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SEAINT Mail Archive 2005 (Oct-Dec)

Civil and Structural Engineering discussions by date

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Messages: 1896

Sat Oct 01 12:40:17 GMT 2005

Re: ENERCALC, Gary Hodgson & Associates
Re: Slab-on-asphalt?, Gary Hodgson & Associates
RE: ENERCALC, dave lowen
Re: ENERCALC, Christopher Wright
Re: ENERCALC, Paul Ransom
Re: wind load / curtain wall, Paul Ransom
Re: S-Frame/P-Frame, Paul Ransom
Re: ENERCALC, Christopher Wright
Re: wind load / curtain wall, Rhkratzse

Sun Oct 02 01:42:30 GMT 2005

Fastener Corrosion in salt-water soaked wood, Thor Matteson
Re: ENERCALC, Scott Maxwell
corrosion from ocean flooding, Andrew Kester, PE
Re: corrosion from ocean flooding, Neil Moore
Freedom of Opinion WAS: Enercalc, Dennis S. Wish, PE

Mon Oct 03 13:05:20 GMT 2005

Re: ENERCALC, Paul Ransom
wind on steel frames without cladding, Bruce Holcomb
Re: ENERCALC, G Vishwanath
Re: wind on steel frames without cladding, Daryl Richardson
Re: wind on steel frames without cladding, Jim Hannah
Gypsum board for bracing in 03 IBC Seismic Design Category D?, Haan, Scott M POA

Tue Oct 04 01:18:42 GMT 2005

Dongles, Dennis S. Wish, PE
Translation from German, wsp(--nospam--at)wanadoo.es
Concrete Shear Wall / Shear Cores, Rob Still
MathCad, Candi Anderson
New year, Michael Hemstad
Re: Concrete Shear Wall / Shear Cores, Dave Handy
Re: Dongles, Paul Ransom
RE: Concrete Shear Wall / Shear Cores, Ali Karimzadegan
RE: Translation from German, Mateusz Podskarbi
RE: Concrete Shear Wall / Shear Cores, Andy Heigley
RE: MathCad, Roger Davis
RE: Concrete Shear Wall / Shear Cores, Ali Karimzadegan
RE: MathCad, Scott, William N.
RE: MathCad, Scott Maxwell
RE: Dongles, Yi Yang
Re: MathCad, Joseph Grill
WTCA site revised, sea
Re: Dongles, Jordan Truesdell, PE
RE: Gypsum board for bracing in 03 IBC Seismic Design Category D, Dan Morrow
RE: Gypsum board for bracing in 03 IBC Seismic Design Category D, Haan, Scott M POA

Wed Oct 05 11:19:17 GMT 2005

RE: Translation from German, G Vishwanath
Re: Dongles, Gary Hodgson & Associates
RE: seaint Digest for 4 Oct 2005, Tahir Nasir
FW: Ceiling joists/rafter ties IRC R802.3.1, AWC Info
RE: Translation from German, Padmanabhan Rajendran
Re: FW: Ceiling joists/rafter ties IRC R802.3.1, Jim Wilson
Modeling Techniques (deck), John J. Treff
Dented light pole, Jim Wilson
RE: Dented light pole, Lutz, James
RE: Dented light pole, David Maynard
Re: Modeling Techniques (deck), Christopher Wright
dock design, jebby varughese
RE: Modeling Techniques (deck), Gerard Madden, SE
Re: Dented light pole, Randall Moore, PE, SE
Re: dock design, Christopher Wright
Prison Break, Gerard Madden, SE
RE: Prison Break, David Fisher
Re: Dented light pole, Padmanabhan Rajendran
RE: dock design, Caldwell, Stan
Masonry Special Inspection, Greg Mosier
RE: Masonry Special Inspection, Lutz, James
RE: Masonry Special Inspection, Haan, Scott M POA
RE: Masonry Special Inspection, Eli Grassley
Re: Masonry Special Inspection, Scott Maxwell
2x T&G decking, Eli Grassley
RE: Masonry Special Inspection, Christopher
RE: 2x T&G decking, Gerard Madden, SE
RE: 2x T&G decking, Tom Skaggs
RE: 2x T&G decking, Bruce Holcomb
RE: Prison Break, Yi Yang
RE: Prison Break, David Maynard
RE: Prison Break, Eli Grassley
RE: Prison Break, Gerard Madden, SE
RE: Masonry Special Inspection, Eli Grassley
RE: Masonry Special Inspection, Haan, Scott M POA

Thu Oct 06 04:41:12 GMT 2005

Re: dock design, BCainse
Re: Masonry Special Inspection, ASQENGG2
CORRUGATED DECK, ASC
RE: Masonry Special Inspection, Foy, Warren
RE: Prison Break, David Maynard
PEMB - Tie Beam, M. David Finley, P.E., P.A.
RE: PEMB - Tie Beam, Nuttall, Davin J.
RE: PEMB - Tie Beam, Chris Towne
RE: PEMB - Tie Beam, Foy, Warren
RE: PEMB - Tie Beam, David Maynard
PEMB - Tie Beam, David Maynard
Re: PEMB - Tie Beam, John Riley
Re: PEMB - Tie Beam, pacific.science
Re: Masonry Special Inspection, Jordan Truesdell, PE
re: 1994 UBC & SE Manual on eBay, pacific.science
RE: Masonry Special Inspection, Michael Bryson
RE: Masonry Special Inspection, Haan, Scott M POA
RE: Masonry Special Inspection, Haan, Scott M POA
RE: Masonry Special Inspection, Haan, Scott M POA
Re: PEMB - Tie Beam, Will Haynes
Re: Wind velocity, Javier Encinas
multiple opening software, Joseph Grill
RE: Gypsum board for bracing in 03 IBC Seismic Design Category D, David Merrick
Re: Gypsum board for bracing in 03 IBC Seismic Design Category D, S. Gordin
[no subject], Samual Deng

Fri Oct 07 02:53:53 GMT 2005

Re: Gypsum board for bracing in 03 IBC Seismic Design Category D, Robert Kazanjy
Re: Gypsum board for bracing in 03 IBC Seismic Design Category D, S. Gordin
Re: Gypsum board for bracing in 03 IBC Seismic Design Category D, S. Gordin
Re: Wind velocity, Harold Sprague
Re: PEMB - Tie Beam, Gary Hodgson & Associates
Re: Wind velocity, Javier Encinas
Re: Wind velocity, Joseph Grill
RE: Wind velocity, Aquino, Jeff
CORRUGATED DECK, ggg
USGS site and Google Maps, Rich Kip

Sat Oct 08 19:06:12 GMT 2005

Re: USGS site and Google Maps, Tripp Howard

Sun Oct 09 10:50:51 GMT 2005

relation b/w peal ground acceleration and Seismic Zones, Syed Faiz

Mon Oct 10 01:19:54 GMT 2005

Question Regarding Speaker for UC Berkeley ASCE Chapter Meeting, Eugene Gordin
overturning, Christopher
Stainless Steel, Mike Zaitz
RE: relation b/w peal ground acceleration and Seismic Zones, Sherman, William
RE: overturning, Rich Lewis
NACE Certifications, Polhemus, Bill
Re: Stainless Steel, Christopher Wright
Dynamic analysis of Table top foundation, Bhavin Shah
RE: PEMB - Tie Beam, Harold Sprague
Re: Wind velocity, Harold Sprague
Seismic Moment Connection into Column Web, Mark Francois
Re: Seismic Moment Connection into Column Web, THunt
RE: overturning, Dan Morrow
re: Pile Modelling in CSI SAFE, Structural Engineer
RE: Pile Modelling in CSI SAFE, Garner, Robert

Tue Oct 11 00:28:08 GMT 2005

RE: Pile Modelling in CSI SAFE, Mark D. Baker
Re: Stainless Steel, Robert Kazanjy
Re: Stainless Steel, Christopher Wright
Re: Pile Modelling in CSI SAFE, Structures Online
Re: Pile Modelling in CSI SAFE, Daryl Richardson
AASHTO vs. Deep Beam, Wontae Kim
LA Times Article - Vulnerable Concrete Buildings, Gerard Madden, SE
Re: LA Times Article - Vulnerable Concrete Buildings, Scott Maxwell
RE: LA Times Article - Vulnerable Concrete Buildings, Barry H. Welliver

Wed Oct 12 13:49:08 GMT 2005

Pile Modelling in CSI SAFE, Michael Hemstad
Civil Engineering T-shirt available, John C. Jones
RE: Civil Engineering T-shirt available, David Maynard
Re: Civil Engineering T-shirt available, Jordan Truesdell, PE
Pile Modelling in CSI SAFE, Gale45man
RE: Civil Engineering T-shirt available, John C. Jones
Re: Civil Engineering T-shirt available, S. Gordin
Re: Civil Engineering T-shirt available, gskwy
RE: Pile Modelling in CSI SAFE, Harris, Brian
RE: Civil Engineering T-shirt available, Chance, Acie
Re: Dynamic analysis of Table top foundation, Walter Sawruk
RE: Civil Engineering T-shirt available, Mike Jones
RE: LA Times Article - Vulnerable Concrete Buildings, Scott, William N.
Re: Civil Engineering T-shirt available, Paul Feather
RE: Civil Engineering T-shirt available, John C. Jones
RE: LA Times Article - Vulnerable Concrete Buildings, Catherine Pagni
RE: Civil Engineering T-shirt available, Scott, William N.
Re: Civil Engineering T-shirt available, gskwy
Re: Dynamic analysis of Table top foundation, Himat Solanki
RE: LA Times Article - Vulnerable Concrete Buildings, Barry H. Welliver
Re: LA Times Article - Vulnerable Concrete Buildings, Rhkratzse
Re: Civil Engineering T-shirt available, Rhkratzse
diagonal corner reinforcement in cast-in-place diaphragms, Gale45man
RE: diagonal corner reinforcement in cast-in-place diaphragms, Haan, Scott M POA
RE: diagonal corner reinforcement in cast-in-place diaphragms, Kestner, James W.
RE: diagonal corner reinforcement in cast-in-place diaphragms, Lutz, James

Thu Oct 13 07:24:49 GMT 2005

Re: Pile Modelling in CSI SAFE, K N SHETH
Re: Civil Engineering T-shirt available, Michelle Motchos
T shirt..., Andrew Kester, PE
RE: Civil Engineering T-shirt available, Michelle Motchos
Coefficient of thermal expansion - steel, Jim Wilson
RE: Coefficient of thermal expansion - steel, David Fisher
RE: Coefficient of thermal expansion - steel, Candi Anderson
Re: T shirt..., GSKWY
RE: T shirt..., David Fisher
1 Hr Firewall UBC or HUD, Kevin Polin
RE: 1 Hr Firewall UBC or HUD, Ben Yousefi
RE: 1 Hr Firewall UBC or HUD, Scott, William N.
RE: 1 Hr Firewall UBC or HUD, Mueller, John
RE: 1 Hr Firewall UBC or HUD - Thanks, Kevin Polin
RE: Civil Engineering T-shirt available, Mark
Re: Coefficient of thermal expansion - steel, Christopher Wright
Re: Civil Engineering T-shirt available, David Topete
RE: 1 Hr Firewall UBC or HUD - Thanks Again, Kevin Polin
RE: Coefficient of thermal expansion - steel, Chuck Ritter
Flood Resistant Design and Construction, SEI/ASCE 24-98, Stuart, Matthew
RE: Coefficient of thermal expansion - steel, Jim Wilson
Civil Engineering T-shirt available, Michael Hemstad
RE: Civil Engineering T-shirt available, John C. Jones
Re: Civil Engineering T-shirt available, S. Gordin
RE: Civil Engineering T-shirt available, Keith Pabst
Re: Civil Engineering T-shirt available, S. Gordin
Tee Shirts, Dennis S. Wish, PE
Re: Tee Shirts, S. Gordin
RE: Tee Shirts, John C. Jones
RE: Tee Shirts, Gerard Madden, SE
Re: Civil Engineering T-shirt available, Jordan Truesdell, PE

Fri Oct 14 00:29:41 GMT 2005

roark's stress and strain, Jason Atwood
Re: roark's stress and strain, Christopher Wright
t shirts..., Andrew Kester, PE
common rebar grade, Christopher
RE: common rebar grade, Roger Davis
RE: common rebar grade, John Riley
roark's formula's, Jason Atwood
Re: common rebar grade, Robert Kazanjy
RE: common rebar grade, Joe Grill
RE: common rebar grade, Scott, William N.
Re: roark's formula's, Christopher Wright
Mortar & sulfates, joraljim
RE: Mortar & sulfates, Martin Li
Allowable Stress Design of a Concrete Beam, refugio rochin
RE: Allowable Stress Design of a Concrete Beam, Garner, Robert
RE: Allowable Stress Design of a Concrete Beam, Bob Immel
Re: common rebar grade, Jordan Truesdell, PE

Sat Oct 15 16:48:06 GMT 2005

Re: Pile Modelling in CSI SAFE, Structural Engineer
Tree live load, Jim Wilson
RE: Tree live load, Rich Lewis
Re: Tree live load, Rhkratzse

Sun Oct 16 06:58:32 GMT 2005

RE: relation b/w peal ground acceleration and Seismic Zones, Syed Faiz
Re: relation b/w peal ground acceleration and Seismic Zones, AmerRescue

Mon Oct 17 00:04:01 GMT 2005

RE: Allowable Stress Design of a Concrete Beam, Carlos Avila
Re: Truck wheel loads? Thanks to all!, Rhkratzse
RE: relation b/w peal ground acceleration and Seismic Zones, Syed Faiz
i need academic computer program for underground storage tank structure, alireza talebi
Forces due to Frost Effects, Bhavin Shah
Re: Dynamic analysis of Table top foundation, Bhavin Shah
Re: Dynamic analysis of Table top foundation, Christopher Wright
Re: Tree live load, Paul Feather
Re: relation b/w peal ground acceleration and Seismic Zones, AmerRescue
Re: Tree live load, ECVAl3
RE: Forces due to Frost Effects, Scott, William N.
RE: Tree live load, Scott, William N.
Re: relation b/w peal ground acceleration and Seismic Zones - triangle of life, Gale45man
Re: Forces due to Frost Effects, Daryl Richardson
RE: Forces due to Frost Effects, Scott, William N.
Re: relation b/w peal ground acceleration and Seismic Zones - triangle of life, AmerRescue
Re: relation b/w peal ground acceleration and Seismic Zones - triangle of life, Christopher Wright
Re: Tree live load, Jim Wilson
RE: relation b/w peal ground acceleration and Seismic Zones - triangle of life, Gerard Madden, SE
on the aisc manual/specs, Kat Nelsk
Re: on the aisc manual/specs, Scott Maxwell
RE: on the aisc manual/specs, Eric McAndrew
more relation b/w peal ground acceleration and Seismic Zones - triangle of life, AmerRescue
Christopher Wright response.acceleration and Seismic Zones - triangle of life, AmerRescue
RE: on the aisc manual/specs, Melnick, Scott
Welding to Old Steel, Michael Hemstad
RE: Welding to Old Steel, Garner, Robert
RE: on the aisc manual/specs, Scott Maxwell
Re: Welding to Old Steel, S. Gordin
Re: Welding to Old Steel, bcainse

Tue Oct 18 00:22:04 GMT 2005

Re: Welding to Old Steel, MICHAEL MUSSETT
RE: Welding to Old Steel, Sherman, William
Re: Welding to Old Steel, Christopher Wright
Re: Welding to Old Steel, S. Gordin
Re: Welding to Old Steel, Christopher Wright
re: RC Design Basic Program Listing by E. Nawy, Structural Engineer
re: RC Design Basic Program Listing by E. Nawy, Neil Moore
Re: Welding to Old Steel, Mark Gilligan
re: i need academic computer program for underground storage tank structure, refugio rochin
Re: Dynamic analysis of Table top foundation, Bhavin Shah
RE: Dynamic analysis of Table top foundation, Chuck Ritter
Re: Mortar & sulfates, Junata
Shear wall grade beam extension at foundation corner., ftang ftang
Re: Welding to Old Steel, Gale45man
FW: Shear wall grade beam extension at foundation corner., ftang ftang
OT: plotter for sale..., David Fisher
tick tock, David Adie
RE: tick tock, Lutz, James
Re: tick tock, David Topete
RE: tick tock, David Maynard

Wed Oct 19 05:10:31 GMT 2005

Re: tick tock, Scott Maxwell
RE: tick tock, Scott Maxwell
Re: Welding to Old Steel, Harold Sprague
Re: tick tock, Gary Hodgson & Associates
OT: plotter, David Fisher
Re: Welding to Old Steel, S. Gordin
Re: tick tock, David Topete
Re: tick tock, Scott Maxwell
Re: tick tock, S. Gordin
Sign post embedded in concrete footing, Jim Wilson
Re: Sign post embedded in concrete footing, S. Gordin
RE: Sign post embedded in concrete footing, Sherman, William
Re: Sign post embedded in concrete footing, Neil Moore
RE: tick tock, Michel Blangy
Re: Sign post embedded in concrete footing, Jim Wilson
Floor Finish - Garbage Transfer Facility, M. David Finley, P.E., P.A.
RE: Floor Finish - Garbage Transfer Facility, Stuart, Matthew
RE: Floor Finish - Garbage Transfer Facility, M. David Finley, P.E., P.A.

Thu Oct 20 03:45:27 GMT 2005

Re: Sign post embedded in concrete footing, Neil Moore
RE: Floor Finish - Garbage Transfer Facility, Mark E. Deardorff
Re: Sign post embedded in concrete footing, Gary Hodgson & Associates
RE: Floor Finish - Garbage Transfer Facility, Stuart, Matthew
RE: Floor Finish - Garbage Transfer Facility, Kestner, James W.
RE: Floor Finish - Garbage Transfer Facility, Chance, Acie
Isolated pole deep (flagpole) questions., Puskas, David
Re: Isolated pole deep (flagpole) questions., Jordan Truesdell, PE
Re: Sign post embedded in concrete footing, Gautam Manandhar
RE: Floor Finish - Garbage Transfer Facility, M. David Finley, P.E., P.A.
Slab Moments in Etabs, Anantha Narayan C.K.
Re: Sign post embedded in concrete footing, Jim Wilson
RE: Sign post embedded in concrete footing, Jason Christensen
RE: Floor Finish - Garbage Transfer Facility, Chance, Acie
RE: Sign post embedded in concrete footing, Jim Wilson
Re: Sign post embedded in concrete footing, Neil Moore
Re: Sign post embedded in concrete footing, Jim Wilson
Geotech info, Padmanabhan Rajendran
FW: Slab Moments in Etabs, Bruce Holcomb
RE: Sign post embedded in concrete footing, Garner, Robert
Re: Sign post embedded in concrete footing, Neil Moore
Re: Sign post embedded in concrete footing, Jordan Truesdell, PE
Re: Slab Moments in Etabs, Gil Brock
RE: Sign post embedded in concrete footing, Neil Moore

Fri Oct 21 00:42:27 GMT 2005

RE: Design of Glass as a Shear Wall, Paul Skidmore

Tue Oct 25 18:16:04 GMT 2005

Contract Requirement in California, Yi Yang
[no subject], Garner, Robert
Re: Regional Structural Engineering, Dennis S. Wish, PE
Concrete at sign pole base, David Smith
Re: Contract Requirement in California, Paul Feather
FW: Contract Requirement in California, Yi Yang
Re:, David Topete
Re: Contract Requirement in California, Jnapd
Re:, Neil Moore
RE:, Ben Yousefi
Seismic Deflection Criteria for "Penthouses", Bill Allen
RE: Contract Requirement in California, Yi Yang
ETABS, Structural Engineer
RE: ETABS, Gerard Madden, SE
RE: Contract Requirement in California, Garner, Robert
RE: Contract Requirement in California, Gary Grinstead
Re:, Christopher Wright
RE:, Jason Emoto
Calling all Bay Area Structural Engineers, Meis, Kevin
Re: Concrete at sign pole base, Scott Maxwell
RE:, Scott Maxwell
RE: ETABS, Bruce Holcomb
RE:, Garner, Robert
Re: ETABS, Ángel Gómez (megared)

Wed Oct 26 00:53:25 GMT 2005

Re: Seismic Deflection Criteria for "Penthouses", Ed Najjarine, SE
Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
RE: Seismic Deflection Criteria for "Penthouses", Bill Allen
Precast Site Walls, Bill Allen
Re: Concrete at sign pole base, David Smith
Re: Concrete at sign pole base, Scott Maxwell
RE: Precast Site Walls, Wesley Werner
Re: Concrete at sign pole base, Neil Moore
RE: Precast Site Walls, Bill Allen
Re: Precast Site Walls, Jake Watson
Welding High Strength Bolts, Kipp Martin
Re: Welding High Strength Bolts, Christopher Wright
RE: Welding High Strength Bolts, Gerard Madden, SE
Re: Contract Requirement in California, Paul Feather
RE: Precast Site Walls, ftang ftang
RE: Contract Requirement in California, Yi Yang
Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
RE: Seismic Deflection Criteria for "Penthouses", Gerard Madden, SE
Importance Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
Re: Welding High Strength Bolts, davisp2
Re: Importance Re: Seismic Deflection Criteria for "Penthouses", bcainse
Re: Importance Re: Seismic Deflection Criteria for "Penthouses", Tripp Howard
Re: Importance Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
Re: Importance Re: Seismic Deflection Criteria for "Penthouses", David Topete
RE: Importance Re: Seismic Deflection Criteria for "Penthouses", Scott, William N.
RE: Seismic Deflection Criteria for "Penthouses", Gerard Madden, SE
Good luck to test takers, David Topete
LIGHT GAUGE/COLD FORMED SECTIONS, Jason Atwood
RE: LIGHT GAUGE/COLD FORMED SECTIONS, Sharon
RE: LIGHT GAUGE/COLD FORMED SECTIONS, Gerard Madden, SE
RE: Seismic Deflection Criteria for "Penthouses", Bill Allen
EX-CITY ENGINEER SUED IN FLOODING, Mike Murphy
Re: Seismic Deflection Criteria for "Penthouses", Javier Encinas
RE: EX-CITY ENGINEER SUED IN FLOODING, Haan, Scott M POA
mortar requirements in masonry piers at manufactured homes, Jim and Peggy Dall
Column- Beam Moment Ratio, refugio rochin

Thu Oct 27 00:46:36 GMT 2005

WIND LOADS ON CANOPIES, John J. Treff
RE: LIGHT GAUGE/COLD FORMED SECTIONS, Jim and Peggy Dall
Re: Concrete at sign pole base, Jim Hannah
RE: EX-CITY "ENGINEER" SUED IN FLOODING, Jeffrey Fertich
Re: mortar requirements in masonry piers at manufactured homes, Jim Wilson
Re: WIND LOADS ON CANOPIES, Mark Francois
Re: EX-CITY ENGINEER SUED IN FLOODING, bcainse
CALL FOR TECHNICAL SESSION (FORMAL) PRESENTATIONS, AWC Info
RE: EX-CITY "ENGINEER" SUED IN FLOODING, sscholl2(--nospam--at)juno.com
RE: mortar requirements in masonry piers at manufactured homes, Haan, Scott M POA
Control Joints in a Mat Foundation, Bill Allen
RE: Control Joints in a Mat Foundation, Gerard Madden, SE
RE: Control Joints in a Mat Foundation, Bill Allen
RE: Control Joints in a Mat Foundation, Gerard Madden, SE
Re: Control Joints in a Mat Foundation, Rhkratzse
Re: Control Joints in a Mat Foundation, Dave Handy
Re: Control Joints in a Mat Foundation, Tarek Mokhtar
Re: Control Joints in a Mat Foundation, Daryl Richardson
RE: Control Joints in a Mat Foundation, mdeardorff

Fri Oct 28 05:42:31 GMT 2005

Re: Control Joints in a Mat Foundation, Daryl Richardson
Re: Control Joints in a Mat Foundation, James Fulton
RE: Control Joints in a Mat Foundation, Harold Sprague
RE: Control Joints in a Mat Foundation, Sherman, William
RE: Contract Requirement in California, M.Zubair Asghar
RE: Control Joints in a Mat Foundation, Bill Allen
canopy wind loads, Andrew Kester, PE
rock veneer support in residential construction, Joe Grill
RE: rock veneer support in residential construction, Dave Adams
Re: Control Joints in a Mat Foundation, Rhkratzse
Terrace Paver Support, Will Haynes

Sat Oct 29 01:33:04 GMT 2005

RE: Terrace Paver Support, Mueller, John
Re: rock veneer support in residential construction, Jordan Truesdell, PE
RE: Terrace Paver Support, Will Haynes

Sun Oct 30 00:13:49 GMT 2005

RE: rock veneer support in residential construction, James Getaz
Beam - Moment Ratio, refugio rochin
Doug Copp, refugio rochin
Re: Doug Copp, BCainse
Re: from Doug Copp, AmerRescue

Mon Oct 31 00:56:02 GMT 2005

PCA Column by pacstrructurepoint / any other alternatives, Szuchuan Chang
Re: PCA Column by pacstrructurepoint / any other alternatives, HBAP
RE: PCA Column by pacstrructurepoint / any other alternatives, mdeardorff
Re: Beam - Moment Ratio, Gary Grinstead
shear studs, S. Gordin
Roof Gathering Area, Gerard Madden, SE
RE: Roof Gathering Area, Ben Yousefi
RE: Roof Gathering Area, David Maynard
Re: Roof Gathering Area, Brian K. Smith
RE: shear studs, Gerard Madden, SE
Re: shear studs, S. Gordin
RE: Roof Gathering Area, Bill Allen
Re: Roof Gathering Area, bcainse
Re: Roof Gathering Area, Rhkratzse
composite beams w/ hydronics, Jason Atwood
Re: Roof Gathering Area, Mlcse
RE: Roof Gathering Area, Bill Allen

Tue Nov 01 06:59:14 GMT 2005

Re: Roof Gathering Area, Robert Kazanjy
Re: Roof Gathering Area, Harold Sprague
Re: Roof Gathering Area, Daryl Richardson
RE: shear studs, akester
RE: shear studs, Mueller, John
RE: shear studs, mdeardorff
Re: shear studs, S. Gordin
Re: shear studs, Mark Gilligan
Re: shear studs, S. Gordin
Re: shear studs, S. Gordin
California contract law, Yi Yang
Re: California contract law, S. Gordin
Re: California contract law, J K Hosseinzadeh
RE: California contract law, Yi Yang
Re: California contract law, Jnapd
Re: California contract law, S. Gordin
Re: California contract law, Jnapd
Re: California contract law, S. Gordin
Re: California contract law, Jnapd
Re: California contract law, S. Gordin
Re: California contract law, Paul Feather
RE: California contract law, Yi Yang
Re: California contract law, S. Gordin
Re: Roof Gathering Area, J K Hosseinzadeh
Special Inspection Form, John Riley
Re: California contract law, Paul Feather
RE: California contract law, Scott Maxwell
Re: California contract law, ASLCSE
Re: California contract law, Paul Feather
Re: California contract law, S. Gordin
RE: California contract law, Sherman, William

Wed Nov 02 00:38:14 GMT 2005

Re: California contract law, bcainse
RE: seaint Digest for 30 Oct 2005, Michael Zhang
Re: seaint Digest for 30 Oct 2005, S. Gordin
Re: California contract law, Scott Maxwell
Re: California contract law, Jnapd
Re: California contract law, Jnapd
Re: California contract law, bcainse
RE: Special Inspection Form, Glen Pappas
RE: Special Inspection Form, Stuart, Matthew
Exam de-briefing, David Topete
CRSI Code (or Manual) of Standard Practice, Candi Anderson
Re: California contract law, Paul Feather
Re: California contract law, S. Gordin
WA & CA SE License Reciprocity (Exam de-briefing), Khashayar (Casey) Hemmatyar
2000 IBC Structural Design Manual, Deardorff, Mark
Re: WA & CA SE License Reciprocity (Exam de-briefing), Scott Maxwell
RE: 2000 IBC Structural Design Manual, Garner, Robert
Re: Exam de-briefing, Scott Maxwell
RE: Exam de-briefing, Michel Blangy
Re: 2000 IBC Structural Design Manual, Paul Feather
RE: 2000 IBC Structural Design Manual, mdeardorff
Re: Exam de-briefing, Jnapd
Hot Sulfur and Concrete (was Re: seaint Digest for 30 Oct 2005), Ray Pixley
Re: Exam de-briefing, David Topete
RE: California contract law, Yi Yang
RE: Exam de-briefing, Scott Maxwell
RE: California contract law, Scott Maxwell

Thu Nov 03 00:27:11 GMT 2005

RE: Exam de-briefing, Auge, Ken
Re: Exam de-briefing, bcainse
Re: Exam de-briefing, Gary Grinstead
Re: seaint Digest for 30 Oct 2005, Daryl Richardson
RE: Special Inspection Form, John Riley
Re: Exam de-briefing, Scott Maxwell
RE: Exam de-briefing, Auge, Ken
RE: Exam de-briefing, Michel Blangy
RE: seaint Digest for 2 Nov 2005 (Re: California contract law), Willcox, Chris
upside down base plate, Tim Rudolph, PE
RE: upside down base plate, Chuck Ritter
Re: upside down base plate, Rhkratzse
Base isolation for homes?, Rhkratzse
RE: upside down base plate, Gerard Madden, SE
Re: upside down base plate, Tim Rudolph, PE
RE: Exam de-briefing, Yi Yang
RE: seaint Digest for 2 Nov 2005, Molly Skinner
RE: upside down base plate, Kestner, James W.
Re: California contract law, ASLCSE
Fixed Ladder Dimensions, M. David Finley, P.E., P.A.
Fixed Ladder Dimensions, John Riley
ICC Seismic Design 3.01, Drew Morris
RE: ICC Seismic Design 3.01, Sherman, William

Fri Nov 04 00:15:11 GMT 2005

RE: ICC Seismic Design 3.01, Eli Grassley
RE: ICC Seismic Design 3.01, Mark E. Deardorff
RE: ICC Seismic Design 3.01, Mark E. Deardorff
Re: ICC Seismic Design 3.01, Drew Morris
Re: Exam de-briefing, Aswin Rangaswamy
Re: Base isolation for homes?, Robert Kazanjy
Re: Base isolation for homes?, Rhkratzse
RE: Fixed Ladder Dimensions, David Phillips
journalist query - factors of safety, John McQuaid
Re: Base isolation for homes?, Jason Atwood
RE: Base isolation for homes?, Haan, Scott M POA
RE: Base isolation for homes?, Bill Allen
RE: journalist query - factors of safety, Gerard Madden, SE
RE: Base isolation for homes?, Haan, Scott M POA
RE: Base isolation for homes?, Roger Davis
Re: journalist query - factors of safety, Paul Feather
California contract law: BORPELS, S. Gordin
Re: California contract law: BORPELS, Paul Feather
Re: California contract law: BORPELS, S. Gordin
NCEES Obtains Copyright Infringement Judgment against Examinee, Stuart, Matthew
Re: Base isolation for homes?, Robert Kazanjy
Modeling Helipad with Springs, Polhemus, Bill
RE: journalist query - factors of safety, Sherman, William
RE: Modeling Helipad with Springs, Mateusz Podskarbi
Re: Modeling Helipad with Springs, Christopher Wright
RE: journalist query - factors of safety, Harris, Brian
re: journalist query - factors of safety, Khashayar (Casey) Hemmatyar
RE: journalist query - factors of safety, Sherman, William
Re: Modeling Helipad with Springs, John Riley
My Talking Stick Experience, Caldwell, Stan

Sat Nov 05 00:09:39 GMT 2005

RE: My Talking Stick Experience, Gerard Madden, SE
RE: journalist query - factors of safety, Khashayar (Casey) Hemmatyar
RE: My Talking Stick Experience, Eli Grassley
Re: Base isolation for homes?, Rhkratzse
Re: My Talking Stick Experience, Scott Maxwell
RE: My Talking Stick Experience, rlhess
Re: California contract law BORPELS, Dennis S. Wish, PE
Re: California contract law BORPELS, Rhkratzse

Sun Nov 06 00:59:36 GMT 2005

Re: California contract law BORPELS, Dennis S. Wish, PE
Re: California contract law BORPELS, Rhkratzse
Re: California contract law BORPELS, Scott Maxwell
Re: California contract law BORPELS, Dennis S. Wish, PE

Mon Nov 07 15:21:14 GMT 2005

Re: NCEES Obtains Copyright Infringement Judgment against Examinee, Jordan Truesdell, PE
reporting an architect, Andrew Kester, PE
RE: reporting an architect, Haan, Scott M POA
RE: reporting an architect, Scott, William N.
Books on bridge design, joraljim
RE: reporting an architect, Barry H. Welliver
RE: reporting an architect, Mark E. Deardorff
Re: California contract law BORPELS, ASLCSE
Re: reporting an architect, James Cohen
RE: reporting an architect, dfisher(--nospam--at)fpse.com
RE: reporting an architect, Kevin Polin
Re: reporting an architect, Lloyd Pack
RE: reporting an architect, Jascopac
Re: reporting an architect, ASLCSE
RE: reporting an architect, Scott, William N.
Re: reporting an architect, Christopher Wright
Re: reporting an architect, ASLCSE
Re: reporting an architect, ASLCSE
Re: reporting an architect-best response, Stanley E Scholl
Re: NCEES Obtains Copyright Infringement Judgment against Examinee, Scott Maxwell
Re: California contract law BORPELS, Dennis S. Wish, PE
RE: reporting an architect, Kevin Polin
Re: reporting an architect - to safeguard LIFE or LIMB, HEALTH, PROTERTY and PUBLIC WELFARE...", Suresh Acharya
Re: reporting an architect, Scott Maxwell
RE: reporting an architect, Scott Maxwell
RE: reporting an architect, dfisher(--nospam--at)fpse.com
Vertical Sleeve in an Exterior Footing, Bill Allen
Re: reporting an architect, ASLCSE
Re: Vertical Sleeve in an Exterior Footing, ASLCSE
Re: Vertical Sleeve in an Exterior Footing, Avicpeng
RE: Vertical Sleeve in an Exterior Footing, Bill Allen
Re: Books on bridge design, j.n.sigalas
RE: Vertical Sleeve in an Exterior Footing, Bill Allen
Re: Modeling Helipad with Springs, Polhemus, Bill
RE: reporting an architect, Haan, Scott M POA
Re: Vertical Sleeve in an Exterior Footing, ASLCSE
Re: Vertical Sleeve in an Exterior Footing, Suresh Acharya
RE: reporting an architect, Kestner, James W.
Re: Modeling Helipad with Springs, Robert Kazanjy
Re: reporting an architect, Robert Kazanjy
Re: NCEES Obtains Copyright Infringement Judgment against Examinee, Robert Kazanjy
Re: reporting an architect, Christopher Wright
RE: reporting an architect, Haan, Scott M POA
RE: reporting an architect, dave lowen

Tue Nov 08 00:30:03 GMT 2005

Re: reporting an architect, ASLCSE
Re: Modeling Helipad with Springs, Mark Johnson
Re: Vertical Sleeve in an Exterior Footing, Mlcse
Re: Modeling Helipad with Springs, Christopher Wright
Re: reporting an architect, G Vishwanath
Jump to conclusions, epsdryair
square foot steel weights, Ken Peoples
RE: reporting an architect - What Happened, Kevin Polin
Steel Base Plate Grout, Michel Blangy
Re: Steel Base Plate Grout, Tom . Hunt
RE: Steel Base Plate Grout, Gerard Madden, SE
Galvanized Steel Iron Cross, M. David Finley, P.E., P.A.
reporting an architect, John Riley
Electronic Version of "NDS 1997 Commentary ", Khashayar (Casey) Hemmatyar
Lateral Load Due to Foot-Traffic, Nels Roselund
RE: Lateral Load Due to Foot-Traffic, Garner, Robert

Wed Nov 09 00:03:11 GMT 2005

Re: Lateral Load Due to Foot-Traffic, Charley Hamilton
Re: Lateral Load Due to Foot-Traffic, Scott Maxwell
Re: Lateral Load Due to Foot-Traffic, Daryl Richardson
Re: Lateral Load Due to Foot-Traffic, Drew Morris
RE: Lateral Load Due to Foot-Traffic, RLHess(--nospam--at)HessEng.com
Re: Lateral Load Due to Foot-Traffic, S. Gordin
RE: Steel Base Plate Grout, Harold Sprague
Continuous Ridge Vents, John L. Smart
Continuous Ridge Vents, John L. Smart
Re: reporting an architect, Polhemus, Bill
RE: Jumping to Conclusions, Polhemus, Bill
Re: Jumping to Conclusions, James Cohen
Re: reporting an architect, ASLCSE
RE: reporting an architect, Gerard Madden, SE
Re: Jumping to Conclusions, ASLCSE
RE: Continuous Ridge Vents, Harold Sprague
RE: Continuous Ridge Vents, Roger Davis
Re: California contract law BORPELS, Dennis S. Wish, PE
RE: reporting an architect, Dennis S. Wish, PE
RE: Continuous Ridge Vents, Eric Ober
Reporting an Arch 2, Andrew Kester, PE
RE: Reporting an Arch 2, Honles, Thomas
Re: Reporting an Arch 2, ASLCSE
Re: reporting an architect, Christopher Wright
RE: reporting an architect, Dennis S. Wish, PE
Re: California contract law BORPELS, ASLCSE
Re: Lateral Load Due to Foot-Traffic, Jim Wilson
Re: Reporting an Arch 2, ASLCSE
RE: Reporting an Arch 2, Honles, Thomas
Re: Continuous Ridge Vents, Robert Kazanjy
Re: Job Vacancy -- in Nigeria, Rhkratzse
RE: Continuous Ridge Vents, Tom Skaggs
RE: Job Vacancy -- in Nigeria, junk01
Re: Job Vacancy -- in Nigeria, David Topete
Re: Job Vacancy -- in Nigeria, Gary Grinstead
Re: Job Vacancy -- in Nigeria, S. Gordin
Plywood shearwall over plywood, Gary Grinstead
Re: Plywood shearwall over plywood, bcainse
BC/Alberta Engineer, Avicpeng
Re: Plywood shearwall over plywood, ASLCSE
Re: Plywood shearwall over plywood, Gary Grinstead
Perforated shear walls - IBC 2305.3.7.2, Jim Wilson
RE: Plywood shearwall over plywood, Tom Skaggs
Re: Plywood shearwall over plywood, chuck utzman
RE: Perforated shear walls - IBC 2305.3.7.2, Gerard Madden, SE
RE: Plywood shearwall over plywood, Gerard Madden, SE
RE: Plywood shearwall over plywood, Tom Skaggs
Re: Plywood shearwall over plywood, ASLCSE

Thu Nov 10 00:07:40 GMT 2005

RE: Perforated shear walls - IBC 2305.3.7.2, Tom Skaggs
RE: Perforated shear walls - IBC 2305.3.7.2, Eli Grassley
RE: Perforated shear walls - IBC 2305.3.7.2, Gerard Madden, SE
Re: Plywood shearwall over plywood, Charley Hamilton
RE: Perforated shear walls - IBC 2305.3.7.2, Jim Wilson
Re: Plywood shearwall over plywood, ASLCSE
Re: Perforated shear walls - IBC 2305.3.7.2, ASLCSE
RE: Plywood shearwall over plywood, RLHess(--nospam--at)HessEng.com
RE: reporting an architect, Jascopac
Re: Perforated shear walls - IBC 2305.3.7.2, chuck utzman
Re: Plywood shearwall over plywood, BCainse
Re: Perforated shear walls - IBC 2305.3.7.2, BCainse
Shear corresponding to the development of the "nominal flexure strength" SEISMIC Manual V1, Szuchuan Chang
Re: Shear corresponding to the development of the "nominal flexure strength" SEISMIC Manual V1, Szuchuan Chang
Re: Perforated shear walls - IBC 2305.3.7.2, Jim Wilson
RE: Jumping to Conclusions, Jake Watson
Subdiaphragm in Concrete Structure, Wontae Kim
Signing & Sealing Drawings, Mark Remmetter
RE: Signing & Sealing Drawings, John Goodman
RE: Perforated shear walls - IBC 2305.3.7.2, Tom Skaggs
RE: Plywood shearwall over plywood, Tom Skaggs
Re: Plywood shearwall over plywood, S. Gordin
RE: Plywood shearwall over plywood, Tom Skaggs
Re: Plywood shearwall over plywood, S. Gordin
RE: seaint Digest for 9 Nov 2005, Oisin Gibson
RE: Plywood shearwall over plywood, Tom Skaggs
Re: Shear corresponding to the development of the "nominal flexure strength" SEISMIC Manual V1, David Topete
RE: seaint Digest for 9 Nov 2005, David Topete
RE: Plywood shearwall over plywood, Gary Grinstead
RE: Plywood shearwall over plywood, Tom Skaggs
Garbage truck incident in Illinois, Dave Adams
RE: Garbage truck incident in Illinois, junk01
RE: Perforated shear walls - IBC 2305.3.7.2, AWC Info
Re: Signing & Sealing Drawings, Scott Maxwell
Re: Perforated shear walls - IBC 2305.3.7.2, chuck utzman
Reinforce a ZEE purlin, Rich Lewis
Re: Signing & Sealing Drawings, bcainse
Repair Tilt-up Panel Spalling, Rich Lewis
Re: Signing & Sealing Drawings, Suresh Acharya
repair to tilt-up panel with corrosion, Robert Freeman
Your Opinion?, John J. Treff
RE: Your Opinion?, Scott, William N.

Fri Nov 11 00:06:48 GMT 2005

Re: Repair Tilt-up Panel Spalling, S. Gordin
RE: Your Opinion?, Bob Immel
Re: Your Opinion?, Joseph Grill
RE: Repair Tilt-up Panel Spalling, Rich Lewis
Re: Signing & Sealing Drawings, Scott Maxwell
Re: Your Opinion?, Scott Maxwell
RE: Your Opinion?, Kevin Polin
Re: Perforated shear walls - IBC 2305.3.7.2, AWC Info
RE: Your Opinion?, David Maynard
Re: Signing & Sealing Drawings, Paul Ransom
RE: Your Opinion?, Scott Maxwell
Re: Reinforce a ZEE purlin, Paul Ransom
RE: Signing & Sealing Drawings, Kestner, James W.
singing and sealing / insurance, Andrew Kester, PE
Re: Signing & Sealing Drawings, Daryl Richardson
RE: singing and sealing / insurance, Kestner, James W.
RE: Your Opinion?, Wesley Werner
RE: Your Opinion?, Joe Grill
RE: Reinforce a ZEE purlin, Rich Lewis
RE: Reinforce a ZEE purlin, Rich Lewis
RE: Your Opinion?, Mark D. Baker
Re: Your Opinion ?, refugio rochin
RE: Your Opinion?, David Maynard
Steel stud shear walls, Mark E. Deardorff
RE: Steel stud shear walls, Gerard Madden, SE
Re: singing and sealing / insurance, Jordan Truesdell, PE
Re: Steel stud shear walls, Robert Kazanjy
Re: Steel stud shear walls, Jordan Truesdell, PE
Re: Garbage truck incident in Illinois, Robert Kazanjy
Re: Signing & Sealing Drawings, BCainse
Re: Signing & Sealing Drawings, Daryl Richardson

Sat Nov 12 15:54:15 GMT 2005

Re: Reinforce a ZEE purlin, Paul Ransom
Re: Reinforce a ZEE purlin, Paul Ransom
Interesting Bridge, ECVAl3

Mon Nov 14 04:25:59 GMT 2005

Chart Excel For Engineering Usage, Szuchuan Chang
Re: Chart Excel For Engineering Usage, Mark Johnson
Re: Chart Excel For Engineering Usage, Christopher Wright
Light truck against concrete barrier, ASC
Bill of materials software, Andy Richardson
Re: Light truck against concrete barrier, Kang, sung-hoon

Tue Nov 15 00:10:35 GMT 2005

AWS 7.2.7, Eli Grassley
RE: Chart Excel For Engineering Usage, Gunnar H. Isleifsson
Columbarium Design, Dennis S. Wish, PE
Re: Chart Excel For Engineering Usage, Szuchuan Chang
Moment frames / wood construction, Jim Wilson
Wood moment connection, Robert Freeman
Re: Moment frames / wood construction, ASLCSE
Re: Moment frames / wood construction, Avicpeng
Re: Moment frames / wood construction, Jim Wilson
Re: Moment frames / wood construction, S. Gordin
Live Load Reduction, IRC 2003, Brad Byrom
Re: Moment frames / wood construction, AWC Info
CA Seismic Principles and Engineering Surveying Exam, Eric Tompos
Re: Bill of materials software, Avicpeng
Re: Live Load Reduction, IRC 2003, Jordan Truesdell, PE
Re: CA Seismic Principles and Engineering Surveying Exam, Aswin Rangaswamy
Re: Columbarium Design, Jnapd
Re: Columbarium Design, James Cohen
Re: Bill of materials software, Ahmed AR.
Re: Moment frames / wood construction, ASLCSE
Re: Moment frames / wood construction, S. Gordin
interior applied product to stop ground water from wicking thru existing basement walls?, Haan, Scott M POA
Re: interior applied product to stop ground water from wicking thru existing basement walls?, chuck utzman
RE: interior applied product to stop ground water from wicking thru existing basement walls?, David Maynard
Re: Light truck against concrete barrier, aux97
Re: Bill of materials software, Ahmed7100
RE: interior applied product to stop ground water from wicking thru existing basement walls?, Haan, Scott M POA
Re: interior applied product to stop ground water from wicking thru existing basement walls?, Daryl Richardson
RE: interior applied product to stop ground water from wicking thru existing basement walls?, Mueller, John
RE: interior applied product to stop ground water from wicking thru existing basement walls?, Haan, Scott M POA
Re: interior applied product to stop ground water from wicking thru existing basement walls?, chuck utzman
Re: Moment frames / wood construction, Scott Maxwell
Re: interior applied product to stop ground water from wicking thru existing basement walls?, chuck utzman
Re: Moment frames / wood construction, Jordan Truesdell, PE
Re: CA Seismic Principles and Engineering Surveying Exam, Scott Maxwell
Re: Moment frames / wood construction, Avicpeng
Re: Moment frames / wood construction, Scott Maxwell

Wed Nov 16 00:46:23 GMT 2005

Re: Moment frames / wood construction, Rhkratzse
cieling finish hung of k-joist bottom chords require additional bracing?, Haan, Scott M POA
Re: Moment frames / wood construction, Paul Feather
Re: Moment frames / wood construction, Rhkratzse
Re: Moment frames / wood construction, Christopher Wright
Re: Moment frames / wood construction, Scott Maxwell
Re: Moment frames / wood construction, Jnapd
Re: Bill of materials software, Robert Kazanjy
Re: Bill of materials software, Robert Kazanjy
Possible Louisiana Code Provision, Jim Getaz
RE: Light truck against concrete barrier, Wong, Waider
ibc adoption, PFFEI
Re: ibc adoption, Scott Maxwell
RE: ibc adoption, Ben Yousefi
Re: Moment frames / wood construction, Rhkratzse
Re: Moment frames / wood construction, Chuck Ritter
RE: Possible Louisiana Code Provision, Scott, William N.
RE: ibc adoption, Haan, Scott M POA
RE: ibc adoption, Sherman, William
RE: ibc adoption, Haan, Scott M POA
half height steel nuts, Eli Grassley
interior applied product to stop ground water from wicking thru, Michael Hemstad
RE: ibc adoption, Scott Maxwell
RE: ibc adoption, Scott Maxwell
Re: Moment frames / wood construction, Scott Maxwell

Thu Nov 17 00:03:17 GMT 2005

Re: Moment frames / wood construction, S. Gordin
RE: ibc adoption, Scott Maxwell
Re: Moment frames / wood construction, Scott Maxwell
RE: half height steel nuts, Nels Roselund
hard ceiling direct hung off steel joist bottom chords, Haan, Scott M POA
Re: Possible Louisiana Code Provision, Rhkratzse
basement sealant (Scott Haan), S. Gordin
Long Runs of Tilt-up Panels, Avicpeng
RE: Long Runs of Tilt-up Panels, Jake Watson
RE: hard ceiling direct hung off steel joist bottom chords, Jake Watson
Re: 3rd ANNUAL SEAOI MIDWEST BRIDGE SYMPOSIUM, Rbengrguy
Re: Long Runs of Tilt-up Panels, Jim Getaz
Re: Moment frames / wood construction, bcainse
Concrete or Masonry Infill, Hood, Matthew O.
RE: Concrete or Masonry Infill, Haan, Scott M POA
Tilt-up & At-a-Distance task monitoring, Avicpeng
Seismic Detailing of Column Lap Splices, Daniel Popp
RE: half height steel nuts, Eli Grassley
RE: half height steel nuts, Chance, Acie
Re: Tilt-up & At-a-Distance task monitoring, Dave Handy
Re: half height steel nuts, S. Gordin
RE: Tilt-up & At-a-Distance task monitoring, Khashayar (Casey) Hemmatyar
RE: half height steel nuts, Eli Grassley
Re: half height steel nuts, Christopher Wright
Re: half height steel nuts, chuck utzman
Re: Tilt-up & At-a-Distance task monitoring, chuck utzman
Re: basement sealant (Scott Haan), SIMON BATCHELOR
RE: Concrete or Masonry Infill, Nels Roselund

Fri Nov 18 02:21:20 GMT 2005

RE: Concrete or Masonry Infill, Hood, Matthew O.
Re: basement sealant (Scott Haan), chuck utzman
RE: Concrete or Masonry Infill, Nels Roselund
RE: Concrete or Masonry Infill, Hood, Matthew O.
Registered Interior Designers, Stanley E Scholl
RE: Tilt-up & At-a-Distance task monitoring, Scott Maxwell
Re: Tilt-up & At-a-Distance task monitoring, Scott Maxwell
RE: Concrete or Masonry Infill, Harold Sprague
RE: Concrete or Masonry Infill, Harold Sprague
RE: half height steel nuts, Harold Sprague
RE: half height steel nuts, Harold Sprague
RE: half height steel nuts, Harold Sprague
RE: half height steel nuts, Harold Sprague
RE: ibc adoption, Harold Sprague
Re: half height steel nuts, S. Gordin
RE: Long Runs of Tilt-up Panels, Harold Sprague
RE: Possible Louisiana Code Provision, Harold Sprague
RE: Possible Louisiana Code Provision, Harold Sprague
Re: basement sealant (Scott Haan) and further questions, Dave Handy
Re: basement sealant (Scott Haan) and further questions, S. Gordin
RE: ibc adoption, Scott Maxwell
RE: Registered Interior Designers, Steve Widmayer
Supporting Brick Above Low Roof, Rich Lewis
RE: Supporting Brick Above Low Roof, Stuart, Matthew
Re: Supporting Brick Above Low Roof, Jordan Truesdell, PE
RE: Supporting Brick Above Low Roof, Haan, Scott M POA
RE: Supporting Brick Above Low Roof, Joe Grill
RE: ibc adoption, Harold Sprague
Re: At-a-Distance task monitoring, Avicpeng

Sat Nov 19 01:32:23 GMT 2005

Re: At-a-Distance task monitoring, Scott Maxwell

Mon Nov 21 14:50:33 GMT 2005

ACI 302.1R-96 VS. 302.1R-04, Alden Manipula
RE: Supporting Brick Above Low Roof, Will Haynes
RE: Supporting Brick Above Low Roof, Rich Lewis
Staggered Truss - Seismic, Gerard Madden, SE
Staggered Truss - Seismic, Gerard Madden, SE
Piping Designers, Meis, Kevin
Staggered Truss - Seismi, Khashayar (Casey) Hemmatyar

Tue Nov 22 16:58:11 GMT 2005

RE: Staggered Truss - Seismic, Harold Sprague
RE: Staggered Truss - Seismic, Harold Sprague
Composite Girders, John L. Smart
RE: Staggered Truss - Seismic, John C. Jones
RE: Staggered Truss - Seismic, Gerard Madden, SE
RE: Composite Girders, David Adie
RE: Composite Girders, Kestner, James W.
RE: Staggered Truss - Seismic, Scott Maxwell

Wed Nov 23 21:20:42 GMT 2005

Seismic Design of Pedestrian Bridges, Candi Anderson
RE: Seismic Design of Pedestrian Bridges, Thomas Long
RE: Seismic Design of Pedestrian Bridges, Casey K. Hemmatyar

Sat Nov 26 01:17:49 GMT 2005

Bam-Iran Renewal Seminar on Dec 1, 3:30-5:00 Berkeley Campus, ASTANEH-ASL, Abolhassan, Professor, UC-Berkeley
BYRON K CHILDS/Sargentlundy is out of the office., BYRON . K . CHILDS
Re: BYRON K CHILDS/Sargentlundy is out of the office., John Riley

Sun Nov 27 17:26:19 GMT 2005

Minimum Steel Beam Bearing, Mark Puccio

Mon Nov 28 14:00:35 GMT 2005

Re: Minimum Steel Beam Bearing, Jim Getaz
RE: Bam-Iran Renewal Seminar on Dec 1, 3:30-5:00 Berkeley Campus, Polhemus, Bill
Solid elements, Bhavin Shah
UBC 1632.2 Shallow Anchors Question, Bill Allen
RE: UBC 1632.2 Shallow Anchors Question, Gerard Madden, SE
RE: UBC 1632.2 Shallow Anchors Question, ftang ftang
Re: Solid elements, Daryl Richardson
sj joists? - rusting of top chords, Dave Handy
RE: UBC 1632.2 Shallow Anchors Question, Bill Allen

Tue Nov 29 01:03:42 GMT 2005

RE: UBC 1632.2 Shallow Anchors Question, ftang ftang
RE: Bam-Iran Renewal Seminar on Dec 1, 3:30-5:00 Berkeley Campus, Kevin Polin
Re: Solid elements, Christopher Wright
SLAB-PILE INTERACTION, ASC
Re: sj joists? - rusting of top chords, Gary Hodgson & Associates
Re: Minimum Steel Beam Bearing, Brad Byrom
Combined footing, Amir Gomma
Re: sj joists? - rusting of top chords, pjspe
STAAD Question, refugio rochin
Re: sj joists? - rusting of top chords, Dave Handy
Re: SLAB-PILE INTERACTION, Daryl Richardson
RE: UBC 1632.2 Shallow Anchors Question, Gerard Madden, SE
Demo Gehry buildings, Stanley E Scholl
Re: STAAD Question, Padmanabhan Rajendran
RE: sj joists? - rusting of top chords, Harold Sprague
Re: sj joists? - rusting of top chords, pjspe
Re: SLAB-PILE INTERACTION, Bhavin Shah
Re: Combined footing, bcainse
RE: UBC 1632.2 Shallow Anchors Question, S. Gordin
RE: UBC 1632.2 Shallow Anchors Question, Haan, Scott M POA
Re: Combined footing, Christopher Wright
Re: SLAB-PILE INTERACTION, Christopher Wright
Re: STAAD Question, refugio rochin
Re: Combined footing, bcainse
Conc. Tilt-up w/ crane loads, Jason Christensen
Re: Solid elements, Himat Solanki
Re: Conc. Tilt-up w/ crane loads, refugio rochin
RE: Conc. Tilt-up w/ crane loads, Harold Sprague
RE: Conc. Tilt-up w/ crane loads, Garner, Robert
Re: Conc. Tilt-up w/ crane loads, Daryl Richardson
Re: SLAB-PILE INTERACTION, S. Gordin
RE: Conc. Tilt-up w/ crane loads, Jason Christensen
IBC2000 Seismic System Height Limits, Will Haynes

Wed Nov 30 01:45:25 GMT 2005

Re: STAAD Question, Jim Hannah
Re: Conc. Tilt-up w/ crane loads, Jim Hannah
Re: Conc. Tilt-up w/ crane loads [Zabasearch], Rhkratzse
Re: Demo Gehry buildings, Rhkratzse
Re: Minimum Steel Beam Bearing, Rhkratzse
Re: Demo Gehry buildings, Robert Kazanjy
Re: Demo Gehry buildings, Rhkratzse
RE: IBC2000 Seismic System Height Limits, Mark Gilligan
RE: IBC2000 Seismic System Height Limits, Will Haynes
RE: Conc. Tilt-up w/ crane loads, Mark Remmetter
Re: Conc. Tilt-up w/ crane loads [Zabasearch], refugio rochin
RE: Minimum Steel Beam Bearing, Mark Puccio
Re: STAAD Question, refugio rochin
Professional Engineer Job Opportunity in Allegan, MI, Amy Berg
RE: Conc. Tilt-up w/ crane loads, Jason Christensen
UBC 1633.2.6, Mark D. Baker
Re: Conc. Tilt-up w/ crane loads, Christopher Wright
Re: UBC 1633.2.6, David Topete
ASCE Table 1-1 Classification of Buidlings, Burke Maureen J Ctr AEDC/ATA
RE: ASCE Table 1-1 Classification of Buidlings, David Maynard
RE: ASCE Table 1-1 Classification of Buidlings, Foy, Warren
gypsum board on hat channel horizontal diaphragm to brace partitions, Haan, Scott M POA
RE: Conc. Tilt-up w/ crane loads, Jason Christensen
RE: ASCE Table 1-1 Classification of Buidlings, Casey K. Hemmatyar
Gyp. Board ceiling diaphragm, Robert Freeman
Re: Minimum Steel Beam Bearing, David Merrick
Construction cost in Mexico DF, wsp(--nospam--at)wanadoo.es
RE: Minimum Steel Beam Bearing, Haan, Scott M POA
RE: ASCE Table 1-1 Classification of Buidlings, Harold Sprague
Seismic Design, Candi Anderson
RE: Seismic Design, Sharon
California: National SE II exam administered twice a year, Casey K Hemmatyar
Re: ASCE Table 1-1 Classification of Buidlings, bcainse
RE: Seismic Design, David Topete
RE: Seismic Design, Mark E. Deardorff
RE: Seismic Design, David Topete

Thu Dec 01 07:56:40 GMT 2005

Follow Up on Vertical Component of EQ in UBC97 and IBC2000, refugio rochin
RE: Conc. Tilt-up w/ crane loads, Gary Hodgson & Associates
crack monitor, Alden Manipula
Professional Development Hours from SEAINT Forum ?, refugio rochin
RE: crack monitor, Bruce Holcomb
RE: Professional Development Hours from SEAINT Forum ?, Caldwell, Stan
RE: Professional Development Hours from SEAINT Forum ?, Stuart, Matthew
Re: Professional Development Hours from SEAINT Forum ?, Daryl Richardson
Re: crack monitor, James Cohen
Re: Professional Development Hours from SEAINT Forum ?, Christopher Wright
Re: crack monitor, AmerRescue
Re: Professional Development Hours from SEAINT Forum ?, refugio rochin
Thermally Cut Bolt Holes, Kestner, James W.
Re: Professional Development Hours from SEAINT Forum ?, Christopher Wright
RE: crack monitor, Nels Roselund
Re: crack monitor, James Cohen
Re: SLAB-PILE INTERACTION, Daryl Richardson
RE: Seismic Design of Pedestrian Bridges, Huffman, Sharlie TRAN:EX
RE: crack monitor, Huffman, Sharlie TRAN:EX
Re: Thermally Cut Bolt Holes, Robert Kazanjy
Re: crack monitor, Arturo Martinez
RE: Thermally Cut Bolt Holes, Kestner, James W.
big box $/sf, Walter DeVore
RE: Thermally Cut Bolt Holes, Bruce Holcomb
RE: crack monitor, Alden Manipula
Re: crack monitor, James Cohen
Re: crack monitor, Daryl Richardson
Re: Thermally Cut Bolt Holes, Christopher Wright
Re: crack monitor, James Cohen
RE: Thermally Cut Bolt Holes, Kestner, James W.
Re: wrong crack monitor, AmerRescue
Re: wrong crack monitor, James Cohen
RE: wrong crack monitor, Chance, Acie
Re: crack monitor entertainment, gskwy
RE: crack monitor entertainment, Mike Jones
RE: crack monitor entertainment, David Fisher
Re: crack monitor entertainment, S. Gordin
RE: crack monitor entertainment, Scott, William N.
Re: crack monitor entertainment, S. Gordin
Re: crack monitor entertainment, S. Gordin
Re: crack monitor entertainment, S. Gordin
RE: crack monitor entertainment, Scott, William N.
Re: crack monitor entertainment, Gary Grinstead
Foundation Soil Characteristics by Surface Wave Sounding, Nels Roselund
RE: crack monitor entertainment, Garner, Robert
Re: Foundation Soil Characteristics by Surface Wave Sounding, gskwy
Re: Thermally Cut Bolt Holes, Christopher Wright

Fri Dec 02 00:01:52 GMT 2005

Re: crack monitor entertainment, Gary Grinstead
Re: crack monitor entertainment, Gary Grinstead
Re: wrong crack monitor, AmerRescue
Re: wrong crack monitor, AmerRescue
Re: crack monitor entertainment, Jnapd
Re: crack monitor entertainment, AmerRescue
Re: crack monitor entertainment, AmerRescue
Re: crack monitor entertainment, AmerRescue
Re: crack monitor entertainment, gskwy
Re: crack monitor entertainment sent to attorney, AmerRescue
Re: wrong crack monitor, bcainse
Re: crack monitor entertainment, AmerRescue
Re: wrong crack monitor, AmerRescue
steel beam and column connection, Clint B. Albunian
Re: crack monitor entertainment, gskwy
Re: crack monitor entertainment sheldon karasik, AmerRescue
Re: crack monitor entertainment sheldon karasik, gskwy
Re: crack monitor entertainment sheldon karasik, AmerRescue
Re: crack monitor entertainment sheldon karasik, Avicpeng
Re: crack monitor entertainment sheldon karasik, S. Gordin
Re: crack monitor entertainment, Gary Hodgson & Associates
RE: crack monitor entertainment sheldon karasik, dave lowen
Re: crack monitor entertainment sheldon karasik, Padmanabhan Rajendran
Re: steel beam and column connection, refugio rochin
Re: crack monitor entertainment, James Cohen
RE: steel beam and column connection, Kestner, James W.
Re: crack monitor entertainment, Harold Sprague
Re: crack monitor entertainment sheldon karasik, Avicpeng
Fw: crack monitor entertainment, James Cohen
RE: Follow Up on Vertical Component of EQ in UBC97 and IBC2000, Harold Sprague
Re: Follow Up on Vertical Component of EQ in UBC97 and IBC2000, Christopher Wright
FW: Perlite or Other The Lightweight Concrete Insulation..., Yang, Frank
Re: Fw: crack monitor entertainment, AmerRescue
Re: crack monitor entertainment, AmerRescue
interesting article in today's LA Times, Ben Yousefi
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Harold Sprague
RE: Thermally Cut Bolt Holes, Harold Sprague
RE: crack monitor entertainment, Chance, Acie
Re: crack monitor entertainment, James Cohen
Re: Doug Copp, GSKWY
RE: crack monitor, Harold Sprague
Re: Fw: crack monitor entertainment, Harold Sprague
RE: Doug Copp, Candi Anderson
RE: Doug Copp, Stuart, Matthew
Fwd: Doug Copp, GSKWY
Re: crack monitor entertainment, S. Gordin
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Yang, Frank
Re: Thermally Cut Bolt Holes, Christopher Wright
Re: Fw: crack monitor entertainment, David Topete
Re: crack monitor, David Merrick
doug copp, Garner, Robert
Re: Doug Copp, bcainse
RE: Doug Copp, dave lowen
Re: interesting article in today's LA Times, Suresh Acharya
Re: crack monitor entertainment sheldon karasik, Padmanabhan Rajendran
Re: ASCE Table 1-1 Classification of Buidlings, Harold Sprague
RE: crack monitor, Mike Jones
Re: Doug Copp, Paul Feather
Re: Doug Copp, bcainse
Re: Doug Copp, Avicpeng
Re: interesting article in today's LA Times, Avicpeng
Re: Doug Copp, David Topete
Doug Copp - Sheldon Karasik info, Jim Wilson
RE: Doug Copp, David Fisher
Shared footings, Candi Anderson
Re: Thermally Cut Bolt Holes, Harold Sprague
WARNING - OFF TOPIC...QUESTIONABLE LANGUAGE!!!!!!!!!!!, David Fisher
Re: Doug Copp, David Topete
Re: Foundation Soil Characteristics by Surface Wave Sounding, Daryl Richardson
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Harold Sprague
Re: Fw: crack monitor entertainment, Padmanabhan Rajendran
Re: Doug Copp - Sheldon Karasik info, S. Gordin
RE: Fw: crack monitor entertainment, Thomas Long
RE: Shared footings, Garner, Robert
Corrosion in reinforcing steel in slabs, Javier Encinas
Re: WARNING - OFF TOPIC...QUESTIONABLE LANGUAGE!!!!!!!!!!!, David Topete
Re: Foundation Soil Characteristics by Surface Wave Sounding, bcainse
RE: Corrosion in reinforcing steel in slabs, Garner, Robert
Re: Thermally Cut Bolt Holes, Christopher Wright
RE: Corrosion in reinforcing steel in slabs, Kestner, James W.
Re: Shared footings, Candi Anderson
Shared Footings, Garner, Robert

Sat Dec 03 00:04:15 GMT 2005

RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Yang, Frank
Corrosion in reinbar in slabs, Robert Freeman
Re: Shared Footings, Candi Anderson
Re: Fwd: Doug Copp - Mr. Karasik's client, Neil Moore
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Scott Maxwell
RE: Doug Copp, Dan Morrow
RE: Fwd: Doug Copp - Mr. Karasik's client, Scott, William N.
Re: crack monitor entertainment, gskwy
RE: Fwd: Doug Copp - Mr. Karasik's client, dave lowen
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Yang, Frank
Re: Corrosion in reinforcing steel in slabs, Raymond Shreenan
RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Scott Maxwell
MODERATOR WARNING: Please Stop Doug Copp thread, Seaint Administrator
RE: MODERATOR WARNING: Please Stop Doug Copp thread, Stuart, Matthew
Re: Doug Copp - Mr. Karasik's client, AmerRescue
Re: Re: crack monitor entertainment, Paul Ransom
Re: crack monitor entertainment sheldon karasik, Paul Ransom
Response Re: Fw: crack monitor entertainment, AmerRescue
RE: Fwd: Doug Copp - Mr. Karasik's client, Gary Hodgson & Associates

Sun Dec 04 01:26:27 GMT 2005

RE: FW: Perlite or Other The Lightweight Concrete Insulation..., Harold Sprague
Re: Shared footings, Daryl Richardson
Re: seaint Digest for 3 Dec 2005 (out of the office), Tom Morrissey
Re: MODERATOR WARNING: Please Stop Doug Copp thread, David Smith

Mon Dec 05 04:23:53 GMT 2005

Re: Corrosion in reinforcing steel in slabs, Neil Moore
Steel beam and column connection, Clint B. Albunian
RE: Corrosion in reinforcing steel in slabs, Harold Sprague
RE: Corrosion in reinforcing steel in slabs, Stuart, Matthew
RE: Corrosion in reinforcing steel in slabs, Harold Sprague
RE: Corrosion in reinforcing steel in slabs, pjspe
Sheldon Leonard?, Polhemus, Bill
RE: Corrosion in reinforcing steel in slabs, Sherman, William
RE: interesting article in today's LA Times, Sherman, William
Re: Corrosion in reinforcing steel in slabs, GSKWY
RE: Corrosion in reinforcing steel in slabs, Stuart, Matthew
Re: Corrosion in reinforcing steel in slabs, GSKWY
Architect cheating on structural calculations - where's the building department when you need it., Haan, Scott M POA
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: Architect cheating on structural calculations - where's the building depa..., Suresh Acharya
Wood Roof Truss Issues, Mark McCormick
Re: Wood Roof Truss Issues, Rhkratzse
redwood gazebo, Mark Pemberton
Re: Wood Roof Truss Issues, Tarek Mokhtar
RE: Wood Roof Truss Issues, Harold Sprague
Re: redwood gazebo, Rhkratzse
RE: redwood gazebo, Chance, Acie
Re: redwood gazebo, SIMON BATCHELOR
Re: Wood Roof Truss Issues, pjspe
Re: redwood gazebo, Mark Johnson
questions about ASTM E1300-04, Mueller, John
Re: questions about ASTM E1300-04, David Topete
RE: questions about ASTM E1300-04, Christopher
Occupancy Load for a Running Track, Rich Lewis
Re: Occupancy Load for a Running Track, John Riley
RE: Wood Roof Truss Issues, Freeman Tang
Re: Occupancy Load for a Running Track, Drew Morris

Tue Dec 06 00:24:23 GMT 2005

Re: Wood Roof Truss Issues, Jnapd
Re: Wood Roof Truss Issues, Stanley E Scholl
Re: Shared footings, K N SHETH
Re: Wood Roof Truss Issues, Gary Hodgson & Associates
RE: interesting article in today's LA Times, Gary Hodgson & Associates
RE: Wood Roof Truss Issues, Bill Allen
RE: interesting article in today's LA Times, Stuart, Matthew
redwood gazebo, AWC Info
RE: redwood gazebo, Harold Sprague
Re: interesting article in today's LA Times, Christopher Wright
Re: Wood Roof Truss Issues, Daryl Richardson
RAM Perform 3D software, Adolfo Galvez
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: redwood gazebo, ASQENGG2
Re: redwood gazebo, Rhkratzse
Re: redwood gazebo, chuck utzman
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
Wood Roof Truss Issues, Michael Hemstad
Re: Wood Roof Truss Issues, Jnapd
Concrete floor on wood trusses, David Smith
Re: Wood Roof Truss Issues, Rhkratzse
Re: Concrete floor on wood trusses, S. Gordin
Short tendon in Post-tensioning, Anantha Narayan C.K.

Wed Dec 07 00:12:43 GMT 2005

Re: Short tendon in Post-tensioning, Gil Brock
RE: Concrete floor on wood trusses, Kestner, James W.
Re: Wood Roof Truss Issues _ DRAG TRUSSES, Suresh Acharya
Re: Wood Roof Truss Issues, S. Gordin
RE: Concrete floor on wood trusses, Eli Grassley
Re: Concrete floor on wood trusses, bcainse
RE: Architect cheating on structural calculations - where's the building depa..., Haan, Scott M POA
Re: Architect cheating on structural calculations - where's the building depa..., Paul Feather
RE: Concrete floor on wood trusses, David Topete
Re: Concrete floor on wood trusses, Paul Feather
Re: Concrete floor on wood trusses, S. Gordin
Re: Wood Roof Truss Issues, Rhkratzse
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: Concrete floor on wood trusses, Rhkratzse
Subject: Re: redwood gazebo, Tim Rudolph, PE
Bamboo Reinforcement (was Re: Concrete floor on wood trusses), bcainse
Re: Concrete floor on wood trusses, Robert Kazanjy
RE: Architect cheating on structural calculations - where's the building depa..., dave lowen
Re: Architect cheating on structural calculations - where's the......, Mauricio Salazar
Re: Architect cheating on structural calculations - where's the......, Mauricio Salazar
RE: Wood Roof Truss Issues, Christopher
Re: Wood Roof Truss Issues, John Riley
Re: Concrete floor on wood trusses, David Smith
Re: Concrete floor on wood trusses, David Smith
Re: Wood Roof Truss Issues, Jordan Truesdell, PE
Re: Concrete floor on wood trusses, David Topete
Re: Bamboo Reinforcement (was Re: Concrete floor on wood trusses), Rhkratzse
RE: Concrete floor on wood trusses, Eli Grassley
RE: Concrete floor on wood trusses, Eli Grassley
Re: Architect cheating on structural calculations - where's the building depa..., Paul Feather
Wood Roof Truss Issues, Christopher
RE: Concrete floor on wood trusses, David Topete
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Nitronic 33 rebar, Garner, Robert
Re: Architect cheating on structural calculations - where's the building depa..., Christopher Wright
RE: Need some info on seismic design requirement for IBC 2003, Jason Christensen
Re: Bamboo Reinforcement (was Re: Concrete floor on wood trusses), bcainse
RE: Need some info on seismic design requirement for IBC 2003, Casey K. Hemmatyar
RE: FW: Perlite or Other The Lightweight Concrete Insulation - Cryogenic Rebar, Harold Sprague
RE: Need some info on seismic design requirement for IBC 2003, Eli Grassley
Need some info on seismic design requirement for IBC 2003, Gautam Manandhar
2005 AISC Seismic Provisions, Harold Sprague
RE: FW: Perlite or Other The Lightweight Concrete Insulation - Cryogenic Rebar, Yang, Frank
RE: Need some info on seismic design requirement for IBC 2003, Neil Moore
RE: Nitronic 33 rebar, Yang, Frank
Re: Architect cheating on structural calculations - where's the building depa..., Daryl Richardson
RE: Need some info on seismic design requirement for IBC 2003, Gautam Manandhar
RE: Need some info on seismic design requirement for IBC 2003, Scott Maxwell

Thu Dec 08 01:03:44 GMT 2005

RE: Wood Roof Truss Issues, Kevin Below
Re: Short tendon in Post-tensioning, gil
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
RE: Architect cheating on structural calculations - where's the building depa..., Sherman, William
RE: Architect cheating on structural calculations - where's the building depa..., Sherman, William
Re: Nitronic 33 rebar, Robert Kazanjy
Re: Architect cheating on structural calculations - where's the building depa..., Christopher Wright
RE: Nitronic 33 Rebar, Meyer, Jonathan
Re: Architect cheating on structural calculations - where's the building depa..., Gary Hodgson & Associates
RE: Wood Roof Truss Issues, Foy, Warren
RE: Need some info on seismic design requirement for IBC 2003, Foy, Warren
Re: Architect cheating on structural calculations - where's the building depa..., Ray Pixley
Re: Architect cheating on structural calculations - where's the building depa..., Gary Hodgson & Associates
RE: Architect cheating on structural calculations - where's the building depa..., dave lowen
RE: Architect cheating on structural calculations - where's the building depa..., Kestner, James W.
RE: Architect cheating on structural calculations - where's the building depa..., Stuart, Matthew
RE: Need some info on seismic design requirement for IBC 2003, Neil Moore
RE: Need some info on seismic design requirement for IBC 2003, Candi Anderson
Florida Dock Design, Bernard, Scott C.
Re: Architect cheating on structural calculations - where's the building depa..., Paul Feather
Column/Shear Wall Sizing - Flat Slab Construction - General Rules, refugio rochin
RE: Florida Dock Design, Andy Heigley
Re: Architect cheating on structural calculations - where's the building depa..., Christopher Wright
RE: 2005 AISC Seismic Provisions, Yi Yang
RE: Architect cheating on structural calculations - where's the building depa..., Haan, Scott M POA
RE: Architect cheating on structural calculations - where's the building depa..., Haan, Scott M POA
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: Architect cheating on structural calculations - where's the building depa..., Ray Pixley
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
And you think you have plan check problems..., Gerard Madden, SE
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: And you think you have plan check problems..., Paul Feather
RE: And you think you have plan check problems..., Haan, Scott M POA
Re: And you think you have plan check problems..., Gary Grinstead
RE: And you think you have plan check problems..., Haan, Scott M POA
Re: Architect cheating on structural calculations - where's the building depa..., S. Gordin
Re: Need some info on seismic design requirement for IBC 2003, Jordan Truesdell, PE
Re: And you think you have plan check problems..., S. Gordin
RE: Need some info on seismic design requirement for IBC 2003, Mike Jones
Re: And you think you have plan check problems..., Jordan Truesdell, PE
Structural Engineering Institute (SEI) Sustainability Committee, Mark D. Webster
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Way Off Topic: Holiday Humor, Caldwell, Stan
AISI Cold Formed Steel Design, David Maynard
RE: AISI Cold Formed Steel Design, Gerard Madden, SE
RE: AISI Cold Formed Steel Design, David Maynard
RE: AISI Cold Formed Steel Design, Mike Jones
RE: AISI Cold Formed Steel Design, Gerard Madden, SE
Engineer Humor, Meis, Kevin
RE: AISI Cold Formed Steel Design, Kestner, James W.
RE: Engineer Humor, Gerard Madden, SE
RE: And you think you have plan check problems..., Ben Yousefi
Vent holes in BCI blocking, Drew Morris
RE: AISI Cold Formed Steel Design, David Maynard
RE: AISI Cold Formed Steel Design, Gerard Madden, SE
RE: Way Off Topic: Holiday Humor, Gerard Madden, SE

Fri Dec 09 00:17:50 GMT 2005

RE: Florida Dock Design, M. David Finley, P.E., P.A.
RE: Architect cheating on structural calculations - where's the building depa..., jkestner
RE: And you think you have plan check problems..., Gerard Madden, SE
RE: Architect cheating on structural calculations - where's the building depa..., Scott . M . Haan
RE: Architect cheating on structural calculations - where's the building depa..., mstuart
Re: Architect cheating on structural calculations - where's the building depa..., ghodgson
RE: Architect cheating on structural calculations - where's the building depa..., jatech
Re: Architect cheating on structural calculations - where's the building depa..., pfeather
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
RE: Vent holes in BCI blocking, Eli Grassley
RE: Vent holes in BCI blocking, Nels Roselund
Re: Vent holes in BCI blocking, S. Gordin
Re: Vent holes in BCI blocking, Jim Hannah
Linear variation of Soil modulus, Mr sadanand ojha
Re: Vent holes in BCI blocking, Brian K. Smith, P.E.
RE: Vent holes in BCI blocking, Mike Jones
Re: AISI Cold Formed Steel Design, JIMB66
Re: Florida Dock Design, JIMB66
RE: Vent holes in BCI blocking, Joe Grill
RE: Way Off Topic: Holiday Humor, Polhemus, Bill
STAAD Surface Elements, refugio rochin
RE: STAAD Surface Elements, Polhemus, Bill
RE: Way Off Topic: Holiday Humor, Stuart, Matthew
Re: Linear variation of Soil modulus, Javier Encinas
RE: Linear variation of Soil modulus, Polhemus, Bill
Re: Linear variation of Soil modulus, Padmanabhan Rajendran
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Giants, Frogs, et al, Polhemus, Bill
Re: Vent holes in BCI blocking, Drew Morris
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
Re: Architect cheating on structural calculations - where's the building depa..., Gautam Manandhar
Re: Architect cheating on structural calculations - where's the building depa..., Gautam Manandhar
RE: Giants, Frogs, et al, Stuart, Matthew
Re: Way Off Topic: Holiday Humor, Jnapd
RE: Giants, Frogs, et al, Polhemus, Bill
RE: Way Off Topic: Holiday Humor, Polhemus, Bill
Re: Linear variation of Soil modulus, Javier Encinas
Re: Linear variation of Soil modulus, Javier Encinas
RE: Linear variation of Soil modulus, Polhemus, Bill
Re: Linear variation of Soil modulus, Padmanabhan Rajendran
RE: Giants, Frogs, et al, Stuart, Matthew
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
RE: Giants, Frogs, et al, Polhemus, Bill
RE: Giants, Frogs, et al, Stuart, Matthew
Re: Linear variation of Soil modulus, Javier Encinas
RE: Giants, Frogs, et al, Polhemus, Bill
RE: Giants, Frogs, et al, Polhemus, Bill
RE: Giants, Frogs, et al, David Fisher

Sat Dec 10 00:02:38 GMT 2005

RE: Giants, Frogs, et al, Stuart, Matthew
Re: Giants, Frogs, et al, Jnapd
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
Re: Way Off Topic: Holiday Humor, Jnapd
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
OT: Microsoft Word format screw-up---Help!, Rhkratzse
Re: Architect cheating on structural calculations - where's the building depa..., ASQENGG2
RE: Architect cheating on structural calculations - where's the building depa..., dave lowen
RE: Architect cheating on structural calculations - where's the building depa..., Bernard, Scott C.
RE: Giants, Frogs, et al, Polhemus, Bill
RE: Way Off Topic: Holiday Humor, Polhemus, Bill
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
Re: OT: Microsoft Word format screw-up---Help!, John Riley
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
RE: Microsoft Word format screw-up---Help!, Polhemus, Bill
RE: Architect cheating on structural calculations - where's the building depa..., John Riley
RE: OT: Microsoft Word format screw-up---Help!, Polhemus, Bill
RE: Giants, Frogs, et al, Neil Moore
STAAD surface elements, refugio rochin
OT: Microsoft Word format screw-up---Help!, Mark Johnson
Re: Microsoft Word format screw-up---Help!, Daryl Richardson
Re: Microsoft Word format screw-up---Help!, Jordan Truesdell, PE
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: Architect cheating on structural calculations - where's the building depa..., Paul Feather

Sun Dec 11 01:54:27 GMT 2005

Mon Dec 12 14:47:06 GMT 2005

RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
Re: Architect cheating on structural calculations - where's the building depa..., Christopher Wright
Publications or Programs on Marketing Strategies, Polhemus, Bill
Re: Architect cheating on structural calculations - where's the building depa..., Rhkratzse
Re: Architect cheating on structural calculations - where's the building depa..., Rhkratzse
RE: Architect cheating on structural calculations - where's the building depa..., Michel Blangy
Re: Architect cheating on structural calculations - where's the building depa..., Christopher Wright
Re: Publications or Programs on Marketing Strategies, Christopher Wright
RE: Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
Through the eyes of an architect, Devlin, Dan
Re: Publications or Programs on Marketing Strategies, Daryl Richardson
Re: Through the eyes of an architect, Jordan Truesdell, PE
Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Daryl Richardson
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Kevin Polin
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
Re: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Christopher Wright
Re: Publications or Programs on Marketing Strategies, Robert Kazanjy
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Kevin Polin
RE: SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., Gerard Madden, SE
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., Polhemus, Bill
seismic design with columns into flat slabs?, refugio rochin
Decision Makers [WAS: Marketing Strategies], Polhemus, Bill
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Nuttall, Davin J.

Tue Dec 13 00:33:16 GMT 2005

Re: Decision Makers [WAS: Marketing Strategies], bcainse
non-load bearing gable end walls, Randall Moore, PE, SE
RE: Decision Makers [WAS: Marketing Strategies], John C. Jones
RE: non-load bearing gable end walls, Brad Byrom
SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., refugio rochin
moonlighting, Brad Byrom
RE: moonlighting, M. David Finley, P.E., P.A.
RE: non-load bearing gable end walls, Jim and Peggy Dall
RE: SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., Polhemus, Bill
RE: Decision Makers [WAS: Marketing Strategies], Polhemus, Bill
RE: SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., Polhemus, Bill
non-load bearing gable end walls, AWC Info
RE: non-load bearing gable end walls, Polhemus, Bill
Re: moonlighting, bcainse
Re: moonlighting, S. Gordin
Re: non-load bearing gable end walls, Daryl Richardson
RE: Decision Makers [WAS: Marketing Strategies], David Topete
RE: moonlighting, Haan, Scott M POA
RE: moonlighting, Mike Jones
Re: moonlighting, David Topete
RE: Decision Makers [WAS: Marketing Strategies], Polhemus, Bill
Re: non-load bearing gable end walls, Jordan Truesdell, PE
Re: non-load bearing gable end walls, Jnapd
RE: Decision Makers [WAS: Marketing Strategies], Kevin Polin
RE: Decision Makers [WAS: Marketing Strategies], David Topete
RE: non-load bearing gable end walls, Eli Grassley
Re: moonlighting, Scott Maxwell
Re: moonlighting, Daryl Richardson
RE: moonlighting, Haan, Scott M POA
RE: moonlighting, David Topete
OT: RHK is published, David Topete
RE: moonlighting, Benjamin Cornelius
Re: moonlighting, S. Gordin
Re: moonlighting, David Topete
Drive Screw Nails?, Bill Allen
RE: moonlighting, Polhemus, Bill
RE: Drive Screw Nails?, Mark E. Deardorff
RE: Drive Screw Nails?, Bill Allen
RE: Drive Screw Nails?, Eli Grassley
IBC 2305.1.5, Jared Lewis
Separate unattached RV Storage, Joe Grill
RE: IBC 2305.1.5, Ben Yousefi

Wed Dec 14 00:09:17 GMT 2005

RE: IBC 2305.1.5, Gerard Madden, SE
RE: moonlighting, Haan, Scott M POA
RE: Drive Screw Nails?, Freeman Tang
Re: moonlighting, bcainse
Re: Drive Screw Nails?, bcainse
Re: OT: RHK is published, Rhkratzse
Re: non-load bearing gable end walls, Randall Moore, PE, SE
Re: Architect cheating on structural calculations - where's the building depa..., Dennis S. Wish, PE
Re: Architect cheating on structural calculations - where's the building depa..., Dennis S. Wish, PE
Re: moonlighting, Gary Hodgson & Associates
non-load bearing gable end walls, Andy Richardson
SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc, refugio rochin
Cold Weather Reinf. Masonry, Nuttall, Davin J.
concrete topping? on metal deck over timber structure., Joe Grill
Re: OT: RHK is published, David Topete
CMU in water/wastewater, Sherman, William
Re: concrete topping? on metal deck over timber structure., David Topete
Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
Re: concrete topping? on metal deck over timber structure., Jordan Truesdell, PE
RE: concrete topping? on metal deck over timber structure., Polhemus, Bill
RE: Vulcraft Girder to WSP Diaphragm Connection, Mark E. Deardorff
Re: Cold Weather Reinf. Masonry, Scott Maxwell
Re: CMU in water/wastewater, Scott Maxwell

Thu Dec 15 00:04:50 GMT 2005

RE: Vulcraft Girder to WSP Diaphragm Connection, Gerard Madden, SE
RE: concrete topping? on metal deck over timber structure., Gerard Madden, SE
Pole-Type Footing in Seismic Zone 3 (1997 UBC), Dave Adams
RE: CMU in water/wastewater, Chris Towne
RE: concrete topping? on metal deck over timber structure., Joe Grill
Re: OT: RHK is published, Rhkratzse
RE: concrete topping? on metal deck over timber structure., Joe Grill
RE: CMU in water/wastewater, Chance, Acie
Vulcraft Girder to WSP Diaphragm Connection, Bill Allen
RE: Vulcraft Girder to WSP Diaphragm Connection, Mark E. Deardorff
Bridge Specs, Chris Towne
RE: Pole-Type Footing in Seismic Zone 3 (1997 UBC), RLHess(--nospam--at)HessEng.com
RE: Vulcraft Girder to WSP Diaphragm Connection, Bill Allen
Re: Bridge Specs, Candi Anderson
Temperature effect using STAAD, Ashraf Manjappara
Re: Temperature effect using STAAD, Gil Brock
RE: Pole-Type Footing in Seismic Zone 3 (1997 UBC), Nels Roselund
Re: STAAD surface elements, Szuchuan Chang
RE: Vulcraft Girder to WSP Diaphragm Connection, Mark E. Deardorff
RE: Pole-Type Footing in Seismic Zone 3 (1997 UBC), Scott Maxwell
Typical SIP roof to SIP wall connection, Scott Maxwell
Re: Pole-Type Footing in Seismic Zone 3 (1997 UBC), ASQENGG2
Re: concrete topping? on metal deck over timber structure., Jordan Truesdell, PE
Re: Typical SIP roof to SIP wall connection, Jordan Truesdell, PE
Vapor Barrier Below Suspended Slab, Rich Lewis
Bridge specs, Michael Hemstad
Old "UTD #5" Tie Down Capacity, Brashears, Erich
geo book, S. Gordin
RE: Typical SIP roof to SIP wall connection, Hood, Matthew O.
Re: concrete topping? on metal deck over timber structure., David Topete
Re: Typical SIP roof to SIP wall connection, Neil Moore
Informal Poll, Bill Allen
RE: Typical SIP roof to SIP wall connection, Mark E. Deardorff
Re: Informal Poll, Mark Pemberton
Re: Temperature effect using STAAD, K N SHETH
RE: Informal Poll, Mike Zaitz
RE: Informal Poll, David Fisher
RE: concrete topping? on metal deck over timber structure., Haan, Scott M POA
RE: Typical SIP roof to SIP wall connection, Haan, Scott M POA
RE: Informal Poll, David Adie
RE: Informal Poll, Mark E. Deardorff
RE: Informal Poll, Mark E. Deardorff
RE: Informal Poll, Stuart, Matthew
RE: Typical SIP roof to SIP wall connection, Eli Grassley
Re: Informal Poll, Gautam Manandhar
RE: CMU in water/wastewater, Harold Sprague
RE: Informal Poll, Gerard Madden, SE
RE: Informal Poll, Polhemus, Bill
RE: Informal Poll, Gerard Madden, SE
Re: Informal Poll, S. Gordin
RE: Informal Poll, Polhemus, Bill
Re: Informal Poll, Paul Feather
RE: Typical SIP roof to SIP wall connection, Haan, Scott M POA
Column design, Ashraf Manjappara

Fri Dec 16 00:37:47 GMT 2005

RE: Cold Weather Reinf. Masonry, Harold Sprague
Re: Temperature effect using STAAD, Ashraf Manjappara
CIP column design, Robert Freeman
RE: Typical SIP roof to SIP wall connection, Kevin Below
RE: Column design, Eli Grassley
RE: Informal Poll, Kevin Below
RE: Column design, Kevin Below
Re: Column design, Suresh Acharya
Joints in structural floor slab, Rich Lewis
Re: Column design, Padmanabhan Rajendran
RE: Typical SIP roof to SIP wall connection, Haan, Scott M POA
Re: Microsoft Word format screw-up---Help!, Rhkratzse
RE: Joints in structural floor slab, Kevin Below
RE: Column design, Kevin Below
RE: Typical SIP roof to SIP wall connection, Neil Moore
RE: Joints in structural floor slab, Gil Brock
RE: Typical SIP roof to SIP wall connection, Mark E. Deardorff
Re: Column design, Ashraf Manjappara
RE: Joints in structural floor slab, Harold Sprague
Availability of MC12's, Garner, Robert
Re: Column design, Ashraf Manjappara
RE: Availability of MC12's, Polhemus, Bill
RE: Availability of MC12's, Eric McAndrew
Reply for comments on Column design for moments, Ashraf Manjappara
RE: Availability of MC12's, Mark E. Deardorff
RE: Microsoft Word format screw-up---Help!, Tom Skaggs
RE: Microsoft Word format screw-up---Help!, Polhemus, Bill
RE: Microsoft Word format screw-up---Help!, Bill Allen
RE: Microsoft Word format screw-up---Help!, Polhemus, Bill
Re: Microsoft Word format screw-up---Help!, Aswin Rangaswamy
RE: Microsoft Word format screw-up---Help!, Tom Skaggs
RE: Microsoft Word format screw-up---Help!, Bill Allen
Re: Microsoft Word format screw-up---Help!, Suresh Acharya
Re: Informal Poll, Jnapd
RE: seismic design with columns into flat slabs?, Ahmed A.Rahim
RE: Informal Poll, Gerard Madden, SE
Re: Column design, Scott Maxwell
RE: Microsoft Word format screw-up---Help!, Polhemus, Bill
RE: Informal Poll, Kevin Polin
Re: Microsoft Word format screw-up---Help!, Rhkratzse
Happy Holidays "Structural Plans", Casey K. Hemmatyar
Re: Microsoft Word format screw-up---Help!, Rhkratzse
Re: Microsoft Word format screw-up---Help!, Rhkratzse
RE: Informal Poll, Polhemus, Bill
RE: Informal Poll, Gerard Madden, SE
RE: Happy Holidays "Structural Plans", David Maynard
RE: Happy Holidays "Structural Plans", Polhemus, Bill
RE: Informal Poll, Polhemus, Bill
RE: Happy Holidays "Structural Plans", Scott Maxwell
Re: Happy Holidays "Structural Plans", Jordan Truesdell, PE
RE: Microsoft Word format screw-up---Help!, Scott Maxwell
RE: Availability of MC12's, Harold Sprague
RE: Availability of MC12's, Harold Sprague
RE: Microsoft Word format screw-up---Help!, Polhemus, Bill
Christmas Drawing - New Site, Jordan Truesdell, PE

Sat Dec 17 00:41:52 GMT 2005

RE: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Rhkratzse
Re: Microsoft Word format screw-up---Help!, Rhkratzse
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Rhkratzse
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Microsoft Word format screw-up---Help!, bcainse
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
RE: Happy Holidays "Structural Plans", Rand W Holtham
RE: Typical SIP roof to SIP wall connection, Gary Hodgson & Associates
Re: Microsoft Word format screw-up---Help! [A final thanks!], Rhkratzse
Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Column design, ASQENGG2
Re: Column design, Scott Maxwell
Re: Column design, Ashraf Manjappara
Re: Microsoft Word format screw-up---Help!, Paul Ransom
The 13th Ed. of AISC Manual, Szuchuan Chang

Sun Dec 18 02:32:43 GMT 2005

Re: Microsoft Word format screw-up---Help!, Christopher Wright
Re: Microsoft Word format screw-up---Help!, Scott Maxwell
CDN regulatory enviroment [was Typical SIP roof to SIP wall connection], Paul Ransom
Macintel [was Microsoft Word format screw-up---Help!], Paul Ransom
Re: Macintel [was Microsoft Word format screw-up---Help!], Scott Maxwell
Re: Macintel [was Microsoft Word format screw-up---Help!], Christopher Wright
Re: Macintel [was Microsoft Word format screw-up---Help!], Scott Maxwell

Mon Dec 19 02:41:46 GMT 2005

Re: The 13th Ed. of AISC Manual, Szuchuan Chang
Re: The 13th Ed. of AISC Manual, Szuchuan Chang
Re: Macintel [was Microsoft Word format screw-up---Help!], Christopher Wright
Re: CDN regulatory enviroment [was Typical SIP roof to SIP wall connection], Gary Hodgson & Associates
RE: Typical SIP roof to SIP wall connection, Gary Hodgson & Associates
Re: CDN regulatory enviroment [was Typical SIP roof to SIP wall connection], Gary Hodgson & Associates
RE: The 13th Ed. of AISC Manual, Polhemus, Bill
RE: The 13th Ed. of AISC Manual, Polhemus, Bill
RE: The 13th Ed. of AISC Manual, Josh Plummer
RE: The 13th Ed. of AISC Manual, Carter, Charlie
fema 350, Mark D. Baker
how thick steel angle ok for self tapping screws?, Haan, Scott M POA
Re: IBC 2003 Section 1621.2.6.1?, Neil Moore
RE: fema 350, Haan, Scott M POA
RE: The 13th Ed. of AISC Manual, Carter, Charlie
RE: how thick steel angle ok for self tapping screws?, Scott, William N.
RE: fema 350, Ben Yousefi
RE: how thick steel angle ok for self tapping screws?, Polhemus, Bill
RE: IBC 2003 Section 1621.2.6.1?, Haan, Scott M POA
Re: IBC 2003 Section 1621.2.6.1?, Gary Grinstead
Re: how thick steel angle ok for self tapping screws?, utej
Re: IBC 2003 Section 1621.2.6.1?, David Topete
RE: IBC 2003 Section 1621.2.6.1?, Martin Li
RE: fema 350, Bill Allen
fema 350, Mark D. Baker
Re: how thick steel angle ok for self tapping screws?, Mark Pemberton
RE: how thick steel angle ok for self tapping screws?, Haan, Scott M POA
Re: Column design, ASQENGG2
RE: how thick steel angle ok for self tapping screws?, Haan, Scott M POA
RE: fema 350, Mark D. Baker
RE: how thick steel angle ok for self tapping screws?, Nels Roselund
RE: fema 350, Mark D. Baker
Seeking a Structural Engineer in the D.C. Area, Maxwell, George
Costly seminars and Code corrections, David Merrick
RE: fema 350, Mark D. Baker
RE: fema 350, Rand W Holtham
RE: fema 350, Ben Yousefi
Bridge slide bearings, Garner, Robert
RE: fema 350, Bill Allen
RE: Linear variation of Soil modulus, Eric Green
RE: how thick steel angle ok for self tapping screws?, Polhemus, Bill
RE: Costly seminars and Code corrections, Haan, Scott M POA
RE: Costly seminars and Code corrections, Jeremy White
RE: Bridge slide bearings, Polhemus, Bill
RE: Costly seminars and Code corrections, Polhemus, Bill
Re: Costly seminars and Code corrections, Christopher Wright

Tue Dec 20 00:02:49 GMT 2005

RE: fema 350, Mark Johnson
RE: Costly seminars and Code corrections, Haan, Scott M POA
RE: FEMA 350 & ANSI/AISC 358-05, Ben Yousefi
Re: Column design, Scott Maxwell
RE: how thick steel angle ok for self tapping screws?, Nels Roselund
Re: IBC 2003 Section 1621.2.6.1?, Neil Moore
Re: Costly seminars and Code corrections, Christopher Wright
Re: Column design, rizmirza
RE: FEMA 350 & ANSI/AISC 358-05, Mark Johnson
Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Santanu Das
Re: Linear variation of Soil modulus, K N SHETH
Re: fema 350, Mark Francois
RE: Costly seminars and Code corrections, Polhemus, Bill
RE: Costly seminars and Code corrections, Polhemus, Bill
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Polhemus, Bill
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Collier, Randy
RE: Costly seminars and Code corrections, Polhemus, Bill
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Mike Jones
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Polhemus, Bill
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Polhemus, Bill
RE: FEMA 350 & ANSI/AISC 358-05, Ben Yousefi
dynamic foundations, arme
Hooked anchor bolts, Will Haynes
RE: Hooked anchor bolts, Bruce Holcomb
RE: Hooked anchor bolts, Mark E. Deardorff
RE: Bridge slide bearings, Garner, Robert
Fw: dynamic foundations, arme
RE: dynamic foundations, Sherman, William
RE: FEMA 350 & ANSI/AISC 358-05, Mark Johnson
RE: dynamic foundations, Himat Solanki
RE: dynamic foundations, Rich Lewis
Re: Column design, ASQENGG2
RE: Hooked anchor bolts, Sherman, William
RE: Hooked anchor bolts, Wesley Werner

Wed Dec 21 00:08:45 GMT 2005

RE: dynamic foundations, Gary
RE: Hooked anchor bolts, Harold Sprague
Re: Column design, Suresh Acharya
cantilevered member deflection limit, Haan, Scott M POA
Re: cantilevered member deflection limit, Gil Brock
RE: Happy Holidays "Structural Plans", Casey K. Hemmatyar
RE: cantilevered member deflection limit, Haan, Scott M POA
RE: The 13th Ed. of AISC Manual, Paul Ransom
Re: how thick steel angle ok for self tapping screws?, Paul Ransom
Re: AISI Cold Formed Steel Design, Paul Ransom
Re: dynamic foundations, Randall Moore, PE, SE
Re: Column design, Scott Maxwell
RE: The 13th Ed. of AISC Manual, Scott Maxwell
RE: cantilevered member deflection limit, Scott Maxwell
Re: Column design, Gil Brock
Let's share photos, sadanand ojha
RE: The 13th Ed. of AISC Manual, Gary Hodgson & Associates
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Gary Hodgson & Associates
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Candi Anderson
RE: The 13th Ed. of AISC Manual, Scott Maxwell
RE: The 13th Ed. of AISC Manual, Garner, Robert
bridge falsework design, Mark D. Baker
RE: bridge falsework design, Mark E. Deardorff
Pipe Protection Below Mat Foundations, Bill Allen
New AISC Specs, Garner, Robert
Re: New AISC Specs, Szuchuan Chang
Re: Pipe Protection Below Mat Foundations, Daryl Richardson

Thu Dec 22 00:06:18 GMT 2005

RE: New AISC Specs, Melnick, Scott
SI Metric, Drew Morris
Re: SI Metric, Avicpeng
RE: SI Metric, Casey K. Hemmatyar
Non-orthogonal lateral system, Drew Morris
RE: Non-orthogonal lateral system, Casey K. Hemmatyar
RE: SI Metric, Gil Brock
Re: SI Metric, Avicpeng
Re: SI Metric, Huffman, Sharlie TRAN:EX
Re: SI Metric, Huffman, Sharlie TRAN:EX
dynamic foundations, jkumar
RE: The 13th Ed. of AISC Manual, Gary Hodgson & Associates
RE: New AISC Specs, Mike Jones
RE: SI Metric, Gary Hodgson & Associates
Re: SI Metric, Gary Hodgson & Associates
RE: SI Metric, John L. Smart
RE: SI Metric, dave lowen
RE: SI Metric, Sherman, William
RE: SI Metric, Garner, Robert
RE: SI Metric, Haan, Scott M POA
Re: The 13th Ed. of AISC Manual, Christopher Wright
Re: SI Metric, Christopher Wright
Re: Pipe Protection Below Mat Foundations, Tim Rudolph, PE
Interface require for large Reciprocating Compressor, Bhavin Shah
RE: SI Metric, Haan, Scott M POA
Moment releases for RCC beam to beam connection in STAAD, Ashraf Manjappara
OT: Seasons Greetings, Caldwell, Stan
RE: Seasons Greetings, Sharon
Re: Non-orthogonal lateral system, David Merrick
Re: SI Metric, Christopher Wright
RE: SI Metric, Haan, Scott M POA
Re: Non-orthogonal lateral system con't, David Merrick
Non-orthogonal lateral system con't2, David Merrick
Re: SI Metric, Jordan Truesdell, PE
Re: Moment releases for RCC beam to beam connection in STAAD, Padmanabhan Rajendran
RE: Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Rand W Holtham
Re: SI Metric, Gary Grinstead
Re: OT: Seasons Greetings, Jordan Truesdell, PE
Complements of the Season to All, Daryl Richardson
RE: Non-orthogonal lateral system, Haan, Scott M POA

Fri Dec 23 02:30:40 GMT 2005

RE: SI Metric, Kevin Below
Re: Complements of the Season to All, Jnapd
Re: SI Metric, Huffman, Sharlie TRAN:EX
RE: SI Metric, Gary Hodgson & Associates
OT derived from The 13th Ed. of AISC Manual, refugio rochin
Re: The 13th Ed. of AISC Manual, Gary Hodgson & Associates
Re: OT: Seasons Greetings, Gary Hodgson & Associates
RE: SI Metric, Gary Hodgson & Associates
Re: Moment releases for RCC beam to beam connection in STAAD, Bhavin Shah
Re: OT: Seasons Greetings, James Cohen
Re: OT: Seasons Greetings, Tom . Hunt
Re: SI Metric, Christopher Wright
Obscure Units, Daryl Richardson
Re: Obscure Units, David Topete
Re: SI Metric, Daryl Richardson
Re: Moment releases for RCC beam to beam connection in STAAD, Ashraf Manjappara
Re: Moment releases for RCC beam to beam connection in STAAD, Ashraf Manjappara
RE: SI Metric, Mark E. Deardorff
RE: SI Metric, Bill Allen
Acre in SI, Ashraf Manjappara
Concrete aggregate ASTM spec, Paul Feather
Anchorage to concrete - concrete breakout, Drew Morris
Re: SI Metric, Paul Ransom
Re: SI Metric, Gil Brock
Re: SI Metric, Gil Brock
RE: SI Metric, Gunnar H. Isleifsson

Sat Dec 24 00:16:07 GMT 2005

RE: SI Metric, Casey K. Hemmatyar
Re: SI Metric, Gary Hodgson & Associates
Re: SI Metric, Paul Ransom
OT - Business credit card, Rich Lewis
Re: SI Metric, Christopher Wright
Re: OT - Business credit card, Avicpeng
Re: SI Metric, Christopher Wright

Mon Dec 26 16:01:15 GMT 2005

Re: Moment releases for RCC beam to beam connection in STAAD, Bhavin Shah
RE: Non-orthogonal lateral system, njineer
Re: Moment releases for RCC beam to beam connection in STAAD, Daryl Richardson
Re: Moment releases for RCC beam to beam connection in STAAD, Ashraf Manjappara

Tue Dec 27 12:48:36 GMT 2005

Re: OT: Seasons Greetings, Rand W Holtham
RE: dynamic foundations, Polhemus, Bill
RE: Obscure Units, Polhemus, Bill
RE: dynamic foundations, Sherman, William
Re: OT - Business credit card, Jordan Truesdell, PE
Re: OT - Business credit card, sea
RE: dynamic foundations, Tom . Hunt
Re: Moment releases for RCC beam to beam connection in STAAD, Bhavin Shah
RE: Obscure Units, Polhemus, Bill
Re: Moment releases for RCC beam to beam connection in STAAD, Christopher Wright
Re: Obscure Units, Daryl Richardson
RE: Moment releases for RCC beam to beam connection in STAAD, Polhemus, Bill
Re: dynamic foundations, arme
Re: Obscure Units, Daryl Richardson
ADT vs vanilla AutoCAD?, Jordan Truesdell, PE
Cement Pricing for January, 2006?, Auge, Ken
RE: Obscure Units, Polhemus, Bill

Wed Dec 28 00:06:22 GMT 2005

RE: Obscure Units, Caldwell, Stan
RE: dynamic foundations, Rich Lewis
Re: Obscure Units, Daryl Richardson
RE: ADT vs vanilla AutoCAD?, Rich Lewis
RE: Cement Pricing for January, 2006?, Harold Sprague
RE: SI Metric, Haan, Scott M POA
Re: SI Metric, Gary Hodgson & Associates
New AISC Steel Spec, Garner, Robert
AISC 13th Edition, bcainse
RE: New AISC Steel Spec, John Goodman
Re: AISC 13th Edition, Ed . Haninger
Concrete Density, Mark Pemberton
Re: New AISC Steel Spec, Ed . Haninger
re: PCA Notes & ACI 318-05, Structural Engineer
RE: PCA Notes & ACI 318-05, Garner, Robert
re: PCA Notes & ACI 318-05, Tom . Hunt
Sulfate Attack, Nels Roselund
Re: SI Metric, Christopher Wright
Re: Sulfate Attack, James Cohen
Re: SI Metric, Christopher Wright
Re: Sulfate Attack, Tom . Hunt
Re: Sulfate Attack, Tom . Hunt
Re: Concrete Density, Jordan Truesdell, PE
Re: Sulfate Attack, Daryl Richardson
Re: Concrete Density, Tom . Hunt
Re: Sulfate Attack, Scott Maxwell
re: PCA Notes & ACI 318-05, Scott Maxwell
Retaining Wall Surcharge Formula, Bill Allen
RE: Retaining Wall Surcharge Formula, Haan, Scott M POA
Re: Retaining Wall Surcharge Formula, Tom . Hunt
Aggregate Spec (Re-post), Paul Feather

Thu Dec 29 01:23:37 GMT 2005

Old Earthquake Book for whom?, David Merrick
RE: Old Earthquake Book for whom?, Sharon
RE: New AISC Steel Spec, Polhemus, Bill
Re: New AISC Steel Spec, Christopher Wright
Re: Aggregate Spec (Re-post), Scott Maxwell
Moment releases for RCC beam to beam connection in STAAD, dileep Kulkarni
Column Design, Santhosh Kumar Yedidi
Re: PCA Notes & ACI 318-05, Structural Engineer
RE: Column Design, Polhemus, Bill
RE: Obscure Units, Polhemus, Bill
RE: Obscure Units, Polhemus, Bill
Re: Column Design, Santhosh Kumar Yedidi
RE: SI Metric, Gary Hodgson & Associates
RE: Aggregate Spec (Re-post), Harold Sprague
RE: Column Design, David Maynard
RE: Column Design, Tom . Hunt
Re: Aggregate Spec (Re-post), Tom . Hunt
Support condition of RCC frame whether fixed or hinged, Ashraf Manjappara
Re: Support condition of RCC frame whether fixed or hinged, Gil Brock
RE: Old Earthquake Book for whom?, David Topete
Old Glu-Lam Combinations, Nels Roselund
RE: Old Glu-Lam Combinations, Nuttall, Davin J.
Re: Support condition of RCC frame whether fixed or hinged, ASQENGG2
RE: Old Earthquake Book for whom?, Fred Turner
RE: Old Glu-Lam Combinations, Haan, Scott M POA
2005 AISC Seismic Provisions, Molly Skinner
RE: Old Glu-Lam Combinations, Tom . Hunt
RE: 2005 AISC Seismic Provisions, Sherman, William
RC Lateral Resistance in STAAD? ( ACI 10.10, and 10.11 ), refugio rochin
Re: 2005 AISC Seismic Provisions, Ed . Haninger
RE: Support condition of RCC frame whether fixed or hinged, Eli Grassley
Re: Old Glu-Lam Combinations, Daryl Richardson
FW: Old Glu-Lam Combinations, Tom Skaggs
Re: Aggregate Spec (Re-post), Scott Maxwell
Re: Old Glu-Lam Combinations, bcainse
Re: Aggregate Spec (Re-post), Paul Feather
RE: Cement Pricing for January, 2006?, Auge, Ken
Fwd: RC Lateral Resistance in STAAD? ( ACI 10.10, and 10.11 ), refugio rochin
RE: New AISC Steel Spec, Carter, Charlie
RE: AISC 13th Edition, Carter, Charlie
AISC Steel Spec Combine forces question, Jason Christensen
RE: AISC 13th Edition, Scott, William N.

Fri Dec 30 03:07:24 GMT 2005

RE: Retaining Wall Surcharge Formula, Bill Allen
Re: Support condition of RCC frame whether fixed or hinged, Ashraf Manjappara
RE: AISC 13th Edition, Scott Maxwell
Re: Support condition of RCC frame whether fixed or hinged, MTD Ingenieros Asociados, S.A.
Re: Retaining Wall Surcharge Formula, bcainse
Re: AISC 13th Edition, bcainse
Re: Column Design, Santhosh Kumar Yedidi
Footing design, Santhosh Kumar Yedidi
Wood floor beam shear connection, Jim Wilson
Re: Footing design, Ashraf Manjappara
Re: Column Design, Scott Maxwell
RE: AISC Steel Spec Combine forces question, Garner, Robert
Re: Wood floor beam shear connection, Scott Maxwell
Re: AISC Steel Spec Combine forces question, refugio rochin
RE: AISC Steel Spec Combine forces question, Carter, Charlie
RE: AISC 13th Edition, Polhemus, Bill
RE: AISC 13th Edition, Scott Maxwell
RE: AISC Steel Spec Combine forces question, Scott Maxwell
RE: AISC Steel Spec Combine forces question, Garner, Robert
Re: AISC Steel Spec Combine forces question, refugio rochin
Re: AISC Steel Spec Combine forces question, refugio rochin
RE: AISC Steel Spec Combine forces question, Carter, Charlie
Re: AISC 13th Edition, refugio rochin
RE: AISC 13th Edition, Scott, William N.
Re: Column Design, ASQENGG2
RE: AISC Steel Spec Combine forces question, Carter, Charlie
Re: Column Design, Paul Ransom
RE: AISC 13th Edition, Polhemus, Bill
ASCE 7 Story Drift & STAAD, refugio rochin
Folding Plate, Avicpeng
Re: Wood floor beam shear connection, Jnapd
Re: Footing design, ASQENGG2
RE: Folding Plate, Carter, Charlie
San Juan Del Rio in the state of Queretaro, Mexico, Dave Adams
Re: Folding Plate, Avicpeng

Sat Dec 31 00:54:47 GMT 2005

Re: Folding Plate, Christopher Wright
Details, dave lowen
RE: Details, Carter, Charlie
Re: Support condition of RCC frame whether fixed or hinged, dileep Kulkarni
RE: Details, Scott Maxwell
Re: Details, Gary Hodgson & Associates
Details, John Riley
RE: Details, Harold Sprague
RE: Cement Pricing for January, 2006?, Harold Sprague

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