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SEAINT Mail Archive 2009 (Oct-Dec)

Civil and Structural Engineering discussions by date

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Messages: 660

Thu Oct 01 06:10:32 GMT 2009

Re: Anchor cluster tolerance, Conrad Harrison
RE: 16 gage wire strength, Harold Sprague
RE: 16 gage wire strength, Harold Sprague
SIPs panels in shear, Richard Calvert
Re: SIPs panels in shear, David Topete
FW: SIPs panels in shear, Gordon Goodell

Fri Oct 02 00:23:27 GMT 2009

RE: SIPs panels in shear, Scott Maxwell
Re: SIPs panels in shear, Gerard Madden, SE
Re: SIPs panels in shear, Mark Gilligan
Re: 16 gage wire strength, Gary L. Hodgson and Assoc.
RE: SIPs panels in shear, Richard Calvert
Recall: SIPs panels in shear, Richard Calvert
RE: SIPs panels in shear, Richard Calvert
Blast Doors : Door Edge Rotation and Yield Lines, Kapil Nandwana
Re: SIPs panels in shear, Scott Maxwell
5 psf lateral partition live load - was RE: 16 gage wire strength, Harold Sprague
Re: 5 psf lateral partition live load - was RE: 16 gage wire strength, Andy Heigley
RE: Blast Doors : Door Edge Rotation and Yield Lines, Harold Sprague
Re: Blast Doors : Door Edge Rotation and Yield Lines, Gerard Madden, SE
Structural Engineering Online Encyclopedia, Jeremy White
Re: Blast Doors : Door Edge Rotation and Yield Lines, David Topete
Re: Blast Doors : Door Edge Rotation and Yield Lines, dfisher
CBC 2007 Revisions to Appendix D, FSRahbar
Re: CBC 2007 Revisions to Appendix D, coengineer
RE: Structural Engineering Online Encyclopedia, Richard Calvert
Re: CBC 2007 Revisions to Appendix D, FSRahbar
RE: Structural Engineering Online Encyclopedia, Jeremy White
Re: Structural Engineering Online Encyclopedia, John Sieszycki
Re: CBC 2007 Revisions to Appendix D, SGE Structural
Re: CBC 2007 Revisions to Appendix D, FSRahbar
Re: 16 gage wire strength, David Topete
Re: 16 gage wire strength, Drew Morris
Re: CBC 2007 Revisions to Appendix D, SGE Structural
Re: CBC 2007 Revisions to Appendix D, FSRahbar
Re: CBC 2007 Revisions to Appendix D, Drew Morris

Sat Oct 03 01:03:09 GMT 2009

Re: CBC 2007 Revisions to Appendix D, SGE Structural
Beer!! RE: Blast Doors : Door Edge Rotation and Yield Lines, Harold Sprague
RE: CBC 2007 Revisions to Appendix D, Harold Sprague
Re: 5 psf lateral partition live load - was RE: 16 gage wire strength, Gary L. Hodgson and Assoc.
Re: 5 psf lateral partition live load - was RE: 16 gage wire strength, Paul Ransom

Sun Oct 04 18:03:06 GMT 2009

Re: Structural Engineering Online Encyclopedia, Alexander Bausk
Anyone using freeware FEA?, Alexander Bausk

Mon Oct 05 01:34:03 GMT 2009

Re: Anyone using freeware FEA?, Ray Pixley
Re: Anyone using freeware FEA?, Gary L. Hodgson and Assoc.
RE: Anyone using freeware FEA?, Richard Calvert
Re: Structural Engineering Online Encyclopedia, Jeremy White
RE: Structural Engineering Online Encyclopedia, Richard Calvert
Re: Anyone using freeware FEA?, Alexander Bausk
RE: Structural Engineering Online Encyclopedia, Jeremy White
Macomber Joist Catalogs, Andy Guerra
What's antiquated in the US may not be so in Latin America, Stuart, Matthew
RE: Macomber Joist Catalogs, Stuart, Matthew
'R' Values, Thor Tandy
Re: Structural Engineering Online Encyclopedia, Christopher Wright
Re: Structural Engineering Online Encyclopedia, Gerard Madden, SE
Re: 'R' Values, Scott Maxwell
Re: Structural Engineering Online Encyclopedia, SGE Structural
'R' Values, Casey K. Hemmatyar
RE: 'R' Values, Thor Tandy

Tue Oct 06 00:32:36 GMT 2009

RE: 'R' Values, Reza Dashti
Re: 'R' Values, Scott Maxwell
Re: Structural Engineering Online Encyclopedia, Jeremy White
RE: Structural Engineering Online Encyclopedia (software), Conrad Harrison
RE: 'R' Values, Thor Tandy
RE: 'R' Values, Thor Tandy
RE: Structural Engineering Online Encyclopedia, Conrad Harrison
RE: Structural Engineering Online Encyclopedia (software), Richard Calvert
RE: Structural Engineering Online Encyclopedia, Jeremy White
Main Wind Force vs C&C Wind Force, Jason Christensen
Re: Main Wind Force vs C&C Wind Force, Gerard Madden, SE
RE: Main Wind Force vs C&C Wind Force, Richard Calvert
Re: Main Wind Force vs C&C Wind Force, Jeremy White
R values, Tim Rudolph
Fw: Message Sent by Students to the Space Station, Daryl Richardson
Re: Fw: Message Sent by Students to the Space Station, Chuck Utzman
Re: Main Wind Force vs C&C Wind Force, Andy Heigley
Re: R values, Scott Maxwell
Federal report cites design flaws in Dallas Cowboys practice facility collapse, Stan Caldwell
RE: Structural Engineering Online Encyclopedia, Richard Calvert
Re: Federal report cites design flaws in Dallas Cowboys practice facility co..., FSRahbar
re: "antiquated" floor systems, akester
RE: "antiquated" floor systems, Stuart, Matthew

Wed Oct 07 01:20:58 GMT 2009

RE: Structural Engineering Online Encyclopedia, Jeremy White
Florida Houses, was re: "antiquated" floor systems, Jim Getaz
Re: Fw: Message Sent by Students to the Space Station, Gary L. Hodgson and Assoc.
Re: "antiquated" floor systems, Gary L. Hodgson and Assoc.
RE: Florida Houses, was re: "antiquated" floor systems, Richard Calvert
Re: "antiquated" floor systems, Ralph Kratz
Main Wind Force vs C&C Wind Force, AWC Info
More Information on the Dallas Cowboys Roof Collapse, Stan Caldwell
Re: "antiquated" floor systems, Gary L. Hodgson and Assoc.
Blast Doors : Distance between Hinges to Consider the Side Supported, Kapil Nandwana
RE: Macomber Joist Catalogs, Truitt

Thu Oct 08 14:11:19 GMT 2009

Shear vs Safe load for lintels, Richard Calvert
re: FL construction, akester
California SE exam, Lakhani, Sid
my periodic leak rant, Chuck Utzman
Re: California SE exam, Scott Maxwell
Re: "antiquated" floor systems, Scott Maxwell
Re: FL construction, Scott Maxwell
QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), katy6827

Fri Oct 09 00:12:29 GMT 2009

RE: California SE exam, Lakhani, Sid
Re: my periodic leak rant, Drew Morris
RE: QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), Harold Sprague
StructuralPedia - Main Wind Force vs C&C Wind Force, Jeremy White
RE: StructuralPedia - Main Wind Force vs C&C Wind Force, Conrad Harrison
Re: California SE exam, Scott Maxwell
RE: QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), Richard Calvert
Re: my periodic leak rant, Gary L. Hodgson and Assoc.
Re: StructuralPedia - Main Wind Force vs C&C Wind Force, Gary L. Hodgson and Assoc.
Re: StructuralPedia - Main Wind Force vs C&C Wind Force, Jeremy White
RE: StructuralPedia - Main Wind Force vs C&C Wind Force, Jeremy White
Re: California SE exam, David Topete
RE: QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), Harold Sprague
Re: California SE exam, Donny Harris
StructuralPedia - Cofar Composite Slab, Jeremy White

Sat Oct 10 02:33:50 GMT 2009

PSSDB system, MAHMUD SERAJI
Re: QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), Gary L. Hodgson and Assoc.

Mon Oct 12 04:37:37 GMT 2009

Shear Failure of shallow foundation, Mandeep Singh
Shear Failure of shallow foundation, Mandeep Singh
Re: RE: QUESTION REGARDING 18B40 (LIGHT BEAM SECTION PROPERTIES), Mandeep Singh
Question-Shar Failure of Shallow Foundation, Mandeep Singh
RE: Question-Shar Failure of Shallow Foundation, Conrad Harrison
Re: Shear Failure of shallow foundation, Daryl Richardson
RE: Shear Failure of shallow foundation, Stuart, Matthew
Re: Low alkali cement, Kevin Below
RE: Shear Failure of shallow foundation, Richard Calvert
RE: Low alkali cement, Harold Sprague
RE: StructuralPedia - Main Wind Force vs C&C Wind Force, Conrad Harrison
RE: Structural Engineering Online Encyclopedia, Michel Blangy
RE: Shear Failure of shallow foundation, Conrad Harrison

Tue Oct 13 17:09:12 GMT 2009

Re: Anyone using freeware FEA?, Fugeeo
Mr. Polhemus Gets A Job, Bill Polhemus
RE: Mr. Polhemus Gets A Job, David L. Fisher
RE: Mr. Polhemus Gets A Job, Richard Calvert
Re: Mr. Polhemus Gets A Job, Daryl Richardson
Re: Anyone using freeware FEA?, Alexander Bausk
Re: Mr. Polhemus Gets A Job, Bill Polhemus
Re: Structural Engineering Online Encyclopedia, Bill Polhemus
Re: Mr. Polhemus Gets A Job, Alexander Bausk
RE: Mr. Polhemus Gets A Job, Harold Sprague
Re: Mr. Polhemus Gets A Job, Bill Polhemus
Re: Mr. Polhemus Gets A Job, Bill Polhemus

Thu Oct 15 05:52:46 GMT 2009

Wood frame dancing floor, ken ng
Re: Wood frame dancing floor, Jim Getaz
Re: Wood frame dancing floor, Jordan Truesdell, PE
Re: seaint Digest for 14 Oct 2009, Ted
Re: seaint Digest for 14 Oct 2009, Jordan Truesdell, PE

Fri Oct 16 12:33:47 GMT 2009

re: floor LL for a club, akester
Re: floor LL for a club - stadium action, Jordan Truesdell, PE

Sat Oct 17 15:07:34 GMT 2009

re: stadium loads, Andrew Kester
Readability, G Vishwanath
Re: Readability, Alexander Bausk

Sun Oct 18 22:38:36 GMT 2009

RE: stadium loads, Andrew Kester

Mon Oct 19 03:13:02 GMT 2009

Re: Low alkali cement, Kevin Below
OT: All we are saying is give peace a chance, Michel Blangy

Tue Oct 20 14:25:10 GMT 2009

RE: Low alkali cement, Harold Sprague
Job Board Link?, ghan0022
HP 49G Calculator Question, Lakhani, Sid
Re: HP 49G Calculator Question, FSRahbar
Re: HP 49G Calculator Question, Alexander Bausk
Re: HP 49G Calculator Question, FSRahbar
RE: HP 49G Calculator Question, Tom Skaggs
Re: HP 49G Calculator Question, Christopher Wright
Re: HP 49G Calculator Question, FSRahbar
FREE Technical webinar provides 1.0 PDH (0.1 CEU), Matthew Newton

Wed Oct 21 11:11:43 GMT 2009

RE: Low alkali cement, Jim Getaz
Re: OT - Beer, Gary L. Hodgson and Assoc.
Antenna Tower Inspection, seaint05
SOG Cracks, akester

Thu Oct 22 00:29:23 GMT 2009

Re: Antenna Tower Inspection, Gerard Madden, SE
Re: Low alkali cement, Kevin Below
RE: SOG Cracks, Harold Sprague
RE: Antenna Tower Inspection, Harold Sprague
RE: Antenna Tower Inspection, Conrad Harrison
Re: Antenna Tower Inspection, Christopher Wright
RE: Antenna Tower Inspection, Conrad Harrison
Re: Antenna Tower Inspection, Christopher Wright
Footing Design, Mandeep Singh
Re: Footing Design, Gil Brock
Class A Loading Highway Bridges, Shiraz Shahid
RE: Class A Loading Highway Bridges, Kausik Dutta
RE: Class A Loading Highway Bridges, Shiraz Shahid
Re: Antenna Tower Inspection, Gary L. Hodgson and Assoc.
RE: Antenna Tower Inspection, Rich Lewis
Re: SOG Cracks, Jim Wilson
RE: Antenna Tower Inspection, Glenn Otto
RE: Antenna Tower Inspection, Tom Skaggs
RE: Antenna Tower Inspection, Michel Blangy
Re: Antenna Tower Inspection, Gerard Madden, SE
Re: Antenna Tower Inspection, Drew Morris
Unbalaced vertical force on SCBF, Juno
Re: Antenna Tower Inspection, Christopher Wright
RE: Antenna Tower Inspection, Michel Blangy
Re: Unbalaced vertical force on SCBF, Gerard Madden, SE
RE: Unbalaced vertical force on SCBF, Salvador Dorado
RE: Unbalaced vertical force on SCBF, Salvador Dorado
what is the allowable beam opening?, Noy Tiglao
Re: Unbalaced vertical force on SCBF, Gerard Madden, SE
Re: Unbalaced vertical force on SCBF, Gerard Madden, SE
RE: what is the allowable beam opening?, Conrad Harrison
Re: Antenna Tower Inspection, Rainier
Re: what is the allowable beam opening?, Gerard Madden, SE
Re: what is the allowable beam opening?, Scott Maxwell

Fri Oct 23 02:47:16 GMT 2009

Site Visits & OSHA Training, Rich Lewis
Re: what is the allowable beam opening?, Scott Maxwell
Re: what is the allowable beam opening?, Jim Getaz
Re: Antenna Tower Inspection, Gary L. Hodgson and Assoc.
IBC Loads for Guard Rail, Gary L. Hodgson and Assoc.
Re: what is the allowable beam opening?, Gerard Madden, SE
RE: IBC Loads for Guard Rail, Scott Maxwell
Engineering Software Quest, office
Re: Engineering Software Quest, DA ENGINEERING
RE: Site Visits & OSHA Training, Harold Sprague
RE: Engineering Software Quest, Richard L. Hess
RE: IBC Loads for Guard Rail, Erickson, Aaron A.
R for knee brace, leenlee_front
Re: R for knee brace, Jnapd

Sat Oct 24 00:11:04 GMT 2009

Re: R for knee brace, David Topete
Re: R for knee brace, Jnapd
Re: R for knee brace, jrgrill
Re: R for knee brace, leenlee_front
RE: R for knee brace, Joseph R. Grill
Re: seaint Digest for 23 Oct 2009, Paul Ransom
shear lug, SGE Structural
Re: R for knee brace, Jnapd
Re: R for knee brace, Jnapd
Re: R for knee brace, Jeremy White

Sun Oct 25 13:01:09 GMT 2009

Re: seaint Digest for 23 Oct 2009, Gary L. Hodgson and Assoc.
RE: R for knee brace, Harold Sprague

Mon Oct 26 15:23:33 GMT 2009

Re: shear lug, David Topete
RE: shear lug, Jason Christensen
PE exams last weekend, Bob Freeman
RE: PE exams last weekend, Michel Blangy
RE: shear lug, Michel Blangy
Re: shear lug, Rhkratzse
RE: shear lug, Michel Blangy
Re: shear lug, David Topete
Re: shear lug, David Topete
Re: shear lug, Rhkratzse

Tue Oct 27 02:32:07 GMT 2009

RE: shear lug, Ben Yousefi
RE: was: shear lug, now OT, Jim Getaz
re: shear lug, akester
Re: shear lug, SGE Structural
Flood Loads, Doug Mayer
RE: Flood Loads, David L. Fisher
Re: shear lug, Daryl Richardson
RE: Flood Loads, ghan0022
Re: shear lug, SGE Structural
Malaysian bridge collapse, David Topete
Re: Malaysian bridge collapse, SGE Structural
RE: Flood Loads, ghan0022
Re: Malaysian bridge collapse, David Topete
Re: shear lug, Daryl Richardson

Wed Oct 28 04:40:25 GMT 2009

Re: Malaysian bridge collapse, Stan Caldwell
RE: Malaysian bridge collapse, Francis Hsi
Re: Malaysian bridge collapse, Mark Johnson
RE: Malaysian bridge collapse, Conrad Harrison
Re: Malaysian bridge collapse, David Topete
Bridging for bar joist, Edward Jonson
Bay Bridge, SGE Structural
Bay Bridge, SGE Structural
Re: Bay Bridge, David Topete
RE: Bay Bridge, Michel Blangy
RE: Bay Bridge, Michel Blangy
Re: Bay Bridge, David Topete
RE: Bay Bridge, Michel Blangy
re: shear lug/ BP, akester
RE: Bridging for bar joist, Kipp Martin
re: flood zone issue, akester
Re: Bridging for bar joist, Thomas Magnum
Re: Bridging for bar joist, ghan0022
RE: flood zone issue, Doug Mayer
bridge debris, David Merrick, Structural Engineer, Merrick Group
Re: bridge debris, Rhkratzse
Re: Bay Bridge, Mark Johnson
RE: Bridging for bar joist, Edward Jonson
Re: Bridging for bar joist, Thomas Magnum
Re: bridge debris, David Topete
RE: Malaysian bridge collapse, sscholl2(--nospam--at)juno.com
RE: Bridging for bar joist, Harold Sprague
Re: Bay Bridge, ECVAl3
Re: Malaysian bridge collapse, byainc
Eurocode snow loads, Jordan Truesdell, PE

Thu Oct 29 11:46:35 GMT 2009

Re: Bay Bridge, Gary L. Hodgson and Assoc.
Re: Bay Bridge, David Topete
RE: Bay Bridge, Tom Skaggs
Re: Bay Bridge, David Topete
Re: bridge debris, David Merrick, Structural Engineer, Merrick Group
Re: Bay Bridge, ECVAl3
RE: Bay Bridge, Michel Blangy
Re: Bay Bridge, SGE Structural
Re: Bay Bridge, ECVAl3
CA SE needed, Eric Tompos
Re: CA SE needed, Salvador Dorado
Re: CA SE needed, Salvador Dorado
RE: what is the allowable beam opening?, mhb

Fri Oct 30 00:59:32 GMT 2009

Re: Bridging for bar joist, Paul Ransom
RE: Bridging for bar joist, Richard L. Hess
Re: CA SE needed, Jnapd
Re: Bay Bridge, Gary L. Hodgson and Assoc.
Re: Bay Bridge, Gary L. Hodgson and Assoc.
re: Malaysian foot bridge, akester
Re: Malaysian foot bridge, sgeconsulting
OT: metric vs. imperial, David Topete

Sat Oct 31 01:55:41 GMT 2009

Masonry design books, Drew Morris
RE: Masonry design books, Lakhani, Sid
Re: Masonry design books, Scott Maxwell
Bay Bridge, Abolhassan Astaneh-Asl
Bay Bridge, Abolhassan Astaneh-Asl

Sun Nov 01 07:47:37 GMT 2009

Holding down bolts info, Ronaldo Cañete
Re: Holding down bolts info, ghan0022
Re: Bridging for bar joist, Paul Ransom
Re: Holding down bolts info, David Francis Caballero
RE: Holding down bolts info, Daniel Coloski
RE: Bridging for bar joist, Edward Jonson

Mon Nov 02 17:21:12 GMT 2009

re: joist bracing, akester
Back to ACI Appendix 'D' Bolt Head Question, erik_g
Re: Back to ACI Appendix 'D' Bolt Head Question, ghan0022
Re: Back to ACI Appendix 'D' Bolt Head Question, coengineer
Suspension of Light Fixture, Larry Hauer

Tue Nov 03 01:11:37 GMT 2009

Re: Suspension of Light Fixture, FSRahbar
Re: Bridging for bar joist, Paul Ransom
RE: Suspension of Light Fixture, Larry Hauer
Editing pdf files - Free utility without any software download, G Vishwanath
Re: Editing pdf files - Free utility without any software download, Padmanabhan Rajendran

Wed Nov 04 13:14:25 GMT 2009

AASHTO M36/190, Richard Calvert
Pay for Performance, Jim Getaz
Deflection, Doug Mayer
RE: Deflection, David L. Fisher
RE: Deflection, Stuart, Matthew
RE: Deflection, Doug Mayer
Interesting Article in the Italy Earthquake Aftermath, Andrea Mayes
Re: Deflection, Gerard Madden, SE
Re: Bay Bridge, David Topete
RE: Deflection, Adair, Joel
RE: Deflection, Stuart, Matthew
RE: Deflection, Doug Mayer
Re: Deflection, Salvador Dorado

Thu Nov 05 00:33:19 GMT 2009

RE: Deflection, Reza Dashti
Re: Deflection, Salvador Dorado
RE: Deflection, Harold Sprague
Bay Bridge can Spill oil into SF Bay, Abolhassan Astaneh-Asl
Re: Bay Bridge, Alexander Bausk
re: wind and drift, akester
re: wind and drift - StructuralPedia, Jeremy White
Contracting through Architect, Michel Blangy
RE: Contracting through Architect, David L. Fisher
Re: Contracting through Architect, Rhkratzse
Contracting through Architect, Bob Freeman
Re: Contracting through Architect, FSRahbar
RE: Contracting through Architect, Michel Blangy
Re: Contracting through Architect, David Topete
Re: wind and drift, Jnapd
Re: Contracting through Architect, Jnapd
Re: Contracting through Architect, Rhkratzse
RE: Contracting through Architect, Richard Calvert
RE: Contracting through Architect, David L. Fisher
Re: Contracting through Architect, Chuck Utzman
RE: Contracting through Architect, David L. Fisher
Re: Contracting through Architect, Jnapd
Re: Contracting through Architect, Jnapd
Re: Contracting through Architect, Chuck Utzman
Re: Contracting through Architect, Gerard Madden, SE
RE: Contracting through Architect, Michel Blangy
RE: Contracting through Architect, Michel Blangy
Re: Contracting through Architect, Jnapd
pull-out bars, Noy Tiglao
Re: Contracting through Architect, FSRahbar
RE: Contracting through Architect, David L. Fisher
Re: Contracting through Architect, Jordan Truesdell, PE
pull-out bars, Bob Freeman
Limitation of Liability Clauses -- Contracting through Architect, Michel Blangy
Re: Limitation of Liability Clauses -- Contracting through Architect, Chuck Utzman
Re: Contracting through Architect, FSRahbar

Fri Nov 06 01:07:29 GMT 2009

Re: Limitation of Liability Clauses -- Contracting through Architect, Jordan Truesdell, PE
Looking for FL P.E., John Sieszycki
Re: pull-out bars, Noy Tiglao
Re: pull-out bars, Noy Tiglao
WF Beams with F.P Weld @ Midspan, Larry Hauer
Nonstructural - possible iMAC purchase, Drew Morris
RE: Nonstructural - possible iMAC purchase, David L. Fisher
Re: Nonstructural - possible iMAC purchase, FSRahbar
Re: pull-out bars, Jnapd
Re: Nonstructural - possible iMAC purchase, DA ENGINEERING
Re: WF Beams with F.P Weld @ Midspan, Paul Blomberg
Re: WF Beams with F.P Weld @ Midspan, Rhkratzse
RE: WF Beams with F.P Weld @ Midspan, Larry Hauer

Sat Nov 07 00:47:28 GMT 2009

Re: WF Beams with F.P Weld @ Midspan, Liaquat Ally Akhand
Re: wind and drift, Paul Ransom
Mr.Liaqat, ghan0022
FREE Technical webinar provides 1.0 PDH (0.1 CEU), Matthew Newton
Partial Settlement in 35W Bridge Collapse Lawsuits, Abolhassan Astaneh-Asl

Sun Nov 08 01:27:56 GMT 2009

base plate design, John J. Treff
RE: base plate design, Adair, Joel
Re: base plate design, Paul Ransom
Re: Nonstructural - possible iMAC purchase, Paul Ransom
RE: base plate design, Harold Sprague

Mon Nov 09 00:52:05 GMT 2009

Re: Mr.Liaqat, Liaquat Ally Akhand
Re: base plate design, Jim Getaz
RE: FREE Technical webinar provides 1.0 PDH (0.1 CEU), Djebli, Ahcene
Re: FREE Technical webinar provides 1.0 PDH (0.1 CEU), maxsgol
re: sloped beam, akester
re: sloped beam, akester
re: base plates, akester
Internship query !, Avi Sharma
RE: base plate design, Padmanabhan Rajendran
Re: base plate design, Jnapd
RE: base plate design, Harold Sprague

Tue Nov 10 04:11:46 GMT 2009

Caltrans Sharp S-curve on the Bay Bridge claims first life, Abolhassan Astaneh-Asl
Re: base plate design, Paul Ransom
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Avi Sharma
MOE, Jason Christensen
Old steel beams called out, ken ng
Re: Old steel beams called out, Tripp Howard
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, ECVAl3
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Rhkratzse
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Avi Sharma
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Jnapd
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, David Topete
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Jnapd
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, David Topete

Wed Nov 11 00:19:26 GMT 2009

Structural Studs Allowable Bending Moment, katy6827
Re: Structural Studs Allowable Bending Moment, David Topete
RE: Structural Studs Allowable Bending Moment, Conrad Harrison
Re: Structural Studs Allowable Bending Moment, Jim Wilson
Cracking in new PS concrete parking deck, David Smith
slab flatness, akester
Caltrans Sharp S-curve on the Bay Bridge claims first life, Abolhassan Astaneh-Asl
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Gerard Madden, SE
RE: slab flatness, Harold Sprague
RE: Cracking in new PS concrete parking deck, Harold Sprague
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Avi Sharma
Research Project, Avi Sharma
RE: Caltrans Sharp S-curve on the Bay Bridge claims first life, Dickey, David
RE: Research Project, Harold Sprague
RE: EMT Properties, Jeff Smith
Pedestrian Bridge, Salvador Dorado
RE: Research Project, sscholl2(--nospam--at)juno.com
RE: Research Project, Fugeeo

Thu Nov 12 00:17:16 GMT 2009

Re: Pedestrian Bridge, SGE Structural
Re: Pedestrian Bridge, sscholl2(--nospam--at)juno.com
Re: Limitation of Liability Clauses -- Contracting through Architect, Jim Wilson
RE: Cracking in new PS concrete parking deck, Francis Hsi
Re: Research Project, Gary L. Hodgson and Assoc.
Research Project, Abolhassan Astaneh-Asl
Re: Cracking in new PS concrete parking deck, Jim Getaz
Caltrans Sharp S-curve on the Bay Bridge claims first life, Abolhassan Astaneh-Asl
RE: Research Project, Harold Sprague
Pedestrian Bridge, AWC Info
Re: Caltrans Sharp S-curve on the Bay Bridge claims first life, Drew Morris
Re: Limitation of Liability Clauses -- Contracting through Architect, Daryl Richardson
Helical Piles Design, Nikola Nikolov
Re: Being Outspoken, Abolhassan Astaneh-Asl
RE: Helical Piles Design, Adair, Joel
RE: Helical Piles Design, Gordon Goodell
Re: Being Outspoken, Avi Sharma
Staircase Structure 140 ft tall in OCBF?, Vasu, Ravi
Re: Helical Piles Design, Drew Morris
RE: Staircase Structure 140 ft tall in OCBF?, Vasu, Ravi
Re: Staircase Structure 140 ft tall in OCBF?, Drew Morris
Re: Being Outspoken, Casey K. Hemmatyar

Fri Nov 13 00:47:52 GMT 2009

Uganda Seismic factor, sscholl2(--nospam--at)juno.com
RE: Uganda Seismic factor, Harold Sprague
RE: Staircase Structure 140 ft tall in OCBF?, Harold Sprague
Re: Being Outspoken, Avi Sharma
RE: Helical Piles Design, Kausik Dutta
Re: Being Outspoken, Abolhassan Astaneh-Asl
Re: Being Outspoken, Avi Sharma
re: helical piles, akester
re: ground vibrations, akester
National Structural Firm, Tim Rudolph
RE: Being Outspoken, Harold Sprague
RE: ground vibrations, Harold Sprague
RE: Helical Piles Design, Gordon Goodell
Effect of Consolidation on Black cotton soil, Avi Sharma
Re: Effect of Consolidation on Black cotton soil, David Topete
Re: Effect of Consolidation on Black cotton soil, Avi Sharma

Sat Nov 14 15:33:01 GMT 2009

RE: Being Outspoken, Abolhassan Astaneh-Asl

Sun Nov 15 04:27:21 GMT 2009

Re: Effect of Consolidation on Black cotton soil, sscholl2(--nospam--at)juno.com
Englekirk, Fugeeo

Mon Nov 16 08:53:00 GMT 2009

Speaking out, Abolhassan Astaneh-Asl
Re: Speaking out, Avi Sharma
RE: seaint Digest for 14 Nov 2009, Josh Plummer
Re: Speaking out, Christopher Wright
StructuralPedia, Jeremy White
RE: Research Project, Gordon Goodell
Fw: ACI Grade Beam Construction Joint, Rand W Holtham
RE: Being Outspoken, Harold Sprague
Re: Being Outspoken, Bill Polhemus
Cottage Renos - Concrete Floors, Gary L. Hodgson and Assoc.
Re: Cottage Renos - Concrete Floors, Scott Maxwell
RE: Being Outspoken, Dmitri Wright
RE: Cottage Renos - Concrete Floors, Harold Sprague
Re: Being Outspoken, Bill Polhemus
RE: Cottage Renos - Concrete Floors, Stuart, Matthew
RE: Cottage Renos - Concrete Floors, Stuart, Matthew

Tue Nov 17 02:24:10 GMT 2009

Analysis of Loads on Solar Panels, Mark Johnson
Normalized Steel, Alfonso Quilala
Re: Normalized Steel, Liaquat Ally Akhand
RE: Analysis of Loads on Solar Panels, Conrad Harrison
artificial neural network, MAHMUD SERAJI
RE: Normalized Steel, Conrad Harrison
Re: Normalized Steel, Christopher Wright
RE: Analysis of Loads on Solar Panels, Mark Johnson
Re: Cottage Renos - Concrete Floors, Gary L. Hodgson and Assoc.
RE: artificial neural network, Richard Calvert
re: wind on solar panels, akester
Re: Speaking out, Abolhassan Astaneh-Asl
Re: Speaking out, Bill Polhemus
Re: Speaking out, David Merrick, Structural Engineer, Merrick Group
RE: Research Project, sscholl2(--nospam--at)juno.com
RE: Normalized Steel, Scott, William N
RE: Analysis of Loads on Solar Panels, Richard L. Hess
RE: Analysis of Loads on Solar Panels, Richard L. Hess
RE: Analysis of Loads on Solar Panels, Richard Calvert

Wed Nov 18 00:35:37 GMT 2009

RE: Analysis of Loads on Solar Panels, Conrad Harrison
Re: artificial neural network, MAHMUD SERAJI
RE: Analysis of Loads on Solar Panels, Conrad Harrison
Can 2x6 T&G roof or floor consider to be a diaphragm?, ken ng
RE: Speaking out, Conrad Harrison
RE: Can 2x6 T&G roof or floor consider to be a diaphragm?, Stuart, Matthew
Speaking out, Abolhassan Astaneh-Asl
Re: Speaking out, Abolhassan Astaneh-Asl
RE: Analysis of Loads on Solar Panels, Richard Calvert
Re: Analysis of Loads on Solar Panels, IRV FRUCHTMAN
OT: Bentley PDS Software?, Bill Polhemus
RE: Speaking out, Harold Sprague
Flexicore Precast Concrete, Jeremy White
Re: Speaking out, bill
Tsunami!, Bill Polhemus
Re: Tsunami!, Jeremy White
RE: Tsunami!, David L. Fisher
Re: Tsunami!, Gerard Madden, SE
Re: Tsunami!, bill
Re: Tsunami!, Gerard Madden, SE
RE: Tsunami!, William.Sherman

Thu Nov 19 00:45:50 GMT 2009

Re: Tsunami!, Liaquat Ally Akhand
Re: Tsunami!, Bill Polhemus
Re: Tsunami!, David Topete
RE: Tsunami!, Harold Sprague
Federal Judge rules Corps of Engineers responsible for Katrina flood damage, Abolhassan Astaneh-Asl
RE: Analysis of Loads on Solar Panels, Conrad Harrison
Re: Can 2x6 T&G roof or floor consider to be a diaphragm?, Jnapd
RE: ACI Grade Beam Construction Joint, Harold Sprague
Re: Federal judge rules Corps of Engineers liable for flood damage, Abolhassan Astaneh-Asl
Re: Can 2x6 T&G roof or floor consider to be a diaphragm?, Chuck Utzman
Quick Help, G Vishwanath
RE: Federal judge rules Corps of Engineers liable for flood damage, Chance, Acie
RE: Federal judge rules Corps of Engineers liable for flood damage, Michel Blangy
RE: Federal judge rules Corps of Engineers liable for flood damage, Richard Calvert
RE: ACI Grade Beam Construction Joint, Harold Sprague
Re: Federal judge rules Corps of Engineers liable for flood damage, Chuck Utzman
RE: Quick Help, Harold Sprague

Fri Nov 20 01:21:35 GMT 2009

COM.Geo 2010 (Computing for Geospatial) Washington, DC - Call for Submissions, aclark
RE: Federal judge rules Corps of Engineers liable for flood damage, Glenn Otto
Re: Quick Help, G Vishwanath
RE: Federal judge rules Corps of Engineers liable for flood damage, Abolhassan Astaneh-Asl
RE: Federal judge rules Corps of Engineers liable for flood damage, Abolhassan Astaneh-Asl
RE: Federal judge rules Corps of Engineers liable for flood damage, Abolhassan Astaneh-Asl
RE: Federal judge rules Corps of Engineers liable for flood damage, Michel Blangy
Re: Can 2x6 T&G roof or floor consider to be a diaphragm?, David Merrick
Re: Quick Help, Rhkratzse
RE: Quick Help, Harold Sprague
when the levees break...., akester
RE: when the levees break...., Stuart, Matthew
Re: when the levees break...., Bill Polhemus
RE: when the levees break...., Stuart, Matthew
New Orleans Levees, Glenn Otto
Re: New Orleans Levees, Drew Morris
Steel roof deck attached using screws, Drew Morris
RE: when the levees break...., Harold Sprague
Re: when the levees break...., Barry Welliver
RE: Steel roof deck attached using screws, Glenn Otto

Sat Nov 21 00:04:42 GMT 2009

Re: Steel roof deck attached using screws, Gerard Madden, SE
Re: Can 2x6 T&G roof or floor consider to be a diaphragm?, Chuck Utzman
Re: Federal judge rules Corps of Engineers liable for flood damage, Chuck Utzman
Re: when the levees break...., Chuck Utzman
RE: when the levees break...., Stuart, Matthew
Re: Quick Help, Gary L. Hodgson and Assoc.

Sun Nov 22 04:14:37 GMT 2009

RE: when the levees break...., Harold Sprague

Mon Nov 23 06:26:00 GMT 2009

Response to an American engineer's query, G Vishwanath
RE: ACI Grade Beam Construction Joint, Rand W Holtham
Structural Design of Underground Appruntences for Invert Tanks and Prepoured Pipes, ghan0022
RE: Structural Design of Underground Appruntences for Invert Tanks and Prepoured Pipes, Harold Sprague
Indigenous Construction Practices - RE: Response to an American engineer's query, Harold Sprague
Grade 8 bolt properties, Joseph R. Grill
Re: Quick Help, David Topete
Re: Grade 8 bolt properties, David Topete
Re: Grade 8 bolt properties, Brad Connelly
Mat Foundation, Jason Christensen
RE: Mat Foundation, David L. Fisher
RE: Mat Foundation, Harold Sprague
Re: Mat Foundation, Tom . Hunt
Katrina was not a natural catastrophe but a man-made one, Abolhassan Astaneh-Asl
re: screws to WF, akester
Re: Katrina was not a natural catastrophe but a man-made one, Alexander Bausk
ACI 355/355R, Thor Tandy
Re: Grade 8 bolt properties, Christopher Wright
Re: Mat Foundation, David Topete
RE: Grade 8 bolt properties, Harold Sprague
RE: screws to WF, Harold Sprague
RE: Mat Foundation, Jason Christensen
RE: ACI 355/355R, Harold Sprague
"J" For Lateral Torsional Buckling equations, Joseph R. Grill
RE: Grade 8 bolt properties, Joseph R. Grill
RE: Grade 8 bolt properties, Joseph R. Grill
RE: "J" For Lateral Torsional Buckling equations, Conrad Harrison

Tue Nov 24 00:29:51 GMT 2009

Re: "J" For Lateral Torsional Buckling equations, Liaquat Ally Akhand
Re: Grade 8 bolt properties, Liaquat Ally Akhand
RE: "J" For Lateral Torsional Buckling equations, Joseph R. Grill
Re: Katrina was not a natural catastrophe but a man-made one, Stan Caldwell
Re: Katrina was not a natural catastrophe but a man-made one, Stan Caldwell
RE: Grade 8 bolt properties, Conrad Harrison
Re: "J" For Lateral Torsional Buckling equations, Christopher Wright
More on "Quick Help" thread, G Vishwanath
Re: Quick Help, Gary L. Hodgson and Assoc.
Re: Grade 8 bolt properties, Gary L. Hodgson and Assoc.
RE: seaint Digest for 23 Nov 2009, Bill Myers
RE: seaint Digest for 23 Nov 2009, Stuart, Matthew
RE: Grade 8 bolt properties, Joseph R. Grill
Re: Katrina was not a natural catastrophe but a man-made one, Abolhassan Astaneh-Asl
Re: Re: Katrina was not a natural catastrophe but a man-made one, extreme . fiber
RE: Re: Katrina was not a natural catastrophe but a man-made one, Richard Calvert
RE: Katrina was not a natural catastrophe but a man-made one, Michel Blangy
Mat Foundation, Ahmad Khoury
RE: screws to WF, Scott, William N
Re:More on "Quick Help" thread, G Vishwanath
Re: Katrina was not a natural catastrophe but a man-made one, Jay Shilstone
AA-A versus Stan Caldwell, John Sieszycki
RE: Katrina was not a natural catastrophe but a man-made one, Chance, Acie
Re: Katrina was not a natural catastrophe but a man-made one, Drew Morris
Re: Grade 8 bolt properties, Christopher Wright
Re: Katrina was not a natural catastrophe but a man-made one, ECVAl3
RE: Katrina was not a natural catastrophe but a man-made one, Glenn Otto
Re: Mat Foundation, Gerard Madden, SE
Steel and Concrete Prices, Jeremy White
Re: Katrina was not a natural catastrophe but a man-made one, Avi Sharma
Re: Katrina was not a natural catastrophe but a man-made one, ECVAl3
Re: Mat Foundation, Daniel Coloski
Re: Steel and Concrete Prices, Tom . Hunt

Wed Nov 25 19:05:15 GMT 2009

Characteristic Load Method, IRV FRUCHTMAN
EPA value Panama, Ing. Benjamín Arcos Reyes

Thu Nov 26 04:35:26 GMT 2009

RE: EPA value Panama, Harold Sprague
Re: Quick Help, Paul Ransom
Re: Grade 8 bolt properties, Paul Ransom
Re: Grade 8 bolt properties, Gary L. Hodgson and Assoc.
RE: Grade 8 bolt properties, Harold Sprague

Fri Nov 27 02:09:23 GMT 2009

TJL Joists, Thor Tandy
Limited PE Permit in NYS - Any Experience?, ghan0022
RE: TJL Joists, Robert Jonkman
RE: TJL Joists, Thor Tandy
older books, takers?, Andrew Kester
Re: older books, takers?, Rhkratzse

Sat Nov 28 22:20:07 GMT 2009

How to eliminate tension springs in SAP2000, hossein mardanlo

Sun Nov 29 05:25:07 GMT 2009

Re: How to eliminate tension springs in SAP2000, Fugeeo
Re: How to eliminate tension springs in SAP2000, Daryl Richardson
Re: How to eliminate tension springs in SAP2000, Milo Zabala
RE: How to eliminate tension springs in SAP2000, Conrad Harrison

Mon Nov 30 21:45:16 GMT 2009

Test, fsrahbar

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