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SEAINT Mail Archive 2001 (Oct-Dec)

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Messages: 2238

Mon Oct 01 12:21:23 GMT 2001

Nondestructive testing of concrete material, sateesh kumar gajjala
RE: Math Software, Jones, Mark A.
RE: Nondestructive testing of concrete material, Sprague, Harold O.
Re: don't send e-mail to me, Trent Samples
Re: Structural engineering undergraduate looking for ideas, Ivan Lippi Rodrigues
Calculation Submittal, Mitchell J. Sklar
RE: Calculation Submittal, Gary Ehrlich
Wood Shearwalls, David Gorton
RE: Calculation Submittal, Mitchell J. Sklar
Re: Calculation Submittal, Paul Feather
RE: Calculation Submittal, Mitchell J. Sklar
Re: Calculation Submittal, Paul Feather
Re: Calculation Submittal, Paul Feather
RE: Calculation Submittal, Christopher Wright
Re: Wood Shearwalls, John Rose
Welding Over Galvanizing, Tom . Hunt
RE: Welding Over Galvanizing, Sprague, Harold O.
NEW WTC BUILDING IDEA!--Active Control, Lao, Larry
ADOSS, Dan Huntington
Re: ADOSS, syed faiz ahmad
Philippines Trip, Blomberg, Paul
Re: Philippines Trip, Conrad Guymon
Rust never Sleeps, Jeff Smith
Tuscon Seismic Zone, Michael Bryson
Concrete Mix Design, James Lin

Tue Oct 02 00:27:45 GMT 2001

Rust never sleeps, Robert Freeman
Re: modelling a building using DRAIN-2DX, Jeng-Wei Li
Anchor bolt design - wood sill on concrete, Structuralist
Vibration problems, Gunnar Hafsteinn Isleifsson
RE: Anchor bolt design - wood sill on concrete, Joe Stroud
Tucson Seismic Zone, Roger Turk
RE: Anchor bolt design - wood sill on concrete, Michael Bryson
RE: Anchor bolt design - wood sill on concrete, Structuralist
RE: Anchor bolt design - wood sill on co, Roger Turk
Re: Anchor bolt design - wood sill on concrete, V.GORDIN
UBC 1997 and ACI 318-1999, Mark Geoghegan
Fw: Önemli., GAMA Factory
RE: Concrete Mix Design, Sprague, Harold O.
RE: Vibration problems, Sprague, Harold O.
RE: UBC 1997 and ACI 318-1999, Sprague, Harold O.
Duct design publications, Ken Peoples
RE: UBC 1997 and ACI 318-1999, Sherman, William
RE: Duct design publications, Sprague, Harold O.
Calculation Submittal, awcinfo
Anchor bolt design - wood sill on concrete, awcinfo
Re: MathCad2001 Software, richard lewis
Re: Calculation Submittal, Mark Gilligan
Mortor Field Test, Todd Hill
RE: MathCad2001 Software, Scott, William N.
RE: Mortar Field Test, Sherman, William
Re: Calculation Submittal, Paul Feather
Re: Vibration problems, Daryl Richardson
Re: Math Software, Kevin Clinard
RE: Vibration problems, Christopher Wright
RE: Math Software, Andrew Mole
RE: Mortar Field Test, Sprague, Harold O.
Re: Anchor bolt design - wood sill on concrete, Mike Anderson
RE: Vibration problems, Sprague, Harold O.
RE: Rust never Sleeps, Sprague, Harold O.
RE: Calculation Submittal, Mitchell J. Sklar
RE: Anchor bolt design - wood sill on concrete, Cain, William
Re: Anchor bolt design - wood sill on concrete, Structuralist
RE: Math Software, Mitchell J. Sklar
RE: Math Software, Gerard Madden
RE: Math Software, Christopher Wright
Re: Math Software, vicpeng
RE: Math Software, Gerard Madden
torsion...one more time but with different "twist", Dave Evans
Re: torsion...one more time but with different "twist", Mark D. Anderson PE
Re: torsion...one more time but with different "twist", Paul Feather
Dual System?, Kenny Yip
RE: Vibration problems, Gunnar Hafsteinn Isleifsson
RE: Dual System?, Haan, Scott M.
Re: torsion...one more time but with different "twist", Daniel Indrawan
Diaphragm Connection, Mark Pemberton
IBC 2000 Wind Design, Sherman, William
SE Licensing in Washington State, Recent Changes, Roger Smith
RE: Vibration problems, Bob Ross

Wed Oct 03 00:07:57 GMT 2001

Re: Math Software, Roger Turk
RE: Math Software, Mitchell J. Sklar
RE: Math Software, Structuralist
RE: Vibration problems, Christopher Wright
Re: Anchor bolt design - wood sill on co, Chris Tse
Re: Vibration problems, etc., Rhkratzse
Re: Calculation Submittal, Chris Tse
Gauge distance for rolled steel sections, R.P. Mehrotra/engg
RE: Calculation Submittal, Mark Gilligan
Fastening details for structural steel joints/connections, R.P. Mehrotra/engg
Re: Structural engineering undergraduate looking for ideas, David Mc Swiney
RE: Structural engineering undergraduate looking for ideas, Jones, Mark A.
Sap2000 plus Configuration, Puebla Raul
RE: IBC 2000 Wind Design, Brian K. Smith
RE: Mortar Field Test, Sherman, William
RE: Vibration problems, Sprague, Harold O.
RE: Mortar Field Test, Sprague, Harold O.
RE: Masonry reinforcing, Tom Allen
Re: torsion factor, Martin W. Johnson
Re: Vibration problems, Eric Ober
RE: Diaphragm Connection, Joyce Fuss
RE: IBC 2000 Wind Design, Mike Valley
Re: Vibration problems, etc., Conrad Guymon
Re: Masonry reinforcing, Conrad Guymon
RE: Masonry reinforcing, Foy, Warren
NEW LRFD MANUAL, Gerard Madden
Re: Masonry reinforcing, Conrad Guymon
Tension Only Braces Seismic Zone 3, Peder Golberg
RE: Tension Only Braces Seismic Zone 3, Francois Rambau
Re: Masonry reinforcing, sscholl2
Re: Tension Only Braces Seismic Zone 3, Samir Ghosn
RE: Tension Only Braces Seismic Zone 3, Mike Valley
Re: NEW LRFD MANUAL, Rick . Drake
Re: NEW LRFD MANUAL, Keith Fix
ACI 530 Masonry ASD, Sherman, William
RE: NEW LRFD MANUAL, Carter, Charlie
Glass block per IBC 2000, Sherman, William
RE: NEW LRFD MANUAL, Gerard Madden
follow-up: torsion...with a different "twist", Dave Evans
Re: ACI 530 Masonry ASD, Daryl Richardson
Re: RE: Masonry reinforcing, Bob Ross
RE: Rust never Sleeps, syed faiz ahmad

Thu Oct 04 00:14:56 GMT 2001

Steel Deck Diaphragm on Wood Framing, Keith De Lapp
Re: Tension Only Braces Seismic Zone 3, Nels Roselund, SE
Re: Steel Deck Diaphragm on Wood Framing, Nels Roselund, SE
Fw: Welding Over Galvanizing, Keith De Lapp
RE: IBC 2000 Wind Design, Roger Turk
Re: Math Software, vicpeng
Pipe Rack, Jnapd
Re: Pipe Rack, R.P. Mehrotra/engg
Re: Structural engineering undergraduate looking for ideas, harihar singh
temperature dependent properties of structural steel, K.S. Raghavan
RE: Structural engineering undergraduate looking for ideas, David Mc Swiney
QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DESIGN, Rogers, Robert
Slurry, sharonb
Re: temperature dependent properties of structural steel, Christopher Wright
RE: Slurry, Glenn Otto
Re: Structural engineering undergraduate looking for ideas, vicpeng
RE: Slurry, Sprague, Harold O.
RE: Structural engineering undergraduate looking for ideas, Sprague, Harold O.
RE: Rust never Sleeps, Jeff Smith
Re: Slurry, Nels Roselund, SE
RE: Structural engineering undergraduate looking for ideas, David Mc Swiney
Re: NEW LRFD MANUAL, Timothy J Siebes
RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Haan, Scott M.
RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Haan, Scott M.
Re: Slurry, Dan Goodrich
Re: Pipe Rack, Daryl Richardson
fema 356 v. SEAOC Blue Book re: CBF effective length, Dave Evans
RE: NEW LRFD MANUAL, Mark E. Deardorff
STAAD joint/member naming conventions, Jones, Mark A.
Re: Slurry, Nels Roselund, SE
Re: Slurry, sscholl2
Re: STAAD joint/member naming conventions, Daryl Richardson
RE: Slurry, sharonb

Fri Oct 05 03:58:57 GMT 2001

Wood Moment Frame in historical building - retrofit, jian zhou
Re:STAAD joint/member naming conventions, Valerio, Vincenzo
RE: STAAD joint/member naming conventions, Jones, Mark A.
RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Rogers, Robert
Re: Wood Moment Frame in historical building - retrofit, Nels Roselund, SE
RE: IBC 2000 Wind Design, Brian K. Smith
Elevator Shop Drawings, Todd Hill
Re: Elevator Shop Drawings, Christopher Wright
RE: Elevator Shop Drawings, Todd Hill
Re: IBC 2000 Wind Design, Dan Goodrich
RE: Elevator Shop Drawings, Natalie Harvill
Re: STAAD joint/member naming conventions, Structures Online
RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Haan, Scott M.
RE: Elevator Shop Drawings, Todd Hill
Re: Elevator Shop Drawings, Steve Privett
Re: Elevator Shop Drawings, Daryl Richardson
Re: Wood Moment Frame in historical building - retrofit, sscholl2
RE: Wood Moment Frame in historical building - retrofit, Haan, Scott M.
RE: IBC 2000 Wind Design, Brian K. Smith
RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Rogers, Robert
Re: STAAD joint/member naming conventions, Daryl Richardson
RE: Wood Moment Frame in historical building - retrofit, Gerard Madden
RE: Elevator Shop Drawings, Christopher Wright
Re: Elevator Shop Drawings, Domenic DeAngelo
Re: Elevator Shop Drawings, sscholl2
Re: (no subject), Daryl Richardson
RE: Elevator Shop Drawings, Sherman, William
RE: Pipe racks, Sherman, William
RE: Wood Moment Frame in historical building - retrofit, Francois Rambau
Texas, Dallas-Ft Worth, Austin and Houston, Bob Ross
RE: Texas, Dallas-Ft Worth, Austin and Houston, Sherman, William
Re: Texas, Dallas-Ft Worth, Austin and Houston, Ralph Benson

Sat Oct 06 06:30:17 GMT 2001

Re: temperature dependent properties of structural steel, K.S. Raghavan
Pipe racks, Bart Kemper
RE: Pipe racks, Mohammed Shahebuddin
structural design, nazmul
Re: structural design, Christopher Wright
RE: RE: Masonry reinforcing, Foy, Warren
Re: temperature dependent properties of structural steel, Christopher Wright
Re: structural design, syed faiz ahmad
Re: structural design, camil canura
Re: Pipe Rack, Padmanabhan Rajendran

Sun Oct 07 03:10:23 GMT 2001

SE Licensing in Washington State, Exam Results, Roger Smith
Re: SE Licensing in Washington State, Exam Results, Neil Moore
Drafting services, nazmul
Re: Drafting services, ec

Mon Oct 08 09:46:18 GMT 2001

Bolt Tightening - Turn of the nut method, K.S. Raghavan
Re: Drafting Services, Syed A Masroor
RE: Bolt Tightening - Turn of the nut method, Sprague, Harold O.
Re: Bolt Tightening - Turn of the nut method, Christopher Wright
Re: Bolt Tightening - Turn of the nut method, David Sharp
Toe plate required for BOCA stair?, Ken Peoples
RE: Toe plate required for BOCA stair?, Sherman, William
RE: Toe plate required for BOCA stair?, Jones, Mark A.
RE: Toe plate required for BOCA stair?, Christopher Wright
RE: SE Licensing in Washington State, Exam Results, Mike Valley
RE: SE Licensing in Washington State, Exam Results, Scott, William N.
RE: SE Licensing in Washington State, Exam Results, Regis King
RE: SE Licensing in Washington State, Exam Results, Paul Crocker
When is a wall a column?, Roger Davis
RE: When is a wall a column?, Rogers, Robert
Microstation Question, M. David Finley, P.E.
Re: When is a wall a column?, Conrad Guymon
Microstation - Creating Tables, M. David Finley, P.E.
RE: Microstation Question, Jonathan Mallard
Standard Details, Bob Ross
RE: When is a wall a column?, Gerard Madden
Re: Standard Details, Nels Roselund, SE
T&G roof diaphragms, Gina Gobo
Re: when is a wall a column...now lateral ties for walls, Dave Evans
RE: T&G roof diaphragms, George Richards P.E.
Re: Microstation - Creating Tables, Nam, YoonHo
RE: T&G roof diaphragms, Chris M. Palmateer

Tue Oct 09 00:02:38 GMT 2001

Re: T&G roof diaphragms, Chris Tse
Re: T&G roof diaphragms, Peder Golberg
Re: Bolt Tightening - Turn of the nut method, K.S. Raghavan
RE: When is a wall a column?, Rogers, Robert
Structural Plain Concrete - "wall" vs. "column", Roger Davis
Re: T&G roof diaphragms, Brian M. McMahon
FW: Heads up from "Construction Wire", Todd Hill
AASHTO Precast Ratings, Rob Schnelle
RE: Heads up from "Construction Wire", Jones, Mark A.
Re: Standard Details, IRV FRUCHTMAN
RE: when is a wall a column...now lateral ties for walls, Haan, Scott M.
RE: SE Licensing in Washington State, Exam Results, Haan, Scott M.
Re: Bolt Tightening - Turn of the nut method, Christopher Wright
RE: SE Licensing in Washington State, Exam Results, Keith Fix
Houston County Specs, Padmanabhan Rajendran
Re: Heads up from "Construction Wire", W. Gray Hodge
RE: Wood Moment Frame in historical building - retrofit, Armijo, John J (PWCSD 420)
Re: Houston County Specs, Ralph Benson
4x framing required for plywood roof panels spanning 48"?, Gina Gobo
Re: Bolt Tightening - Turn of the nut method, Mark D. Anderson PE
Re: Bolt Tightening - Turn of the nut method, Christopher Wright
Bolts in Combination with Welds, Paul Feather
RE: Bolts in Combination with Welds, Effland, Greg
RE: Bolts in Combination with Welds, Carter, Charlie
Searching for Maryann Phipps, Caldwell, Stan
splice spiral stirrups, Jeff Smith
RE: Heads up from "Construction Wire", Jones, Mark A.
Wood Prestressing Contractors, Roger Turk
How Can Force in "All Thread" be Determi, Roger Turk
Re: Heads up from "Construction Wire", Nels Roselund, SE
one more thing, was RE: splice spiral stirrups, Jeff Smith
field bending reinforcing, Jeff Smith
RE: Wood Prestressing Contractors, George Richards P.E.
RE: Searching for Maryann Phipps, Adranly, Samar
Re: field bending reinforcing, vicpeng
Re: Wood Prestressing Contractors, Bruce Pooley

Wed Oct 10 00:27:50 GMT 2001

RE: How Can Force in "All Thread" be Determi, Michael Bryson
AASHTO Bridge Rating, GSKWY
RE: How Can Force in "All Thread" be Determi, Bob Ross
RE: How Can Force in "All Thread" be Determi, Haan, Scott M.
RE: when is a wall a column...now lateral ties for walls, Dave Evans
Re: How Can Force in "All Thread" be Determi, Nels Roselund, SE
RE: How Can Force in "All Thread" be Det, Roger Turk
RE: How Can Force in "All Thread" be Det, Roger Turk
RE: How Can Force in "All Thread" be Det, Roger Turk
Re: How Can Force in "All Thread" be Det, Roger Turk
RE: How Can Force in "All Thread" be Det, Scott Maxwell
RE: SE Licensing in Washington State, Exam Results, John MacLean
RE: Wood Prestressing Contractors, Roger Turk
RE: How Can Force in "All Thread" be Determi, Sprague, Harold O.
RE: How Can Force in "All Thread" be Determi, Sprague, Harold O.
Re: field bending reinforcing, Desi Kiss
RE: when is a wall a column...now lateral ties for walls, Haan, Scott M.
Cq for antennas, arman s rivera
RE: How Can Force in "All Thread" be Determi, Cain, William
RE: field bending reinforcing, Jeff Smith
Re: field bending reinforcing, vicpeng
RE: field bending reinforcing, Desi Kiss
WSJ, Rbengrguy
History of Lumber used in construction, Rodriguez, Marlou
RE: History of Lumber used in construction, Jeff Smith
RE: History of Lumber used in construction, Cain, William
Need foundation cage help., Dennis Wish
RE: History of Lumber used in construction, Jeff Smith
Re: Cq for antennas, syed faiz ahmad
Structural system for diaphragm, Vitor Faustino Pereira
RE: Structural system for diaphragm, Haan, Scott M.
Re: Cq for antennas, Rick . Drake
RE: WSJ, Mark E. Deardorff
Re: Cq for antennas, Neil Moore
RE: WSJ, Caldwell, Stan
RE: Cq for antennas, Sprague, Harold O.
Building Codes-Informational Post, David Williams
RE: Building Codes-Informational Post, Bob Ross
RE: SE Licensing in Washington State, Exam Results, Regis King
RE: How Can Force in "All Thread" be Det, Roger Turk
RE: Building Codes-Informational Post, Sherman, William
LICENSE OFFER, Juan José Treff De la Mora
RE: How Can Force in "All Thread" be Det, Lars Holte

Thu Oct 11 00:00:52 GMT 2001

Zone 4 Tilt-ups -- What to say to a Client, Drew A. Norman, SE
RE: How Can Force in "All Thread" be Det, Gil Brock
Re: Zone 4 Tilt-ups -- What to say to a Client, Samir Ghosn
Code Compability, Ryan Lawton
Re: Code Compatibility, Ryan Lawton
Re: Code Compability, Drew A. Norman, SE
RE: How Can Force in "All Thread" be Det, Roger Turk
Noise from screwed steel roof deck, Rick Burch
STAAD Pro Member Identification, Frank Hartzell
RE: How Can Force in "All Thread" be Det, Gil Brock
RE: WSJ, Mark E. Deardorff
Re: Noise from screwed steel roof deck, Scott Maxwell
RE: How Can Force in "All Thread" be Det, Roger Turk
RE: field bending reinforcing, Peieng5590
steel:cement ratio in general construction, Prakash C. Chowdhury
No more e-mails, Kevin Jankowski
RE: Building Codes-Informational Post, David Williams
Re: steel:cement ratio in general construction, M. David Finley, P.E.
RE: WSJ, Caldwell, Stan
RE: Noise from screwed steel roof deck, Bob Ross
STAAD-Concrete sectional properties, John Holliday
Re: steel:cement ratio in general construction, sscholl2
Re: STAAD-Concrete sectional properties, Structures Online
RE: STAAD-Concrete sectional properties, Rogers, Robert
Re: Need foundation cage help., Padmanabhan Rajendran
RE: STAAD-Concrete sectional properties, Rogers, Robert
Re: No more e-mails, Hector Vergara
Re: No more e-mails, Conrad Guymon
RE: How Can Force in "All Thread" be Det, Jim Harris
RE: How Can Force in "All Thread" be Det, Jim Harris
Re: How Can Force in "All Thread" be Det, GSKWY
Afterthoughts : Re: STAAD-Concrete sectional properties, Pankaj Gupta
Tables in Word, Gerard Madden
Dual System (OBF/OMF), D W
RE: WSJ's interview with WTC's designer, Yousefi, Ben
Re: steel:cement ratio in general construction, syed faiz ahmad
RE: Afterthoughts : Re: STAAD-Concrete sectional properties, T. Eric Gillham PE
RE: STAAD-Concrete sectional properties, T. Eric Gillham PE
Re: Dual System (OBF/OMF), Byainc

Fri Oct 12 00:15:49 GMT 2001

Re: Tables in Word, Jason Emoto
RE: Tables in Word, Gerard Madden
Re: How Can Force in "All Thread" be Det, Roger Turk
RE: How Can Force in "All Thread" be Det, Roger Turk
Multistorey building design, prakash upadhyaya
Re: Multistorey building design, Structures Online
Exporting Bill of Materials from Autocad to Excel, G Vishwanath
RE: Exporting Bill of Materials from Autocad to Excel, Peter James
RE: Tables in Word, Jones, Mark A.
RE: Exporting Bill of Materials from Autocad to Excel, Gerard Madden
RE: Tables in Word, Gerard Madden
RE: Tables in Word, Dunsmore, Sean
Embeded reinforcing steel in soil?, ken kirkland
Embeded reinforcing steel in soil, Robert Freeman
RE: Embeded reinforcing steel in soil?, Foy, Warren
Re: Embeded reinforcing steel in soil?, Conrad Guymon
Re: Zone 4 Tilt-ups -- What to say to a Client, Fred M. Turner
Re: Embeded reinforcing steel in soil?, ken kirkland
Re: Embeded reinforcing steel in soil?, Conrad Guymon
Re: Embeded reinforcing steel in soil?, Conrad Guymon
Recent Wall Street Journal Articles on the World Trade Center, Caldwell, Stan
Reducing required cover of non-prestressed c.i.p. concrete, Pat Clark
Re: Embeded reinforcing steel in soil?, syed faiz ahmad
RE: Exporting Bill of Materials from Aut, Roger Turk
Re: Embeded reinforcing steel in soil?, Nels Roselund, SE
Re: Reducing required cover of non-prestressed c.i.p. concrete, Conrad Guymon
Re: Reducing required cover of non-prestressed c.i.p. concrete, Pat Clark
RE: Reducing required cover of non-prestressed c.i.p. concrete, Sherman, William
Re: Reducing required cover of non-prestressed c.i.p. concrete, Samir Ghosn

Sat Oct 13 04:42:17 GMT 2001

Re: How Can Force in "All Thread" be Determi, Rhkratzse
FEMA 350 Connection, Gerard Madden
Retaining Wall Design, Alp Eren Yurtseven
Solution to exporting BOM from Acad to Excel, G Vishwanath
Re: Retaining Wall Design, sscholl2
Re: Retaining Wall Design, sscholl2
RE: Recent Wall Street Journal Articles on the World Trade Center, Raul Labbé
Re: Recent Wall Street Journal Articles on the World Trade Center, desi j kiss
RE: Recent Wall Street Journal Articles on the World Trade Center, Terrence Holder
Re: Retaining Wall Design, syed faiz ahmad
Re: Retaining Wall Design, Daryl Richardson

Sun Oct 14 15:24:04 GMT 2001

Re: Embeded reinforcing steel in soil?, GSKWY
Fw: Snowhite and the Seven Dwarfs - The REAL story!, vicpeng
Re: Retaining Wall Design, vicpeng
Re: Embeded reinforcing steel in soil?, vicpeng
Australian PE Registration, Drew A. Norman, SE
Re: Australian PE Registration, Gil Brock

Mon Oct 15 01:52:40 GMT 2001

Re: FEMA 350 Connection, Rick Burch
Re: Noise from screwed steel roof deck, Rick Burch
Re: Solution to exporting BOM from Acad to Excel, J. K.
Better Safe Than Sorry..., ec
RE: Better Safe Than Sorry..., Gary Ehrlich
RE: Reducing required cover of non-prestressed c.i.p. concrete, Sherman, William
Re: Better Safe Than Sorry..., David Sharp
Plays into hands of terrorists, Roger Turk
RE: Reducing required cover of non-prest, Roger Turk
Re: Better Safe Than Sorry..., Christopher Wright
Re: Australian PE Registration, Daryl Richardson
Re: Better Safe Than Sorry..., GSKWY
Re: Better Safe Than Sorry..., Daryl Richardson
[no subject], KMoore
threaded rods, Michael Hemstad
RE: Retaining Wall Design, Cain, William
I'm back....., Bill Polhemus
RE: I'm back....., Cain, William
Re: I'm back....., Structures Online
Re: Better Safe Than Sorry..., Bob Ross
Re: I'm back....., M. David Finley, P.E.
Re: Australian PE Registration, Mark Geoghegan
Fillet Welds, Oshin Tosounian
RE: Fillet Welds, Carter, Charlie
RE: Fillet Welds, Samir Ghosn
Fillet Welds, Roger Turk
Re: Fillet Welds, Reza Dashti Asl

Tue Oct 16 00:56:34 GMT 2001

ASTM A970 welded headed anchor problems, Dave Evans
Re: Fillet Welds, Oshin Tosounian
TV viewing, Rbengrguy
Re: Fillet Welds, Paul Feather
Re: Australian PE Registration, Drew A. Norman, SE
Re: Australian PE Registration, Drew A. Norman, SE
RE: seaint Digest for 15 Oct 2001, Dennis Wish
RE: Fillet Welds on face of column, Paul Martin
Re: TV viewing, richard lewis
RE: ASTM A970 welded headed anchor problems, Sprague, Harold O.
Re: Fillet Welds, Oshin Tosounian
Re: Fillet Welds on face of column, Oshin Tosounian
RE: ASTM A970 welded headed anchor problems, Dave Evans
Need help with thesis, Ken Byrne
Hoax Message Originator, Frank Hartzell
RE: Australian PE Registration, Paul Crocker
Re: Fillet Welds on face of column, Paul Feather
RE: Need help with thesis, Bill Polhemus
RE: Australian PE Registration, Caldwell, Stan
RE: Fillet Welds on face of column, David Williams
RE: Need help with thesis, Bob Ross
Re: Need help with thesis, Dan Goodrich
Re: Need help with thesis, John Rose
RE: Need help with thesis, Despradel, Shukre/SEA
Plywood Forms for Roof Sheathing?, Neil Moore
Re: Plywood Forms for Roof Sheathing?, Conrad Guymon
RE: Plywood Forms for Roof Sheathing?, Paul Crocker

Wed Oct 17 02:32:42 GMT 2001

Cool Links for Structural Engineers at PDHonline.org, Overton Green
Re: seaint Digest for 15 Oct 2001, Structure Department
Re: Plywood Forms for Roof Sheathing?, John Rose
Bidding One Story Tract Homes, Dennis Wish
[no subject], Padmanabhan Rajendran
Need help with thesis, Michael Hemstad
Re: Zone 4 Tilt-ups -- What to say to a Client, Drew A. Norman, SE
Re: Bidding One Story Tract Homes, sscholl2
RE: Bidding One Story Tract Homes, Mark Pemberton
Re: Need help with thesis, John MacLean
RE: ASTM A970 welded headed anchor problems, Sprague, Harold O.
Plywood Roof Diaphragm Connections, Zachary Goswick
Re: Plywood Roof Diaphragm Connections, Conrad Guymon
RE: Plywood Roof Diaphragm Connections, Jim Kestner
Re: Plywood Roof Diaphragm Connections, Pat Clark
RE: Plywood Roof Diaphragm Connections, Zachary Goswick
Re: Plywood Roof Diaphragm Connections, Pat Clark
Re: Plywood Roof Diaphragm Connections, Conrad Guymon

Thu Oct 18 00:17:23 GMT 2001

Galvanizing Bolts, Raul Labbé
Flat Bottom Tank Anchorage, YI
Re: Galvanizing Bolts, Bob Ross
Re: Flat Bottom Tank Anchorage, Bob Ross
RE: Flat Bottom Tank Anchorage, Ron Hill
Re: Flat Bottom Tank Anchorage, sscholl2
Re: Flat Bottom Tank Anchorage, Padmanabhan Rajendran
MCE Acceleration, Padmanabhan Rajendran
MCE Acceleration, Roger Turk
Re: MCE Acceleration, sscholl2
Concrete in uplift, Drew Morris
Min area reinforcement in walls, mark francois
RE: Flat Bottom Tank Anchorage, Mohammed Shahebuddin
Re: Flat Bottom Tank Anchorage, CarlS95
Re: MCE Acceleration, Padmanabhan Rajendran
Re: Concrete in uplift, Padmanabhan Rajendran
Re: Microstation - Creating Tables, M. David Finley, P.E.
RE: Plywood Roof Diaphragm Connections, Jim Kestner
RE: MCE Acceleration, Jones, Mark A.
RE: MCE Acceleration, David Williams
roof deck, joist camber, connection, Natalie Harvill
Galvanizing Bolts, Tom . Hunt
Re: MCE Acceleration, Nels Roselund, SE
Re: roof deck, joist camber, connection, Scott A. Dunham, PE
Re: Concrete in uplift, Drew A. Norman, SE
Welding Stainless Steel, GSKWY
Re: Concrete in uplift, Padmanabhan Rajendran
RE: Galvanizing Bolts, Scott, William N.
Re: Min area reinforcement in walls, Walter Sheen
Re: Welding Stainless Steel, Christopher Wright
RE: Galvanizing Bolts, Tom . Hunt
Re: Welding Stainless Steel, Nels Roselund, SE
RE: Flat Bottom Tank Anchorage, YI
Re: Welding Stainless Steel, Nels Roselund, SE
RE: Flat Bottom Tank Anchorage, Despradel, Shukre/SEA
Re: Flat Bottom Tank Anchorage, John MacLean
Re: Flat Bottom Tank Anchorage, M. David Finley, P.E.
RE: Flat Bottom Tank Anchorage, Ron Hill
RE: Flat Bottom Tank Anchorage, Christopher Wright
Re: Flat Bottom Tank Anchorage, Paul Feather
Re: Flat Bottom Tank Anchorage, Ken Peoples
Re: Flat Bottom Tank Anchorage, Walt Sawruk
RE: Flat Bottom Tank Anchorage, YI
RE: Flat Bottom Tank Anchorage, Christopher Wright
RE: Flat Bottom Tank Anchorage, Ron Hill
RE: Flat Bottom Tank Anchorage, Padmanabhan Rajendran
RE: Flat Bottom Tank Anchorage, Christopher Wright
Reinforcing Wooden Beams, THabaradas
Re: Reinforcing Wooden Beams, John MacLean
Re: Reinforcing Wooden Beams, Bruce Pooley
RE: Reinforcing Wooden Beams, Bob Ross
Swimming Pool Enclosures - Timber vs. Steel, Peder Golberg

Fri Oct 19 05:57:07 GMT 2001

Re: Swimming Pool Enclosures - Timber vs. Steel, Daryl Richardson
Re: Concrete in uplift, Chris Tse
Re: Flat Bottom Tank Anchorage, namvy
RE: Swimming Pool Enclosures - Timber vs. Steel, Jones, Mark A.
Re[2]: Reinforcing Wooden Beams, JamesFulton
RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Bill Polhemus
RE: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Matthew Stuart
charpy v notch toughness, PFFEI
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Conrad Guymon
Re: charpy v notch toughness, Christopher Wright
RE: Charpy v notch toughness, Bob Shaw
RE: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Haan, Scott M.
Re: MCE Acceleration, Martin W. Johnson
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Reza Dashti Asl
RE: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Bill Polhemus
gaps in stepped footing, Helen Zhou
Re: Swimming Pool Enclosures - Timber vs. Steel, Forrest Braun
RE: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Neil Moore
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Dan Goodrich
RE: ACI 318 - request for comments for improvements, Michael Bryson
Re: Reinforcing Wooden Beams, John MacLean
RE: Flat Bottom Tank Anchorage, Fieberling, Eric
RE: ACI 318 - request for comments for improvements, Scott Maxwell
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, jccpc
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Rick Burch
ADAS DAMPER SYSTEM for the seismic retrofit of Bldgs., desi j kiss
Re: charpy v notch toughness, Bruce Caro
Indoor Swimming Pools, Peder Golberg
RESIDENTIAL: Rafters Not Meeting At Ridg, Roger Turk

Sat Oct 20 00:17:22 GMT 2001

Tension rod bracing, DAVID KUANG
UBC & IBC wood panel on steel stud shearwalls - acceptable steel Fy and thickness, Haan, Scott M.
Re: ADAS DAMPER SYSTEM for the seismic retrofit of Bldgs., Jeng-Wei Li
RE: RESIDENTIAL: Rafters Not Meeting At Ridg, Haan, Scott M.
Re: UBC & IBC wood panel on steel stud shearwalls - acceptable steel Fy and thickness, Forrest Braun
Re: Swimming Pool Enclosures - Timber vs. Steel, Rhkratzse
Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Rhkratzse
Fw: ADAS DAMPER SYSTEM for the seismic retrofit of Bldgs., Jeng-Wei Li
RE: Swimming Pool Enclosures - Timber vs. Steel, Tom Hammond
Re: gaps in stepped footing, Nels Roselund, SE
Re: Swimming Pool Enclosures - Timber vs. Steel, Rhkratzse

Sun Oct 21 16:01:32 GMT 2001

email, nazmul

Mon Oct 22 02:21:41 GMT 2001

The need for common sense., Mark Gilligan
Destruction of Kurram Village, Afghanistan, Syed A Masroor
RE: Destruction of Kurram Village, Afghanistan, Matthew Stuart
Re: Destruction of Kurram Village, Afghanistan, Brian M. McMahon
RE: Destruction of Kurram Village, Afghanistan, Roland Bokma
Steel Beam Rotation, Randy Diviney
RE:TADAS DAMPER SYSTEM for the seismic retrofit of Bldgs., Desi Kiss
Re: Destruction of Kurram Village, Afghanistan, Paul Feather
Re: Destruction of Kurram Village, Afghanistan, thom@onlinepcg
RE: Destruction of Kurram Village, Afghanistan, Scott, William N.
Re: Destruction of Kurram Village, Afghanistan, Padmanabhan Rajendran
RE: Destruction of Kurram Village, Afghanistan, Gerard Madden
God Bless America and all, Mohammed Mola
Prof. Astaneh on the WTC, Gerard Madden
RE: Destruction of Kurram Village, Afghanistan, Mohammed Mola
ASTM A 514, Gilberto Doria
RE: Destruction of Kurram Village, Afghanistan, George Richards P.E.
Re: Destruction of Kurram Village, Afghanistan, Daryl Richardson
RE: Destruction of Kurram Village, Afghanistan, Caldwell, Stan
The need for common sense, a.k.a. composite beam studs, Michael Hemstad
RE: Destruction of Kurram Village, Afghanistan, Neil Moore
RE: Destruction of Kurram Village, Afghanistan, Hyndman, Keith
Re: Destruction of Kurram Village, Afghanistan, Christopher Wright
Aluminum base plate, Alden Manipula, E.I.T.
Re: Destruction of Kurram Village, Afghanistan, thom@onlinepcg
Re: ASTM A 514, Christopher Wright
RE: Aluminum base plate, Sherman, William
RE: Aluminum base plate, Wayne Sherwood
Old Guys, Caldwell, Stan
List archive problem?, Tarek
RE: Old Guys, Mark E. Deardorff
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
Re: Aluminum base plate, Ken Peoples
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
RE: Destruction of Kurram Village, Afghanistan, Caldwell, Stan
Let's Change The Topic, Rick . Drake
RE: Destruction of Kurram Village, Afghanistan, sharonb
RE: Destruction of Kurram Village, Afghanistan, Bill Polhemus
RE: Destruction of Kurram Village, Afghanistan, Bill Polhemus
[no subject], hugh nicholl
Re:, Mohammed Mola
RE: Destruction of Kurram Village, Afghanistan, ARVIND BISARYA
Re: Let's Change The Topic, J. K.
Steel angle with pointed load, ken kirkland

Tue Oct 23 00:19:46 GMT 2001

Re: Steel angle with pointed load, Paul Feather
Re: charpy v notch toughness, Bob Ross
RE: Steel angle with pointed load, Bill Polhemus
Learning from Our Mistakes, Rbengrguy
UCBC97, YI
RE: Destruction of Kurram Village, Afghanistan, Bill Allen
RE: Destruction of Kurram Village, Afghanistan, Bill Allen
Any other Topic?, Syed A Masroor
Please guide me, ali biglary
Re: Destruction of Kurram Village, Afghanistan, DANIEL INDRAWAN
WTC etc, MKnight
RE: Destruction of Kurram Village, Afghanistan, Matthew Stuart
RE: Destruction of Kurram Village, Afghanistan, Matthew Stuart
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, Hyndman, Keith
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
Re: Let's Change The Topic, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, ARVIND BISARYA
RE: Destruction of Kurram Village, Afghanistan, ARVIND BISARYA
Re: Any other Topic?, Padmanabhan Rajendran
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
RE: Steel angle with pointed load, Glenn Otto
RE: UCBC97, Cain, William
Need A500 Grade C Tube, Jeng-Wei Li
RE: UCBC97, YI
RE: Steel angle with pointed load, sharonb
Need A500 Grade C Tube, Jeng-Wei Li
RE: Need A500 Grade C Tube, Bill Polhemus
Re: UCBC97, Nels Roselund, SE
Destruction of Kurram Village, Afghanistan, Michael Hemstad
RE: Need A500 Grade C Tube, Carter, Charlie
RE: UCBC97, YI
Re: Please guide me, Paul Feather
Need A500 Grade C Tube, Jeng-Wei Li
RE: Destruction of Kurram Village, Afghanistan, Dunsmore, Sean
RE: Need A500 Grade C Tube, Nicholas Blackburn
Re: Destruction of Kurram Village, Afghanistan, mark francois
Re: Need A500 Grade C Tube, Bob Ross
Re: Need A500 Grade C Tube, Rick . Drake
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
Re: Destruction of Kurram Village, Afghanistan, Randy Vogelgesang
Re: WTC etc, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, Eric Green
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
MOMENT CONNECTIONS, Juan José Treff De la Mora
RE: Destruction of Kurram Village, Afghanistan, Bill Polhemus
RE: Destruction of Kurram Village, Afghanistan, Padmanabhan Rajendran
RE: Destruction of Kurram Village, Afghanistan, Haan, Scott M.
Re: Destruction of Kurram Village, Afghanistan, Regis King
Re: MOMENT CONNECTIONS, Paul Feather

Wed Oct 24 00:20:10 GMT 2001

Re: UCBC97, Nels Roselund, SE
List archive problem?, tarek
RE: Destruction of Kurram Village, Afghanistan, Gerard Madden
RE: Destruction of Kurram Village, Afghanistan, Scott, William N.
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
RE: UCBC97, YI
RE: Destruction of Kurram Village, Afghanistan, Scott, William N.
Fwd: RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
Re: Destruction of Kurram Village, Afghanistan, Nels Roselund, SE
RE: MOMENT CONNECTIONS, Gerard Madden
Re: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
Re: Destruction of Kurram Village, Afghanistan, Mohammed Mola
Re: Destruction of Kurram Village, Afghanistan, Chris Towne
RE: Destruction of Kurram Village, Afghanistan, Mike Murphy
Terrorism, R.P. Mehrotra/str
WTC: foundation, pls guide me, John Jun Dai
RE: Need A500 Grade C Tube, Mohammed Shahebuddin
Re: Destruction of Kurram Village, Afghanistan, Bob Ross
RE: Destruction of Kurram Village, Afghanistan, Hyndman, Keith
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
RE: foundation, pls guide me, Bill Polhemus
RE: Destruction of Kurram Village, Afghanistan, Bill Allen
Drift requirements for industrial buildings, John Holliday
Finishing the Job - Was " Destruction of Kurram Village, Afghanis tan", Eric Green
RE: Finishing the Job - Was " Destruction of Kurram Village, Afghanistan", David L. Fisher
Peace, sharonb
Drift requirements for industrial buildings, Tom . Hunt
Rem:Re[2]: Destruction of Kurram Village, Afghanistan, Valerio, Vincenzo
Re[2]: Reinforcing Wooden Beams, JamesFulton
Re: Destruction of Kurram Village, Afghanistan, sscholl2
RE: Destruction of Kurram Village, Afghanistan, Haan, Scott M.
Re: Destruction of Kurram Village, Afghanistan, Christopher Wright
Re: Drift requirements for industrial buildings, Paul Feather
Re: Drift requirements for industrial buildings, Forrest Braun
Fw: Shear Plates and Split Ring Connectors, Bruce Pooley
Good Reference Book for Prestressed Concrete Design, Rogers, Robert
RE: LICENSE OFFER, Donna Gochenaur
Flower (Destruction of ....), Mohammed Mola
timber bridge deck standards, Ken Peoples
RE: Good Reference Book for Prestressed Concrete Design, Nicholas Blackburn
Re: LICENSE OFFER, Nels Roselund, SE
Re: timber bridge deck standards, Brian M. McMahon
IBC seismic special inspection of wood lateral force resisting sy stems, Haan, Scott M.
Re: Good Reference Book for Prestressed Concrete Design, Paul Feather
Short and long term settlement, John Holliday
Re: UCBC97, Nels Roselund, SE
RE: Destruction of Kurram Village, Afghanistan, Yousefi, Ben
Re: Short and long term settlement, M. David Finley, P.E.
Re: Short and long term settlement, Chris Towne
Re: Destruction of Kurram Village, Afghanistan, Nels Roselund, SE
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad
[no subject], Ronald M. Roberts, P.E.
Re: Short and long term settlement, syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
Re: Peace, syed faiz ahmad
RE: IBC seismic special inspection of wood lateral force resistin g sy stems, Yousefi, Ben
RE: Finishing the Job - Was " Destruction of Kurram Village, Afghanistan", syed faiz ahmad
RE: Destruction of Kurram Village, Afghanistan, syed faiz ahmad

Thu Oct 25 00:11:57 GMT 2001

RE: Re[2]: Destruction of Kurram Village, Afghanistan, Bill Polhemus
Re: Aluminum base plate, syed faiz ahmad
Re: Short and long term settlement, Padmanabhan Rajendran
RE: IBC seismic special inspection of wood lateral force resistin g systems, Haan, Scott M.
RE: Good Reference Book for Prestressed Concrete Design, GSKWY
Re: Good Reference Book for Prestressed Concrete Design, syed faiz ahmad
IBC wood shearwall special inspection, Haan, Scott M.
Re: Need A500 Grade C Tube, Jeng-Wei Li
HSS Dimensions Help !, Jianyong Zhu
RE: Destruction of Kurram Village, Afghanistan, David L. Fisher
Re:Short and long term settlement, TBenson
Please Help Me ! "HSS 3x0.25" "HSS 2.5x0.25", Jianyong Zhu
Reinforcing Wooden Beams, Roger Turk
Non-email based forum, ITS Pty Ltd
Re: America Under Attack, R.P. Mehrotra/str
Re: Destruction of Kurram Village, Afghanistan, Rhkratzse
Re: Destruction of Kurram Village, Afghanistan, Rhkratzse
America Under Attack, george simmon
Terrorism, MKnight
Re: Please Help Me ! "HSS 3x0.25" "HSS 2.5x0.25", Chris Tse
Re: America Under Attack, syed faiz ahmad
RE: Terrorism, Matthew Stuart
RE: America Under Attack, Matthew Stuart
RE: Non-email based forum, Bill Polhemus
Re: Terrorism, Scott A. Dunham, PE
RE: Terrorism, Eric Green
RE: Terrorism, David L. Fisher
Re: Good Reference Book for Prestressed Concrete Design, Walt Sawruk
RE: Terrorism, Effland, Greg
Re: Terrorism/History Lessons, David Sharp
RE: Terrorism, Haan, Scott M.
RE: Terrorism, David L. Fisher
Re: Please Help Me ! "HSS 3x0.25" "HSS 2.5x0.25", Mohammed Mola
RE: Finishing the Job - Was " Destruction of Kurram Village, Afgh anistan", Gerard Madden
====> .... Kurram Village, Afghanistan, Mohammed Mola
Re: Terrorism/History Lessons, David Sharp
Software for Elevated 2-way Concrete Slab Design, James Lin
RE: Non-email based forum, J. K.
RE: Terrorism - Patton versus Montgomery, Haan, Scott M.
RE: Terrorism - Patton versus Montgomery, David L. Fisher
Public Ed Problem?, Pappas, Glen Lt Col USAF
First Call for Papers, Shafat Qazi
LRFD and AASHTO, Amy Ellis
RE: Terrorism - Patton versus Montgomery, Bill Polhemus
Re: Snow Load, Domenic DeAngelo
RE: Terrorism - Patton versus Montgomery, Desi Kiss
RE: LRFD and AASHTO, Paul Pilarski
Prolonged vibration on slabs/reply, syed faiz ahmad
S.C.B.F., Mark Pemberton
RE: Terrorism - Patton versus Montgomery, Bob Ross
Re: Non-email based forum, Conrad Guymon
RE: Software for Elevated 2-way Concrete Slab Design, Michael Bryson

Fri Oct 26 00:22:55 GMT 2001

RE: Non-email based forum, Bill Polhemus
RE: Software for Elevated 2-way Concrete Slab Design, Nicholas Blackburn
Re:Terrorism, TBenson
Re: America Under Attack/esp. response to George, syed faiz ahmad
RE: Software for Elevated 2-way Concrete Slab Design, Gil Brock
Re: Reinforcing Wooden Beams, syed faiz ahmad
Video - SEAOC comments regarding WTC collapse, Shafat Qazi
RE: Terrorism - Patton versus Montgomery, Roger Turk
RE: Terrorism/History Lessons, Haan, Scott M.
RE: LRFD and AASHTO, Bill Polhemus
Re: Software for Elevated 2-way Concrete Slab Design, syed faiz ahmad
Apology, Mohammed Mola
Re: Please Help Me ! "HSS 3x0.25" "HSS 2.5x0.25", Jianyong Zhu
Re: Reinforcing Wooden Beams, Bob Ross
RE: LRFD and AASHTO, Rogers, Robert
Re: Reinforcing Wooden Beams, syed faiz ahmad
RE: LRFD and AASHTO, Bill Polhemus
Re: Public Ed Problem?, M. David Finley, P.E.
Re: LRFD and AASHTO, M. David Finley, P.E.
A New SEA Chapter ???, Jeff Barrett
RE: A New SEA Chapter ???, Effland, Greg
America Under Attack, JamesFulton
RE: S.C.B.F., Yousefi, Ben
Re: America Under Attack, sscholl2
RE: America Under Attack, Paul Pilarski
Public Education (was RE: Terrorism), Bill Polhemus
RE: A New SEA Chapter ???, Bill Polhemus
RE: S.C.B.F., Mark Pemberton
Re: email, saad mehdy
e-mail, saad mehdy
RE: e-mail, Effland, Greg
RE: Software for Elevated 2-way Concrete Slab Design, GSKWY
RE: Public Education (was RE: Terrorism), Eric Green
Re: A New SEA Chapter ???, Davis Parsons
Re: America Under Attack, syed faiz ahmad
mail, Ali KARA'dan
mail, Ali KARA'dan
Reinforcement detailing in coupling beam, Fariborz Tehrani
A New SEA Chapter ???, Roger Turk
Design of Hollow Pipe in Bending, J. K.

Sat Oct 27 00:09:42 GMT 2001

FW: Reinforcement detailing in coupling beam, T. Eric Gillham PE
Overturning Load Combination?, David Taubman
RE: Overturning Load Combination?, Haan, Scott M.
Re: FW: Reinforcement detailing in coupling beam, Fariborz Tehrani
RE: Design of Hollow Pipe in Bending, Bill Polhemus
non-load bearing light gauge studwalls - deflection track, Haan, Scott M.
Re: Terrorism, Christopher Wright
Re: Software for Elevated 2-way Concrete Slab Design, Strueng86
FW: FW: Reinforcement detailing in coupling beam, T. Eric Gillham PE
Re: non-load bearing light gauge studwalls - deflection track, Chris Tse
Re: FW: FW: Reinforcement detailing in coupling beam, Fariborz Tehrani

Sun Oct 28 07:39:09 GMT 2001

Steel space frame structure for large column free areas..., JAYANT LAKHLANI
Need suggestions on how to make fellow professionals design sensibly, JAYANT LAKHLANI
RE: Need suggestions on how to make fellow professionals design sensibly, Bill Polhemus
Re: terrorism, education and who has the biggest gun., Paul Ransom
Seismic Provisions Part III & I, Joseph Harouni
Re: Need suggestions on how to make fellow professionals design sensibly, syed faiz ahmad
RE: Design of Hollow Pipe in Bending, J. K.
Re: Need suggestions on how to make fellow professionals design sensibly, Padmanabhan Rajendran
FW: FW: FW: Reinforcement detailing in coupling beam, T. Eric Gillham PE

Mon Oct 29 00:56:35 GMT 2001

RE: terrorism, education and who has the biggest gun., Bill Polhemus
Re: Seismic Provisions Part III & I, Fariborz Tehrani
Re: Need suggestions on how to make fellow professionals design sensibly, Fariborz Tehrani
Re: Reinforcement detailing in coupling beam, Fariborz Tehrani
Re: Terrorism, Scott A. Dunham, PE
Re: terrorism, education and who has the biggest gun., desi j kiss
Re: Public Education (was RE: Terrorism), Scott A. Dunham, PE
RE: terrorism, education and who has the biggest gun., Christopher Wright
Sheet Piles, T. Eric Gillham PE
RE: terrorism, education and who has the biggest gun., Bill Polhemus
RE: A New SEA Chapter ???, Rogers, Robert
RE: LRFD and AASHTO, Rogers, Robert
Re: terrorism, education and who has the biggest gun., Steven A.
RE: LRFD and AASHTO, Amy Ellis
Standard Time, gbuydens
RE: Standard Time, Matthew Stuart
RE: Standard Time, Bob Ross
Re: Standard Time, vicpeng
RE: LRFD and AASHTO, Bill Polhemus
RE: Time check, Tom . Hunt
AASHTO LRFD, Jonathan Mallard
Dimension 4 and Windows XP Home Edition (was RE: Standard Time), Bill Polhemus
Re: timber bridge deck standards, awcinfo
RE: terrorism, education and who has the biggest gun., Scott, William N.
RE: LRFD and AASHTO, Amy Ellis
Re: America Under Attack, Paul Feather
RE: LRFD and AASHTO, Bill Polhemus
RE: LRFD and AASHTO, Amy Ellis
RE: America Under Attack, Bill Polhemus
RE: Design of Hollow Pipe in Bending, Dave Evans
2000 IBC v 1999 UBC code question, George Richards P.E.
Re: non-load bearing light gauge studwalls - deflection track, Dan Goodrich
RE: Design of Hollow Pipe in Bending, Mike Murphy
RE: Design of Hollow Pipe in Bending, Ron Hill
Seismic Earth Pressures on Cantilever Retaining Walls, Nick Arenson
Re: 2000 IBC v 1999 UBC code question, Jeff Barrett
Re: Need suggestions on how to make fellow professionals design sensibly, syed faiz ahmad
Re: America Under Attack, Rhkratzse
Re: 2000 IBC v 1999 UBC code question, chuckuc
RE: 2000 IBC v 1997 UBC code question, George Richards P.E.
Re: 2000 IBC v 1997 UBC code question, Jeff Barrett
Seismic Provisions Part III & I, Joseph Harouni
Re: 2000 IBC v 1997 UBC code question, Tom . Hunt
SE exam in CA requirement for out of state PE, Hari
RE: 2000 IBC v 1999 UBC code question, Bill Polhemus
RE: 2000 IBC v 1999 UBC code question, Bill Polhemus
RE: 2000 IBC v 1999 UBC code question, Eric Green
RE: 2000 IBC v 1997 UBC code question, George Richards P.E.
Re: 2000 IBC v 1997 UBC code question, Dan Goodrich
RE: 2000 IBC v 1999 UBC code question, Bob Ross
RE: 2000 IBC v 1997 UBC code question, Bill Polhemus
RE: SE exam in CA requirement for out of state PE, Bob Ross
RE: 2000 IBC v 1997 UBC code question, Bill Polhemus
RE: 2000 IBC v 1999 UBC code question, Bill Polhemus
Re: Seismic Earth Pressures on Cantilever Retaining Walls, J. K.

Tue Oct 30 00:17:09 GMT 2001

RE: Seismic Earth Pressures on Cantilever Retaining Walls, Gerard Madden
RETAINERS, PFFEI
RE: RETAINERS, Scott, William N.
RE: RETAINERS, David L. Fisher
RE: RETAINERS, David L. Fisher
RE: Dimension 4 and Windows XP Home Edition (was RE: Standard Time), Brent Koch
RE: RETAINERS, Michael Bryson
RE: RETAINERS, Scott, William N.
Re: RE: RETAINERS, Bob Ross
RE: Seismic Earth Pressures on Cantilever Retaining Walls, Raul Labbé
RE: RE: RETAINERS, Michael Bryson
RE: Sheet Piles, Raul Labbé
Officiel Site for US Standard Time, J. K.
Re: 2000 IBC v 1997 UBC code question, J. K.
Re[2]: Seismic Earth Pressures on Cantilever Retaining Walls, TBenson
Re: Split Wood Columns, Daryl Richardson
Re: Split Wood Columns, Roger Turk
Re: 2000 IBC v 1999 UBC code question, vlad
Atypical Shear Friction, Speck, Todd M
RE: 2000 IBC v 1999 UBC code question, Eric Green
Re: Atypical Shear Friction, Nels Roselund, SE
RE: Seismic Earth Pressures on Cantilever Retaining Walls, Haan, Scott M.
RE: 2000 IBC v 1999 UBC code question, Bill Polhemus
RE: 2000 IBC v 1999 UBC code question, Eric Green
RE: 2000 IBC v 1999 UBC code question, Haan, Scott M.
Re: Split Wood Columns, Daryl Richardson
1/3 increase, Jim Harris
RE: 1/3 increase, Haan, Scott M.
RE: terrorism, education and who has the biggest gun., Haan, Scott M.
RE: non-load bearing light gauge studwalls - deflection track, David L. Fisher
Re: 1/3 increase, J. K.
RE: 2000 IBC v 1999 UBC code question, Haan, Scott M.
RE: 2000 IBC v 1999 UBC code question, Scott, William N.
Re: 1/3 increase, Steven A.
Re: 1/3 increase, J. K.
Re: 2000 IBC v 1997 UBC code question, chuckuc
Re: Thanks for your guidance, syed faiz ahmad
Rebar Specs, Chris Towne
Plastic cover on underside of joists, Samir Ghosn
2000 IBC v 1999 UBC code question, awcinfo
The Mysterious 1/3 Stress Increase REREREDUX (was RE: 2000 IBC v 1999 UBC code question), Bill Polhemus
Bolt testing, Mark Pemberton
FW: Atypical Shear Friction, T. Eric Gillham PE
RE: 2000 IBC v 1999 UBC code question, Bob Ross
RE: Bolt testing, Bob Ross
RE: non-load bearing light gauge studwalls - deflection track, Haan, Scott M.
Re: Split Wood Columns, Roger Turk
RE: 2000 IBC v 1999 UBC code question, Yousefi, Ben

Wed Oct 31 00:02:59 GMT 2001

RE: 2000 IBC v 1999 UBC code question, Haan, Scott M.
Re: Split Wood Columns, Daryl Richardson
RE: 2000 IBC v 1999 UBC code question - 2, Haan, Scott M.
Career Engineering Position Available, BillJudd@NextSteps
1/3 increase, Roger Turk
RE: 1/3 increase, Bill Polhemus
RE: 1/3 increase, Roger Turk
RE: America Under Attack, Bill Allen
Re: 2000 IBC v 1999 UBC code question, sscholl2
RE: Bolt testing, Bob Shaw
RE: America Under Attack, Bill Polhemus
RE: 1/3 increase, Bill Polhemus
RE: 1/3 increase, michael . barbetta
galvanized TC bolts, Ken Peoples
RE: Rebar Specs, Brian K. Smith
RE: 1/3 increase, Eric Green
RE: 2000 IBC v 1999 UBC code question, Eric Green
RE: 2000 IBC v 1999 UBC code question, Bill Polhemus
Galvanized TC Bolts, Tom . Hunt
Re:Re: 1/3 increase, Jim Harris
Future Structural Engineer, Phillip Rogers
RE: Future Structural Engineer, Paul Crocker
RE: Future Structural Engineer, Ron Hill
RE: Future Structural Engineer, Gerard Madden
RE: LICENSE OFFER, Donna Gochenaur
Re: Future Structural Engineer, Keith Fix
RE: Re: 1/3 increase, George Richards P.E.
RE: Future Structural Engineer, Haan, Scott M.
Re: LICENSE OFFER, M. David Finley, P.E.
RE: Future Structural Engineer, Jonathan Mallard
Re: Galvanized TC Bolts, David Sharp
RE: Future Structural Engineer, Caldwell, Stan
Steel space frame structure for large column free areas..., Pat Bachman
Re: Future Structural Engineer, vicpeng
RE: Future Structural Engineer, George Richards P.E.
Re: Galvanized TC Bolts, Ken Peoples
Re: Galvanized TC Bolts, Tom . Hunt
Old Drawings, Jim Kestner
RE: Future Structural Engineer, Caldwell, Stan
RE: Future Structural Engineer, George Richards P.E.
RE: Future Structural Engineer, Bill Polhemus
RE: Future Structural Engineer, Bill Polhemus
Please Read: Wood Solutions Fair, Shafat Qazi

Thu Nov 01 00:13:36 GMT 2001

RE: Future Structural Engineer, Bill Polhemus
Re: Future Structural Engineer, Chris Tse
Wood Fasteners [was Re: Re: 1/3 increase], Nels Roselund, SE
RE: Wood Fasteners [was Re: Re: 1/3 increase], Bill Polhemus
Re: RE: Future Structural Engineer, Bob Ross
Re: Galvanized TC Bolts, Bob Ross
Re: Wood Fasteners [was Re: Re: 1/3 increase], Bob Ross
Rotating disk, Ron Hill
Re: Future Structural Engineer, sscholl2
Re: Rotating disk, Christopher Wright
RE: Future Structural Engineer, Jeff Chacon
Re: Rebar Specs, Scott Maxwell
[no subject], libra
RE:, Bill Polhemus
Re:, syed faiz ahmad
RE: Future Structural Engineer, Bill Polhemus
Re: Wood Fasteners [was Re: Re: 1/3 increase], Forrest Braun
North Carolina Building Code, npitera
Re:, vicpeng
RE: North Carolina Building Code, Matthew Stuart
Re: Wood Fasteners [was Re: Re: 1/3 increase], John Rose
FW: North Carolina Building Code, Matthew Stuart
RE: North Carolina Building Code, Charles Espenlaub
Re:, Structures Online
RE: North Carolina Building Code, Bill Polhemus
Re: North Carolina Building Code, Laura Watson

Fri Nov 02 01:03:49 GMT 2001

Re: Rotating disk, chuckuc
Grade beams and piles, Robert M. Hanson
RE: North Carolina Building Code, David Williams
RE:, Bill Polhemus
Lag Screw Questions, Roger Turk
RE: Wood Fasteners [was Re: Re: 1/3 increase], George Richards P.E.
RE: North Carolina Building Code, Charles Espenlaub
Re: Rebar Specs, syed faiz ahmad
RE: North Carolina Building Code, Brian K. Smith
RE: Re[2]: Seismic Earth Pressures on Cantilever Retaining Walls, Nick Arenson
FW: ASCE 7-95 & 7-98 Questions, Haan, Scott M.
Re: Wood Fasteners [was Re: Re: 1/3 increase], Nels Roselund, SE
RE: Rotating disk, Ron Hill
Re: America Under Attack, Rhkratzse
Cm (moisture) for Wood Building, jian zhou

Thu Nov 08 18:17:19 GMT 2001

RE: 1997 NDS Equation Error?, Gerard Madden
RE: Wastewater Tank, Sherman, William
Re: RESIDENTIAL: Wood Framing Tolerances for Plumbness, Dan Goodrich
RE: Wastewater Tank, Pat Symons
Re: RESIDENTIAL: Wood Framing Tolerances for Plumbness, Steve Privett
Re: Wastewater Tank, Ken Peoples
RE: RESIDENTIAL: Dimensional Tolerances?, Brian K. Smith
Re: RESIDENTIAL: Wood Framing Tolerances for Plumbness, Bruce Pooley
RE: Composite Beam Reinforcing, Brian K. Smith
Re: Factor of Safety against Uplift, John MacLean
Re: 1997 NDS Equation Error?, David B Merrick
RE: Wastewater Tank, Sherman, William
RE: 1997 NDS Equation Error?, Gerard Madden
How to calculate primary and secodary forces - reciprocating compressor, Tom . Hunt
Re: Fw: Factor of safety against uplift, syed faiz ahmad

Fri Nov 09 00:51:07 GMT 2001

RE: Factor of Safety against Uplift, Sherman, William
Problem----Solution?, syed faiz ahmad
Re: Double Tee Slab for Hypermarket, syed faiz ahmad
Maximum inelastic displacement, Matt Melcher
RE: Maximum inelastic displacement, Gerard Madden
RE: Factor of Safety against Uplift, Mark Pemberton
Re: 1997 NDS Equation Error?, Nels Roselund, SE
Re: Factor of Safety against Uplift, syed faiz ahmad
RE: RESIDENTIAL: Wood Framing Tolerances for Plumbness, Eric Green
RE: 1997 NDS Equation Error?, Haan, Scott M.
Re: Elevator pit impact load, Jeng-Wei Li
RE: 1997 NDS Equation Error?, Gerard Madden
RE: Factor of safety against uplift, Peter James
Wastewater Tank, Julian Maranan
RE: 1997 NDS Equation Error?, Gerard Madden
RE: washers and oversized holes and TC bolts, Carter, Charlie
Hardy Panels, Gerard Madden
Roof noises, edjonson
Re: Problem----Solution?, Daryl Richardson
Re: Factor of Safety against Uplift, Daryl Richardson
Re: Problem----Solution?, syed faiz ahmad
Need help with cable-stayed bridges, Jos� Vel�squez
Re: washers and oversized holes and TC bolts, Ken Peoples
RE: Need help with cable-stayed bridges, Glenn Otto
RE: 1997 NDS Equation Error?, Haan, Scott M.
RE: Hardy Panels, Yousefi, Ben
RE: Need help with cable-stayed bridges, Gilbert Addo
Not wishing to receive any more mail, M777eng
holdown post net section combined tension and bending from holdow n eccentricity, Haan, Scott M.
Re: Hardy Panels, Keith De Lapp
RE: Hardy Panels, Gerard Madden
RE: Factor of Safety against Uplift, Peter James
RE: Need help with cable-stayed bridges, Bill Polhemus
UBC97 ASD Sesimic provisions, Michael Bryson
Re: Hardy Panels, chuckuc
RE: UBC97 ASD Sesimic provisions, Gerard Madden
Re: Factor of Safety against Uplift, Daryl Richardson
Re: holdown post net section combined tension and bending from holdow neccentricity, chuckuc
Re: UBC97 ASD Sesimic provisions, Paul Feather
Re: holdown post net section combined tension and bending from holdown eccentricity, Dan Goodrich
RE: holdown post net section combined tension and bending from ho ldow neccentricity, Haan, Scott M.
RE: holdown post net section combined tension and bending from ho ldown eccentricity, Haan, Scott M.
Re: SF Uplift, syed faiz ahmad
RE: Need help with cable-stayed bridges, syed faiz ahmad
Re: SF Uplift, Jeremy Otahal
Slip Critical Connections, Travis
RE: Slip Critical Connections, Matthew Stuart
OSHPD, Matt Jordan
Re: Slip Critical Connections, Rick . Drake
Re: holdown post net section combined tension and bending from holdown eccentricity, chuckuc
Re: OSHPD, Rick . Drake
WOOD SHEARWALLS, Gerard Madden
OFF TOPIC: United Way, Caldwell, Stan
Re: Slip Critical Connections, Peder Golberg
RE: Maximum inelastic displacement, Dave Evans
Re: Slip Critical Connections, Rick . Drake
Re: WOOD SHEARWALLS, Conrad Guymon
RE: WOOD SHEARWALLS, Haan, Scott M.
Re: Hardy Panels, Pat Clark
RE: holdown post net section combined tension and bending from ho ldown eccentricity, Haan, Scott M.

Sat Nov 10 00:15:41 GMT 2001

Friction Factors, Nicholas Blackburn
Re: Friction Factors, vicpeng
Structural quantity data base, Jeng-Wei Li
Concrete on Asphalt, M. David Finley, P.E.
Discontinuation of subscription!, M777eng
RE: Slip Critical Connections, Carter, Charlie
Re: Structural quantity data base, sscholl2
Re: Discontinuation of subscription!, Paul Feather
fema-273, smail raisi
RE: Need help with cable-stayed bridges, Thomas Paul Murphy
Re: Problem----Solution?, Chris Tse
Re: Problem----Solution?, syed faiz ahmad
Re: Structural quantity data base, J. K.
Da Vinci Bridge opens 500 years late, Rbengrguy

Sun Nov 11 02:45:25 GMT 2001

Tacoma Narrows Suspension Bridge Collapse, k s raghavan
Re: fema-273, Bob Ross
RE: Structural quantity data base, Carter, Charlie
Roof noises II, edjonson
RE: Need help with cable-stayed bridges, Wavefront Design

Mon Nov 12 14:16:14 GMT 2001

RE: Discontinuation of subscription!, Effland, Greg
RE: OFF TOPIC: United Way, Eric Green
Re: OFF TOPIC: United Way, M. David Finley, P.E.
Re: OSHPD, Nels Roselund, SE
RE: 1997 NDS Equation Error?, Gerard Madden
Field Safety Manual, Peter James
OSHPD, Matt Jordan
RE: Concrete on Asphalt, Nicholas Blackburn
RE: Field Safety Manual, Bob Ross
Re: OSHPD, James Lin
Q: Anyone Get Their New AISC Manual?, Bill Polhemus
RE: Anyone Get Their New AISC Manual?, Gerard Madden
RE: Anyone Get Their New AISC Manual?, Desi Kiss
Re: Q: Anyone Get Their New AISC Manual?, Ed . Haninger
RE: Anyone Get Their New AISC Manual?, Carter, Charlie
AISC Manual "Thumb Cuts", Rick . Drake
Re: Anyone Get Their New AISC Manual?, Conrad Guymon
Re: Anyone Get Their New AISC Manual?, Paul Feather
RE: Anyone Get Their New AISC Manual?, Bob Ross
Request for Help, BillJudd@NextSteps
Re: Anyone Get Their New AISC Manual?, Christopher Wright
RE: Anyone Get Their New AISC Manual?, Carter, Charlie
RE: Anyone Get Their New AISC Manual?, Gerard Madden
AISC Manual "Thumb Cuts", Roger Turk
RE: Anyone Get Their New AISC Manual?, Zachary Goswick
Re: Anyone Get Their New AISC Manual?, Conrad Guymon
Re: Anyone Get Their New AISC Manual?, Daryl Richardson

Tue Nov 13 04:19:35 GMT 2001

RE: Factor of Safety against Uplift, John MacLean
AISC Manual Thumb cuts?, Ken Peoples
RE: Factor of Safety against Uplift, Paul Martin
Re: Factor of Safety against Uplift, Nels Roselund, SE
RE: 1997 NDS Equation Error?, Swingle, Mark
Hanger Load Increase, Chris Meyer
RE: Factor of Safety against Uplift, George Richards P.E.
Re: Hanger Load Increase, Keith Fix
Re: Factor of Safety against Uplift, Roger Turk
California Licensing Fees, Matthew Stuart
Re: California Licensing Fees, Ryan Lawton
RE: 1997 NDS Equation Error?, Gerard Madden
RE: California Licensing Fees, Francois Rambau
Re: Factor of Safety against Uplift, Daryl Richardson
Re: Factor of Safety against Uplift, John MacLean
Re: Factor of Safety against Uplift, Reza Dashti Asl
RE: California Licensing Fees, Caldwell, Stan
Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Conrad Guymon
RE: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Caldwell, Stan

Wed Nov 14 00:07:05 GMT 2001

Cable-stayed bridges, Jos� Vel�squez
RE: Cable-stayed bridges, Bob Ross
Off Topic - TIFF files, Peder Golberg
RE: Off Topic - TIFF files, Gerard Madden
Tacoma Narrows bridge collapse, k s raghavan
Re: Tacoma Narrows bridge collapse, sscholl2
Re: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Nels Roselund, SE
IBC 2305.3.10 2x2x3/16 plate washers, Haan, Scott M.
RE: Hanger Load Increase, Raul Labbé
Re: Tacoma Narrows bridge collapse, Drew Morris
Re: Tacoma Narrows bridge collapse, Paul Feather
RE: Tacoma Narrows bridge collapse, Gunnar Hafsteinn Isleifsson
RE: Tacoma Narrows bridge collapse, Thomas Paul Murphy
Re:Factor of Safety against Uplift, ACRLaranjeiras
RE: Cable-stayed bridges, Thomas Paul Murphy
RE: Tacoma Narrows bridge collapse, Roger Turk
RE: 1997 NDS Equation Error?, AWCINFO
Fly Ash, Randy Russ
Re: Fly Ash, Conrad Guymon
Re: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Daryl Richardson
Re: IBC 2305.3.10 2x2x3/16 plate washers, Hua Shen
RE: Fly Ash, David Williams
Program on Structural Failures, benjamin . baer
Fly Ash, GSKWY
Re: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Bob Ross
RE: Fly Ash, Roland Bokma
LRFD for Wood, Dan Goodrich
Re: 1997 NDS Equation Error?, Nels Roselund, SE
Re: Corporate 'Certificate of Authorization' (was Re: CaliforniaLicensing Fees), Nels Roselund, SE
Re: Factor of Safety against Uplift, Daryl Richardson
Re: Fly Ash, Scott Maxwell
Roof Noises III, edjonson
[no subject], Joseph R. Grill, PE
RE: Corporate 'Certificate of Authorization' (was Re: CaliforniaLicensing Fees), Peter James
RE: 1997 NDS Equation Error?, David Adie
RE: Corporate 'Certificate of Authorization' (was Re: CaliforniaLicensing Fees), Bill Polhemus
Re: IBC 2305.3.10 2x2x3/16 plate washers, Dan Goodrich
Re: Roof Noises III, Dan Goodrich
Remove me, Allbright, Kelly
RE: Roof Noises III, Haan, Scott M.
Re: Roof Noises III, Paul Feather
Re: Fly Ash, syed faiz ahmad
Re: 1997 NDS Equation Error?, Nels Roselund, SE
Re: IBC 2305.3.10 2x2x3/16 plate washers, ken kirkland
Wood Bottom Plates and bolting to wood or concrete, David B Merrick
RE: 1997 NDS Equation Error?, Ron Hill
RE: Wood Bottom Plates and bolting to wood or concrete, Haan, Scott M.
Excellent New Article on the World Trade Center, Caldwell, Stan
Cantera Stone Attachment to Steel Frame Arch, DRPFLY

Thu Nov 15 03:43:36 GMT 2001

Re: IBC 2305.3.10 2x2x3/16 plate washers, sscholl2
Re: Fly Ash, Steven A.
Re: LRFD for Wood, Bruce Pooley
Re: Cantera Stone Attachment to Steel Frame Arch, Drew Morris
Re: Cantera Stone Attachment to Steel Frame Arch, Nels Roselund, SE
don,t send me more e-mail, amin ansari chaharsoughi
PDH online continuing education news, Overton Green
Re: Fly Ash, Mark Webster
California PE/SE renewal fees, Matthew Stuart
Re: California PE/SE renewal fees, Samir Ghosn
RE: California PE/SE renewal fees, Desi Kiss
Re: California PE/SE renewal fees, Ryan Lawton
Re: California PE/SE renewal fees, Conrad Guymon
RE: California PE/SE renewal fees, Desi Kiss
RE:, Yousefi, Ben
Re: Fly Ash, GSKWY
Acrobatreader -- was Re: 1997 NDS Equation Error?, Nels Roselund, SE
RE: California PE/SE renewal fees, Scott, William N.
RE: Fly Ash, Matthew Stuart
RE: 1997 NDS Equation Error?, David B Merrick
RE: Acrobatreader -- was Re: 1997 NDS Equation Error?, Ron Hill
Re: California PE/SE renewal fees, Bob Ross
Re: California PE/SE renewal fees, Bob Ross
Re: Fly Ash, GSKWY
RE: California PE/SE renewal fees, Joyce Fuss
RE: California PE/SE renewal fees, Matthew Stuart
Re: IBC 2305.3.10 2x2x3/16 plate washers, Fred M. Turner
Re:, Paul Feather
RE: 1997 NDS Equation Error?-->2x2x3/16 washers on 3x sills, Haan, Scott M.
Re: IBC 2305.3.10 2x2x3/16 plate washers, Paul Feather
RE: Acrobatreader -- was Re: 1997 NDS Equation Error?, Scott Maxwell
Delivered by the System, Tom . Hunt
Re: IBC 2305.3.10 2x2x3/16 plate washers, Dan Goodrich
Re:, Roger Turk
Re: Cantera Stone Attachment to Steel Frame Arch, Keith De Lapp
STEEL ROOF DECK: Question About Using Lightweight Concrete Fill, Bill Polhemus
RE: STEEL ROOF DECK: Question About Using Lightweight Concrete Fi ll, Gerard Madden
Re: STEEL ROOF DECK: Question About Using Lightweight Concrete Fill, Davis Parsons
RE: STEEL ROOF DECK: Question About Using Lightweight Concrete Fill, Brian K. Smith
Floor vibration design, Mark Pemberton

Fri Nov 16 00:20:40 GMT 2001

Need Clarifications on Section 2213.6 of 97UBC, Kenny Yip
Construction in Brazil, Brad Friederichs
RE: STEEL ROOF DECK: Question About Using Lightweight Concrete Fill, Bill Polhemus
RE: STEEL ROOF DECK: Question About Using Lightweight Concrete Fill, Bill Polhemus
RE: Floor vibration design, Bill Polhemus
Registration in Washington, DC, John Schenne
Re: Registration in Washington, DC, GSKWY
Re: Factor of Safety against Uplift, Rhkratzse
Remove, cahilln
Digital camera, legal or not for documentaion, Peieng5590
RE: Digital camera, legal or not for documentaion, Bill Polhemus
Re: Digital camera, legal or not for documentaion, Christopher Wright
RE: Digital camera, legal or not for documentaion, Ron Hill
FEMA 302 vs TI 809-04, Foy, Warren
Re: Digital camera, legal or not for documentaion, Neil Moore
RE: Digital camera, legal or not for documentation, Nicholas Blackburn
RE: Need Clarifications on Section 2213.6 of 97UBC, Mark Pemberton
RE: Digital camera, legal or not for doc, Roger Turk
Re: Digital camera, legal or not for documentaion, Drew A. Norman, SE
Re: Digital camera, legal or not for documentation, Daryl Richardson
Re: Email SWA in re need for blast, Tom Higgins
Re: Digital camera, legal or not for documentaion, Christopher Wright
RE: Email SWA in re need for blast, Haan, Scott M.
FW: Floor vibration design, LaCount, Curt
Re: Factor of Safety against Uplift, syed faiz ahmad
Re: IBC 2305.3.10 2x2x3/16 plate washers, Fred M. Turner
Welding "Around the corner", Ryan Lawton
Re: IBC 2305.3.10 2x2x3/16 plate washers, Fred M. Turner
RE: Welding "Around the corner", Mark Pemberton
Re: Welding "Around the corner", Jason Emoto
Re: Email SWA in re need for blast, Drew A. Norman, SE
Job Opportunity, Scott . Maxwell
Floor vibration design, dmorrow
RE: Floor vibration design, Mark Pemberton

Sat Nov 17 00:44:23 GMT 2001

RE: Floor vibration design, Scott, William N.
Re: Delivered by the System, Bruce Caro
temperature load, RainCat1

Sun Nov 18 03:11:38 GMT 2001

RE: Welding "Around the corner", Carter, Charlie
Re: Digital camera, legal or not for documentaion, Rhkratzse
nanotechnology, rmanata77
Adding an Elevator to an Existing Historic Building, Bill Marczewski

Mon Nov 19 00:47:55 GMT 2001

RE: nanotechnology, Bill Polhemus
windload IBC 2000, Peieng5590
Re: Adding an Elevator to an Existing Historic Building, Daryl Richardson
Anchorage to Composite Deck, Oshin Tosounian
Re: Adding an Elevator to an Existing Historic Building, Scott Maxwell
Re: windload IBC 2000, Scott Maxwell
drift, smail raisi
RE: Floor vibration design, Eric Green
Re: Floor vibration design, Eric Ober
RE: Floor vibration design, Scott, William N.
RE: Floor vibration design, Eric Green
RE: Floor vibration design, Despradel, Shukre/SEA
RE: Floor vibration design, Scott, William N.
REINFORCED CONCRETE EXAMPLES, Juan José Treff De la Mora
Southern California Meeting Announcement, David Pomerleau
Re: REINFORCED CONCRETE EXAMPLES, Scott Maxwell
Re: REINFORCED CONCRETE EXAMPLES, George M Ghaly
RE: drift, Bob Ross
RE: windload IBC 2000, David Williams

Tue Nov 20 05:18:27 GMT 2001

[no subject], Sandip . Gatkal
California Civil PE Exam Preparation., Bill Marczewski
RE: California Civil PE Exam Preparation., Pappas, Glen Lt Col USAF
STRUCTURAL ENGINEER POSITION, desi j kiss
Re: California Civil PE Exam Preparation., Paul Feather
RE: California Civil PE Exam Preparation, Hari
Anchorage to existing concrete, Fariborz Tehrani
Re: Anchorage to existing concrete, vicpeng
Re: Adding an Elevator to an Existing Historic Building, Jim Harris
RE: Anchorage to existing concrete, Sprague, Harold O.
Re: California Civil PE Exam Preparation., John MacLean
Re: Anchorage to existing concrete, Daryl Richardson
Re: Corporate 'Certificate of Authorization' (was Re: CaliforniaLicensing Fees), Daryl Richardson
RE: drift, Jyouru_Lyang
Re: Anchorage to existing concrete, Fariborz Tehrani
AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, Sherief S. Sakla
TRW Nelson Studs, Paul Feather
RE: AISC "Seismic Provisions for Structural Steel Buildings", Sec tion 13.3.a, Haan, Scott M.
RE: TRW Nelson Studs, Despradel, Shukre/SEA
Re: Anchorage to existing concrete, Daryl Richardson
RE: TRW Nelson Studs, Albert Meyer
RE: TRW Nelson Studs, Despradel, Shukre/SEA

Wed Nov 21 00:39:40 GMT 2001

non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definition, Haan, Scott M.
SEAOC 2002 Convention, Shafat Qazi
Re: non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definition, RainCat1
Structural Engineering Position - Portland, OR / Seattle,WA, Laurence B. Oeth
AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, KMoore
Re: Anchorage to existing concrete, Jim Harris
Re: AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, Bob Ross
Re: non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definition, Paul Feather
RE: AISC "Seismic Provisions for Structural Steel Buildings", Sec tion 13.3.a, Fariborz Tehrani
Re: windload IBC 2000, AWCINFO
Dead Load or Live Load?, Jeff Smith
RE: Dead Load or Live Load?, Bill Polhemus
RE: Dead Load or Live Load?, Amy Ellis
RE: Dead Load or Live Load?, sharonb
RE: Dead Load or Live Load?, Scott, William N.
Dead Load or Live Load?, Roger Turk
RE: Dead Load or Live Load?, Bill Polhemus
RE: Dead Load or Live Load?, Alden Manipula, E.I.T.
RE: Dead Load or Live Load?, Jeff Smith
RE: Dead Load or Live Load?, Effland, Greg
RE: Dead Load or Live Load?, Amy Ellis
RE: Dead Load or Live Load?, Jeff Smith
Re: Dead Load or Live Load?, Dan Goodrich
RE: Dead Load or Live Load?, Ryan Lawton
RE: Dead Load or Live Load?, sharonb
RE: Dead Load or Live Load?, Yousefi, Ben
RE: Dead Load or Live Load?, Bill Polhemus
RE: Dead Load or Live Load?, Jeff Smith
Re: Dead Load or Live Load?, Peder Golberg
RE: Dead Load or Live Load?, Neil Moore
Re: non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definition, Nels Roselund, SE
Re: Dead Load or Live Load?, Conrad Guymon

Thu Nov 22 00:00:25 GMT 2001

RE: Dead Load or Live Load?, Reza Dashti Asl
RE: non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definit ion, Haan, Scott M.
Assistance Needed !!!, Steel Tech N.A. Inc.
Re: Dead Load or Live Load?, Rhkratzse
Re: Dead Load or Live Load?, Christopher Wright
Single Family Home design + Construction, Rbengrguy
Re: Single Family Home design + Construction, Daryl Richardson
Re: Single Family Home design + Construction, sscholl2
Re: Single Family Home design + Construction, Byainc
Re: [Fwd: Physics], Daryl Richardson
Re: [Fwd: Physics], syed faiz ahmad
Doubler Plate Plug Welds, Joseph R. Grill

Fri Nov 23 15:48:37 GMT 2001

RE: [Fwd: Physics], Bill Polhemus
Foundation Underpinning, Jason Kilgore
Re: Single Family Home design + Construction, Nels Roselund, SE
Re: Foundation Underpinning, sscholl2
Re: Foundation Underpinning, Daryl Richardson

Sat Nov 24 03:55:08 GMT 2001

Re: Foundation Underpinning, Jeng-Wei Li
RE: Doubler Plate Plug Welds, Bill Marczewski

Mon Nov 26 02:57:50 GMT 2001

Re: [Fwd: Physics], Drew Morris
Query on foundation approach, Chris Lillback
Re: Query on foundation approach, James Lane, P.E.
Re: Beach House Foundation Improvements, Rhkratzse
ASTM A615 - What is current version?, M. David Finley, P.E.
RE: ASTM A615 - What is current version?, Peter James
RE: ASTM A615 - What is current version?, Foy, Warren
Re: ASTM A615 - What is current version?, M. David Finley, P.E.
RE: Doubler Plate Plug Welds, David Williams
Re: Query on foundation approach, Padmanabhan Rajendran
A588 Steel., npitera
Re: Foundation Underpinning, Jason Kilgore
RE: A588 Steel., Sprague, Harold O.
Difference between a Culvert and Bridge, C M Iqbal
RE: A588 Steel., Paul Martin
Re: Difference between a Culvert and Bridge, syed faiz ahmad
Nigerian Scam, Nels Roselund, SE
Difference between a Culvert and Bridge, Roger Turk
RE: Nigerian Scam, Gerard Madden
RE: Nigerian Scam, Bob Ross
Re: A588 Steel., sscholl2
Query on Foundation Approach, Michael Hemstad
RE: A588 Steel., Carter, Charlie
Re: A588 Steel., npitera
RE: Query on Foundation Approach, Sprague, Harold O.
Re: Nigerian Scam, Christopher Wright
RE: A588 Steel., Sprague, Harold O.
Re: Nigerian Scam, Daryl Richardson
RE: A588 Steel., Desi Kiss
RE: A588 Steel., npitera
Re: Fwd: REQUEST FOR ASSISTANCE Re: Nigerian - -, Daryl Richardson
RE: A588 Steel., Neil Moore
Re: Nigerian Scam, Tom . Hunt

Tue Nov 27 00:44:54 GMT 2001

Nigerian Scam, was RE: A588 Steel., Ray Pixley
RE: Nigerian Scam, Ron Hill
email fraud, Melbec
AutoCAD 2002 3d solid to STAAD question, Ken Peoples
RE: AutoCAD 2002 3d solid to STAAD question, Dave Nuttall
RE: Nigerian Scam, Glenn Otto
LRFD 3rd edition has arrived - VT weld testing, Ken Peoples
RE: AutoCAD 2002 3d solid to STAAD question, Bob Ross
pressure-treating glu-lams, Michael Livingston
Re: pressure-treating glu-lams, ken kirkland
RE: pressure-treating glu-lams, Eric Green
Re: pressure-treating glu-lams, Brian M. McMahon
Re: LRFD 3rd edition has arrived - VT weld testing, Paul Feather

Wed Nov 28 00:05:07 GMT 2001

Plate w/ Large deflections - Need diaphragm stress at edge, Keith Fix
RE: Plate w/ Large deflections - Need diaphragm stress at edge, Brad Friederichs
Re: Plate w/ Large deflections - Need diaphragm stress at edge, Nels Roselund, SE
Re: A588 Steel (AKA Deere & Co.), Rhkratzse
Re: Nigerian Scam, Rhkratzse
Re: pressure-treating glu-lams, Rhkratzse
RE: LRFD 3rd edition has arrived - VT weld testing, Mark Gilligan
Side Plate Systems - Eureka Moment, desi j kiss
pressure-treating glu-lams, AWCINFO
RE: Plate w/ Large deflections - Need diaphragm stress at edge, Keith Fix
Re: Plate w/ Large deflections - Need diaphragm stress at edge, Keith Fix
RE: Nigerian Scam - Off Topic, Eric Green
Mechanical splices and Mexico, John Holliday
RE: Side Plate Systems - Eureka Moment, Carter, Charlie
RE: Side Plate Systems - Eureka Moment, Desi Kiss
RE: Plate w/ Large deflections - Need diaphragm stress at edge, Ron Hill
Re: pressure-treating glu-lams, Mark Gilligan
Re: pressure-treating glu-lams, Daryl Richardson
RE: Nigerian Scam - Off Topic, Christopher Wright
RE: Nigerian Scam - Off Topic, Eric Green
RE: Plate w/ Large deflections - Need diaphragm stress at edge, Despradel, Shukre/SEA
Re: Nigerian Scam - Off Topic, Daryl Richardson
Re: Nigerian Scam - Off Topic, vicpeng
TEST, Henry Gallart
RE: Nigerian Scam - Off Topic, Ron Hill
Cofar Deck, Sloey, Michael
Re: Side Plate Systems - Eureka Moment, Henry Gallart
Control joints in Elevated slabs, Hyndman, Keith
RE: Control joints in Elevated slabs, David L. Fisher
RE: Control joints in Elevated slabs, Hyndman, Keith
Re: Control joints in Elevated slabs, Jason Emoto
RE: Control joints in Elevated slabs, David L. Fisher
Re: Control joints in Elevated slabs, syed faiz ahmad

Thu Nov 29 00:57:20 GMT 2001

RE: Control joints in Elevated slabs, Sprague, Harold O.
Re: Side Plate Systems - Eureka Moment, sscholl2
Re: Control joints in Elevated slabs, Nigel Blair
Re: Side Plate Systems - Eureka Moment, Henry Gallart
TEST PLEASE DELETE, Shafat Qazi
Test 3 - Please Delete, Shafat Qazi
Test 4 Please Delete, BQESoftware
RE: Control joints in Elevated slabs (Re: Harold), Hyndman, Keith
Re: Control joints in Elevated slabs (Re: Harold), desi j kiss
RE: Control joints in Elevated slabs, Sprague, Harold O.
RE: Control joints in Elevated slabs (Re: Harold), Brian K. Smith
Re: Control joints in Elevated slabs (Re: Harold), Daryl Richardson
Re: FACTOR OF SAFETY AGAINST UPLIFT, Daryl Richardson
RE: FACTOR OF SAFETY AGAINST UPLIFT, Sherman, William
RE: FACTOR OF SAFETY AGAINST UPLIFT - message from Ashfaq Ahmed Khan - possible virus?, Peter James
Re: FACTOR OF SAFETY AGAINST UPLIFT - message from Ashfaq Ahmed Khan - possible virus?, Paul Feather
Delinquent Arizona Registrations, Roger Turk
RE: Control joints in Elevated slabs, Jim Kestner
RE: FACTOR OF SAFETY AGAINST UPLIFT - message from Ashfaq Ahmed K han - possible virus?, Caldwell, Stan
Re: FACTOR OF SAFETY AGAINST UPLIFT, Roger Turk
Wyoming Engineer, Brian K. Smith
Log homes, Greg Smith
private email for Re: Re: 1997 NDS Equation Error?, David B Merrick
Field Bar Bending, Speck, Todd M
Why all these tests?, Shafat Qazi
RE: Wyoming Engineer, Speck, Todd M
RE: Field Bar Bending, Roger Davis
Re: 1997 NDS Equation Error?, Gerard Madden
RE: Wyoming Engineer, Brian K. Smith
Re: Log homes, Daryl Richardson
TEST Please Delete, Henry Gallart
PML Reports, Paul Feather
Re: Side Plate Systems - Eureka Moment, Henry Gallart
RE: PML Reports, Gerard Madden
RE: Log homes, David Williams
Re: PML Reports, Paul Feather
RE: FACTOR OF SAFETY AGAINST UPLIFT, Ron Hill
Moment connections in tubes?, David Taubman
Re: PML Reports, Shafat Qazi
RE: PML Reports, Gerard Madden
Re: Delinquent Arizona Registrations, Hua Shen
Re: private email for Re: Re: 1997 NDS Equation Error?, Ken Peoples
[no subject], Cormac Eoghan Meaney
Re: Moment connections in tubes?, Keith Fix
Re: private email for Re: Re: 1997 NDS Equation Error?, Conrad Guymon

Fri Nov 30 02:48:42 GMT 2001

Re: Mechanical splices and Mexico, FRANCISCO HUERTA
Re: Nigerian Scam - Off Topic, Rhkratzse
Re: Side Plate Systems - Eureka Moment, Rhkratzse
Re: PML Reports, Rhkratzse
A warning to everyone-off topic, Melbec
Re: Control joints in Elevated slabs (Re: Harold), Nigel Blair
Re: Control joints in Elevated slabs (Re: Harold), syed faiz ahmad
dictionary, smail raisi
RE: Side Plate Systems - Eureka Moment, Jake Watson
RE: Delinquent Arizona Registrations, Bill Allen
RE: Delinquent Arizona Registrations, Roger Turk
Re: PML Reports, Christopher Wright
Re: A warning to everyone-off topic, Christopher Wright
RE: Moment connections in tubes?, Nicholas Blackburn
RE: PML Reports, Ed Najjarine
Fiber-reinforced concrete (was: Control joints in elevated slabs), Michael Hemstad
Re: private email for Re: Re: 1997 NDS Equation Error?, David B Merrick
RE: Log homes, Kari Moulton
RE: Fiber-reinforced concrete (was: Control joints in elevated slabs), Bob Ross
Timecard, Rodriguez, Marlou
OOPS timecard (please delete), Rodriguez, Marlou
RE: Fiber-reinforced concrete (was: Control joints in elevated sl abs), Sprague, Harold O.
PML Reports, Richard L. Hess
Re: Fiber-reinforced concrete (was: Control joints in elevated slabs), Paul Feather
Excel to AutoCAD, Martin W. Johnson
Excel to AutoCAD, Martin W. Johnson
Re: Excel to AutoCAD, Chris Towne
Wood Moment Frame?, Dan Goodrich
RE: Excel to AutoCAD, Gerard Madden
Re: Wood Moment Frame?, sscholl2
RE: Wood Moment Frame?, Gerard Madden
RE: Wood Moment Frame?, George Richards P.E.
Re: Wood Moment Frame?, Jason Kilgore
Re: Wood Moment Frame?, FSRahbar
Re: Excel to AutoCAD, Davis Parsons
Re: Wood Moment Frame?, Paul Feather
RE: Excel to AutoCAD, Gerard Madden
Re: Wood Moment Frame?, John Rose
RE: Wood Moment Frame?, Paul_Reilly
RE: Wood Moment Frame?, Dennis Wish
Re: Moment connections in tubes?, Henry Gallart
RE: dictionary, Sprague, Harold O.
Over or under?, Jason Kilgore
Re: Over or under?, vicpeng

Sat Dec 01 00:13:37 GMT 2001

Re: Over or under?, Tarek Mokhtar
Re: Over or under?, Paul Feather
Over or under?, Roger Turk
Returned mail, Paul Feather
RE: Control joints in Elevated slabs (Re: Harold), Tom Hammond
RE: Side Plate Systems - Eureka Moment, Carter, Charlie
RE: Control joints in Elevated slabs, Carter, Charlie
Nigerian Scam: Bank Fraud - Secret Service Handles this, CTFAIA
Nigerian Bank Fraud Scam - Secret Service, CTFAIA
Re: Wood Moment Frame?, chuckuc
Re: Over or under?, bkpaul
RE: dictionary, Goodson, Mary/SFO
RE: Over or under?, Foy, Warren
Re: Side Plate Systems - Eureka Moment, Henry Gallart
RE: Over or under?, syed faiz ahmad
Re: Returned mail, syed faiz ahmad
RE: Over or under?, Foy, Warren
January 2002 meeting, Forensic Engineering Technical Group, Los Angeles, SCHFUN

Sun Dec 02 01:43:44 GMT 2001

Re: Over or under?, Rick Burch
Re: Excel to AutoCAD, Jeng-Wei Li
RE: Excel to AutoCAD, Dennis Wish
ASTM A325 Bolt using DTI will the Section 7.1 Tension Califrator test still be needed?, Szuchuan Chang
RE: ASTM A325 Bolt using DTI will the Section 7.1 Tension Califra tor test still be needed?, Carter, Charlie
CONCRETE MOMENT FRAME RETROFIT, Sam Nisus
RE: CONCRETE MOMENT FRAME RETROFIT, Raul Labbé
RE: Excel to Acad, Dennis Wish

Mon Dec 03 05:15:36 GMT 2001

RE: Wood Moment Frame?, Dennis Wish
Re: seaint Digest for 30 Nov 2001, KMoore
Q: AASHTO M 314 "Standard Specification for Steel Anchor Bolts", Bill Polhemus
Re: AASHTO M 314 "Standard Specification for Steel Anchor Bolts", M. David Finley, P.E.
Re: Bending Anchor Bolts, John Pluta
Re: Over or under?, Jason Kilgore
RE: Bending Anchor Bolts, Carter, Charlie
Straw House structural values, Glenn Otto
Re: Straw House structural values, Rick . Drake
Re: Excel to AutoCAD, John Baranowsky
Re: Straw House structural values, sscholl2
RE: Straw House structural values, David L. Fisher
Re: Straw House structural values, Daryl Richardson
HELP: wind loading - International Codes of practice, tom
Re: Excel to AutoCAD, Jim Harris
Re: Bending Anchor Bolts, Daniel Luna
RE: HELP: wind loading - International Codes of practice, Sprague, Harold O.
Re: HELP: wind loading - International Codes of practice, Daryl Richardson
Re: HELP: wind loading - International Codes of practice, jccpc
RE: Straw House structural values, ken kirkland
: Fiber-reinforced concrete (was: Control joints in elevated sl abs), Michael Hemstad
over or under?, Michael Hemstad
Re: Wood Moment Frame?, Dan Goodrich
RE: : Fiber-reinforced concrete (was: Control joints in elevated sl abs), Pat Symons
RE: Wood Moment Frame?, FSRahbar
RE: Wood Moment Frame?, FSRahbar
Re: Wood Moment Frame?, Conrad Guymon
steel bending, Melnick, Scott
RE: Excel to AutoCAD, Mitchell J. Sklar
Open Web Joist reinforcement, Randy Diviney
Re: Wood Moment Frame?, Neil Moore
Re: Open Web Joist reinforcement, Keith Fix
RE: Open Web Joist reinforcement, Hyndman, Keith
Re: Wood Moment Frame?, Roger Turk
RE: Wood Moment Frame?, Dennis Wish
RE: Open Web Joist reinforcement, Jim Kestner
Have you any information on this firm?, Bill Marczewski
FW: Straw House structural values, T. Eric Gillham PE
Re: Have you any information on this firm?, Bob Ross
Re: Wood Moment Frame?, FSRahbar

Tue Dec 04 00:17:50 GMT 2001

Prestress Losses in a Concrete Dome with a Post-Tensioned Tension Ring, Nels Roselund, SE
Re: Have you any information on this firm?, GSKWY
RE: Straw House structural values, Dennis Wish
RE: Straw House structural values, Dennis Wish
Re: Straw House structural values, sscholl2
RE: Prestress Losses in a Concrete Dome with a Post-Tensioned Ten sion Ring, Adair, Joel
RE: Straw House structural values, Dennis Wish
RE: Open Web Joist reinforcement, Matthew Stuart
RE: Open Web Joist reinforcement, Matthew Stuart
RE: Open Web Joist reinforcement, Matthew Stuart
Re: Open Web Joist Reinforcement, Meyer, Jonathan
Re: Straw House structural values, Mark Webster
Straw houses, Glenn Otto
Re: RE: Straw House structural values, Bob Ross
Re[2]: Prestress Losses in a Concrete Dome with a Post-Tensi, JamesFulton
Hardy Frame, Robert Freeman
Straw house - serious this time, Glenn Otto
Dryvit (was Re: Straw house - serious this time), Paul Feather
Re: Re[2]: Prestress Losses in a Concrete Dome with a Post-Tensi, GSKWY
RE: Dryvit (was Re: Straw house - serious this time), Matthew Stuart
Dryvit (was Re: Straw house - serious th, Roger Turk
Mail not delivered, Matthew Stuart
New ASTM Steel Stud standards, Michael Bryson
shear friction, Mark Pemberton
RE: Dryvit / EIFS, Sprague, Harold O.
virus warning, Paul Crocker
Concrete Freezing, Dan Goodrich
RE: shear friction, Roger Davis
Re: virus warning, Amy Ellis
RE: virus warning, Donna Gochenaur
Pole Foundations, Randy Diviney
RE: RE: Straw House structural values, Dennis Wish
RE: virus warning, Ron Hill
RE: Pole Foundations, Roger Davis
Re: Pole Foundations, Daryl Richardson
virus warning, Roger Turk
Fw: IMPORTANT NOTIFICATION - VIRUS ALERT, vicpeng
Re: shear friction, ±è¿µÈ£

Wed Dec 05 01:00:12 GMT 2001

Re: Pole Foundations, Mario A. Tioli
Re: Concrete Freezing, ADFPE
Re: Concrete Freezing, sscholl2
Re: Concrete Freezing, Nels Roselund, SE
Re: Pole Foundations, Neil Moore
RE: Mail not delivered, R. E. Kroll
Spiral Welded Pipe, M. David Finley, P.E.
Re: Dryvit / EIFS, jccpc
increases to allowable soil pressure, Pat Clark
Concrete Freezing, Michael Hemstad
Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
Re: Concrete Freezing, Christopher Wright
RE: Seismic loads on mechanical and electrical components, Gerard Madden
code require column impact protection in warehouse?, Haan, Scott M.
Re: Concrete Freezing, Daryl Richardson
Re: Seismic loads on mechanical and electrical components, Rick . Drake
Re: code require column impact protection in warehouse?, Rick . Drake
RE: code require column impact protection in warehouse?, Haan, Scott M.
RE: Wood Moment Frame?, George Richards P.E.
Re: code require column impact protection in warehouse?, Ken Peoples
RE: code require column impact protection in warehouse?, Gerard Madden
Retractable Roof-very small, Brad Friederichs
RE: Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson

Thu Dec 06 00:03:56 GMT 2001

RE: Wood Moment Frame?, Dennis Wish
RE: Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
Flexible diaphragm, Bill Marczewski
RE: Flexible diaphragm, Gerard Madden
FW: 3-story woodframe building shake table experiment December 12, 2001, Dennis Wish
Re: Seismic loads on mechanical and electrical components, Nels Roselund, SE
RE: Seismic loads on mechanical and electrical components, Gerard Madden
RE: Flexible diaphragm, Dennis Wish
RE: code require column impact protection in warehouse?, Haan, Scott M.
RE: Seismic loads on mechanical and electrical components, Gerard Madden
RE: code require column impact protection in warehouse? -->racks, Haan, Scott M.
RE: Wood Moment Frame?, George Richards P.E.
Re: increases to allowable soil pressure, Chris Lillback
RE: code require column impact protection in warehouse? -->racks, Nick Arenson
RE: Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
cantilever rigid diaphragm analysis, David Taubman
RE: cantilever rigid diaphragm analysis, Gerard Madden
2002 SE Exam review, Gerard Madden
Finding Moment of Inertia of Solids in AutoCAD, Gina Gobo
RE: Finding Moment of Inertia of Solids in AutoCAD, Gerard Madden
Re: Seismic loads on mechanical and electrical components, sscholl2
Re: Flexible diaphragm, sscholl2
RE: Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
Finding Moment of Inertia of Solids in AutoCAD, Markajohn
RE: Excel to Acad, Markajohn
RE: Flexible diaphragm, Dennis Wish
RE: Wood Moment Frame?, Dennis Wish
Re: Concrete Freezing, Rhkratzse
Request of Removal from mailing list, prakash upadhyaya
Re: Retractable Roof-very small, Daryl Richardson
Re: Concrete Freezing, Daryl Richardson
Re: code require column impact protection in warehouse?, Ken Peoples
RE: Concrete Freezing, Glenn Otto
RE: Seismic loads on mechanical and electrical components, Sherman, William
RE: Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
RE: code require column impact protection in warehouse?, Haan, Scott M.
Re: Mail not delivered, Helen Zhou
RE: Retractable Roof-very small, Glenn Otto
RE: Finding Moment of Inertia of Solids in AutoCAD, Lucas Jolly
Re: increases to allowable soil pressure, Reza Dashti Asl
Un-bonded P-T in bridges, Mark Geoghegan
Two conditions in residential construction, Albert Meyer
Re: Two conditions in residential construction, Conrad Guymon
Re: Two conditions in residential construction, Paul Feather
RE: Two conditions in residential construction, Albert Meyer
Canopy Lateral Support, richard lewis
Re: Two conditions in residential construction, J. K.
RE: Finding Moment of Inertia of Solids in AutoCAD, YI
Re: Two conditions in residential construction, Jnapd
Re: Mail not delivered, Jnapd
Water Soluble Abrasive Blast Cleaning, JamesFulton
Re: FEMA Welding Requirements, FSRahbar
Re: Two conditions in residential construction, Jnapd
RE: Two conditions in residential construction, Caldwell, Stan
FW: Canopy Lateral Support, T. Eric Gillham PE
Skewed Bridge Deck Reinforcing, Tripp Howard

Fri Dec 07 00:04:02 GMT 2001

RE: Two conditions - Differential Settlement, Paul Crocker
Re: FEMA Welding Requirements, Rick . Drake
FW: Canopy Lateral Support, Roger Turk
Re: Skewed Bridge Deck Reinforcing, EphHirsch
RE: Un-bonded P-T in bridges, Raul Labbé
WTC Collapse Story, Rbengrguy
Re: Concrete Freezing (AKA "only plumbers"), Rhkratzse
Re: FEMA Welding Requirements, Bob Ross
Skewed Bridge Deck Reinforcing, Roger Turk
RE: Two conditions in residential construction, Dennis Wish
Re: Un-bonded P-T in bridges, Mark Geoghegan
RE: Skewed Bridge Deck Reinforcing, Lee, Calvin
RE: Un-bonded P-T in bridges, Raul Labbé
Re: Two conditions in residential construction, Mark Nowmos
Re: Un-bonded P-T in bridges, Mark Geoghegan
CA SE Exam Group, Gerard Madden
Re: FEMA Welding Requirements, Bob Ross
RE: CA SE Exam Group, Dennis Wish
Re: Two conditions in residential construction (ACI 'plain concrete'), Steven A.
RE: FEMA Welding Requirements, Carter, Charlie
RE: FEMA Welding Requirements, Carter, Charlie
Re: Two conditions in residential construction, Steven A.
Re: Skewed Bridge Deck Reinforcing, M. David Finley, P.E.
Your Suggestions Needed: Braced Frame Article, Gil Davis
RE: Finding Moment of Inertia of Solids in AutoCAD, Jamie Heupel
RE: Two conditions in residential construction (ACI 'plain concrete'), Roger Davis
Re: FEMA Welding Requirements, Rick . Drake
RE: Two conditions in residential construction, Tom Morrissey
RE: Two conditions in residential construction, Albert Meyer
Re: Un-bonded P-T in bridges, Roger Turk
Re: code require column impact protection in warehouse?, Ken Peoples
RE: FEMA Welding Requirements, Yousefi, Ben
Re: Skewed Bridge Deck Reinforcing, Daryl Richardson
Skewed bridge deck reinforcing, Michael Hemstad
lumber grade reduction, Mark Baker
Re: Two conditions in residential construction, Jnapd
Re: lumber grade reduction, TARNO COLEMAN
SC Bolts, Jim Kestner
RE: lumber grade reduction, George Richards P.E.
RE: SC Bolts, Carter, Charlie
Re: Unbonded P-T in bridges, Mark Geoghegan
Re: lumber grade reduction, Conrad Guymon
RE: SC Bolts, HEATH MITCHELL
License requirements for Hotel, Samir Ghosn
Re: FW: Canopy Lateral Support, richard lewis
Re: FW: Canopy Lateral Support, Conrad Guymon

Sat Dec 08 04:37:06 GMT 2001

RE: Two conditions in residential construction, Dennis Wish
Re: Two conditions in residential construction, Steven A.
Re: lumber grade reduction, chuckuc
RE: Two conditions in residential construction, Dennis Wish
Lateral pressure due to scrap metal, ijr
Re: Water Soluble Abrasive Blast Cleaning, GSKWY
Footing without reinforcing steel?, ken kirkland
RE: Un-bonded P-T in bridges, Raul Labbé
Design of elevated water storage tank, subi mohan
RE: Design of elevated water storage tank, Ron Hill
Re: Design of elevated water storage tank, sscholl2
Re: Design of elevated water storage tank, syed faiz ahmad
Re: Footing without reinforcing steel?, syed faiz ahmad
Re: Lateral pressure due to scrap metal, syed faiz ahmad
Re: Pole Foundations, syed faiz ahmad
Re: Two conditions in residential construction, Rhkratzse
Re: Footing without reinforcing steel?, Chris Lillback

Sun Dec 09 00:14:51 GMT 2001

RE: Pole Foundations, Dennis Wish
RE: Pole Foundations, syed faiz ahmad
RE: Pole Foundations, Neil Moore
RE: Pole Foundations, syed faiz ahmad

Mon Dec 10 03:33:26 GMT 2001

RE: Pole Foundations, Neil Moore
Change of E-mail Address, Dennis Wish
RE: Pole Foundations, syed faiz ahmad
RE: Footing without reinforcing steel?, Roger Davis
LARUCP Storage Rack Plan Check List Now Available, Becker, Rick
Suggestion, Jim Kestner
Survey: Joint/Ladder Reinf in Masonry, Michael Bryson
RE: Survey: Joint/Ladder Reinf in Masonry, George Richards P.E.
RE: Survey: Joint/Ladder Reinf in Masonry, Sprague, Harold O.
dynamic lateral force procedure, David Adie
RE: Survey: Joint/Ladder Reinf in Masonry, Paul Crocker
RE: Suggestion, Peter James
Re: dynamic lateral force procedure, Bob Ross
RE: Survey: Joint/Ladder Reinf in Masonry, Sherman, William
Re: dynamic lateral force procedure, Jnapd
RE: dynamic lateral force procedure, Sherman, William
Slip-Critical Connections in Stainless Steel, Nels Roselund, SE
Re: dynamic lateral force procedure, Christopher Wright
RE: Suggestion, Dennis Wish
Re: Reference Books for Survey test, Hua Shen
Radial Column Grid, richard lewis
RE: Radial Column Grid, Gerard Madden
RE: Radial Column Grid, Charles Espenlaub
FW: dynamic lateral force procedure, T. Eric Gillham PE
FW: dynamic lateral force procedure, Roger Turk
RE: dynamic lateral force procedure, Ron Hill
Mandatory Upgrade-when, Gerard Madden
Re: Slip-Critical Connections in Stainless Steel, David Sharp
Re: ACI 530 Masonry ASD, Conrad Guymon
Re: Footing without reinforcing steel?, Conrad Guymon
Wood shear wall aspect ratio (was Wood Moment Frame?), Conrad Guymon
Re: Reference Books for Survey test, desi j kiss
Re: Mandatory Upgrade-when, Ryan Lawton

Tue Dec 11 00:13:56 GMT 2001

RE: dynamic lateral force procedure, Michael Bryson
Concrete piles, Bill Kelley
Re: Mandatory Upgrade-when, Paul Feather
RE: dynamic lateral force procedure, Christopher Wright
Re: FW: dynamic lateral force procedure, Christopher Wright
RE: FW: dynamic lateral force procedure, Dennis Wish
Re: dynamic lateral force procedure, sscholl2
Re: Survey: Joint/Ladder Reinf in Masonry, sscholl2
Re: FW: dynamic lateral force procedure, sscholl2
Re: Slip-Critical Connections in Stainless Steel, Nels Roselund, SE
RE: Side Plate Systems - Eureka Moment, Lgengr
Microstation Users - Help!, T. Eric Gillham PE
Re: dynamic lateral force procedure, cmendoza
RE: Side Plate Systems - Eureka Moment, Carter, Charlie
Sliding snow distribution, Ken Peoples
Engineering Education & Professional Practice, Barry Welliver
RE: Engineering Education & Professional Practice, Jonathan Mallard
Drilled pier reinforcing, Bill Kelley
Sec 1815 UBC (slabs subject to expansive soils), LEDSTRUCTURES
Engineering Education & Professional Pra, Roger Turk
RE: Engineering Education & Professional Pra, Carter, Charlie
RE: Sec 1815 UBC (slabs subject to expansive soils), Sprague, Harold O.
Re: Engineering Education & Professional Practice, desi j kiss
RE: Engineering Education & Professional Practice, Barry Welliver
Re: Engineering Education & Professional Pra, Rick . Drake
RE: Sec 1815 UBC (slabs subject to expansive soils), Eric Green
Freezer building - thermal break, Daniel A. Estabrooks
RE: Engineering Education & Professional Pra, Barry Welliver
RE: Engineering Education & Professional Pra, Barry Welliver
RE: Freezer building - thermal break, Matthew Stuart
RE: Engineering Education & Professional Practice, Barry Welliver
RE: Freezer building - thermal break, Brian K. Smith
RE: Engineering Education & Professional Pra, Barry Welliver
Re: Mandatory Upgrade - when, Casano, Karen
RE: RE: Freezer building - thermal break, Matthew Stuart
RE: Sec 1815 UBC (slabs subject to expansive soils), Steve Widmayer
RE: Engineering Education & Professional Practice, Caldwell, Stan
Re: Engineering Education & Professional Pra, Christopher Wright
Re: Side Plate Systems - Eureka Moment, Henry Gallart
Winter Institute - One Week Reminder, Benjamin Baer
RE: Sec 1815 UBC (slabs subject to expansive soils), Caldwell, Stan
Pedestals, Chris Towne
Re: Freezer building - thermal break, Daryl Richardson
RE: Pedestals, Rogers, Robert
PSL Beam creep, dmorrow
RE: Mandatory Upgrade - when, Gerard Madden
Q: COMPRESSION Force On Anchor Bolts/Rods, Bill Polhemus
RE: PSL Beam creep, Michael Bryson
RE: COMPRESSION Force On Anchor Bolts/Rods, Gerard Madden
RE: PSL Beam creep, Paul Crocker
Re: Q: COMPRESSION Force On Anchor Bolts/Rods, COEngineer

Wed Dec 12 00:07:50 GMT 2001

RE: PSL Beam creep, Barry Welliver
RE: PSL Beam creep, Barry Welliver
RE: Survey: Joint/Ladder Reinf in Masonry, syed faiz ahmad
RE: Survey: Joint/Ladder Reinf in Masonry, Michael Bryson
PSL Beam creep, Roger Turk
RE: PSL Beam creep, Dennis Wish
RE: PSL Beam creep, Jeff Smith
leaving soldier pile lagging, Jeff Smith
Re: Engineering Education & Professional Practice, Nels Roselund, SE
Comfortable natural frequency, Syed A Masroor
Re: Excel to Acad, Jeng-Wei Li
RE: Comfortable natural frequency, Carter, Charlie
RE: COMPRESSION Force On Anchor Bolts/Rods, Carter, Charlie
RE: Freezer building - thermal break, Matthew Stuart
RE: Freezer Building - Thermal Breaks, Meyer, Jonathan
Re: Q: COMPRESSION Force On Anchor Bolts/Rods, Padmanabhan Rajendran
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Bill Polhemus
RE: Drilled pier reinforcing, Nicholas Blackburn
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Neil Moore
PSL Beam creep, dmorrow
Re: Engineering Education & Professional Practice, Christopher Wright
Recall: Excel to Acad, HEATH MITCHELL
RE: Excel to Acad, HEATH MITCHELL
RE: Engineering Education & Professional Practice, Joyce Fuss
RE: Engineering Education & Professional Practice, Jeff Haight
RE: Excel to Acad, Bob Chou
RE: Engineering Education & Professional Practice, Neil Moore
RE: Engineering Education & Professional Practice, David L. Fisher
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Roger Davis
RE: Engineering Education & Professional Practice, Jeff Chacon
RE: Engineering Education & Professional Practice, Roger Davis
RE: Excel to Acad, Cadraftsman !
Open Letter to Charlie Carter/AISC, Bill Polhemus
E-mail delivery failure notice, Roger Davis
RE: Engineering Education & Professional Practice, Dennis Wish
RE: Engineering Education and Professional Practice, Glenn Otto
Roof truss connectors, Imran Khan
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Padmanabhan Rajendran
Re: Engineering Education & Professional Practice, sscholl2
RE: Engineering Education and Professional Practice, George Richards P.E.
RE: Engineering Education & Professional Practice, sharonb
RE: Engineering Education and Professional Practice, Christopher Wright
Floor Deck LL, Ed Najjarine
Requiring soils reports, Albert Meyer
RE: Floor Deck LL, Albert Meyer
Re: Requiring soils reports, Domenic DeAngelo
Re: Open Letter to Charlie Carter/AISC, Ken Peoples
RE: Requiring soils reports, George Richards P.E.
RE: Requiring soils reports, Djebli, Ahcene
RE: Requiring soils reports, David L. Fisher
RE: Engineering Education & Professional Practice, Dennis Wish
Floor deck LL, Ed Najjarine
RE: Engineering Education & Professional Practice, Neil Moore
RE: Floor deck LL, Gerard Madden

Thu Dec 13 00:16:13 GMT 2001

RE: Floor deck LL, Albert Meyer
RE: Engineering Education & Professional Practice, Dennis Wish
RE: Engineering Education & Professional Practice, sharonb
RE: Engineering Education & Professional Practice, Neil Moore
Re: Survey: Joint/Ladder Reinf in Masonry, Paul Feather
RE: Engineering Education & Professional Practice, Barry Welliver
RE: Floor Deck LL, Gerard Madden
Re: Floor deck LL, Mark Baker
RE: Engineering Education & Professional Practice, Dennis Wish
RE: Floor deck LL, Issam Shahrouri
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Padmanabhan Rajendran
RE: Comfortable natural frequency, Ron Hill
rho, Mark Baker
RE: Requiring soils reports, Dennis Wish
RE: Mandatory Upgrade - when, Scott Maxwell
RE: Engineering Education and Professional Practice, Gary Ehrlich
RE: Engineering Education & Professional Practice, Dennis Wish
Re: Roof truss connectors, JamesFulton
Re:roof truss connectors, Imran Khan
Re: COMPRESSION Force On Anchor Bolts/Rods, ±è¿µÈ£
Soil Compaction, Padmanabhan Rajendran
RE: Q: COMPRESSION Force On Anchor Bolts/Rods, Bill Polhemus
Re: rho, Fariborz Tehrani
Re: Drilled Pier Reinforcing, Fred M. Turner
RE: rho, Paul Crocker
Soils Reports, Bruce Davison, P.Eng.
RE: Engineering Education & Professional Practice, Dennis Wish
Re: Requiring soils reports, Ken Peoples
RE: Open Letter to Charlie Carter/AISC, Carter, Charlie
Retrofit Diaphragm Blocking, Caswell, Philip J
RE: E-mail delivery failure notice, Bill Polhemus
Re: Requiring soils reports, sscholl2
Re: Floor Deck LL, Samir Ghosn
RE: Retrofit Diaphragm Blocking, Matthew Stuart
RE: Requiring soils reports, George Richards P.E.
RE: Roof truss connectors, Dennis Wish
Floor Deck LL, Ed Najjarine
RE: Retrofit Diaphragm Blocking, sharonb
RE: Requiring soils reports, Albert Meyer
RE: rho, Dave Evans
RE: Requiring soils reports, Roger Turk
Re: Floor deck LL, Conrad Guymon
Re: Excel to Acad, 윤중광
RE: Engineering Education & Professional Practice, Rick . Drake
RE: Requiring soils reports, George Richards P.E.
Re: rho, Mark Baker
[no subject], Albert Zvarick
COLA Shear Panel Testing Report Available thru ICBO-LABC, Becker, Rick
Re: Requiring soils reports, Rhkratzse
RE: rho, Paul Crocker
Re: Requiring soils reports, Chris Lillback
RE: Roof truss connectors, Imran Khan
Re: PSL Beam Creep, Renee Strand
Roof truss connectors, Roger Turk

Fri Dec 14 00:08:04 GMT 2001

Re: Requiring soils reports, Paul Feather
RE: Requiring soils reports, Dennis Wish
RE: Engineering Education & Professional Practice, Dennis Wish
Re: Requiring soils reports, Bob Ross
RE: Engineering Education & Professional Practice, Dennis Wish
Re: RE: Engineering Education & Professional Practice, Bob Ross
RE: RE: Engineering Education & Professional Practice, Dennis Wish
FW: FW: Engineering Education & Professional Pra, Carter, Charlie
Re: COMPRESSION Force On Anchor Bolts/Rods, Rhkratzse
Re:, Mark Nowmos
Re: Retrofit Diaphragm Blocking, sscholl2
RE: Engineering Education & Professional Practice, Neil Moore
Re: Engineering Education & Professional Practice, sscholl2
RE: Engineering Education & Professional Practice, Dennis Wish
RE: Retrofit Diaphragm Blocking, Dennis Wish
RE: Engineering Education & Professional Practice, Dennis Wish
RE:, Matthew Stuart
RE: FW: Engineering Education & Professional Pra, Barry Welliver
Bridge Design book recommendation, Ken Peoples
Hollow Core Precast Plank Repair?, Meyer, Jonathan
RE:, Djebli, Ahcene
Re: Bridge Design book recommendation, Paul Feather
Re: Hollow Core Precast Plank Repair?, vicpeng
RE: Algerian Diploma, Bill Polhemus
In the news, Alden Manipula, E.I.T.
RE: Algerian Diploma, Djebli, Ahcene
RE: Algerian Diploma, Peter James
RE: Hollow Core Precast Plank Repair?, Peter James
RE: Hollow Core Precast Plank Repair?, Nicholas Blackburn
Re: Hollow Core Precast Plank Repair?, GSKWY
Need Engineer in San Leandro area., Dennis Wish
RE: Algerian Diploma, Eric Green

Sat Dec 15 02:21:03 GMT 2001

Re: Need Engineer in San Leandro area., Steven A.
RE: FW: Engineering Education & Professi, Roger Turk
Re: Bridge design book recommendation, Thomas Paul Murphy
Re: Bridge design book recommendation, Paul Feather
Re: Bridge Design book recommendation, Bruce Pooley
ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy, Haan, Scott M.
shoring lagging remove or remain?, Jeff Smith
Re: Requiring soils reports, sscholl2
RE: shoring lagging remove or remain?, Haan, Scott M.
Re: shoring lagging remove or remain?, sscholl2
RE: shoring lagging remove or remain?, Jeff Smith
RE: ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy, Brent Koch
RE: ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy, Brent Koch
Re: ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy, Nacionales Alex
Modified footing design, Phillip Rogers
modified footing design, Phillip Rogers

Sun Dec 16 02:54:07 GMT 2001

Modified footing design, Phillip Rogers

Mon Dec 17 03:05:56 GMT 2001

modified footing design, Phillip Rogers
FW: Education - Math & Science Appropriations II, Pappas, Glen Lt Col USAF
RE: Education - Math & Science Appropriations II, Bill Polhemus
Re: FW: Education - Math & Science Appropriations II, Padmanabhan Rajendran
RE: FW: Education - Math & Science Appropriations II, Bill Polhemus
RE: FW: Engineering Education & Professi, Barry Welliver
Re: modified footing design, Daryl Richardson
RE: modified footing design, Bill Polhemus
Re: FW: Education - Math & Science Appropriations II, richard lewis
RE: FW: Education - Math & Science Appropriations II, Christopher Wright
Beams with web openings subject to fatigue, Ralph Benson
RE: FW: Education - Math & Science Appropriations II, Bill Polhemus
Re: Modified footing design, Daryl Richardson
Interference Body Bolts Availability, Ralph Benson
1998 California Building Code - Table 19A-A-8, Kurt Cornell
sorry about modified footing repeat, Phillip Rogers
Re: shoring lagging remove or remain?, Conrad Guymon
RE: FW: Education - Math & Science Appropriations II, Christopher Wright
Re: shoring lagging remove or remain?, chuckuc
RE: Requiring soils reports, RISSELL, MICHAEL E [Non-Pharmacia/1000]
Salt Storage in old concrete building, Ken Peoples
Soils report survey - Thanks, Albert Meyer
Notch Tough Welding Metal, Jim Kestner
Re: shoring lagging remove or remain?, Conrad Guymon
RE: Beams with web openings subject to fatigue, Rex Donahey
S.E. Exam, Ed Najjarine

Tue Dec 18 00:08:20 GMT 2001

RE: FW: Education - Math & Science Appropriations II, Dennis Wish
Re: Notch Tough Welding Metal, Christopher Wright
IBC 2000 Seismic maps, Barry Welliver
RE: S.E. Exam, Paul Crocker
FW: 1997 UBC 1633.2.8.1 (5) 3x requirement in IBC somewhere?, Haan, Scott M.
RE: Salt Storage in old concrete building, Peter James
Re: FW: Education - Math & Science Appropriations II, Nels Roselund, SE
Re: 1998 California Building Code - Table 19A-A-8, Steven A.
Foundation investigation, Ivy Chou
Re: IBC 2000 Seismic maps, Scott Maxwell
RE: IBC 2000 Seismic maps, Dennis Wish
Largest collection of structural engineering online courses, Overton Green
RE: IBC 2000 Seismic maps, Barry Welliver
RE: IBC 2000 Seismic maps, Scott Maxwell
RE: IBC 2000 Seismic maps, Scott Maxwell
RE: FW: Education - Math & Science Appropriations II, Bill Polhemus
RE: FW: Education - Math & Science Appropriations II, Bill Polhemus
Re: Salt Storage in old concrete building, Tom . Hunt
RE: IBC 2000 Seismic maps, Barry Welliver
Re: Modified footing design, Paul Feather
FW: Education - Math & Science Appropriations II, Greg Smith
Re: IBC 2000 Seismic maps, Dan Goodrich
RE: IBC 2000 Seismic maps, Barry Welliver
RE: IBC 2000 Seismic maps, Roger Turk
RE: IBC 2000 Seismic maps, Barry Welliver
RE: IBC 2000 Seismic maps, Barry Welliver

Wed Dec 19 02:05:50 GMT 2001

RE: IBC 2000 Seismic maps, Roger Turk
RE: Notch Tough Welding Metal, Carter, Charlie
Foundation investigation, Ivy Chou
Re: Foundation investigation, sscholl2
ASD vs. LRFD, Mitchell J. Sklar
New AISC Manual, Mitchell J. Sklar
Re: ASD vs. LRFD, Keith Fix
Re: FW: Education - Math & Science Appropriations II, Helen Zhou
RE: FW: Education - Math & Science Appropriations II, Bill Polhemus
RE: IBC 2000 Seismic maps, Caroline Kruse
Re: FW: Education - Math & Science Appropriations II, Conrad Guymon
Re: ASD vs. LRFD, michael . barbetta
RE: ASD vs. LRFD, Brian K. Smith
Re: ASD vs. LRFD, Keith Fix
Re: ASD vs. LRFD, Bob Ross
RE: FW: Education - Math & Science Appropriations II, Dennis Wish

Thu Dec 20 05:40:00 GMT 2001

RE: ASD vLRFD, HAWNENG
Re: ASD vLRFD, Mark Nowmos
seismic maps, Syed A Masroor
Re: ASD vLRFD, Eric Ober
ASD vs LRFD, Meyer, Jonathan
Re: ASD vLRFD, Rick . Drake
Re: ASD vs. LRFD, IMarinovic
actual reaction (was re: asd vs. lrfd), Carter, Charlie
RE: ASD vs. LRFD, Zachary Goswick
RE: ASD vLRFD, Adair, Joel
RE: ASD vLRFD, Keith Fix
RE: ASD vLRFD, Keith Fix
RE: ASD vLRFD, Bill Polhemus
Re: ASD vs LRFD, Christopher Wright
RE: seismic maps, Barry Welliver
RE: ASD vs LRFD, Bill Polhemus
RE: IBC 2000 Seismic maps, Kari Moulton
More ASD vs LRFD, ADFPE
RE: More ASD vs LRFD, Bill Polhemus
Re: ASD vLRFD, EphHirsch
RE: ASD vLRFD, Gerard Madden
RE: ASD vLRFD, Scott Maxwell
RetainPro printing problem, Ken Peoples
Re: More ASD vs LRFD, Keith Fix
Re: More ASD vs LRFD, Conrad Guymon
RE: More ASD vs LRFD, Nick Romano
Re: More ASD vs LRFD, Paul Feather
Increase of f'c over time, Barclay, George
RE: Increase of f'c over time, Gerard Madden
RE: More ASD vs LRFD, Joseph R. Grill, PE
Re: Increase of f'c over time, sscholl2

Fri Dec 21 00:08:53 GMT 2001

Re: RetainPro printing problem, D.A.
RE: Increase of f'c over time, Lucas Jolly
RE: Increase of f'c over time, Panos Trochalakis
Re: More ASD vs LRFD, Keith Fix
RE: Increase of f'c over time, Bill Polhemus
RE: More ASD vs LRFD, Bill Polhemus
RE: More ASD vs LRFD, Joseph R. Grill
Re: More ASD vs LRFD, Scott Maxwell
Fwd: ATC-50 Seminar, Shafat Qazi
RE: Salt Storage in old concrete building, syed faiz ahmad
Re: Increase of f'c over time, syed faiz ahmad
RE: Increase of f'c over time, Barclay, George
RE: Increase of f'c over time, Barclay, George
RE: Increase of f'c over time, Peter James
Excavating close to a building, RISSELL, MICHAEL E [Non-Pharmacia/1000]
Re: Increase of f'c over time, BCainse
RE: Excavating close to a building, Roger Davis
RE: Excavating close to a building, Jonathan Mallard
Re: RE: Increase of f'c over time, Bob Ross
Re: Excavating close to a building, sscholl2
Re: Increase of f'c over time, Daryl Richardson
Re: Increase of f'c over time, Chris Lillback
Stan's Annual Holiday Greeting, Caldwell, Stan
Re: Increase of f'c over time, Daryl Richardson
RE: Stan's Annual Holiday Greeting, Rogers, Robert
Tilt Up Pier "Hoop" requirements, Drew Randolph
Re: Excavating close to a building, Daryl Richardson
RE: Tilt Up Pier "Hoop" requirements, Gerard Madden
RE: Tilt Up Pier "Hoop" requirements, Drew Randolph
Season's Greetings, Daryl Richardson
RE: Season's Greetings, George Richards P.E.
Re: Increase of f'c over time/attn: Daryl Richardson, syed faiz ahmad
Re: Increase of f'c over time/attn: Daryl Richardson, syed faiz ahmad
RE: Season's Greetings, syed faiz ahmad
RE: Increase of f'c over time, Bill Polhemus
RE: Increase of f'c over time, Tom . Hunt
RE: Increase of f'c over time, Paul Crocker
Fw: IBC - Masonry Wall Anchorage, Dan Goodrich
RE: RetainPro printing problem, Harper, Mark
RE: RetainPro printing problem, Gerard Madden

Sat Dec 22 00:53:50 GMT 2001

Re: Excavating close to a building, sscholl2
Happy Holidays and Good Humor to all!, Dennis Wish
RE: Increase of f'c over time, syed faiz ahmad
Re: Excavating close to a building, Mark Gilligan
Excavating close to a building, G. Bunkers
Re: Increase of f'c over time, Daryl Richardson
Re: Excavating close to a building, Bob Ross
Re: Excavating close to a building, Daryl Richardson
Re: Increase of f'c over time/statistics in concrete mix design, syed faiz ahmad
Re: Stan's Annual Holiday Greeting, syed faiz ahmad
BEST WISHES FOR: MERRY CHRISTMAS/NEW YEAR 2002, syed faiz ahmad
Fire protection - Tilt-up buildings, Vitor Faustino Pereira

Sun Dec 23 04:31:27 GMT 2001

steel dumping tarrifs released, dennis pantazis
Re: Fire protection - Tilt-up buildings, Mark Nowmos

Mon Dec 24 04:36:47 GMT 2001

HAPPY MERRY X'MAS TO ALL, Mohammed Shahebuddin
Ray Pugliesi/Degenkolb is out of the office., pugliesi
Re: Increase of f'c over time, Tom . Hunt

Tue Dec 25 05:54:34 GMT 2001

Re: Increase of f'c over time, Daryl Richardson
RE: Engineering Education & Professional Practice, mohamed deen
RE: Engineering Education & Professional Practice, syed faiz ahmad

Wed Dec 26 07:34:25 GMT 2001

Min. Reinforcement in Pedestals, Karimzadegan
RE: Stan's Annual Holiday Greeting, Caldwell, Stan
Re: Min. Reinforcement in Pedestals, Conrad Guymon
RE: Fire protection - Tilt-up buildings, Gerard Madden
Re: Min. Reinforcement in Pedestals, Daryl Richardson
RE: Min. Reinforcement in Pedestals, Haan, Scott M.
RE: Fire protection - Tilt-up buildings, Haan, Scott M.
Split Rings, Keith De Lapp
RE: Stan's Annual Holiday Greeting/GOOD SENSE OF HUMOUR !!, syed faiz ahmad
RE: Split Rings, dennis pantazis
Plywood diaphragms, Mark Pemberton
RE: Plywood diaphragms, Gerard Madden
Retain Pro graphics printing, HBAP
Re: Plywood diaphragms, Conrad Guymon
RE: Min. Reinforcement in Pedestals, Roger Turk
Split Rings, Roger Turk

Thu Dec 27 00:07:14 GMT 2001

Elevator Shaft Design, Bill Marczewski
RE: Elevator Shaft Design, Gerard Madden
RE: Min. Reinforcement in Pedestals, Raul Labbé
Min. Reinforcement in Pedestals, Givechian, Medi
Split Rings, Keith De Lapp
Re: Min. Reinforcement in Pedestals, syed faiz ahmad
RE: Stan's Annual Holiday Greeting, Syed A Masroor
LARUCP Special Inspection Documents, Becker, Rick
Re: Be out of the list, yh xu
Min. Reinf. in large pedestals, Michael Hemstad
RE: Min. Reinf. in large pedestals, Haan, Scott M.
Re: Min. Reinf. in large pedestals, Forrest Braun
RE: Min. Reinf. in large pedestals, Haan, Scott M.

Fri Dec 28 05:04:50 GMT 2001

Re: Fire protection - Tilt-up buildings, Mark Nowmos
(3) unit Cinch Anchors, Drew Randolph
Re: (3) unit Cinch Anchors, syed faiz ahmad
LONGITUDINAL SPLIT IN HOLLOW CORE., syed faiz ahmad
RE: (3) unit Cinch Anchors, syed faiz ahmad
Re: (3) unit Cinch Anchors, COEngineer

Sat Dec 29 05:56:52 GMT 2001

Re: LONGITUDINAL SPLIT IN HOLLOW CORE., Hasan Hindawi
Re: Min. Reinforcement in Pedestals, Karimzadegan
Re: Min. Reinforcement in Pedestals, Karimzadegan
Re: Min. Reinforcement in Pedestals, Karimzadegan
Re: LONGITUDINAL SPLIT IN HOLLOW CORE., syed faiz ahmad
Re: Min. Reinforcement in Pedestals, Daryl Richardson

Sun Dec 30 05:11:15 GMT 2001

Re: Min. Reinforcement in Pedestals, Karimzadegan
Re: LONGITUDINAL SPLIT IN HOLLOW CORE., Hasan Hindawi
General Purpose Strutural Software, mark francois
Building the longest Cabled Stayed Bridge (in U.S.), Rbengrguy

Mon Dec 31 15:12:16 GMT 2001

RE: General Purpose Structural Software, Caldwell, Stan
RE: General Purpose Strutural Software, Paul Martin
Re: Min. Reinforcement in Pedestals, Dan Goodrich
ASCE Float in Tournament of Roses Parade, Caldwell, Stan
Brick Shelf to Grade Beam, richard lewis

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