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SEAINT Mail Archive 2009 (Jan-Mar)

Civil and Structural Engineering discussions by date

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Messages: 929

Fri Jan 02 04:35:07 GMT 2009

Re: Wind Load Topographic Effects, Conrad Harrison
RE: Wind Load Topographic Effects, Jeff Smith
Re: Wind Load Topographic Effects, Conrad Harrison
RE: Wind Load Topographic Effects, Conrad Harrison
Re: C & C vs MWFRS, Conrad Harrison
RE: Wind Load Topographic Effects, Jeff Smith
RE: Wind Load Topographic Effects, Conrad Harrison
Happy new year., Rand W Holtham
happy new year, Rand W Holtham
Re: component and cladding vs MWFRS, Rand W Holtham
re: C & C vs MWFRS, Rand W Holtham

Sat Jan 03 04:50:50 GMT 2009

Standard concrete footing and soil recompaction question, WISH DENNIS

Mon Jan 05 01:30:33 GMT 2009

Long-span PVC Tent (Conical), Edmond San Jose
RE: Long-span PVC Tent (Conical), Conrad Harrison
Re: Wind Load Topographic Effects, Jnapd
Re: component and cladding vs MWFRS, Jnapd
Multi-Lat 2008, Marius Tomutza
RE: Multi-Lat 2008, Tom Skaggs
Re: Wind Load Topographic Effects, Gerard Madden, SE
RE: Wind Load Topographic Effects, Michel Blangy
RE: Wind Load Topographic Effects, Brian Gerving

Tue Jan 06 01:59:51 GMT 2009

Wind Direction : Was Wind Load Topographic Effects, Conrad Harrison
RE: component and cladding vs MWFRS : A curious dependence of ASCE7-05 on AS1170.2 ?, Conrad Harrison
new job web site, David Merrick, Structural Engineer, Merrick Group
Re: new job web site, Gerard Madden, SE
Re: new job web site, Christopher Wright
wood glue, Mark D. Baker
RE: wood glue, Paul Feather
RE: wood glue, Michel Blangy
RE: wood glue, Jeff Smith
RE: wood glue, Michelle Motchos
Paying for clarification, Dennis Wish
RE: Multi-Lat 2008, Dennis Wish
Re: Paying for clarification, Rhkratzse
Wind design on hillside and slopes - tools, Dennis Wish
RE: Paying for clarification, Garner, Robert

Wed Jan 07 00:05:34 GMT 2009

RE: Wind design on hillside and slopes - tools, Jeff Smith
Mailing Design Documents, SGE Structural
RE: Wind design on hillside and slopes - tools, Scott Maxwell
RE: Wind design on hillside and slopes - tools, Jeff Smith
RE: Paying for clarification, sscholl2(--nospam--at)juno.com
RE: Paying for clarification, Thor Matteson
Expert Witness Course, Andrew Kester, PE
RE: wood glue, Mark D. Baker
RE: wood glue, Bill Cain
RE: Paying for clarification, Michel Blangy
RE: Paying for clarification, David Fisher
Re: Paying for clarification, Drew Morris
Re: Paying for clarification, David Topete
RE: Paying for clarification, David Fisher
RE: Paying for clarification, David Fisher
Re: Paying for clarification, Rhkratzse
Re: Paying for clarification, Prabuddha Dasgupta
RE: Paying for clarification, Ehrlich, Gary
RE: Paying for clarification, Gil Brock

Thu Jan 08 00:01:39 GMT 2009

RE: wood glue, Donny Harris
Re: Expert Witness Course, Bob Fennema
odd list issue, Mark D. Baker
list issue again, Mark D. Baker
RE: Expert Witness Course, Harold Sprague
test2, Mark D. Baker
Re: test2, David Topete
Re: Expert Witness Course >> Kansas City Hyatt Regency, Rhkratzse
RE: Paying for clarification, Bill Allen
RE: test2, Mark D. Baker
test3.....ah ha !, Mark D. Baker
Re: Paying for clarification, ndz28
RE: Paying for clarification, Gautam Manandhar

Fri Jan 09 00:39:14 GMT 2009

RE: Paying for clarification, Dennis Wish
RE: Paying for clarification, Dennis Wish
RE: Paying for clarification, Dennis Wish
RE: Paying for clarification, Dennis Wish
RE: Wind design on hillside and slopes - tools, Dennis Wish
Why continue to support professional associations involved in code creation?, Dennis Wish
RE: Paying for clarification, Gil Brock
If so many agree, why remain apathetic - Code Discussion, Dennis Wish
RE: Paying for clarification, Conrad Harrison
RE: Paying for clarification, Dennis Wish
RE: Paying for clarification, Bill Allen
RE: Paying for clarification, Conrad Harrison
Code Discussion, Friis, Donna
RE: Paying for clarification, Michel Blangy

Sat Jan 10 00:10:10 GMT 2009

Is it just me?, Bill Allen
RE: Is it just me?, Haan, Scott M POA
RE: Is it just me?, Haan, Scott M POA
Re: Is it just me?, raymond shreenan
RE: Is it just me?, Oshin Tosounian
RE: Is it just me?, Bill Allen

Sun Jan 11 16:09:35 GMT 2009

Re: Is it just me?, Thor Matteson

Mon Jan 12 00:23:43 GMT 2009

RE: Paying for clarification, Conrad Harrison
RE: Is it just me?, Bill Cain
Good list of concrete and foundation books on ebay --- FYI, Buck Huckelson
RE: Is it just me?, Conrad Harrison
Re: Is it just me?, Gerard Madden, SE
RE: Is it just me?, Bill Allen
RE: Is it just me?, Jason Christensen
Re: Is it just me?, Gerard Madden, SE
Re: Is it just me?, sscholl2(--nospam--at)juno.com
Unbraced truss compression flange, Wesley Werner

Tue Jan 13 00:18:47 GMT 2009

Rho and Omega, Tom . Hunt
Re: Rho and Omega, David Topete
Re: Rho and Omega, David Topete
C &C wind load on parapets - really around 45 psf?, Sharad T. Patel
RE: C &C wind load on parapets - really around 45 psf?, Conrad Harrison
Australian Bldg. Code, Thor Matteson
RE: Australian Bldg. Code, Conrad Harrison
RE: C &C wind load on parapets - really around 45 psf?, Conrad Harrison
RE: Is it just me?, Bill Allen
RE: custom joists, Andrew Kester, PE
Vibration Acceptance Criteria, Bill Polhemus
RE: Vibration Acceptance Criteria, Jeff Smith
RE: tool anchorage, Matt Jordan
RE: C &C wind load on parapets - really around 45 psf?, Sharad T. Patel
Re: Vibration Acceptance Criteria, Padmanabhan Rajendran
Re: C &C wind load on parapets - really around 45 psf?, mlcse

Wed Jan 14 00:31:03 GMT 2009

RE: C &C wind load on parapets - really around 45 psf?, Conrad Harrison
RE: curved beams, Gautam Manandhar
Re: Unbraced truss compression flange, Paul Ransom
lightweight concrete topping on wood, Andrew Kester, P.E.
Re: lightweight concrete topping on wood, Drew Morris
RE: lightweight concrete topping on wood, Jeff Smith
RE: lightweight concrete topping on wood, Paul Feather
RE: lightweight concrete topping on wood, Bill Allen
RE: curved beams, Mark Johnson
re: curved channel, Andrew Kester, PE
Catenary, Thor Tandy
RE: curved beams, Acharya, Suresh
RE: curved channel, Gautam Manandhar
RE: Paying for clarification, Ehrlich, Gary
RE: curved beams, Padmanabhan Rajendran
RE: curved beams, Padmanabhan Rajendran
RE: curved beams, Harold Sprague
RE: curved beams, Jimenez, Jorge A.
RE: curved beams, Garner, Robert
Re: curved beams, David Topete
Re: curved beams, Rhkratzse
Re: curved beams, Daniel Popp
RE: Catenary, Brian McDonald

Thu Jan 15 00:26:20 GMT 2009

RE: Catenary, Conrad Harrison
RE: curved beams, Garner, Robert
CBO Contact, ASLCSE
Re: curved beams, David Topete
Re: curved beams, Jnapd
SEAINT Server Test, Jimenez, Jorge A.
RE: CBO Contact, Casey K. Hemmatyar
RE: Catenary, Thor Tandy
Lateral Stability of a Box Beam ?, Bill Allen
RE: Lateral Stability of a Box Beam ?, Eric Ober
RE: Lateral Stability of a Box Beam ?, Garner, Robert
RE: Lateral Stability of a Box Beam ?, Acharya, Suresh
Re: Catenary, Jordan Truesdell, PE
Tax Day Today, Mark Johnson
Wind, Doug Mayer
Re: Wind - message show up, Mark Johnson

Fri Jan 16 00:21:10 GMT 2009

RE: Wind, Conrad Harrison
RE: Lateral Stability of a Box Beam ?, Conrad Harrison
RE: Tax Day Today, Bill Cain
Bridge Seismic Analysis, Jorge Jimenez
Underground Water Tank in Gulf, edmondo san jose
Re: Catenary, Gary L. Hodgson and Assoc.
Re: Lateral Stability of a Box Beam ?, Gary L. Hodgson and Assoc.
RE: Wind, Ehrlich, Gary
RE: Wind, Doug Mayer
Re: CBO Contact, ASLCSE
re: multiple subjects, Andrew Kester, P.E.
Wind Provision Seminar, Jeff Coronado

Sat Jan 17 20:26:06 GMT 2009

Re: Lateral Stability of a Box Beam ?, Paul Ransom

Mon Jan 19 01:00:05 GMT 2009

Re: Underground Water Tank in Gulf, Paul Blomberg
RE: Lateral Stability of a Box Beam ?, Conrad Harrison
RE: Bridge Seismic Analysis, Javier Encinas
Re: Underground Water Tank in Gulf, Tom . Hunt
IBC 2006, Stuart, Matthew
RE: IBC 2006, Gordon Goodell
RE: IBC 2006, Stuart, Matthew
tensile pull-through, Andrew Kester, P.E.

Tue Jan 20 00:41:06 GMT 2009

Concrete diaphragms, Gordon Goodell
nonlinear static analysis program, lila haj najafi
RE: tensile pull-through, Harold Sprague
timber pile brace connection, IRV FRUCHTMAN
RE: timber pile brace connection, Thor Tandy
Availability of Older AutoCAD Versions, Michel Blangy
Re: Availability of Older AutoCAD Versions, David Topete

Wed Jan 21 06:05:39 GMT 2009

Re: Lateral Stability of a Box Beam ?, Paul Ransom
Grouting for Instaltion of Bearings, Nittsi
RE: Availability of Older AutoCAD Versions, Micayas, Julius
Bond Strength of Portland Grouts, Thor Tandy
Re: Bond Strength of Portland Grouts, Tom . Hunt

Thu Jan 22 00:12:48 GMT 2009

RE: Bond Strength of Portland Grouts, Harold Sprague
RE: Lateral Stability of a Box Beam ? (Bracing two independent beams by turning into single box beam), Conrad Harrison
RE: Bond Strength of Portland Grouts, Thor Tandy
Re: Lateral Stability of a Box Beam ?, T. Boene
RE: Lateral Stability of a Box Beam ?, Conrad Harrison

Fri Jan 23 13:36:45 GMT 2009

Smart Columns Article, Jeremy White
Visual Analysis for diaphragms, Gordon Goodell
RE: Smart Columns Article, Garner, Robert
White Male Professionals, Michel Blangy
Fire Wall Connection, seaint04
RE: Fire Wall Connection, Stuart, Matthew
SIPS in Seismic Design Category D, E ,F, Gerard Madden, SE
Re: SIPS in Seismic Design Category D, E ,F, Paul Guthrie
Re: SIPS in Seismic Design Category D, E ,F, Gerard Madden, SE
Re: SIPS in Seismic Design Category D, E ,F, Paul Guthrie
RE: SIPS in Seismic Design Category D, E ,F, Acharya, Suresh

Sat Jan 24 01:06:42 GMT 2009

Re: SIPS in Seismic Design Category D, E ,F, Scott E Maxwell
RE: White Male Professionals, Rich Lewis
RE: Visual Analysis for diaphragms, Rich Lewis
RE: Fire Wall Connection, Rich Lewis
RE: Fire Wall Connection, Stuart, Matthew
Re: White Male Professionals, Bill Polhemus

Sun Jan 25 15:21:22 GMT 2009

RE: White Male Professionals, David Fisher
Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Szuchuan Chang
RE: Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Harold Sprague
Re: Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Paul Blomberg
Re: Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Szuchuan Chang

Mon Jan 26 01:20:38 GMT 2009

RE: Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Mark Johnson
Re: Lateral Stability of a Box Beam ?, Paul Ransom
Re: Fire Wall Connection, Kevin Below
Re: Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Szuchuan Chang
RE: SIPS in Seismic Design Category D, E ,F, Donald Bruckman
RE: SIPS in Seismic Design Category D, E ,F, Scott Maxwell
SMALL JV opportunity NorCal, David Fisher
Shear Flow AISC 13th Ed, Jeremy White
RE: Shear Flow AISC 13th Ed, Scott, William N
Re: Shear Flow AISC 13th Ed, David Topete
Re: Shear Flow AISC 13th Ed, Paul Guthrie
RE:Shear Flow AISC 13th Ed., Jeremy White
RE: Shear Flow AISC 13th Ed., Paul Guthrie
Re: Shear Flow AISC 13th Ed, Anantha Narayan
RE: Re: Shear Flow AISC 13th Ed, Jeremy White
RE: Re: Shear Flow AISC 13th Ed, Mark Johnson
RE: Re: Shear Flow AISC 13th Ed, Paul Guthrie

Tue Jan 27 00:07:48 GMT 2009

RE: Re: Shear Flow AISC 13th Ed, jwhite
Strong-tie, Gordon Goodell
Re: Strong-tie, humor, Rhkratzse
Re: Strong-tie, Drew Morris
Re: Strong-tie, SGE Structural
RE: Visual Analysis for diaphragms, William.Sherman

Thu Jan 29 07:32:46 GMT 2009

RE:Shear Flow AISC 13th Ed., Thor Matteson
Goddard Space Flight Center Code 220 SRD for Facilities version 2/18/2005, Jim Getaz
RE:Shear Flow AISC 13th Ed., Jeremy White
Thanks on Shear Flow Ps: digest mode is crap, Paul Guthrie
Swimming Pools, Thor Tandy
Facing mistakes in structural design, Jorge Jimenez
RE: Facing mistakes in structural design, Stuart, Matthew
RE: Facing mistakes in structural design, David Fisher
RE: Facing mistakes in structural design, Scott, William N
Re: Facing mistakes in structural design (a fantasy), Rhkratzse
RE: Swimming Pools, Michel Blangy
RE: Facing mistakes in structural design (a fantasy), David Fisher
Re: Swimming Pools, Drew Morris
RE: Swimming Pools, vicpeng(--nospam--at)telus.net
Subgrade Modulus for Mat Foundations, Souther, Joseph
RE: Swimming Pools, Gautam Manandhar
Re: Subgrade Modulus for Mat Foundations, Tom . Hunt
RE: Swimming Pools, vicpeng(--nospam--at)telus.net
RE: Subgrade Modulus for Mat Foundations, vicpeng(--nospam--at)telus.net
RE: Subgrade Modulus for Mat Foundations, Tom . Hunt
RE: Subgrade Modulus for Mat Foundations, Souther, Joseph
RE: Subgrade Modulus for Mat Foundations, vicpeng(--nospam--at)telus.net
RE: Subgrade Modulus for Mat Foundations, Tom . Hunt
RE: Subgrade Modulus for Mat Foundations, vicpeng(--nospam--at)telus.net
RE: Subgrade Modulus for Mat Foundations, Acharya, Suresh
Re: Swimming Pools, raymond shreenan
References for brick fire damage, Jordan Truesdell, PE
Archive (WAS: Swimming Pools), Gordon Goodell
Re: Archive (WAS: Swimming Pools), Tom . Hunt
RE: Archive (WAS: Swimming Pools), Michel Blangy
RE: Archive (WAS: Swimming Pools), Tom . Hunt

Fri Jan 30 02:42:28 GMT 2009

Re: Facing mistakes in structural design (a fantasy), Christopher Wright
Re: Facing mistakes in structural design, Christopher Wright
RE: Facing mistakes in structural design, Rich Lewis
Re: Facing mistakes in structural design, Rhkratzse
Archive (WAS: Swimming Pools), Alexander Bausk
Re: Facing mistakes in structural design (a fantasy), Rhkratzse
Re: Swimming Pools, Gary L. Hodgson and Assoc.
Re: Facing mistakes in structural design, Gary L. Hodgson and Assoc.
Re: Archive (WAS: Swimming Pools), IRV FRUCHTMAN
Re: Facing mistakes in structural design, David Topete
Re: Facing mistakes in structural design, David Topete
re: Citi Corps, Andrew Kester, PE
RE: Facing mistakes in structural design (a fantasy), Michel Blangy
RE: Facing mistakes in structural design (a fantasy), David Fisher
RE: Archive (WAS: Swimming Pools), Gordon Goodell
Re: Facing mistakes in structural design (a fantasy), Christopher Wright
Concrete Spring Constant for Base Plate Modeling, john yang
RE: Concrete Spring Constant for Base Plate Modeling, David Fisher
IBC Section 1908.1.16 is a bugger, Bill Allen
Re: Concrete Spring Constant for Base Plate Modeling, john yang
Re: IBC Section 1908.1.16 is a bugger, john yang
RE: Concrete Spring Constant for Base Plate Modeling, David Fisher
RE: IBC Section 1908.1.16 is a bugger, Bill Allen
Re: Concrete Spring Constant for Base Plate Modeling, john yang
Re: Concrete Spring Constant for Base Plate Modeling, William Haynes
Re: Facing mistakes in structural design, Gerard Madden, SE
RE: Swimming Pools, Alex Nacionales
RE: Concrete Spring Constant for Base Plate Modeling, Wesley Werner
Re: IBC Section 1908.1.16 is a bugger, coengineer
RE: Concrete Spring Constant for Base Plate Modeling (correction), Wesley Werner
Re: IBC Section 1908.1.16 is a bugger, john yang

Sat Jan 31 00:21:15 GMT 2009

Certified Fire Protection, Michael Hixson
Re: Certified Fire Protection, Drew Morris
RE: Facing mistakes in structural design, Alex Nacionales
RE: Concrete Spring Constant for Base Plate Modeling, jwhite
re: thor's pool, Andrew Kester, PE
RE: thor's pool, Thor Tandy
RE: thor's pool, David Fisher
RE: thor's pool, Thor Tandy
Re: Facing mistakes in structural design, Gary L. Hodgson and Assoc.
Re: Thanks on Shear Flow Ps: digest mode is crap, Paul Ransom
Re: thor's pool, Drew Morris
RE: Concrete Spring Constant for Base Plate Modeling, Harold Sprague

Sun Feb 01 19:44:47 GMT 2009

SEI wind design example, David Merrick, Structural Engineer, Merrick Group

Mon Feb 02 00:51:26 GMT 2009

RE: SEI wind design example, Conrad Harrison
RE: Concrete Spring Constant for Base Plate Modeling, Wesley Werner
Re: SEI wind design example, ken ng
Does George Housner deserve better?, Valentin Shustov
Anchor bolt sleeve - pretensioning, Padmanabhan Rajendran
RE: Does George Housner deserve better?, Nguyen, Phuong
Licensed Fire Technicians, Michael Hixson
Re: Anchor bolt sleeve - pretensioning, Tom . Hunt
RE: Licensed Fire Technicians, vicpeng(--nospam--at)telus.net

Tue Feb 03 00:15:10 GMT 2009

RE: Anchor bolt sleeve - pretensioning, Harold Sprague
Re: Anchor bolt sleeve - pretensioning, Mark Johnson
Combined Torsion & Bi-Axial Bending on "Single Angle", Casey K. Hemmatyar
RE: Licensed Fire Technicians, Michael Hixson
RE: Anchor bolt sleeve - pretensioning, Harold Sprague
RE: Licensed Fire Technicians, erik_g
RE: Licensed Fire Technicians, Thor Tandy
RE: Licensed Fire Technicians, Conrad Harrison
RE: Licensed Fire Technicians, Michael Hixson
RE: Licensed Fire Technicians, Michael Hixson
Re: Anchor bolt sleeve - pretensioning, Tom . Hunt
RE: IBC Section 1908.1.16 is a bugger, Larry Hauer
RE: Does George Housner deserve better?, Valentin Shustov
RE: Does George Housner deserve better?, Tom Skaggs
RE: Does George Housner deserve better?, Doug Mayer
RE: Does George Housner deserve better?, Acharya, Suresh
Re: IBC Section 1908.1.16 is a bugger, john yang
Re: IBC Section 1908.1.16 is a bugger, SGE Structural
Load test on piles, arturo martinez
Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), Casey K. Hemmatyar
RE: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), Acharya, Suresh
Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), SGE Structural

Wed Feb 04 00:30:48 GMT 2009

Angles, cairo briceño
Re: Load test on piles, Tom . Hunt
Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), Jerry Coombs
Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), Paul Guthrie
RE: Does George Housner deserve better?, Valentin Shustov
RE: Does George Housner deserve better?, Michel Blangy
Codes comparison, Ing. Benjamín Arcos Reyes

Thu Feb 05 00:09:02 GMT 2009

Scott Maxwell, Stan Caldwell
RE: Codes comparison, Harold Sprague
Dynamic Analysis, FSRahbar
RE: Codes comparison, Scott Maxwell
RE: IBC Section 1908.1.16 is a bugger, William.Sherman
Fw: Load test on piles, Tom . Hunt
RE: ACI 530 R=1.5, Rick
RE: ACI 530 R=1.5, Rick
Re: ACI 530 R=1.5, David Topete
RE: Codes comparison, Padmanabhan Rajendran
RE: ACI 530 R=1.5, Paul Feather
RE: ACI 530 R=1.5, Rick
Re: Dynamic Analysis, Tom . Hunt
Re: ACI 530 R=1.5, David Topete
RE: ACI 530 R=1.5, Paul Feather
Re: ACI 530 R=1.5, Rick
Adjustment Factors Cd for timber column, ken ng
RE: Adjustment Factors Cd for timber column, Tom Skaggs
Re: Adjustment Factors Cd for timber column, IRV FRUCHTMAN
RE: Adjustment Factors Cd for timber column, Michel Blangy
RE: Adjustment Factors Cd for timber column, Paul Guthrie
RE: Adjustment Factors Cd for timber column, Gordon Goodell
RE: Adjustment Factors Cd for timber column, Oshin Tosounian
RE: Adjustment Factors Cd for timber column, Jason Christensen
RE: Adjustment Factors Cd for timber column, Paul Guthrie
RE: Does George Housner deserve better?, Valentin Shustov
RE: Does George Housner deserve better?, Michel Blangy
RE: Does George Housner deserve better?, Jeremy White
Re: Torsion & Bi-Axial bending on Single Angle, Casey K. Hemmatyar
RE: Adjustment Factors Cd for timber column, Gordon Goodell
Re: Codes comparison, Ing. Benjamín Arcos Reyes
RE: Adjustment Factors Cd for timber column, Paul Guthrie
RE: Adjustment Factors Cd for timber column, Wesley Werner
RE: Adjustment Factors Cd for timber column, Paul Guthrie

Fri Feb 06 13:52:39 GMT 2009

Adjustment Factors Cd for timber column, AWC Info
Re: Codes comparison, Padmanabhan Rajendran
Re: SEI wind design example, David Merrick, Structural Engineer, Merrick Group
Opportunities in Texas for Structural Engineers, Stan Caldwell
RE: ACI 530 R=1.5, Scott Maxwell
RE: Opportunities in Texas for Structural Engineers, Bill Allen
RE: Opportunities in Texas for Structural Engineers, Bill Allen

Sat Feb 07 01:56:16 GMT 2009

RE: Opportunities in Texas for Structural Engineers, erik_g
RE: Opportunities in Texas for Structural Engineers, Stan R. Caldwell
RE: Opportunities in Texas for Structural Engineers, Stan R. Caldwell
Examples Structural Wood Design Table M9.2-2, ken ng
RE: Opportunities in Texas for Structural Engineers, dfisher
FEM Add-In for Excel, Bill Allen
Re: FEM Add-In for Excel, Christopher Wright
AASHTO LRFD Nominal Shear Resistence for Concrete, Jorge Jimenez
Plotting pdf, Thor Tandy

Sun Feb 08 01:10:06 GMT 2009

RE: Plotting pdf, Bill Allen
Valley Rafters, ENGRLAINES
Re: Valley Rafters, Rhkratzse
Re: Plotting pdf, Gerard Madden, SE
Re: Valley Rafters, Jordan Truesdell, PE
Re: Fire Wall Connection, Roger Davis
Re: Swimming Pools, Roger Davis
Re: Plotting pdf, Daryl Richardson
Re: Valley Rafters, Daryl Richardson
Re: Valley Rafters, Daryl Richardson
Diaphragm and Framed Dormers, Joseph R. Grill
Plotting pdf, christopher . banbury
RE: Plotting pdf, Thor Tandy
Re: Examples Structural Wood Design Table M9.2-2, IRV FRUCHTMAN

Mon Feb 09 00:45:49 GMT 2009

RE: FEM Add-In for Excel, Conrad Harrison
RE: Diaphragm and Framed Dormers, Bill Allen
Re: Valley Rafters, Jan Blok
Re: Valley Rafters, Ashwin Ranga Swamy
print to PDF, Christopher Banbury
RE: Examples Structural Wood Design Table M9.2-2, Jason Christensen
Re: Examples Structural Wood Design Table M9.2-2, ken ng
RE: Examples Structural Wood Design Table M9.2-2, Jason Christensen
re-use fees, Joseph R. Grill
RE: Diaphragm and Framed Dormers, Joseph R. Grill
Re: re-use fees, Jnapd
RE: re-use fees, Joseph R. Grill
Re: re-use fees, Jnapd
RE: Examples Structural Wood Design Table M9.2-2, Michel Blangy

Tue Feb 10 00:02:33 GMT 2009

Swapping Beam Nodes in RISA, Bill Polhemus
RE: Swapping Beam Nodes in RISA, Jason Christensen
Re: Swapping Beam Nodes in RISA, Bill Polhemus
What to do in a downturn, sscholl2(--nospam--at)juno.com
RE: Swapping Beam Nodes in RISA, Jason Christensen
Re: Swap I-J in RISA, Bill Polhemus

Wed Feb 11 06:36:40 GMT 2009

Conversion of Excel to Word, Arun Kumar
RE: Conversion of Excel to Word, Richard Calvert
Re: Conversion of Excel to Word, Jordan Truesdell, PE
Conversion of Excel to Word, Tom . Hunt
RE: Conversion of Excel to Word, Tom . Hunt
Re: Conversion of Excel to Word, Christopher Wright
CT Equipment, Jason Christensen
Saw Cut joints in concrete walls, Gautam Manandhar
Re: CT Equipment, Gerard Madden, SE
RE: Saw Cut joints in concrete walls, Paul Feather
RE: Saw Cut joints in concrete walls, Gautam Manandhar
Re: CT Equipment, FSRahbar
RE: Saw Cut joints in concrete walls, Stuart, Matthew
Re: CT Equipment, FSRahbar
RE: Saw Cut joints in concrete walls, Paul Feather
RE: Saw Cut joints in concrete walls, Acharya, Suresh
Re: Saw Cut joints in concrete walls, Rhkratzse
Re: Saw Cut joints in concrete walls, Rhkratzse
Scott & Joe in Recovery after Kidney Transplant, Dennis Wish
RE: Saw Cut joints in concrete walls, Gautam Manandhar

Thu Feb 12 00:12:33 GMT 2009

Re: Scott & Joe in Recovery after Kidney Transplant, Scott Maxwell
Scott News, Dennis Wish
RE: Conversion of Excel to Word, Arun Kumar
RE: Saw Cut joints in concrete walls, Golding Kent T
RE: Scott & Joe in Recovery after Kidney Transplant, Bill Allen
Drag Connections to Concrete Tilt-up, Joe Goldbronn

Fri Feb 13 00:24:06 GMT 2009

Re: Drag Connections to Concrete Tilt-up, David Topete
RE: Drag Connections to Concrete Tilt-up, Doug Mayer
Re: Drag Connections to Concrete Tilt-up, Gerard Madden, SE
Re: Drag Connections to Concrete Tilt-up, Gerard Madden, SE
DOS to Windows Printing Problem, Daryl Richardson
RE: DOS to Windows Printing Problem, Adair, Joel
ICC evaluation process, Gordon Goodell
RE: Plotting pdf, Adair, Joel

Sat Feb 14 02:15:59 GMT 2009

Re: DOS to Windows Printing Problem, Scott Maxwell
phd thesis, lila haj najafi
[no subject], jack FAHEY
Re: No Subject, Rhkratzse
RE: Plotting pdf, Thor Tandy
Response Characteristics of PR Connection, Bill Polhemus

Sun Feb 15 01:06:01 GMT 2009

Re:, Bill Polhemus
RE: Plotting pdf, Thor Tandy
Ventilate stud spaces in earthquake retrofits?, Rhkratzse

Mon Feb 16 00:56:24 GMT 2009

RE: DOS to Windows Printing Problem, Conrad Harrison
RE: Ventilate stud spaces in earthquake retrofits, Eric Tompos
RE: Conversion of Excel to Word, Tom . Hunt
Sole Plate to Raised Wood Diaphragm Shear Transfer, Michel Blangy
RE: Sole Plate to Raised Wood Diaphragm Shear Transfer, Dennis Wish
will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, Dennis Wish
Re: will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, StructuralReview
Re: will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, Scott E Maxwell
Re: will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, SGE Structural
RE: Ventilate stud spaces in earthquake retrofits?, Thor Matteson
Re: will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, StructuralReview
Re: will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, SGE Structural
Re: Sole Plate to Raised Wood Diaphragm Shear Transfer, sscholl2(--nospam--at)juno.com
Re: Sole Plate to Raised Wood Diaphragm Shear Transfer (Sta.Monica), Rhkratzse

Tue Feb 17 04:05:50 GMT 2009

Moxie and impermeabilising concrete, Kevin Below
Re: Sole Plate to Raised Wood Diaphragm Shear Transfer (Sta.Monica), sscholl2(--nospam--at)juno.com
RE: Sole Plate to Raised Wood Diaphragm Shear Transfer (Sta.Monica), Paul Feather
Response Spectrum, Parag Bande
RE: Sole Plate to Raised Wood Diaphragm Shear Transfer (Sta.Monica), Thor Matteson
Quick. Ideas pls., Thor Tandy
RE: Quick. Ideas pls., Garner, Robert
RE: Quick. Ideas pls., Robert Jonkman
RE: Quick. Ideas pls., Thor Tandy
RE: Quick. Ideas pls., Robert Jonkman
RE: Quick. Ideas pls., Thor Tandy
FW: Wind loads: ASD or Strength?, JASON CHRISTENSEN
RE: Quick. Ideas pls., Michel Blangy
RE: Quick. Ideas pls., Thor Tandy
RE: Quick. Ideas pls., Robert Jonkman
Re: Sole Plate >>>> (Sta.Monica), Rhkratzse
Wind loads: ASD or Strength?, Jason Christensen
RE: Wind loads: ASD or Strength?, Gordon Goodell
RE: Wind loads: ASD or Strength?, Jason Christensen
Min Concrete Shear Wall Ratio, xmy987
RE: Wind loads: ASD or Strength?, Doug Mayer
Maximum seismic sway, Khabbazan, Mehdi
Re: FW: Wind loads: ASD or Strength?, Andy Heigley
Re: Maximum seismic sway, Gerard Madden, SE
Re: Wind loads: ASD or Strength?, Scott Maxwell

Wed Feb 18 13:14:28 GMT 2009

Re: Wind loads: ASD or Strength?, Jordan Truesdell, PE
Steel connection design, David Francis Caballero
Re: Steel connection design, Tom . Hunt
Re: FW: Wind loads: ASD or Strength?, AWC Info
Anyone going to the AISC welding seminar in NY tomorrow?, Jordan Truesdell, PE
IBC Concrete Cover for Fire, Paul Feather

Thu Feb 19 02:03:25 GMT 2009

RE: Ventilate stud spaces in earthquake retrofits?, Acharya, Suresh
Re: Steel connection design, David Francis Caballero
RE: Steel connection design, Conrad Harrison
Re: Steel connection design, Gary L. Hodgson and Assoc.
Re: Steel connection design, Tom . Hunt
Active Seismic Masses, Bill Polhemus
ASCE 7 Section 12.2.5.6, Bill Allen
Re: Active Seismic Masses, Tom . Hunt
Re: ASCE 7 Section 12.2.5.6, David Topete
RE: ASCE 7 Section 12.2.5.6, Bill Allen
Re: ASCE 7 Section 12.2.5.6, David Topete
RE: ASCE 7 Section 12.2.5.6, Bill Allen
RE: ASCE 7 Section 12.2.5.6, Mark Johnson
Low alkali cement, Dickey, David
ASCE 7-05: RSA Procedure per 12.9, bill
Re: Active Seismic Masses, bill
Re: Low alkali cement, Tom . Hunt

Fri Feb 20 00:05:16 GMT 2009

Re: ASCE 7-05: RSA Procedure per 12.9, Daniel Popp
Re: ASCE 7-05: RSA Procedure per 12.9, Gerard Madden, SE
Design of Double Angle Shear Connection for Extreme Ductility, Felker, Brian
progressive collapse, sam saumil
RE: progressive collapse, Conrad Harrison
RE: Design of Double Angle Shear Connection for Extreme Ductility, Harold Sprague
RE: Low alkali cement, Harold Sprague
RE: Moxie and impermeabilising concrete, Harold Sprague
Re: ASCE 7-05: RSA Procedure per 12.9, bill
Re: ASCE 7-05: RSA Procedure per 12.9, bill
RE: ASCE 7 Section 12.2.5.6, Larry Hauer
ASCE 7-05: Direction of Loading (12.5), bill
RE: ASCE 7-05: RSA Procedure per 12.9, William.Sherman
RE: ASCE 7-05: RSA Procedure per 12.9, Acharya, Suresh
Re: ASCE 7-05: Direction of Loading (12.5), Gerard Madden, SE
Re: ASCE 7-05: RSA Procedure per 12.9, Tom . Hunt
Re: ASCE 7-05: RSA Procedure per 12.9, Daniel Popp
Re: ASCE 7-05: Direction of Loading (12.5), bill
Re: ASCE 7-05: RSA Procedure per 12.9, bill
Re: ASCE 7-05: RSA Procedure per 12.9, bill
RE: ASCE 7-05: RSA Procedure per 12.9, Acharya, Suresh
Re: Steel connection design, Abolhassan Astaneh-Asl
Tilt Up Building Seismic force Resisting System, xmy987
Re: Tilt Up Building Seismic force Resisting System, David Topete

Sat Feb 21 00:03:35 GMT 2009

RE: Tilt Up Building Seismic force Resisting System, xmy987
RE: Tilt Up Building Seismic force Resisting System, Doug Mayer
Re: Tilt Up Building Seismic force Resisting System, David Topete
Remove from list, Souther, Joseph
Re: Remove from list, Bill Polhemus
Design of Double Angle Shear Connection for Extreme Ductility, Abolhassan Astaneh-Asl
IBC 2006 - SEISMIC DESIGN OF STEEL - 2205.2.2, Bill Polhemus
Re: FW: Wind loads: ASD or Strength?, Bill Polhemus
Re: Wind loads: ASD or Strength?, Bill Polhemus
Re: Wind loads: ASD or Strength?, Bill Polhemus
Re: Wind forces, Bill Polhemus
RE: Remove from list, erik_g
RE: IBC 2006 - SEISMIC DESIGN OF STEEL - 2205.2.2, Harold Sprague
Re: Remove from list, Bill Polhemus
Re: IBC 2006 - SEISMIC DESIGN OF STEEL - 2205.2.2, Bill Polhemus
Re: Wind loads: ASD or Strength?, Richard Calvert
Re: Wind loads: ASD or Strength?, bill
RE: Remove from list, Douglas Boyd
Re: Remove from list, ASLCSE
RE: IBC 2006 - SEISMIC DESIGN OF STEEL - 2205.2.2, Harold Sprague

Sun Feb 22 00:55:39 GMT 2009

Re: Remove from list, Scott Maxwell
Re: Remove from list, Gerard Madden, SE
Re: Remove from list, Bill Polhemus
Re: Remove from list, Gerard Madden, SE

Mon Feb 23 00:32:58 GMT 2009

Re: Remove from list, Bill Polhemus
Re: Remove from list, Gary L. Hodgson and Assoc.
Re: Wind loads: ASD or Strength?, Tom . Hunt

Tue Feb 24 22:22:11 GMT 2009

Structural Steel Price, Gerard Madden, SE
Re: Structural Steel Price, Tom . Hunt
2005 Aluminum Design Manual, Bill Allen
RE: Structural Steel Price - NEW IMPROVED PROCESS!, bill

Wed Feb 25 00:05:03 GMT 2009

Re: Structural Steel Price - NEW IMPROVED PROCESS!, Gerard Madden, SE
RE: Structural Steel Price - NEW IMPROVED PROCESS!, Doug Mayer
ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), bill
RE: Structural Steel Price, Nguyen, Phuong
Re: Structural Steel Price - NEW IMPROVED PROCESS! ;), Rhkratzse
Blast Protection: Army Manual 5-1300 is now on the web, Abolhassan Astaneh-Asl
Re: Structural Steel Price, Christopher Wright
Re: ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), Daryl Richardson
RE: Structural Steel Price - NEW IMPROVED PROCESS!, Paul Feather
Re: ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), Bill Polhemus
Re: Structural Steel Price - NEW IMPROVED PROCESS!, Bill Polhemus
Re: Structural Steel Price, ECVAl3
Re: Structural Steel Price, Gerard Madden, SE
DE-COUPLE CONCRETE SHEAR WALLS AT CORES, Tejas Ins
Re: 2005 Aluminum Design Manual, Gary L. Hodgson and Assoc.
ASCE-7 Ice Loads, Jim Lutz
Re: ASCE-7 Ice Loads, Tom . Hunt
Re: ASCE-7 Ice Loads, Bill Polhemus
Re: ASCE-7 Ice Loads - Load Combinations, Tom . Hunt

Thu Feb 26 07:31:39 GMT 2009

RE: Remove from list, Dennis Wish
Re: Remove from list, Bill Polhemus
Ice loads, Jared Keyser
Concrete Bench With Wall, seaint04
Re: Concrete Bench With Wall, Tarek Mokhtar
Re: Concrete Bench With Wall, Tom . Hunt
Re: Concrete Bench With Wall, Daryl Richardson
Re: Concrete Bench With Wall, Drew Morris
Re: Concrete Bench With Wall, Rick
Fw: ASCE-7 Ice Loads - Retraction, Tom . Hunt
ICF Shear Wall in SDC C, Joseph R. Grill
Standing Seam Metal Roofing Wind Uplift Calculations, Oshin Tosounian
Re: ICF Shear Wall in SDC C, Gerard Madden, SE
Shear in NDS, Timothy Hilton
Florida License Renewal, Christopher Wright
Re: Shear in NDS, Gerard Madden, SE
Re: Shear in NDS (and deflection), Rhkratzse
Re: Shear in NDS (and deflection), David Topete

Fri Feb 27 00:07:44 GMT 2009

some code issues, SGE Structural
Re: Shear in NDS (and deflection), Rhkratzse
Re: Shear in NDS, Scott E Maxwell
Re: Florida License Renewal, Scott E Maxwell
Re: ICF Shear Wall in SDC C, Scott E Maxwell
Re: Florida License Renewal, Christopher Wright
FACI Title?, Richard Calvert
RE: Concrete Bench With Wall, Rich Lewis
RE: FACI Title?, Rich Lewis
Re: FACI Title?, Alexander Bausk
RE: FACI Title?, Richard Calvert
Re: FACI Title?, Alexander Bausk
RE: FACI Title?, Richard Calvert
Re: Florida License Renewal, Scott E Maxwell
FL PE renewal, christopher . banbury
Re: FL PE renewal, Christopher Wright
Re: Florida License Renewal, Christopher Wright
Standing Seam Metal Roofing Wind Uplift Calculations, Eric Tompos
RE: some code issues, Dennis Wish
RE: some code issues, Doug Mayer

Sat Feb 28 00:24:17 GMT 2009

Electrocuting elephants was Re: some code issues, Drew Morris
Re: Florida License Renewal, Scott E Maxwell
Re: Florida License Renewal, Christopher Wright

Sun Mar 01 17:07:04 GMT 2009

DE-COUPLE CONCRETE SHEAR WALLS AT CORES, Tejas Ins
Re: Standing Seam Metal Roofing Wind Uplift Calculations, Paul Ransom
RE: ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), Harold Sprague
RE: ASCE-7 Ice Loads, Harold Sprague
Re: ASCE-7 Ice Loads, Bill Polhemus
Re: ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), Bill Polhemus

Mon Mar 02 08:28:23 GMT 2009

System Test for Post tensioning, Nittsi
TEDDS Software, Matthew Newton
FACI Title?, Tom . Hunt
RE: FACI Title?, Tom . Hunt
RE: FACI Title?, Tom . Hunt
Welding Through Metal Roof Deck, Adair, Joel
RE: some code issues, John L.Smart
RE: Standing Seam Metal Roofing Wind Uplift Calculations, Oshin Tosounian
Re: DOS to Windows Printing Problem, Daryl Richardson
Re: Welding Through Metal Roof Deck, Tom . Hunt
RE: some code issues, bill
IT question, Thor Tandy
Re: IT question, Alexander Bausk
RE: IT question, Thor Tandy
RE: IT question, Michel Blangy
RE: IT question, Thor Tandy
RE: IT question, Gil Brock
RE: IT question, Thor Tandy

Tue Mar 03 00:30:12 GMT 2009

RE: IT question, Yi Yang
RE: IT question, Thor Tandy
RE: Welding Through Metal Roof Deck, Harold Sprague
RE: IT question, Gautam Manandhar
Re: IT question, jrgrill
Re: some code issues, Gerard Madden, SE
Re: IT question, Scott Maxwell
Re: IT question, Alexander Bausk
Re: System Test for Post tensioning, Bulent Hatipoglu
RE: IT question, Richard Calvert
RE: IT question, Tom . Hunt
Re: IT question, Drew Morris
RE: IT question, Thor Tandy
RE: IT question, Thor Tandy
Re: IT question, Scott Maxwell

Wed Mar 04 00:23:06 GMT 2009

Rebar pull test, Jerry Coombs
Re: Standing Seam Metal Roofing Wind Uplift Calculations, Paul Ransom
ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, bill
RISA and Direct Analysis Method, bill
Re-grading of Lumber, Oshin Tosounian
Re: Re-grading of Lumber, FSRahbar

Thu Mar 05 04:07:29 GMT 2009

Re: Moxie and impermeabilising concrete, Kevin Below
RE: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Conrad Harrison
RE: Moxie and impermeabilising concrete, Harold Sprague
RE: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Harold Sprague
Re: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Gary L. Hodgson and Assoc.
Haunch Moment Connetion Design Reference, Sushil Chauhan
Direct Analysis Method, Matthew Newton
RE: Haunch Moment Connetion Design Reference, Richard Calvert
RE: Haunch Moment Connetion Design Reference, Tom . Hunt
Re: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Bill Polhemus
Re: Direct Analysis Method, Jordan Truesdell, PE
Direct Analysis Method, Alexander Bausk
Sds values for elements, Larry Hauer

Fri Mar 06 07:19:10 GMT 2009

RE: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Harold Sprague
RE: ICF Shear Wall in SDC C, Ehrlich, Gary
ICF Shear Wall in SDC C, Ehrlich, Gary
Test e-mail, Ehrlich, Gary
test e-mail 2, Ehrlich, Gary
Re: ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, Jim Getaz
Use of Sds fior Elements of Buildings, Larry Hauer
Use of Sds fior Elements of Buildings, Larry Hauer
Sds for Elements in Buildings, Larry Hauer
Sds for building elements and Connections, lrhauer
RE: Sds for building elements and Connections, Doc Moyle
RE: Direct Analysis Method, Josh Plummer
RE: Sds for building elements and Connections, Larry Hauer

Mon Mar 09 09:07:03 GMT 2009

list of ISI journals, lila haj najafi

Tue Mar 10 13:25:47 GMT 2009

Brass Railing, Richard Calvert
Brass Railing, Tom . Hunt
RE: Brass Railing, John L.Smart

Wed Mar 11 16:28:00 GMT 2009

Post-Installed Threaded Insert, Gerard Madden, SE
RE: Post-Installed Threaded Insert, Garner, Robert
RE: Post-Installed Threaded Insert, Garner, Robert
RE: Post-Installed Threaded Insert, Dick_Roberts
RE: Post-Installed Threaded Insert, Bill Allen
Re: Post-Installed Threaded Insert, Gerard Madden, SE
RE: Post-Installed Threaded Insert, Dick_Roberts
Re: Post-Installed Threaded Insert, Gerard Madden, SE
RE: Post-Installed Threaded Insert, Kipp Martin
Re: Post-Installed Threaded Insert, Gerard Madden, SE
Re: Post-Installed Threaded Insert, Gerard Madden, SE
RE: Post-Installed Threaded Insert, Brian Gerving
RE: Post-Installed Threaded Insert, Kipp Martin
Re: Post-Installed Threaded Insert, Rhkratzse
Re: Brass Railing, Jordan Truesdell, PE
Point supported glass design, Jim Wilson
RE: Point supported glass design, Garner, Robert
RE: Point supported glass design, Thor Tandy
Re: Point supported glass design, Jordan Truesdell, PE

Thu Mar 12 04:53:48 GMT 2009

Corrosion resistant structural bolts, Paul Ransom
RE: Brass Railing, Richard Calvert
RE: Brass Railing, Tom . Hunt
Re: Point supported glass design, Jim Wilson
Re: Brass Railing, David Topete
RE: Point supported glass design, Thor Tandy
Re: Point supported glass design, Christopher Wright
Re: Point supported glass design, Jordan Truesdell, PE
Re: Point supported glass design, Rhkratzse
RE: Point supported glass design, Donny Harris
RE: Post-Installed Threaded Insert, Donny Harris
Question on Staad Pro 2006, Micayas, Julius
Re: Question on Staad Pro 2006, Tom . Hunt
Green Point Rated Concrete, Tom Monti
Re: Green Point Rated Concrete, Tom . Hunt
RE: Green Point Rated Concrete, William.Sherman

Fri Mar 13 00:14:42 GMT 2009

Re: Point supported glass design, Christopher Wright
Re: Point supported glass design, Jordan Truesdell, PE
RE: Point supported glass design, Thor Tandy
Re: Point supported glass design, Christopher Wright
RE: Green Point Rated Concrete, sscholl2(--nospam--at)juno.com
Re: Point supported glass design, Gary L. Hodgson and Assoc.
RE: Point supported glass design, vicpeng(--nospam--at)telus.net
Re: Green Point Rated Concrete, Gerard Madden, SE
11 x 17 printer, Jerry Coombs
RE: Green Point Rated Concrete, Adair, Joel
Frictin to Resist Seismic Forces, lrhauer
Re: Frictin to Resist Seismic Forces, FSRahbar
RE: Frictin to Resist Seismic Forces, Doug Mayer
RE: Frictin to Resist Seismic Forces, Doug Mayer
11 x 17 Printers, Jerry Coombs
Re: Frictin to Resist Seismic Forces, Ing. Benjamín Arcos Reyes
RE: Frictin to Resist Seismic Forces, Larry Hauer
Re: 11 x 17 printer, Jim Wilson
RE: 11 x 17 printer, Jeff Smith

Sat Mar 14 12:23:53 GMT 2009

Re: 11 x 17 Printers, Anantha Narayan

Sun Mar 15 12:22:00 GMT 2009

Re: Green Point Rated Concrete, James Getaz
Thin Concrete Overlay, Rich Lewis
Thin concrete overlay, robert . freeman

Mon Mar 16 12:46:07 GMT 2009

re: thin concrete overlay, Andrew Kester
Re: thin concrete overlay, Andrew Kester
Re: Thin Concrete Overlay, Tom . Hunt
Re: Green Point Rated Concrete, Gerard Madden, SE
RE: Job Opening - anybody, Gautam Manandhar
RE: IT question, Gautam Manandhar
RE: Job Opening - anybody, David Fisher
Re: IT question, vicpeng
RE: IT question, Michel Blangy
RE: IT question, Nguyen, Phuong

Tue Mar 17 03:54:28 GMT 2009

Re: IT question, Chuck Utzman
Re: IT question, Gary L. Hodgson and Assoc.
Re: Green Point Rated Concrete, Jim Getaz
ACI Chapt. 22, Richard Calvert
Cold-formed corrugated, Gordon Goodell
Re: Cold-formed corrugated, Drew Morris
Re: Cold-formed corrugated, David Topete
ACI Chapt. 22, Tom . Hunt
RE: Cold-formed corrugated, Bill Allen
Concrete and Vibration, Gerard Madden, SE
Re: Cold-formed corrugated, Jim Wilson
Re: Cold-formed corrugated, Drew Morris
RE: ACI Chapt. 22, Rich Lewis
RE: Cold-formed corrugated, Bill Allen

Wed Mar 18 11:31:47 GMT 2009

Re: Concrete and Vibration, Jim Getaz
RE: ACI Chapt. 22, Jerry Coombs
Re: Concrete and Vibration, Gerard Madden, SE
Rigid vs. Semi-Rigid Joint, Bill Allen
RE: Cold-formed corrugated, Gordon Goodell
Re: Cold-formed corrugated, Jnapd

Thu Mar 19 17:02:44 GMT 2009

RE: Concrete and Vibration, Josh Plummer
Re: Concrete and Vibration, Gerard Madden, SE

Fri Mar 20 00:29:58 GMT 2009

Re: Structural Expert Series Software Library, ASLCSE
History of Seaint List, jwhite
OT - Taxes, Mark Johnson
Fw: OT - Taxes, Mark Johnson
Frozen soil = disturbed earth?, Jim Wilson
Re: Frozen soil = disturbed earth?, Rhkratzse
Re: Frozen soil = disturbed earth?, Tom . Hunt
Re: Frozen soil = disturbed earth?, Rhkratzse
RE: Frozen soil = disturbed earth?, Haan, Scott M POA
History of Seaint List, jwhite
RE: History of Seaint List, Haan, Scott M POA
RE: Frozen soil = disturbed earth?, Haan, Scott M POA

Sat Mar 21 00:17:10 GMT 2009

Re: History of Seaint List, Bill Polhemus
Fw: OT - Taxes, Mark Johnson
RE: ACI Chapt. 22, Scott Maxwell
RE: OT - Taxes, Rich Lewis
RE: History of Seaint List, Rich Lewis
RE: OT - Taxes, Rich Lewis
RE: OT - Taxes, Mark Johnson
RE: Frozen soil = disturbed earth?, Harold Sprague

Sun Mar 22 00:18:34 GMT 2009

Re: History of Seaint List, Bill Polhemus
re: history of the seaint list, Andrew Kester
Re: Frozen soil = disturbed earth?, Daryl Richardson
RE: Frozen soil = disturbed earth?, Harold Sprague

Mon Mar 23 00:31:45 GMT 2009

Re: OT - Taxes, Jordan Truesdell, PE
Re: Frozen soil = disturbed earth?, Daryl Richardson
Re: OT - Taxes, Jnapd
Re: Frozen soil = disturbed earth?, Jared Keyser
Re: History of Seaint List, Drew Morris
Re: History of Seaint List, Gerard Madden, SE
RE: Frozen soil = disturbed earth?, Harold Sprague
RE: Frozen soil = disturbed earth?, Haan, Scott M POA
Re: Frozen soil = disturbed earth?, Drew Morris
Re: Frozen soil = disturbed earth?, Rhkratzse
RE: Frozen soil = disturbed earth?, Haan, Scott M POA

Tue Mar 24 04:31:09 GMT 2009

RE: Frozen soil = disturbed earth?, Harold Sprague
History of Seaint List, Michael Hemstad
RE: History of Seaint List, Bill Allen
Re: History of Seaint List, Mike Jones
Re: Frozen soil = disturbed earth?, Rhkratzse
RE: History of Seaint List, Bill Allen
RE: History of Seaint List, Jeremy White
Re: Frozen soil = disturbed earth?, Ralph Kratz
RE: Frozen soil = disturbed earth?, Haan, Scott M POA
Re: Frozen soil = disturbed earth?, Drew Morris
Re: History of Seaint List, Chuck Utzman
Re: History of Seaint List, Stan Caldwell
Re: History of Seaint List, Christopher Wright
RE: History of Seaint List, Stuart, Matthew
Re: History of Seaint List, Casey K. Hemmatyar
Re: Frozen soil = disturbed earth?, Stan Caldwell
Re: History of Seaint List, Stan Caldwell
Re: History of Seaint List, Stan Caldwell
Re: History of Seaint List, Alexander Bausk
Re: History of Seaint List, Bill Polhemus
Re: History of Seaint List, Bill Polhemus
RE: History of Seaint List, Acharya, Suresh

Wed Mar 25 00:52:42 GMT 2009

Re: History of Seaint List, Jordan Truesdell, PE
Re: History of Seaint List, Stan Caldwell
RE: History of Seaint List, Bill Cain
re: history of the list, Andrew Kester
RE: history of the list, Stuart, Matthew
Steel Joist Seat Height, Paul Blomberg
Re: Steel Joist Seat Height, Daryl Richardson
Re: history of the list, Daryl Richardson
RE: Steel Joist Seat Height, Haan, Scott M POA
Re: History of Seaint List, Bill Polhemus

Thu Mar 26 11:56:12 GMT 2009

Re: Steel Joist Seat Height, Gary L. Hodgson and Assoc.
re: joist seat height, Andrew Kester
Re: joist seat height, Paul Blomberg
Re: Steel Joist Seat Height, Drew Morris
Re: Steel Joist Seat Height, Drew Morris
Re: Steel Joist Seat Height, David Topete
Re: Steel Joist Seat Height, Rhkratzse

Fri Mar 27 12:34:28 GMT 2009

Re: Steel Joist Seat Height, Gary L. Hodgson and Assoc.
RE: Steel Joist Seat Height, John L.Smart
Vertical joint in Matt (raft) foundation, John Nader
re: joist seats, Andrew Kester
Re: joist seats, David Topete
Minimum Reinforcing in CMU, Joseph R. Grill

Sat Mar 28 00:07:15 GMT 2009

RE: Minimum Reinforcing in CMU, Scott Maxwell
RE: Vertical joint in Matt (raft) foundation, Alex Nacionales
AIr vent distance in Post tensioning duct, Nittsi
Jv opportunity, dfisher
Casey H., dfisher

Sun Mar 29 00:53:08 GMT 2009

California SE question: Essential facilities, dfisher
RE: Vertical joint in Matt (raft) foundation, Harold Sprague
Re: California SE question: Essential facilities, Mark Gilligan
Re: Frozen soil = disturbed earth?, Daryl Richardson
Re: California SE question: Essential facilities, dfisher
RE: California SE question: Essential facilities, Paul Feather

Mon Mar 30 16:08:18 GMT 2009

Re: California SE question: Essential facilities, Gerard Madden, SE
Re: California SE question: Essential facilities, Gerard Madden, SE
RE: IT question, Thor Tandy

Tue Mar 31 11:55:32 GMT 2009

Re: California SE question: Essential facilities - cans and pins, Jim Getaz
CHINESE STEEL, bill
Re: California SE question: Essential facilities - cans and pins, bill
Re: CHINESE STEEL, Rick
Re: CHINESE STEEL, bill
Re: CHINESE STEEL, Gerard Madden, SE
Re: California SE question: Essential facilities - cans and pins, Gerard Madden, SE
Re: CHINESE STEEL, ken ng
RE: California SE question: Essential facilities - cans and pins, Bill Allen
Re: CHINESE STEEL, David Topete
Re: CHINESE STEEL, bill
RE: CHINESE STEEL, David Fisher
Re: CHINESE STEEL, Gerard Madden, SE
Re: CHINESE STEEL, Rhkratzse
RE: CHINESE STEEL, Acharya, Suresh
RE: CHINESE STEEL, Bill Cain

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