., P.A.
• RE: Live load distribution for bridge girders, Joe Grill
• RE: UFC Seismic Design Crit, Michelle Motchos
• Re: Expansion Joint in Staad Model, bcainse
• Re: Live load distribution for bridge girders, Daryl Richardson
• Re: Expansion Joint in Staad Model, Daryl Richardson
• RE: UFC Seismic Design Crit, David Topete
• RE: UFC Seismic Design Crit, Michelle Motchos
• old building with "Kahn reinforcing" floor system, Bruce Holcomb
• RE: old building with "Kahn reinforcing" floor system, Kestner, James W.
• Re: Live load distribution for bridge girders, Scott Maxwell
• RE: UFC Seismic Design Crit, Harold Sprague

Fri Feb 24 00:34:56 GMT 2006

• RE: UFC Seismic Design Crit, David Topete
• RE: Wire reinforcement in slabs on ground, Kevin Below
• RE: Wire reinforcement in salbs on ground, Kevin Below
• RE: Wire reinforcement in salbs on ground, Kevin Below
• Re: Wire reinforcement in salbs on ground, BCainse
• Fees, Dennis S. Wish, PE
• Re: old building with "Kahn reinforcing" floor system, Dr Masroor
• RE: Wire reinforcement in salbs on ground, Gary Hodgson & Associates
• RE: Wire reinforcement in salbs on ground, Gary Hodgson & Associates
• slab on grade wwf, Andy Richardson
• RE: Wire reinforcement in salbs on ground, Polhemus, Bill
• RE: Wire reinforcement in salbs on ground, Kevin Below
• RE: UFC Seismic Design Crit, Dickey, David
• RE: Wire reinforcement in salbs on ground, Bruce Holcomb
• Princeton Review: Update, Caldwell, Stan
• Re: slab on grade wwf, davemaynard
• RE: UFC Seismic Design Crit, David Topete
• Re: slab on grade wwf, bcainse
• Re: Landscape Retaining Wall, Now Way OT!, Jim Getaz
• Re: Live load distribution for bridge girders, Suresh Acharya
• RE: Fees, Ed Tornberg
• RE: Fees, Polhemus, Bill
• Steel Beam Plice Location, Rich Lewis

Sat Feb 25 03:03:29 GMT 2006

• Re: Fees, Stanley E Scholl
• Re: slab on grade wwf, Gary Hodgson & Associates
• RE: Wire reinforcement in salbs on ground, Gary Hodgson & Associates

Sun Feb 26 07:27:19 GMT 2006

• Lumb-R-Grip Hanger Hooks, Dennis S. Wish, PE
• Tension capacity for insert plate (Embedment), amit bhatt
• Re: Lumb-R-Grip Hanger Hooks, Jordan Truesdell, PE
• Re: Lumb-R-Grip Hanger Hooks, Daryl Richardson
• Re: Lumb-R-Grip Hanger Hooks, Jordan Truesdell, PE
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright

Mon Feb 27 00:03:33 GMT 2006

• Re: Lumb-R-Grip Hanger Hooks, Jordan Truesdell, PE
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• RE: PRACTICE: Direct Supervision, Sherman, William
• Re: Tension capacity for insert plate (Embedment), Gary Hodgson & Associates
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• RE: Fees, Jeremy White
• RE: PRACTICE: Direct Supervision, Jeremy White
• Re: Tension capacity for insert plate (Embedment), amit bhatt
• RE: PRACTICE: Direct Supervision, Polhemus, Bill
• Steel Beam Splice Location, Rich Lewis
• RE: Steel Beam Splice Location, Robert E Shaw Jr
• AUTOCAD: What's Your Preference?, Polhemus, Bill
• RE: AUTOCAD: What's Your Preference?, Gerard Madden, SE
• Re: AUTOCAD: What's Your Preference?, Gary Grinstead
• RE: AUTOCAD: What's Your Preference?, Garner, Robert
• Re: AUTOCAD: What's Your Preference?, Jordan Truesdell, PE
• Re: Fees, Jordan Truesdell, PE
• Siporex Panels, Mark McCormick
• RE: Steel Beam Splice Location, Bruce Holcomb
• RE: Steel Beam Splice Location, Rich Lewis
• RE: AUTOCAD: What's Your Preference?, Rich Lewis
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• Precast concrete barrier wall (spandrel) design against vehicle impact load., Wontae Kim
• RE: Precast concrete barrier wall (spandrel) design againstvehicle impact load., Garner, Robert
• RE: Precast concrete barrier wall (spandrel) design againstvehicle impact load., Kevin Elbury
• Re: Precast concrete barrier wall (spandrel) design againstvehicle  impact load., Rhkratzse

Tue Feb 28 00:09:23 GMT 2006

• Re: AUTOCAD: What's Your Preference?, John Riley
• Re: Lumb-R-Grip Hanger Hooks, John Riley
• RE: Lumb-R-Grip Hanger Hooks, dave lowen
• Re: old building with "Kahn reinforcing" floor system, John Riley
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• Locust allowable bending stress values, Scott Maxwell
• RE: Fees, Gary Hodgson & Associates
• Re: Tension capacity for insert plate (Embedment), Gary Hodgson & Associates
• Re: Siporex Panels, Gary Hodgson & Associates
• Mechanical and Electrical Seismic Loads, Wesley Werner
• Re: Lumb-R-Grip Hanger Hooks, Dennis S. Wish, PE
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• RE: Locust allowable bending stress values, Polhemus, Bill
• RE: Fees, Polhemus, Bill
• RE: Lumb-R-Grip Hanger Hooks, Polhemus, Bill
• Product Responsibility : Was: Lumb-R-Grip Hooks, Dennis S. Wish, PE
• Re: Lumb-R-Grip Hanger Hooks, Christopher Wright
• RE: Mechanical and Electrical Seismic Loads, Eli Grassley
• RE: Mechanical and Electrical Seismic Loads, Brian S Bossley
• Re: Product Responsibility : Was: Lumb-R-Grip Hooks, Jordan Truesdell, PE
• RE: Mechanical and Electrical Seismic Loads, Sherman, William
• Re: AUTOCAD: What's Your Preference?, David Merrick
• Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: Lag Bolts into Narrow Face of a Stud, Polhemus, Bill
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: AUTOCAD: What's Your Preference?, mbr
• RE: Lag Bolts into Narrow Face of a Stud, Bill Allen
• RE: Lag Bolts into Narrow Face of a Stud, SEAINTLIST
• RE: AUTOCAD: What's Your Preference?, PLD Dall
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: Lag Bolts into Narrow Face of a Stud, Tarek Mokhtar
• RE: Lag Bolts into Narrow Face of a Stud, Mark E. Deardorff
• RE: AUTOCAD: What's Your Preference?, Mike Jones
• RE: Lag Bolts into Narrow Face of a Stud, Michel, Greg
• RE: Lag Bolts into Narrow Face of a Stud, Chuck Ritter
• RE: Mechanical and Electrical Seismic Loads, Wesley Werner
• RE: Lag Bolts into Narrow Face of a Stud, Chuck Ritter
• RE: Lag Bolts into Narrow Face of a Stud, Eli Grassley
• RE: Lag Bolts into Narrow Face of a Stud, Michel Blangy
• RE: AUTOCAD: What's Your Preference?, John Riley
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• Re: Product Responsibility : Was: Lumb-R-Grip Hooks, Christopher Wright
• RE:Lag Bolts into Narrow Face of a Stud, Jason Atwood

Wed Mar 01 00:11:28 GMT 2006

• RE: Mechanical and Electrical Seismic Loads, Brian S Bossley
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• Re: Lag Bolts into Narrow Face of a Stud, BPCE
• RE: Lag Bolts into Narrow Face of a Stud, Eli Grassley
• Re: Fees, Stanley E Scholl
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: Lag Bolts into Narrow Face of a Stud, Suresh Acharya
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• RE: AUTOCAD: What's Your Preference?, Jason Christensen
• Re: Locust allowable bending stress values, Stanley E Scholl
• RE: AUTOCAD: What's Your Preference?, PLD D
• RE: AUTOCAD: What's Your Preference?, PLD D
• RE: AUTOCAD: What's Your Preference?, PLD D
• SE Review Workshops in LA and SF, StructuralReview
• RE: AUTOCAD: What's Your Preference?, Polhemus, Bill
• RE: AUTOCAD: What's Your Preference?, Jason Christensen
• RE: AUTOCAD: What's Your Preference?, Polhemus, Bill
• RE: AUTOCAD: What's Your Preference?, Gerard Madden, SE
• RE: Princeton Review: Update, SEAINTLIST
• RE: Princeton Review: Update, Polhemus, Bill
• RE: Princeton Review: Update, Caldwell, Stan
• RE: AUTOCAD: What's Your Preference?, Bill Allen
• RE: Princeton Review: Update, David Topete
• RE: Princeton Review: Update, Polhemus, Bill
• RE: Princeton Review: Update, Garner, Robert
• RE: AUTOCAD: What's Your Preference?, Gerard Madden, SE
• RE: Bar Grating, Mark E. Deardorff
• RE: Princeton Review: Update, Stuart, Matthew
• RE: Princeton Review: Update, Polhemus, Bill
• Bar Grating, Mark Pemberton
• RE: Princeton Review: Update, Jeremy White
• RE: Bar Grating, Collier, Randy
• RE: Princeton Review: Update, Jeremy White
• Re: Princeton Review: Update, Jordan Truesdell, PE
• RE: Princeton Review: Update, Scott Maxwell
• RE: Princeton Review: Update, Scott Maxwell
• RE: Princeton Review: Update, Polhemus, Bill
• Re: Princeton Review:  Update, Rhkratzse
• RE: Princeton Review: Update, Wesley Werner
• RE: AUTOCAD: What's Your Preference?, Gerard Madden, SE
• RE: Princeton Review: Update, Polhemus, Bill
• RE: Princeton Review: Update, Garner, Robert
• Re: Princeton Review:  Update, Rhkratzse
• RE: Princeton Review: Update, Jeremy White
• RE: Princeton Review: Update, Bruce Holcomb
• RE: AUTOCAD: What's Your Preference?, Bill Allen
• RE: Princeton Review: Update, Foy, Warren
• RE: Princeton Review: Update, Jeremy White
• RE: Princeton Review:  Update, Gerard Madden, SE
• Risa Floor, Jason Atwood
• RE: AUTOCAD: What's Your Preference?, Wesley Werner
• Re: Risa Floor, Joseph Harouni
• RE: AUTOCAD: What's Your Preference?, Eli Grassley
• PT Slab On Grade for Residential structures, SEAINTLIST
• Truss Plate Values, Joe Grill

Thu Mar 02 00:23:22 GMT 2006

• RE: AUTOCAD: What's Your Preference?, Ed . Haninger
• RE: AUTOCAD: What's Your Preference?, Scott Maxwell
• RE: Princeton Review: Update, Scott Maxwell
• RE: Princeton Review: Update, Michelle Motchos
• Wind Load Edge Distances, Wesley Werner
• RE: Lag Bolts into Narrow Face of a Stud, Nels Roselund
• RE: Risa Floor, SEAINTLIST
• Re: Wind Load Edge Distances, Padmanabhan Rajendran
• Wind Load Edge Distances, Wesley Werner
• RE: Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
• Re: Wind Load Edge Distances, Brian K. Smith
• Auger Piles vs. Driven Piles, Jorge Jimenez
• 3X Plates and Washers on Intermediate Anchors, Bill Allen
• RE: Risa Floor, Martin Li
• RE: 3X Plates and Washers on Intermediate Anchors, Garner, Robert
• RE: 3X Plates and Washers on Intermediate Anchors, Gerard Madden, SE
• RE: 3X Plates and Washers on Intermediate Anchors, Gerard Madden, SE
• RE: 3X Plates and Washers on Intermediate Anchors, Kipp Martin
• Re: Risa Floor, Joseph Harouni
• Re: 3X Plates and Washers on Intermediate Anchors, Jnapd
• Re: 3X Plates and Washers on Intermediate Anchors, Rhkratzse
• RE: 3X Plates and Washers on Intermediate Anchors, Garner, Robert
• Re: Princeton Review: Update, Paul Ransom
• Re: Princeton Review: Update, Paul Ransom
• RE: 3X Plates and Washers on Intermediate Anchors, Gerard Madden, SE
• Re: Princeton Review: Update, Jnapd
• Re: 3X Plates and Washers on Intermediate Anchors, Rhkratzse
• Re: Princeton Review: Update, Drew Morris
• RE: 3X Plates and Washers on Intermediate Anchors, Chuck Ritter
• RE: Wind Load Edge Distances, Nels Roselund
• Sharing Holdowns @ Corners, Rich Lewis
• Re: Sharing Holdowns @ Corners, Brian K. Smith
• Re: Princeton Review: Update, Daryl Richardson
• RE: Sharing Holdowns @ Corners, Eli Grassley
• Re: Sharing Holdowns @ Corners, Jordan Truesdell, PE
• Re: 3X Plates and Washers on Intermediate Anchors, Daryl Richardson
• RE: Sharing Holdowns @ Corners, Kestner, James W.
• RE: Sharing Holdowns @ Corners, Bill Allen
• Re: Princeton Review: Update, Scott Maxwell
• RE: Sharing Holdowns @ Corners, Rich Lewis
• RE: Princeton Review: Update, Jeremy White
• Re: Sharing Holdowns @ Corners, S. Gordin
• Re: Princeton Review: Update, S. Gordin
• Re: Sharing Holdowns @ Corners, S. Gordin
• RE: 3X Plates and Washers on Intermediate Anchors, Haan, Scott M POA
• Re: Princeton Review: Update, S. Gordin
• RE: 3X Plates and Washers on Intermediate Anchors, Haan, Scott M POA
• Re: Princeton Review: Update, Jnapd
• Re: Sharing Holdowns @ Corners, Jnapd
• Re: Princeton Review: Update, Jnapd
• Re: Princeton Review: Update, S. Gordin
• RE: 3X Plates and Washers on Intermediate Anchors, Garner, Robert
• Re: 3X Plates and Washers on Intermediate Anchors, Jnapd
• RE: 3X Plates and Washers on Intermediate Anchors, Chuck Ritter
• RE: Sharing Holdowns @ Corners, Bill Allen
• RE: 3X Plates and Washers on Intermediate Anchors, Scott Maxwell
• RE: 3X Plates and Washers on Intermediate Anchors, Bill Allen

Fri Mar 03 00:15:18 GMT 2006

• RE: 3X Plates and Washers on Intermediate Anchors, Eli Grassley
• RE: Sharing Holdowns @ Corners, Nels Roselund
• FEMA-350 OMF = 2003 IMRF?, Haan, Scott M POA
• RE: 3X Plates and Washers on Intermediate Anchors, Scott Maxwell
• Re: 3X Plates and Washers on Intermediate Anchors, Robert Kazanjy
• RE: Princeton Review: Update, Gary Hodgson & Associates
• Re: Princeton Review: Update, Paul Ransom
• Re: Princeton Review: Update, Paul Ransom
• Re: Princeton Review: Update, Paul Ransom
• RE: Princeton Review: Update, Garner, Robert
• Re: Princeton Review: Update, Scott Maxwell
• Google Earth Locating Parcels, Pedro Muñoz
• RE: Google Earth Locating Parcels, Pedro Muñoz
• RE: Google Earth Locating Parcels, Sharon
• Re: Google Earth Locating Parcels, bcainse
• Re: Wind Load Edge Distances, smithegr
• Plotter Recommendation, M. David Finley, P.E., P.A.
• RE: 3X Plates and Washers on Intermediate Anchors, Bill Allen
• RE: 3X Plates and Washers on Intermediate Anchors, Bill Allen
• Re: Plotter Recommendation, David Topete
• RE: Google Earth Locating Parcels, Mark E. Deardorff
• Re: 3X Plates and Washers on Intermediate Anchors, Robert Kazanjy
• Re: 3X Plates and Washers on Intermediate Anchors, Jnapd
• Re: 3X Plates and Washers on Intermediate Anchors, chuck utzman
• Re: 3X Plates and Washers on Intermediate Anchors, Jnapd
• Re: 3X Plates and Washers on Intermediate Anchors, coengineer
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Rhkratzse
• Re: Plotter Recommendation, Mark Pemberton
• Re: Sharing Holdowns @ Corners, Jnapd
• Site Specific Seismic IBC 2000, Brian Stanley
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Jnapd
• RE: Plotter Recommendation, David Fisher
• Windsor Chairs--was: 3X Plates and Washers on Intermediate Anchors, Michael Hemstad
• RE: Plotter Recommendation, Gerard Madden, SE
• RE: Site Specific Seismic IBC 2000, Gerard Madden, SE
• RE: Plotter Recommendation, Gerard Madden, SE
• RE: Plotter Recommendation, Kevin Polin
• Re: Plotter Recommendation, Neil Moore
• Re: Plotter Recommendation, Jordan Truesdell, PE
• RE: Plotter Recommendation, Gerard Madden, SE
• RE: Plotter Recommendation, SEAINTLIST
• RE: Plotter Recommendation, David Fisher
• RE: Plotter Recommendation, Jascopac
• RE: Plotter Recommendation, Neil Moore
• Synthetic Bearing Material, Raymond Shreenan
• RE: Plotter Recommendation, Bill Allen
• RE: Synthetic Bearing Material, Stuart, Matthew
• RE: Plotter Recommendation, Neil Moore
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], bcainse

Sat Mar 04 00:07:06 GMT 2006

• Re: Synthetic Bearing Material, Raymond Shreenan
• RE: Synthetic Bearing Material, Stuart, Matthew
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Rhkratzse
• Re: Synthetic Bearing Material, Raymond Shreenan
• Re: Plotter Recommendation, Jnapd
• Re: Plotter Recommendation, Scott Maxwell
• Re: Plotter Recommendation, Neil Moore
• Re: 3X Plates and Washers on Intermediate Anchors, Robert Kazanjy
• Re: Windsor Chairs--was: 3X Plates and Washers on Intermediate Anchors, Robert Kazanjy
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Robert Kazanjy
• Re: 3X Plates and Washers on Intermediate Anchors, Robert Kazanjy
• Re: Plotter Recommendation, Gary Hodgson & Associates
• Google Earth Locating Parcels, David Merrick
• printer / scanner / copier Recommendation, jerold taylor
• Re: 3X Plates and Washers on Intermediate Anchors, chuck utzman
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], chuck utzman
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Robert Kazanjy
• Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Rhkratzse
• Residential drag trusses, Mark D. Baker
• Re: Residential drag trusses, Raymond Shreenan
• RE: Site Specific Seismic IBC 2000, Sherman, William

Sun Mar 05 15:36:22 GMT 2006

• RE: Google Earth Locating Parcels, James Getaz
• Re: Residential drag trusses, lrhauer
• Re: printer / scanner / copier Recommendation, Daryl Richardson
• Re: Synthetic Bearing Material, Daryl Richardson
• Re: Google Earth Locating Parcels, bcainse

Mon Mar 06 00:12:18 GMT 2006

• Re: Princeton Review: Update, Daryl Richardson
• Re: Synthetic Bearing Material, Raymond Shreenan
• Re: printer / scanner / copier Recommendation, Gary Hodgson & Associates
• RE: Plotter Recommendation, Ed . Haninger
• ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• Re: ASCE 7-02: Live Load on Canopy, Padmanabhan Rajendran
• Re: printer / scanner / copier Recommendation, ENGRLAINES
• RE: ASCE 7-02: Live Load on Canopy, Bruce Holcomb
• Design Criteria for Falling Ice, Josh Comfort
• RE: Design Criteria for Falling Ice, Scott, William N.
• RE: ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• RE: Design Criteria for Falling Ice, Garner, Robert
• RE: ASCE 7-02: Live Load on Canopy, Michelle Motchos
• ASCE 7-02: Live Load on Canopy, John Riley
• RE: ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• Re: ASCE 7-02: Live Load on Canopy, Raymond Shreenan
• Re: Residential drag trusses, Gautam Manandhar
• RE: ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• ASTM A 576 anchor bolts, Bruce Holcomb
• 1/2 inch gap under bottom chord, Chance, Acie
• RE: 1/2 inch gap under bottom chord, Gustavo Franco
• Re: 1/2 inch gap under bottom chord, John Riley
• RE: 1/2 inch gap under bottom chord, Christopher
• RE: ASTM A 576 anchor bolts, Harold Sprague
• Diaphragms, Mark Pemberton
• 1/2 inch gap under bottom chord, Jason Atwood
• Re: 1/2 inch gap under bottom chord, Roger Davis
• RE: 1/2 inch gap under bottom chord, Harold Sprague
• Truss gap over the wall, Raymond Shreenan
• Slab on grade thickness, Yi Yang
• RE: Truss gap over the wall, Chance, Acie
• RE: 1/2 inch gap under bottom chord, Joe Grill
• RE: Truss gap over the wall, Joe Grill
• Re: ASCE 7-02: Live Load on Canopy, bcainse
• Re: Truss gap over the wall [truss skroo-ups], Rhkratzse

Tue Mar 07 00:23:12 GMT 2006

• RE: 1/2 inch gap under bottom chord, Harold Sprague
• RE: Design Criteria for Falling Ice, Harold Sprague
• Re: 1/2 inch gap under bottom chord, Daryl Richardson
• Re: 1/2 inch gap under bottom chord, Jnapd
• Re: Truss gap over the wall, Jnapd
• Re: Truss gap over the wall [truss skroo-ups], bcainse
• query, sherine casilda
• Re: Truss gap over the wall [truss skroo-ups], Rhkratzse
• Borate-treated foundation sills instead of Stainless Steel, Thor Matteson
• Re: Truss gap over the wall [truss skroo-ups], AYUB ELAHI
• Re: ASCE 7-02: Live Load on Canopy, IRV FRUCHTMAN
• RE: Synthetic Bearing Material, Stuart, Matthew
• RE: ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• RE: ASCE 7-02: Live Load on Canopy, Polhemus, Bill
• RE: Truss gap over the wall, Bill Allen
• RE: 1/2 inch gap under bottom chord, Bill Allen
• Got My "Steel Construction Manual", Polhemus, Bill
• ISO 3010:2001 - Basis for design of structures - Seismic actions on structures, Tripp Howard
• Design Criteria for Falling Ice, Michael Hemstad
• RE: ISO 3010:2001 - Basis for design of structures - Seismic acti ons on structures, Scott, William N.
• RE: ISO 3010:2001 - Basis for design of structures - Seismic actions on structures, Polhemus, Bill
• Maximum deflection allowed for a steel stringer using AREA, Ángel Gómez (megared)
• RE: Got My "Steel Construction Manual", Harold Sprague
• RE: ISO 3010:2001 - Basis for design of structures - Seismic actions on structures, Tripp Howard
• Re: Truss gap over the wall, Raymond Shreenan
• RE: Truss gap over the wall, sutej
• Re: Borate-treated foundation sills instead of Stainless Steel, chuck utzman
• RE: Slab on grade thickness, Sherman, William
• Re: Truss gap over the wall [truss skroo-ups], Jordan Truesdell, PE
• Re: Truss gap over the wall [truss skroo-ups], Jnapd
• Re: Borate-treated foundation sills instead of Stainless Steel, Jordan Truesdell, PE
• Re: Truss gap over the wall [truss skroo-ups], Jordan Truesdell, PE
• Re: Truss gap over the wall [truss skroo-ups], Jnapd
• RE: ISO 3010:2001 - Basis for design of structures - Seismic actions on structures, Gunnar H. Isleifsson
• Re: Builders' Own Houses - WasTruss gap over the wall [truss skroo-ups], Daryl Richardson

Wed Mar 08 02:19:52 GMT 2006

• User Interface Follies, Polhemus, Bill
• The power of intuition in Engineering, Ddumba Nathan
• Re: User Interface Follies, David Smith
• Re: User Interface Follies, Tom . Hunt
• Re: User Interface Follies, Paul Ransom
• Development Length in ASD and USD, Wontae Kim
• RE: User Interface Follies, Polhemus, Bill
• RE: Development Length in ASD and USD, Sherman, William
• Re: Development Length in ASD and USD, Tom . Hunt
• RE: Princeton Review: Update, Michel Blangy
• Re: Princeton Review:  Update [cracks], Rhkratzse
• Re: The power of intuition in Engineering, Christopher Wright
• Re: Borate-treated foundation sills instead of Stainless Steel, David Merrick
• Re: 1/2 inch gap under bottom chord, John Riley
• Re: ASCE 7-02: Live Load on Canopy, David Merrick
• RE: ASCE 7-02: Live Load on Canopy, Nels Roselund
• Example analyais of a portal frame, Jordan Truesdell, PE
• Long-Span Beam, Donald R. Bryant, PE
• RE: Example analyais of a portal frame, Gary Ehrlich
• Re: Example analyais of a portal frame, Paul Feather
• RE: Example analyais of a portal frame, Nels Roselund
• Concrete Crack Control, Joe Grill
• Foundation Setback, Ed Najjarine, SE
• RE: Concrete Crack Control, Sherman, William

Thu Mar 09 00:17:57 GMT 2006

• Re: Foundation Setback, Paul Feather
• Re: Long-Span Beam, Daryl Richardson
• RE: Example analyais of a portal frame, Neil Moore
• Hi, Pankaj Taneja
• Re: Borate-treated foundation sills instead of Stainless Steel, Thor Matteson
• IBC 2003 Seismic, Larsen, Trevor
• Re: Borate-treated foundation sills instead of Stainless Steel, Paul Ransom
• RE: Long-Span Beam, Kestner, James W.
• Lateral Torsional Buckling, Padmanabhan Rajendran
• Re: Lateral Torsional Buckling, Daryl Richardson
• RE: Concrete Crack Control, Joe Grill
• RE: Lateral Torsional Buckling, Kestner, James W.
• HUMOR: "Stupid Units-Of-Measure Tricks", Polhemus, Bill
• Another ACAD question--> placing points, PLD D
• Re: Lateral Torsional Buckling, Padmanabhan Rajendran
• RE: Another ACAD question--> placing points, Gerard Madden, SE
• RE: IBC 2003 Seismic, Harold Sprague
• Waterstops, and waterproofing, Joe Grill
• RE: Lateral Torsional Buckling, Scott, William N.
• RE: Lateral Torsional Buckling, Padmanabhan Rajendran
• Re: Borate-treated foundation sills instead of Stainless Steel, chuck utzman
• Re: Waterstops, and waterproofing, Padmanabhan Rajendran
• NEWS ITEM: "NASA's Cassini Discovers Potential Liquid Water on [Saturn's moon] Enceladus", Polhemus, Bill
• Out of plane shear in hollow CMU, Benjamin Cornelius
• RE: Out of plane shear in hollow CMU, Eli Grassley

Fri Mar 10 03:57:43 GMT 2006

• Re: Lateral Torsional Buckling, Daryl Richardson
• Re: Out of plane shear in hollow CMU, Scott Maxwell
• Re: Lateral Torsional Buckling, Paul Ransom
• Re: Lateral Torsional Buckling, Padmanabhan Rajendran
• Refrigerated Railcars, Wesley Werner
• Refrigerated Railcars, Tom . Hunt
• Refrigerated Railcars, Ed . Haninger
• Refrigerated Railcars, Wesley Werner
• Re: Refrigerated Railcars, bcainse
• CONCRETE: Steel Reinforcing Hot-Work, Polhemus, Bill
• Re: CONCRETE: Steel Reinforcing Hot-Work, Tom . Hunt
• RE: CONCRETE: Steel Reinforcing Hot-Work, Polhemus, Bill
• Re: CONCRETE: Steel Reinforcing Hot-Work, Roger Davis
• Re: CONCRETE: Steel Reinforcing Hot-Work, Roger Davis
• RE: CONCRETE: Steel Reinforcing Hot-Work, Mark E. Deardorff
• Lateral Torsional Buckling, Michael Hemstad
• Re: Refrigerated Railcars, Robert Kazanjy

Sat Mar 11 04:13:27 GMT 2006

• Re: Waterstops, and waterproofing, Stanley E Scholl
• Re: Waterstops, and waterproofing, Stanley E Scholl
• Re: SPAM-LOW: IBC 2003 Seismic, Dr Masroor
• Re: SPAM-LOW: CONCRETE: Steel Reinforcing Hot-Work, Dr Masroor
• Re: Waterstops, and waterproofing, Mark Gilligan
• Re: Lateral Torsional Buckling, Padmanabhan Rajendran
• Re: Waterstops, and waterproofing, Padmanabhan Rajendran
• Re: Refrigerated Railcars, Curtis Fortenberry
• Re: Refrigerated Railcars, Rhkratzse
• Re: Lateral Torsional Buckling, Daryl Richardson
• ACI 12.1, Jules G

Sun Mar 12 00:33:23 GMT 2006

• RE: Refrigerated Railcars, dave lowen
• cbc omega for wood, Jason Atwood
• RE: cbc omega for wood, SEAINTLIST
• Re: Refrigerated Railcars, Robert Kazanjy
• PT SOG gravel base topping, Walter Don DeVore, Jr.
• RE: PT SOG gravel base topping, Harold Sprague

Mon Mar 13 03:24:24 GMT 2006

• Re: The power of intuition in Engineering, Richard Hess
• Re: The power of intuition in Engineering, Walter Don DeVore, Jr.
• Re: The power of intuition in Engineering, Walter Don DeVore, Jr.
• Another ACAD question--> placing points, Mark Johnson
• RE: PT SOG gravel base topping, Nels Roselund
• RE: PT SOG gravel base topping, Polhemus, Bill
• RE: SOG gravel base topping, Sherman, William

Tue Mar 14 00:05:13 GMT 2006

• Bolted Connection To Existing Old Steel, Daryl Richardson
• Re: Bolted Connection To Existing Old Steel, Drew Morris
• Re: SOG gravel base topping, bcainse
• Re: Bolted Connection To Existing Old Steel, Daryl Richardson
• Coefficient of Friction between Boulders, DRPFLY
• Re: Coefficient of Friction between Boulders, Jnapd
• RE: Bolted Connection To Existing Old Steel, SEAINTLIST
• Re: Bolted Connection To Existing Old Steel, Padmanabhan Rajendran
• Re: Coefficient of Friction between Boulders, DRPFLY
• Re: Bolted Connection To Existing Old Steel, Gary Hodgson & Associates
• RE: Bolted Connection To Existing Old Steel, G Vishwanath
• Re: Bolted Connection To Existing Old Steel, Padmanabhan Rajendran
• Atlantic Building Systems, Brian S Bossley
• RE: Atlantic Building Systems, Collier, Randy
• RE: Atlantic Building Systems, Polhemus, Bill
• Re: Bolted Connection To Existing Old Steel, Daryl Richardson
• RE: Atlantic Building Systems, Brian S Bossley
• Software Fun, Paul Feather
• RE: Software Fun, Nuttall, Davin J.
• RE: Software Fun, Joe Grill
• RE: Software Fun, Tom . Hunt
• RE: Software Fun, Mike Jones
• RE: Software Fun, Polhemus, Bill
• RE: Software Fun, Polhemus, Bill
• RE: Software Fun, Polhemus, Bill
• RE: Software Fun, Christopher
• RE: Software Fun, Polhemus, Bill
• Re: Software Fun, Paul Feather
• RE: Software Fun, Bill Allen
• Re: Software Fun, Padmanabhan Rajendran
• RE: Software Fun, Polhemus, Bill
• RE: Software Fun, Polhemus, Bill
• Re: Software Fun, Rhkratzse
• RE: Software Fun, Ed . Haninger
• RE: Software Fun, Scott Maxwell
• RE: Software Fun, Polhemus, Bill
• RE: Software Fun, Polhemus, Bill
• Lawyers, Caldwell, Stan

Thu Mar 16 19:43:18 GMT 2006

• RE: Software Fun, Trib K Mittra
• Norbord Windstorm OSB panels, Neil Moore
• Bolted Connection To Existing Old Steel, Ddumba Nathan
• Calgary, Kevin Below
• Is the listserv down? I have not gotten a message in over a day., Randall Moore PE SE
• The power of intuition in Engineering, Ddumba Nathan
• HILTI Anchors for Vessels, Padmanabhan Rajendran
• Fw: Shearwall bottom plate, Tim Rudolph, PE
• Re: Norbord Windstorm OSB panels, Tripp Howard
• Re: Fw: Shearwall bottom plate, Jnapd
• Cub scout project, Rich Kip
• drainage board under bldg, Tarek Mokhtar
• RE: The power of intuition in Engineering, Polhemus, Bill
• Re: Shearwall bottom plate, bcainse
• drainage board under bldg, Tarek Mokhtar
• RE: Shearwall bottom plate, Gerard Madden, SE
• Wall loading to exist. slab, Joe Grill
• RE: Is the listserv down? I have not gotten a message in over a day., Brian S Bossley
• Pipe Stanchion, Ritesh Patel
• RE: Wall loading to exist. slab, Gerard Madden, SE
• RE: Is the listserv down? I have not gotten a message in over a day., Mark E. Deardorff
• RE: HILTI Anchors for Vessels, Michelle Motchos
• RE: Wall loading to exist. slab, Mark E. Deardorff
• RE: The power of intuition in Engineering, Scott, William N.
• RE: Cub scout project, Dave Adams
• cub scouts, Robert Freeman

Fri Mar 17 00:09:49 GMT 2006

• Residential prescriptive MWFRS wind pressure, Jim Wilson
• RE: Cub scout project, Garner, Robert
• old booklet, John J. Treff
• HILTI Anchors for Vessels, Padmanabhan Rajendran
• ASCE 7 Gable Wind Loads, Brian S Bossley
• QUESTION REGARDING STRUCTURAL ENG. GRUPS, mozhgan yaghubshahi
• RE: Cub scout project, Polhemus, Bill
• RE: Residential prescriptive MWFRS wind pressure, Eli Grassley
• Post tensioning inspection manual, Anantha Narayan C.K.
• RE: drainage board under bldg, Kestner, James W.
• RE: Cub scout project, Chance, Acie
• RE: Residential prescriptive MWFRS wind pressure, Dave Adams
• Re: Wall loading to exist. slab, Daryl Richardson
• cub scouts, Ed . Haninger
• RE: Is the listserv down? I have not gotten a message in over a day., Polhemus, Bill
• RE: Cub scout project, Pilarski, Paul
• RE: QUESTION REGARDING STRUCTURAL ENG. GRUPS, Ben Yousefi
• RE: Post tensioning inspection manual, Brian Stanley
• Re: Wall loading to exist. slab, Jnapd
• Re Re: Fw: Shearwall bottom plate, Tim Rudolph, PE
• Re: drainage board under bldg, Jnapd
• Re: Re Re: Fw: Shearwall bottom plate, Jnapd
• Re: Wall loading to exist. slab, jkh(--nospam--at)jamkar.com
• Re: Norbord Windstorm OSB panels, Neil Moore
• Re: old booklet, Jnapd
• Re: old booklet, Jim Hannah
• Re: Wall loading to exist. slab, Stanley E Scholl
• RE: ASCE 7 Gable Wind Loads, Polhemus, Bill
• Re: Norbord Windstorm OSB panels, Scott Maxwell
• Re: ASCE 7 Gable Wind Loads, Scott Maxwell
• Re: ASCE 7 Gable Wind Loads, Scott Maxwell
• RE: ASCE 7 Gable Wind Loads, Brian S Bossley
• RE: Software Fun, Rand W Holtham
• SAP2000 for post tensioned girders, Anantha Narayan C.K.
• RE: Wall loading to exist. slab, Keith Pabst
• RE: Residential prescriptive MWFRS wind pressure, Dave Adams
• RE: Wall loading to exist. slab, Joe Grill
• cub scouts, Tom . Hunt
• RE: QUESTION REGARDING STRUCTURAL ENG. GRUPS, Tom . Hunt
• 2006 IBC, Joe Grill
• RE: Wall loading to exist. slab, Bill Allen
• Cubstruction, Greene, Al [PTS]
• Re: Wall loading to exist. slab, S. Gordin
• HILTI Anchor for anchoring Vessels, Padmanabhan Rajendran
• Re: HILTI Anchor for anchoring Vessels, Mark D. Anderson PE
• Re: Wall loading to exist. slab, Jordan Truesdell, PE
• RE: Wall loading to exist. slab, Roger Davis
• Re: HILTI Anchor for anchoring Vessels, Harold Sprague
• RE: Post tensioning inspection manual, Harold Sprague
• Re: Wall loading to exist. slab, S. Gordin
• RE: old booklet, Harold Sprague
• Re: HILTI Anchor for anchoring Vessels, Tom . Hunt
• RE: PT SOG gravel base topping, Harold Sprague
• Re: HILTI Anchor for anchoring Vessels, Harold Sprague
• Re: HILTI Anchor for anchoring Vessels, Padmanabhan Rajendran
• Re: HILTI Anchor for anchoring Vessels, Padmanabhan Rajendran
• Re: HILTI Anchor for anchoring Vessels, Robert Kazanjy
• Re: HILTI Anchor for anchoring Vessels; now Covert., Neil Moore
• Oversize Holes in Base Plates - New AISC Manual, Ken Peoples
• Minimum Fillet welds for single plate shear connections - new AISC manual, Ken Peoples
• Architectural Engineering 2006 Conference, Caldwell, Stan
• RE: Oversize Holes in Base Plates - New AISC Manual, Garner, Robert
• RE: Oversize Holes in Base Plates - New AISC Manual, Polhemus, Bill
• Re: Oversize Holes in Base Plates - New AISC Manual, Ken Peoples
• Re: 2006 IBC, David Topete
• Re: HILTI Anchor for anchoring Vessels, Harold Sprague
• RE: Oversize Holes in Base Plates - New AISC Manual, Polhemus, Bill

Sat Mar 18 00:45:33 GMT 2006

• Re: HILTI Anchor for anchoring Vessels, bcainse
• Re: HILTI Anchor for anchoring Vessels, Padmanabhan Rajendran
• Re: HILTI Anchor for anchoring Vessels, Neil Moore
• Re: HILTI Anchor for anchoring Vessels, Scott Maxwell
• Re: 2006 IBC, Jesus Gomez

Mon Mar 20 07:53:15 GMT 2006

• Paving on grade, Nukala, Lakshmana R
• KeyMark, Jeffrey Fertich
• Re: Paving on grade, Padmanabhan Rajendran
• Re: Paving on grade, S. Gordin
• RE: KeyMark, Polhemus, Bill
• Job Opportunity - Dayton, OH, Mark Remmetter
• RE: Job Opportunity - Dayton, OH, Polhemus, Bill
• RE: Job Opportunity - Dayton, OH, David Fisher
• RE: Job Opportunity - Dayton, OH, Polhemus, Bill
• RE: Job Opportunity - Dayton, OH, David Fisher
• RE: Job Opportunity - Dayton, OH, Neil Moore

Tue Mar 21 06:40:27 GMT 2006

• RE: Paving on grade, Nukala, Lakshmana R
• RE: Paving on grade, Nukala, Lakshmana R
• RE: Job Opportunity - Dayton, OH, Gary Hodgson & Associates
• RE: QUESTION REGARDING STRUCTURAL ENG. GRUPS, Rand W Holtham
• Book trader website, v . t . eskelsen
• Re: Job Opportunity - Dayton, OH, Ken Peoples
• Lateral Loads From Log Stack, Rich Lewis
• Re: Lateral Loads From Log Stack, Daryl Richardson
• Condition assessment for old brick walls, Jordan Truesdell, PE
• RE: Condition assessment for old brick walls, Dick_Roberts
• Re: Lateral Loads From Log Stack, Christopher Wright
• Retaining wall programs, Alden Manipula
• Re: Retaining wall programs, David Topete
• Re: Retaining wall programs, Paul Feather
• RE: Retaining wall programs, Rich Lewis
• Re: Retaining wall programs, Ken Peoples
• RE: Retaining wall programs, Bill Allen
• RE: Condition assessment for old brick walls, Harold Sprague
• RE: Condition assessment for old brick walls, Nels Roselund
• Re: Retaining wall programs, Jim Wilson
• H H Robertson type roof decking, Drew Morris
• Joints in retaining walls, Alden Manipula
• RE: Joints in retaining walls, Stuart, Matthew
• Re: Retaining wall programs, Alden Manipula
• RE: Joints in retaining walls, Mark E. Deardorff
• RE: Joints in retaining walls, Kestner, James W.
• Re: Condition assessment for old brick walls, Jordan Truesdell, PE
• Re: Retaining wall programs, Jordan Truesdell, PE
• Re: Retaining wall programs, bcainse
• existing H H Robertson steel decking, Drew Morris
• Re: Bolted Connection To Existing Old Steel, Daryl Richardson
• RE: existing H H Robertson steel decking, Eric McAndrew
• RE: Joints in retaining walls, Gary Loomis
• Re: Joints in retaining walls, Rhkratzse
• Re: Retaining wall programs, David Smith

Wed Mar 22 05:25:03 GMT 2006

• RE: existing H H Robertson steel decking, Kevin Polin
• Norbord "Windstorm" OSB panel, Thor Matteson
• Re: Job Opportunity - Dayton, OH, Gary Hodgson & Associates
• Re: Joints in retaining walls, Ken Peoples
• Strength of poorly consolidated concrete, Jim Wilson
• Beam Repair Advise, IRV FRUCHTMAN
• Re: Job Opportunity - Dayton, OH, Paul Ransom
• RE: Joints in retaining walls, Garner, Robert
• RE: Job Opportunity - Dayton, OH, Polhemus, Bill
• RE: KeyMark, Jeffrey Fertich
• Re: Joints in retaining walls, Rhkratzse
• RE: Joints in retaining walls, Chance, Acie
• Re: Beam Repair Advise, Rhkratzse
• RE: Beam Repair Advise, David Maynard
• RE: Beam Repair Advise, Nels Roselund
• Re: Norbord "Windstorm" OSB panel, bcainse
• Re: Beam Repair Advise, bcainse
• RE: Beam Repair Advise, David Maynard
• footing - frost depth, David Topete
• RE: Beam Repair Advise, Bill Allen
• RE: Strength of poorly consolidated concrete, Huffman, Sharlie R TRAN:EX
• RE: footing - frost depth, Keith Pabst
• RE: footing - frost depth, SEAINTLIST
• RE: Beam Repair Advise, Nels Roselund
• RE: Beam Repair Advise, Bill Allen
• Re: Beam Repair Advise, Jordan Truesdell, PE
• Re: footing - frost depth, IRV FRUCHTMAN
• RE: Joints in retaining walls, Sherman, William
• Tension load on AISC Framed Beam Connection, Rand W Holtham
• cub scouts, Trib K Mittra
• Re: footing - frost depth, Jim Wilson
• RE: QUESTION REGARDING STRUCTURAL ENG. GRUPS, Trib K Mittra
• Re: footing - frost depth, David Topete
• RE: footing - frost depth, Hans E Boge

Thu Mar 23 00:22:22 GMT 2006

• Re: Job Opportunity - Dayton, OH, Daryl Richardson
• Re: Beam Repair Advise, Daryl Richardson
• Re: footing - frost depth, Jordan Truesdell, PE
• RE: Beam Repair Advise, Bill Allen
• Re: footing - frost depth, Daryl Richardson
• Re: Beam Repair Advise, Daryl Richardson
• Re: footing - frost depth, Jim Wilson
• RE: Beam Repair Advise, Bill Allen
• 1997 UBC Section 1634 - Non-building Structures question, Soojin, Hur
• Project Opportunity for RAM Structural System Data Expert, Phil Peterson
• RE: Project Opportunity for RAM Structural System Data Expert, Polhemus, Bill
• Re: footing - frost depth, Ken Peoples
• Re: Tension load on AISC Framed Beam Connection, Gary Hodgson & Associates
• Re: footing - frost depth, Gary Hodgson & Associates
• Re: Job Opportunity - Dayton, OH, Gary Hodgson & Associates
• Re: footing - frost depth, Gary Hodgson & Associates
• Re: Beam Repair Advise, Gary Hodgson & Associates
• Re: footing - frost depth, Jim Wilson
• RE: Project Opportunity for RAM Structural System Data Expert, Gary Hodgson & Associates
• RE: Tension load on AISC Framed Beam Connection, Polhemus, Bill
• RE: Project Opportunity for RAM Structural System Data Expert, Polhemus, Bill
• RE: 1997 UBC Section 1634 - Non-building Structures question, Sherman, William
• NH P. E., Ken Peoples
• Re: footing - frost depth, Daryl Richardson
• RE: footing - frost depth, Kevin Below
• Ladders, Cages, Walkways and Stairs, Tom Skaggs
• RE: Ladders, Cages, Walkways and Stairs, Stefan Reumers
• RE: Tension load on AISC Framed Beam Connection, Carter, Charlie
• Residential Architectural Requirements, Gerard Madden, SE
• Re: Ladders, Cages, Walkways and Stairs, Tom . Hunt
• RE: Ladders, Cages, Walkways and Stairs, Polhemus, Bill
• RE: Ladders, Cages, Walkways and Stairs, Polhemus, Bill
• Pakistan Building Code & Structural Engineers, Harold Sprague
• Re: Ladders, Cages, Walkways and Stairs, Christopher Wright
• RE: Ladders, Cages, Walkways and Stairs, Harold Sprague
• Re: footing - frost depth, Daryl Richardson
• RE: Residential Architectural Requirements, Rand W Holtham
• Re: Pakistan Building Code & Structural Engineers, Daryl Richardson
• RE: Residential Architectural Requirements, Ben Yousefi
• Re: Residential Architectural Requirements, bcainse
• RE: Ladders, Cages, Walkways and Stairs, David Maynard
• RE: Residential Architectural Requirements, Ed . Haninger
• Re: Joints in retaining walls, Alden Manipula
• RE: Residential Architectural Requirements, Tom . Hunt
• RE: Residential Architectural Requirements, GowanGroup
• Re: Pakistan Building Code & Structural Engineers, Stanley E Scholl
• RE: Ladders, Cages, Walkways and Stairs, Michel Blangy
• RE: Ladders, Cages, Walkways and Stairs, Scott Maxwell
• RE: Residential Architectural Requirements, Bill Allen

Fri Mar 24 00:25:32 GMT 2006

• Structureless roofs, John J. Treff
• RE: Structureless roofs, Eli Grassley
• Deflection Criteria, Bhairavi
• RE: Joints in retaining walls, Nels Roselund
• Two Positions Open at SE firm, GowanGroup
• RE: Joints in retaining walls, Sharon
• RE: Structureless roofs, Nels Roselund
• Re: Pakistan Building Code & Structural Engineers, Rhkratzse
• RE: Two Positions Open at SE firm, Honles, Thomas
• Re: Joints in retaining walls, Stanley E Scholl
• Re: Retaining wall programs, Javier Encinas
• Re: Residential Architectural Requirements, Jnapd
• RE: Two Positions Open at SE firm, GowanGroup
• Re: Pakistan Building Code & Structural Engineers, Harold Sprague
• Re: Pakistan Building Code & Structural Engineers, Noor Durrani & Associates
• Re: Two Positions Open at SE firm, Mr sadanand ojha
• automated response, Jan Blok
• Re: Deflection Criteria, Jordan Truesdell, PE
• Re: Structureless roofs, Jordan Truesdell, PE
• Re: footing - frost depth, Gary Hodgson & Associates
• Re: Pakistan Building Code & Structural Engineers, Gary Hodgson & Associates
• RE: footing - frost depth, Gary Hodgson & Associates
• ASCE 7-05 Wind Loads Changes, AWC Info
• Re: Joints in retaining walls, Alden Manipula
• Re: Joints in retaining walls, Alden Manipula
• Re: Deflection Criteria, Jim Carey
• RE: Joints in retaining walls, Bill Allen
• Ontario code changes [was Job Opportunity - Dayton, OH], Paul Ransom
• Re: Structureless roofs, Paul Ransom
• Residential Architectural Requirements, Mark Gilligan
• Re: Deflection Criteria, Rhkratzse
• RE: Joints in retaining walls, Sharon
• RE: Two Positions Open at SE firm, Polhemus, Bill
• RE: Joints in retaining walls, Joe Grill
• Re: Pakistan Building Code & Structural Engineers, Daryl Richardson
• RE: Joints in retaining walls, Sharon
• RE: Residential Architectural Requirements, Gerard Madden, SE
• RE: Structureless roofs, David Topete
• Re: Deflection Criteria, Mark Gilligan
• Fw: Tension load on AISC Framed Beam Connection, Ken Peoples
• RE: Tension load on AISC Framed Beam Connection, Carter, Charlie
• RE: Residential Architectural Requirements, Nels Roselund
• Re: Deflection Criteria, Scott Maxwell
• Re: Deflection Criteria, Scott Maxwell
• RE: Residential Architectural Requirements, Bill Allen
• Residential Architectural Requirements, Robert Freeman
• RE: Liability working with the uninsured (was: Residential Architectural Requirements), Bill Allen
• Liability and the uninsured, Robert Freeman
• RE: Liability and the uninsured, Bill Allen
• Re: ASCE 7-05 Wind Loads Changes, Casey K. Hemmatyar
• Re: Residential Architectural Requirements, Daryl Richardson

Sat Mar 25 04:40:49 GMT 2006

• Re: Pakistan Building Code & Structural Engineers, Dr Masroor
• Re: Residential Architectural Requirements, Jnapd

Sun Mar 26 02:11:02 GMT 2006

• Re: Joints in retaining walls, Mark Johnson
• RE: Residential Architectural Requirements, Nels Roselund
• Re: Joints in retaining walls, Harold Sprague

Mon Mar 27 14:51:27 GMT 2006

• Re: ASCE 7-05 Wind Loads Changes, Glen Pappas
• Reliability of On Line Calculator, engineer101
• RE: Reliability of On Line Calculator, SEAINTLIST
• Re: Reliability of On Line Calculator, Christopher Wright
• Wind Tunnel testing, Paul Feather
• Re: Wind Tunnel testing, Dave Woodham
• Re: Wind Tunnel testing, Docsexy4
• Re: Reliability of On Line Calculator, Daryl Richardson
• RE: Wind Tunnel testing, Ben Yousefi
• RE: Wind Tunnel testing, Tom . Hunt
• Re: Reliability of On Line Calculator, Neil Moore
• Re: Reliability of On Line Calculator, David Smith
• RE: Wind Tunnel testing, Ed . Haninger

Tue Mar 28 00:48:55 GMT 2006

• Re: Wind Tunnel testing, S. Gordin
• Re: Wind Tunnel testing, Scott Maxwell
• Nova program on World Trade Tower Collapse, Christopher Wright
• Re: Wind Tunnel testing, Robert Kazanjy
• RE: Wind Tunnel testing, Harold Sprague
• A325 Anchor rods?, G Vishwanath
• Re: A325 Anchor rods?, Dr Masroor
• Re: A325 Anchor rods?, Gary Hodgson & Associates
• RE: Nova program on World Trade Tower Collapse, Carter, Charlie
• Re: Wind Tunnel testing, Ghias Dean
• RE: Wind Tunnel testing, Polhemus, Bill
• Re: Reliability of On Line Calculator, Padmanabhan Rajendran
• Re: A325 Anchor rods?, Padmanabhan Rajendran
• Re: A325 Anchor rods?, Neil Moore
• Re: Nova program on World Trade Tower Collapse, Christopher Wright
• Re: Nova program on World Trade Tower Collapse, Paul Feather
• COMPUTER: Exporting from MS Project to Excel, Polhemus, Bill
• RE: A325 Anchor rods?, Polhemus, Bill
• Re: A325 Anchor rods?, Paul Feather
• Re: Nova program on World Trade Tower Collapse, Christopher Wright
• RE: Nova program on World Trade Tower Collapse, Carter, Charlie
• Re: Reliability of On Line Calculator, David Merrick
• RE: A325 Anchor rods?, Honles, Thomas
• RE: A325 Anchor rods?, Carter, Charlie
• Re: Reliability of On Line Calculator, Daryl Richardson
• RE: A325 Anchor rods?, Harold Sprague
• RE: A325 Anchor rods?, Harold Sprague
• RE: A325 Anchor rods?, Polhemus, Bill
• Re: A325 Anchor rods?, Jnapd
• Re: Deflection Criteria, Jeff Coronado
• RE: Traffic Railing post loads, Polhemus, Bill
• Wood Cg factor for sill plates, Eli Grassley
• Re: Nova program on World Trade Tower Collapse, Drew Morris
• Re: Traffic Railing post loads, David Smith
• RE: Traffic Railing post loads, Joe Grill
• RE: Nova program on World Trade Tower Collapse, Carter, Charlie
• Traffic Railing post loads, Joe Grill
• Re: Traffic Railing post loads, Rhkratzse
• RE: Traffic Railing post loads, Joe Grill

Wed Mar 29 00:01:44 GMT 2006

• Re: A325 Anchor rods?, Daryl Richardson
• Pergola Lateral Support, Peder Golberg
• RE: Traffic Railing post loads, Polhemus, Bill
• RE: A325 Anchor rods?, dave lowen
• RE: Pergola Lateral Support, Gerard Madden, SE
• Re: Pergola Lateral Support, Rhkratzse
• Re: Traffic Railing post loads, David Smith
• shear values using staples and nails, Drew Morris
• RE: A325 Anchor rods?, Polhemus, Bill
• concrete embedments interaction equation, Joseph Grill
• Re: Nova program on World Trade Tower Collapse, Christopher Wright
• Re: shear values using staples and nails, Scott Maxwell
• Re: Traffic Railing post loads, Rhkratzse
• RE: A325 Anchor rods?, Harold Sprague
• RE: Deflection Criteria, Jason Christensen
• RE: shear values using staples and nails, Tom Skaggs
• ASCE 7-05 Wind Loads Changes, AWC Info
• RE: concrete embedments interaction equation, Nels Roselund
• Related: shear values using staples and nails, Jim Wilson
• Pipe Supports (Tee type), Bhavin Shah
• RE: concrete embedments interaction equation, Wesley Werner
• IRC 2006 anchor bolts!!!, Jim Wilson
• RE: Related: shear values using staples and nails, Tom Skaggs
• RE: Related: shear values using staples and nails, Jim Wilson
• Re: IRC 2006 anchor bolts!!!, Jordan Truesdell, PE
• Re: IRC 2006 anchor bolts!!!, Jim Wilson
• Re: Pipe Supports (Tee type), Padmanabhan Rajendran
• Re: IRC 2006 anchor bolts!!!, Jordan Truesdell, PE
• RE: concrete embedments interaction equation, Joe Grill
• R-Factors Coldform hat sections, Roy Harrison
• [no subject], Roy Harrison
• Re: Pipe Supports (Tee type), Tom . Hunt
• [no subject], Roy Harrison

Thu Mar 30 01:20:53 GMT 2006

• [no subject], Roy Harrison
• [no subject], Roy Harrison
• test, Roy Harrison
• RE: concrete embedments interaction equation, Nels Roselund
• Thanks for A325 anchor rod replies., G Vishwanath
• Re: R-Factors Coldform hat sections, Paul Ransom
• RE: ASCE 7-05 Wind Loads Changes, Glen Pappas
• RE: Pipe Supports (Tee type), Dellies, Teresa M.
• Virtual Desgin Office?, Avicpeng
• RE: Virtual Desgin Office?, Mark E. Deardorff
• RE: Virtual Desgin Office?, David Fisher
• RE: Pipe Supports (Tee type), Sherman, William
• Re: Pipe Supports (Tee type), Bhavin Shah
• Re: Pipe Supports (Tee type), Bhavin Shah
• Re: Pipe Supports (Tee type), Bhavin Shah
• Re: Pipe Supports (Tee type), Tom . Hunt
• Re: Pipe Supports (Tee type), Bhavin Shah
• Re: Pipe Supports (Tee type), Christopher Wright
• Re: Pipe Supports (Tee type), Bhavin Shah
• RE: Virtual Desgin Office?, Polhemus, Bill
• RE: Virtual Desgin Office?, Polhemus, Bill
• Re: Virtual Desgin Office?, Charley Hamilton
• RE: Virtual Desgin Office?, Michael Dale
• phi in both sides of formula 14-1, Eugenio Aburto
• Re: Virtual Desgin Office?, Jordan Truesdell, PE
• Re: Pipe Supports (Tee type), Rand W Holtham
• RE: Virtual Desgin Office?, Scott Maxwell
• Re: Virtual Desgin Office?, Scott Maxwell
• Re: Pipe Supports (Tee type), Daryl Richardson
• Re: phi in both sides of formula 14-1, Gary Grinstead
• RE: Virtual Desgin Office?, Polhemus, Bill
• RE: Virtual Desgin Office?, Polhemus, Bill
• RE: Virtual Desgin Office?, Scott Maxwell
• Re: Virtual Desgin Office?, Jordan Truesdell, PE
• RE: Virtual Desgin Office?, Polhemus, Bill
• RE: Virtual Desgin Office?, Polhemus, Bill
• RE: phi in both sides of formula 14-1, David Maynard
• RE: phi in both sides of formula 14-1, Joe Grill
• Re: Virtual Desgin Office?, Avicpeng
• RE: phi in both sides of formula 14-1, David Maynard
• Re: Pipe Supports (Tee type), Padmanabhan Rajendran
• Upgrading Your Computer OS (WAS: Virtual Desgin Office?), Polhemus, Bill
• RE: phi in both sides of formula 14-1, David Maynard
• Re: phi in both sides of formula 14-1, Paul Feather
• Re: Upgrading Your Computer OS (WAS: Virtual Desgin Office?), Avicpeng
• epoxy bonder and 1" topping slab in vehicle washing area, Haan, Scott M POA
• RE: epoxy bonder and 1" topping slab in vehicle washing area, Stuart, Matthew
• RE: epoxy bonder and 1" topping slab in vehicle washing area, Haan, Scott M POA
• RE: epoxy bonder and 1" topping slab in vehicle washing area, Stuart, Matthew

Fri Mar 31 00:40:11 GMT 2006

• RE: ASCE 7-05 Wind Loads Changes, Scott Maxwell
• RE: epoxy bonder and 1" topping slab in vehicle washing area, Harold Sprague
• Re: phi in both sides of formula 14-1, Eugenio Aburto
• RE: phi in both sides of formula 14-1, Eugenio Aburto
• RE: R-Factors Coldform hat sections, Roy Harrison
• Re: phi in both sides of formula 14-1, Gary Hodgson & Associates
• RE: Who decides top of concrete level?, Mike Jones
• Re: Who decides top of concrete level?, Padmanabhan Rajendran
• RE: Who decides top of concrete level?, Michelle Motchos
• Re: Pipe Supports (Tee type), Paul Ransom
• Re: R-Factors Coldform hat sections, Paul Ransom
• Re: Virtual Desgin Office?, Paul Ransom
• Re: Who decides top of concrete level?, David Smith
• RE: Who decides top of concrete level?, Padmanabhan Rajendran
• RE: Who decides top of concrete level?, Josh Comfort
• RE: Who decides top of concrete level?, dave lowen
• RE: Who decides top of concrete level?, Josh Comfort
• Inverted Key vs Starter Wall, Mark Urback, P.E.
• RE: Inverted Key vs Starter Wall, Kestner, James W.
• RE: Inverted Key vs Starter Wall, Sherman, William
• RE: Who decides top of concrete level?, dave lowen
• Project Management, hadiprawira djohan
• RE: Inverted Key vs Starter Wall, Harold Sprague
• RE: Project Management, Joe Grill
• RE: Inverted Key vs Starter Wall, Joe Grill
• RE: Inverted Key vs Starter Wall, Sherman, William
• RE: Inverted Key vs Starter Wall, Joe Grill

Sat Apr 01 01:14:30 GMT 2006

• RE: phi in both sides of formula 14-1, Roy Harrison
• RE: R-Factors Coldform hat sections, Roy Harrison
• Re: phi in both sides of formula 14-1, Christopher Wright

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