Some recommendations...

SEAINT Mail Archive 2002 (Jan-Mar)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

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

Site Search:

Custom Search

Need a book? Civil and Structural Engineering book recommendations...

Messages: 2449

Wed Jan 02 05:45:46 GMT 2002

Re: Min. Reinforcement in Pedestals, Syed A Masroor
RE: Increase of f'c over time, Barclay, George
WISHES, Ampuero, Jhon
RE: WISHES, Bill Polhemus
RE: WISHES, MKnight
RE: WISHES, Bill Polhemus
RE: WISHES, MKnight
Crane Rails, MKnight
12/31/01 ENR Article, Matthew Stuart
Crane Rails, Roger Turk
AISC Eccentric Bolted Connection Tables, Markajohn
RE: Crane Rails, MKnight
Re: Crane Rails, Christopher Wright
RE: AISC Eccentric Bolted Connection Tables, HEATH MITCHELL
RE: Crane Rails, Sloey, Michael
RE: Crane Rails, Peter James
Fu for A-992 Steel, Jim Kestner
Re: Fu for A-992 Steel, Rick . Drake
RE: Fu for A-992 Steel, David Williams
RE: General Purpose Strutural Software, Joyce Fuss
Guam building code ??, Rick . Drake
FW: Guam building code ??, T. Eric Gillham PE

Thu Jan 03 05:30:04 GMT 2002

RE: AISC Eccentric Bolted Connection Tables, Markajohn
RE: Crane Rails, Peter James
Shear Tabs Connections with slotted holes, Jim Kestner
Re: Shear Tabs Connections with slotted holes, John Goodman
RE: Building the longest Cabled Stayed Bridge (in U.S.), Kimm, Victor
RE: Shear Tabs Connections with slotted holes, HEATH MITCHELL
Need Technical info on Montreal Olympic Stadium, Ken Byrne
Re: RE: Shear Tabs Connections with slotted holes, Steve Powell
Re: AISC Eccentric Bolted Connection Tables, Dan Goodrich
Wood Shearwall Deflection Calcs, Gerard Madden
test, Helen Zhou
seismic restraint at mechanical units, Joseph R. Grill, PE
RAM Programmer Interface, Terry Triest
RE: RAM Programmer Interface, HEATH MITCHELL
Re: Fu for A-992 Steel, Helen Zhou
Re: Wood Shearwall Deflection Calcs, Rhkratzse
Re: Wood Shearwall Deflection Calcs, Conrad Guymon
test, RISSELL, MICHAEL E [Non-Pharmacia/1000]
Recall: test, RISSELL, MICHAEL E [Non-Pharmacia/1000]
RE: Wood Shearwall Deflection Calcs, Paul Crocker
RE: Wood Shearwall Deflection Calcs, Gerard Madden
Re: Wood Shearwall Deflection Calcs, chuckuc
Ethic's Question, David Gorton

Fri Jan 04 00:05:55 GMT 2002

Re: Ethic's Question, vicpeng
RE: Ethic's Question, Gerard Madden
Re: seismic restraint at mechanical units, Nels Roselund, SE
Re: Ethic's Question, Paul Feather
Re: Ethic's Question, FSRahbar
Re: Ethic's Question, Ray Pixley
RE: Ethic's Question, Dennis Wish
RE: Ethic's Question, Dennis Wish
Re: Ethic's Question, Keith Fix
Live Load Reduction, Mitchell J. Sklar
Re: Live Load Reduction, Mark Nowmos
Re: Ethic's Question, Rhkratzse
Re: Ethic's Question, Rhkratzse
Re: seismic restraint at mechanical units, Rlfong
Re: seismic restraint at mechanical units, Rlfong
Re: Ethic's Question, sscholl2
Re: Ethic's Question, CarlS95
Re: Ethic's Question, Steven A.
Re: Ethic's Question, Bob Ross
geometric design of pedestrain bridge, Calvin Chang
SEA Membership, Mary Hoppe
RE: SEA Membership, Mitchell J. Sklar
RE: SEA Membership, Matthew Stuart
Design Loads for Residence, M. David Finley, P.E.
Re: Ethic's Question, Christopher Wright
[no subject], Canitz, Charles F NAB02
Re: Ethic's Question, chuckuc
Re: Design Loads for Residence, sscholl2
Re: geometric design of pedestrain bridge, Bob Ross
Re: Live Load Reduction, Daryl Richardson
RE: Live Load Reduction, Mitchell J. Sklar
Ethics Question, Michael Hemstad
Min concrete cover of reinforcement for swimming pool, Helen Zhou
RE: Min concrete cover of reinforcement for swimming pool, Arteaga, Ulises
RE: Min concrete cover of reinforcement for swimming pool, Jonathan Mallard
Re: Live Load Reduction, Daryl Richardson
Re: Live Load Reduction, Rhkratzse
Re: Live Load Reduction, Forrest Braun
RE: Min concrete cover of reinforcement for swimming pool, Scott Maxwell
Re: RE: Min concrete cover of reinforcement for swimming pool, Bob Ross
BOCA 1999, Albert Meyer
Re: BOCA 1999, Scott Maxwell
Re: Design Loads for Residence, Conrad Guymon
Re: Design Loads for Residence, Nels Roselund, SE

Sat Jan 05 03:23:18 GMT 2002

Re: Ethic's Question, Ray Pixley
Re: Ethic's Question, Daryl Richardson
Re: Ethic's Question, Ray Pixley
Need Technical info on Montreal Olympic Stadium, Ken Byrne
Re: Need Technical info on Montreal Olympic Stadium, Christopher Wright
Re: Ethic's Question, Christopher Wright
RE: Need Technical info on Montreal Olympic Stadium, Pat Symons
Re: Need Technical info on Montreal Olympic Stadium, syed faiz ahmad
Re: Design Loads for Residence, syed faiz ahmad
Min. Concrete Cover for Swimming Pool, syed faiz ahmad

Mon Jan 07 19:18:05 GMT 2002

Re: Business Opportunity, Marketing Dept
Re: Business Opportunity, GRileyPE
Re: Business Opportunity, Marketing Dept
Re: AISC on-line chats, vicpeng
Structural Engineering Failures, Benjamin Baer

Tue Jan 08 14:48:56 GMT 2002

ASCE 19, Jake Watson
RE: AISC on-line chats, Melnick, Scott
re: live load reduction, AHSAN HABIB
Re: Ethic's Question, AHSAN HABIB
Torsion in wide flange shapes, Harper, Mark
RE: Torsion in wide flange shapes, Michael Bryson
A 36 steel vs A992, Robert M. Hanson
RE: A 36 steel vs A992, Gerard Madden
Re: live load reduction, Daryl Richardson
Re: Torsion in wide flange shapes, Scott Maxwell
Re: A 36 steel vs A992, Scott Maxwell
RE: A 36 steel vs A992, Carter, Charlie
Re: A 36 steel vs A992, Rick . Drake
Re: Torsion in wide flange shapes, Rick . Drake
RE: A 36 steel vs A992, Sprague, Harold O.
RE: Torsion in wide flange shapes, Carter, Charlie
Re: Torsion in wide flange shapes, npitera
wood beam-to-beam & beam-to-column mortise-tenon connections, Haan, Scott M.
Cold Formed Joists, Bob Ross
Re: Cold Formed Joists, Keith Fix
RE: wood beam-to-beam & beam-to-column mortise-tenon connections, David Williams
RE: Cold Formed Joists, Haan, Scott M.
FRP wall panels - deflection limits, IMarinovic
RE: wood beam-to-beam & beam-to-column mortise-tenon connections, Barry Welliver
wood frame bldg deformation and windows, regis king

Wed Jan 09 00:13:45 GMT 2002

RE: wood frame bldg deformation and windows, Dick Sunshine, P.E.
Re: wood frame bldg deformation and windows, Conrad Guymon
Re: wood frame bldg deformation and windows, Regis King
wood frame building deformation, Bob Freeman
RE: wood frame bldg deformation and windows, George Richards P.E.
RE: wood frame bldg deformation and windows, Gerard Madden
Re: wood frame bldg deformation and windows, RLFOLEY
Re: wood frame bldg deformation and windows, Paul Feather
Re: wood frame bldg deformation and windows, Conrad Guymon
RE: wood frame bldg deformation and windows, Dennis Wish
Re: wood frame bldg deformation and windows, Keith De Lapp
Re: wood frame bldg deformation and windows, Keith De Lapp
Re: wood frame bldg deformation and windows, Keith De Lapp
RE: A 36 steel vs A992, Melnick, Scott
RE: A 36 steel vs A992, Carter, Charlie
RE: wood frame bldg deformation and windows, Haan, Scott M.
Permissible Sulfate Content in Concrete, John Joman
RE: Permissible Sulfate Content in Concrete, Sprague, Harold O.
Fatigue and Bowling Pins, Balmer James
Re: Torsion in wide flange shapes, Bob Ross
Re: RE: A 36 steel vs A992, Bob Ross
Re: Permissible Sulfate Content in Concrete, Samir Ghosn
Mathcad 2001 Professional & 2001i Professional, M. David Finley, P.E.
Ethic's Question, David Gorton
Re: Ethic's Question, FSRahbar
RE: Mathcad 2001 Professional & 2001i Professional, Mark E. Deardorff
Re: Fatigue and Bowling Pins, Ken Peoples
Re: Cold Formed Joists, Bob Ross
Re: Fatigue and Bowling Pins, vicpeng
RE: Fatigue and Bowling Pins, Caldwell, Stan
RE: Fatigue and Bowling Pins, Paul Crocker
RE: Mathcad 2001 Professional & 2001i Professional, Ed . Haninger
Re: Ethic's Question, Mark Baker
RE: Fatigue and Bowling Pins, Roger Turk
RE: Cold Formed Joists, David Williams
RE: Fatigue and Bowling Pins, Blomberg, Paul
Off Topic: Construction Humor, Caldwell, Stan
RE: Fatigue and Bowling Pins, Pat Symons

Thu Jan 10 00:29:24 GMT 2002

Structural Pipe-Flange Connections, Nels Roselund, SE
Re: Ethic's Question, R.P. Mehrotra/str
Re: A 36 steel vs A992, Mlcse
Re: Permissible Sulfate Content in Concrete, sscholl2
Re: Ethic's Question, Ray Pixley
RE: Fatigue and Bowling Pins, Balmer James
RE: Permissible Sulfate Content in Concrete, Matthew Stuart
RE: Permissible Sulfate Content in Concrete, Jonathan Mallard
RE: Permissible Sulfate Content in Concrete, Matthew Stuart
Chicago Area Snow Loads, Trent Nagele
Re: wood beam-to-beam & beam-to-column mortise-tenon connections, Bob Ross
RE: Chicago Area Snow Loads, Effland, Greg
RE: Permissible Sulfate Content in Concrete, Tom . Hunt
RE: Permissible Sulfate Content in Concrete, Sprague, Harold O.
RE: Structural Pipe-Flange Connections, David Williams
Re: RE: Cold Formed Joists, Bob Ross
Re: RE: Permissible Sulfate Content in Concrete, Bob Ross
Structural Pipe-Flange Connections, Michael Hemstad
Re: RE: Permissible Sulfate Content in Concrete, Rick . Drake
Re: Fatigue and Bowling Pins, Robert Kazanjy
RE: Chicago Area Snow Loads, Dave Nuttall
RE: Chicago Area Snow Loads, Dennis Wish
RE: Structural Pipe-Flange Connections, Sprague, Harold O.
RE: Structural Pipe-Flange Connections, Sprague, Harold O.
Measurement of Viscosity, Bill Polhemus
hollow clay tile, Mark Baker
Re: hollow clay tile, Peder Golberg
RE: Measurement of Viscosity, George Richards P.E.
Re: Measurement of Viscosity, desi j kiss
Re: Measurement of Viscosity, Conrad Guymon
Re: Measurement of Viscosity, desi j kiss
Re: Structural Pipe-Flange Connections, Nels Roselund, SE
Re: hollow clay tile, Nels Roselund, SE

Fri Jan 11 00:01:32 GMT 2002

UBC 2213A.8.3.1, RainCat1
Need ASTM Equivalents, Kipp . A . Martin
Re: hollow clay tile, Mark Baker
Bridge Classification, C M Iqbal
Re: hollow clay tile, Steven A.
Re: Measurement of Viscosity, Steven A.
Re: Measurement of Viscosity, Steven A.
Re: Measurement of Viscosity, Christopher Wright
RE: UBC 2213A.8.3.1, Satish J. Matani
RE: Measurement of Viscosity, Bill Polhemus
Re: hollow clay tile, Mark Baker
Re: Measurement of Viscosity, COEngineer
Re: Measurement of Viscosity, COEngineer
Layout program, Neil Moore
Re: hollow clay tile, Steven A.
Re: hollow clay tile, COEngineer
RE: Measurement of Viscosity, Christopher Wright
RE: Measurement of Viscosity, sudhir jagadale
Hollow Clay Tile, Michael Hemstad
RE: Measurement of Viscosity, Bill Polhemus
Adding brick shelf support to grade beam, richard lewis
RE: Adding brick shelf support to grade beam, Alden Manipula, E.I.T.
Re: Adding brick shelf support to grade beam, Davis Parsons
Re: Adding brick shelf support to grade beam, Keith Fix
Re: Adding brick shelf support to grade beam, Daryl Richardson
RE: Adding brick shelf support to grade beam, RISSELL, MICHAEL E [Non-Pharmacia/1000]
Drawing Requirements, Gerard Madden
Re: Drawing Requirements, Mark Baker

Sun Jan 13 05:42:19 GMT 2002

Construction Humor Followup, CarlS95

Mon Jan 14 03:24:25 GMT 2002

SEAOC 2002 Convention -- Call For Papers, Mlcse
SEAOI Excellence in Structural Design, Rbengrguy
Re: Test-Please delete, Juan C. Gray
Re: Adding brick shelf support to grade beam, richard lewis
RE: Measurement of Viscosity, Brent Koch
Structural Engineer Looking for Opportunity, James Lane, P.E.
RE: Drawing Requirements, Brent Koch
Re: Measurement of Viscosity, Steven A.
Re: Need ASTM Equivalents, syed faiz ahmad
Steel Moment Frames Connections-FEMA350, Sunil Gupta
Re: Steel Moment Frames Connections-FEMA350, Henry Gallart
Re: Steel Moment Frames Connections-FEMA350, Rick . Drake

Tue Jan 15 02:39:44 GMT 2002

AISC T.R. Higgins Award, Carter, Charlie
RE: Adding brick shelf support to grade beam, MKnight
Re: AISC T.R. Higgins Award, Steve Powell
OSHA stair landing requirement, Ken Peoples
RE: OSHA stair landing requirement, Sprague, Harold O.
Re: OSHA stair landing requirement, Les Rhinehart
Wind pressure software, Ken Peoples
RE: Wind pressure software, David Williams
ASTM 53, vicpeng
RE: ASTM 53, Peter James
Operating System Reccomendation Sought, Keith De Lapp
Re: ASTM 53, vicpeng
RE: Operating System Recommendation Sought, Caldwell, Stan
Re: Operating System Reccomendation Sought, Gil Brock
RE: Operating System Reccomendation Sought, David Williams
RE: Operating System Reccomendation Sought, Paul Pilarski
Re: Operating System Reccomendation Sought, Scott Maxwell

Wed Jan 16 00:01:13 GMT 2002

Re: Wind pressure software, Scott Maxwell
RE: Operating System Recommendation Sought, josephhy
Re: Wind pressure software, George Kelley
FW: Operating System Recommendation Sought, Terangue E. Remengesau Gillham
Re: FW: Operating System Recommendation Sought, Steve Privett
Re: Wind pressure software, Bruce Pooley
sap2000-nonlinear dynamic analysis, george pavlides
Cad Position in San Jose, Gerard Madden
Re: sap2000-nonlinear dynamic analysis, Padmanabhan Rajendran
Re: sap2000-nonlinear dynamic analysis, Christopher Wright
Net uplift on joists and joist girders, Alden Manipula, E.I.T.
Re: Net uplift on joists and joist girders, Keith Fix
RE: Net uplift on joists and joist girders, Sprague, Harold O.
RE: Net uplift on joists and joist girders, Adair, Joel
Warning to HP Calculator Users, Adair, Joel
RE: Warning to HP Calculator Users, Dave Adams
RE: Warning to HP Calculator Users, Gerard Madden
RE: Warning to HP Calculator Users, Haan, Scott M.
RE: Warning to HP Calculator Users, Jonathan Mallard
RE: Warning to HP Calculator Users, Joyce Fuss
Re: Warning to HP Calculator Users, Daryl Richardson
RE: Warning to HP Calculator Users, Paul Crocker
RE: Net uplift on joists and joist girders, Michael Bryson
Re: Operating System Recommendation Sought, Keith De Lapp
RE: Warning to HP Calculator Users, Donna Gochenaur
RE: Warning to HP Calculator Users, Rbengrguy
RE: Net uplift on joists and joist girders, Matthew Stuart
Warning to HP Calculator Users, Tom . Hunt
RE: Net uplift on joists and joist girders, Sprague, Harold O.
Import PDF into AutoCAD, John Whitty
FEES, Juan José Treff De la Mora
Re: Warning to HP Calculator Users, Steven A.
RE: Warning to HP Calculator Users, Brian K. Smith
RE: Net uplift on joists and joist girders, Michael Bryson
Re: Warning to HP Calculator Users, Jnapd
RE: Warning to HP Calculator Users, Kimm, Victor
Re: Warning to HP Calculator Users, npitera
Anchorage to Concrete, Reza Dashti Asl
RE: Net uplift on joists and joist girders, Effland, Greg
Re: Warning to HP Calculator Users, Keith Fix
Technical Aspect?, Dr. Valentin Shustov
RE: Warning to HP Calculator Users, Roger Turk
Re: Warning to HP Calculator Users, FSRahbar
Re: Warning to HP Calculator Users, Christopher Wright
RE: Warning to HP Calculator Users, Donna Gochenaur
Re: Warning to HP Calculator Users, Larry Hauer

Thu Jan 17 00:08:44 GMT 2002

Re: Warning to HP Calculator Users, Nacionales Alex
RE: Warning to HP Calculator Users, Scott, William N.
Re: Warning to HP Calculator Users, M. David Finley, P.E.
RE: Anchorage to Concrete, Glenn Otto
Ductile Concrete Shear Walls, Tom Higgins
Re: Wind pressure software, Albert J. Meyer, Jr.
job, KTarlow
RE: Net uplift on joists and joist girders, Michael Bryson
RE: Net uplift on joists and joist girders, Michael Bryson
RE: Warning to HP Calculator Users, Eric Green
RE: Net uplift on joists and joist girders, Sprague, Harold O.
Re: Wind pressure software, Bruce Pooley
RE: Anchorage to Concrete, Gary Ehrlich
RE:Warning to HP Calculator Users, Meyer, Jonathan
Technical Aspect?, Roger Turk
Re[2]: Net uplift on joists and joist girders, JamesFulton
RE: Warning to HP Calculator Users, Bill Polhemus
RE: Re[2]: Net uplift on joists and joist girders, Sprague, Harold O.
Re: Re[2]: Net uplift on joists and joist girders, Ed . Haninger
Re: sap2000-nonlinear dynamic analysis, mredling
Warning to HP Users, Bruce Davison, P.Eng.
Re: Re[2]: Net uplift on joists and jois, Roger Turk
Re: Re[2]: Net uplift on joists and joist girders, Ed . Haninger
RE: Warning to HP Calculator Users, Paul Crocker
Out-of-plane forces on concrete tiltup, or masonry walls, Dan Goodrich
RE: Warning to HP Calculator Users, Roger Turk
Re: Net uplift on joists and joist girders, Daryl Richardson
Technical Aspect?, Michael Hemstad
Re: Foundation investigation, Tom Higgins
Re: Foundation Underpinning, Tom Higgins
Re: Freezer building - thermal break, Tom Higgins
re: Warning to HP Calculator Users, Michael Hemstad
Re: Warning to HP Calculator Users, richard lewis
RE: Warning to HP Calculator Users, Paul Crocker
Re: Warning to HP Calculator Users, Roger Turk
Re: Warning to HP Calculator Users, Tom . Hunt
RE: Warning to HP Calculator Users, Gerard Madden
RE: Warning to HP Calculator Users, Eric Green
Re: Warning to HP Calculator Users, Daryl Richardson
RE: Ductile Concrete Shear Walls, Terangue E. Remengesau Gillham
Re: Warning to HP Calculator Users, Greg Varney, P.E.

Fri Jan 18 00:00:51 GMT 2002

Re: Warning to HP Calculator Users, Roger Turk
RE: Out-of-plane forces on concrete tiltup, or masonry walls, Barry Welliver
Q: "Stick-Built" Metal Building?, Bill Polhemus
Re: Warning to HP Calculator Users, richard lewis
Re: Warning to HP Calculator Users, richard lewis
Q: "Stick-Built" Metal Building?, Roger Turk
RE: "Stick-Built" Metal Building?, Bill Polhemus
RE: Warning to HP Calculator Users, Bill Polhemus
Re: Q: "Stick-Built" Metal Building?, Regis King
RE: "Stick-Built" Metal Building?, Jim Kestner
Re: "Stick-Built" Metal Building?, Paul Feather
RE: "Stick-Built" Metal Building?, Matthew Stuart
RE: Q: "Stick-Built" Metal Building?, George Richards P.E.
RE: "Stick-Built" Metal Building?, Effland, Greg
RE: Q: "Stick-Built" Metal Building?, Bill Polhemus
"Stick Built Metal Building", Bruce Davison, P.Eng.
RE: Q: "Stick-Built" Metal Building?, Bill Polhemus
RE: Q: "Stick-Built" Metal Building?, Michael Bryson
RE: Q: "Stick-Built" Metal Building?, Caldwell, Stan
wood screw callout, Mark Baker
Re: wood screw callout, Mike Perakis
Re: seaint Digest for 17 Jan 2002, Dr. Valentin Shustov
Re: seaint Digest for 17 Jan 2002, Dr. Valentin Shustov
Re: Need ASTM Equivalents, syed faiz ahmad

Sat Jan 19 02:10:29 GMT 2002

Re: Warning to HP Calculator Users, Rbengrguy
Ad: upcoming AISC seminars -- seismic, Carter, Charlie
Re: wood screw callout, Nels Roselund, SE

Sun Jan 20 00:12:45 GMT 2002

z-shaped wood panel shearwalls?, Haan, Scott M.
Illinois SE EXAM, Rbengrguy
dynamic effect of fluids stored in tanks, FAIZEE Faizal Rahiman [HIAF]
RE: dynamic effect of fluids stored in tanks, Ron Hill

Mon Jan 21 00:40:54 GMT 2002

Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
Re: Splicing of precast concrete piles, M. David Finley, P.E.
Re: dynamic effect of fluids stored in tanks, Padmanabhan Rajendran
Re: Splicing of precast concrete piles, Padmanabhan Rajendran
Virus warning - gelca - using seaint addresses, Peter James
RE: Virus warning - gelca - using seaint addresses, Caldwell, Stan
RE: dynamic effect of fluids stored in tanks, Scott, William N.
Re: z-shaped wood panel shearwalls?, Dave Evans
Announcement: New Data available, Shafat Qazi
Cap Beam Shear Wall System, Michael Bryson

Tue Jan 22 00:28:27 GMT 2002

Load under soffit, ken kirkland
Re: Virus warning - gelca - using seaint addresses, Steven A.
RE: Load under soffit, George Richards P.E.
Re: virus warning -gelca-, Roger Turk
Question about seismic lateral deflection, Cliff Schwinger
Re: virus warning -gelca-, Hasan Hindawi
RE: Question about seismic lateral deflection, Dennis Wish
RE: Load under soffit, syed faiz ahmad
Re: Load under soffit, Peieng5590
Tilt-Up Panel Base Connection to Footing, Matthew Stuart
painting and coatings, Melnick, Scott
Tilt-up panel connection at base, HBAP
RE: Tilt-up panel connection at base, Matthew Stuart
RE: Warning to HP Calculator Users - Repair Address, Donna Gochenaur
Re: Question about seismic lateral deflection, Daryl Richardson
Re: Question about seismic lateral deflection, Paul Feather
Off Topic - No Humor, Padmanabhan Rajendran
Concrete design flowchart, George M Ghaly
RE: Concrete design flowchart, Bill Polhemus
RE: Concrete design flowchart, Gerard Madden
Design flowcharts, Matthew Stuart
RE: Design flowcharts, Gerard Madden
RE: Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
RE: Design flowcharts, Matthew Stuart
Re: Design flowcharts, Conrad Guymon
RE: Splicing of precast concrete piles, Padmanabhan Rajendran
RE: Concrete design flowchart, Adranly, Samar
Load Indicating Washers., vicpeng
Re: Concrete design flowchart, Steven A.
Re: Concrete design flowchart, Steven A.

Wed Jan 23 00:04:48 GMT 2002

Re: Load Indicating Washers., Conrad Guymon
Re: Load Indicating Washers., Regis King
RE: Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
Re: Tilt-up panel connection at base, Richard L. Hess
Re: Load Indicating Washers., Gerry Bader
Belleville Washers, vicpeng
Re: Load Indicating Washers., r nester
Structural Peer Review Service, Matthew Stuart
Structural Peer Review Service, Matthew Stuart
curtain wall definition, fred flintstone
RE: curtain wall definition, Matthew Stuart
Non-shrink grout at steel columns, Albert Meyer
RE: Non-shrink grout at steel columns, Matthew Stuart
RE: Non-shrink grout at steel columns, John Whitty
Grouting CMU walls, Lynn H
Re: AISC T.R. Higgins Award, SCENG
~Please help, SCENG
Re: NIH, Carlos García
RE: Grouting CMU walls, Albert Meyer
RE: ~Please help, Matthew Stuart
RE: Structural Peer Review Service, Matthew Stuart
FW: Structural Peer Review Service, Matthew Stuart
Stopping That Truck !!, Caldwell, Stan
RE: Stopping That Truck !!, Pappas, Glen Lt Col USAF
RE: Stopping That Truck !!, Nicholas Blackburn
Re: Stopping That Truck !!, M. David Finley, P.E.
RE: Non-shrink grout at steel columns, Effland, Greg
Re: Stopping That Truck !!, Scott A Jensen/SAJ5/CC01/INEEL/US
Re: Stopping That Truck !!, Walt Sawruk
RE: NIH, Bill Polhemus
Re: Non-shrink grout at steel columns, Nels Roselund, SE
Re: Construction Humor Addition, ECVAl3
SEISMIC PERFORMANCE OF INTEGRAL ABUTMENTS, Waldemar Quiles
RE: Stopping That Truck !!, syed faiz ahmad
RE: SEISMIC PERFORMANCE OF INTEGRAL ABUTMENTS, Jonathan Mallard
RE: Cap Beam Shear Wall System, Eric Lehmkuhl
RE: Cap Beam Shear Wall System, Michael Bryson

Thu Jan 24 00:28:56 GMT 2002

Re: Stopping That Truck !!, Cliff Schwinger
Re: Grouting CMU walls, Steven A.
Re: Question about seismic lateral deflection, Cliff Schwinger
braced frame - double angles in ETABS, Gina Gobo
Dual system combined concrete shear wall/concrete SMRF, Tom Higgins
RE: braced frame - double angles in ETABS, Gerard Madden
RE: Warning to HP Calculator Users - Repair Address, Mark Geoghegan
Foundations, Martin N. Pohll
RE: Warning to HP Calculator Users - Repair Address, Dennis Wish
Re: Question about seismic lateral deflection, Scott Maxwell
Re: virus warning -gelca-, cmendoza
Re: Concrete design flowchart, syed faiz ahmad
Flat-plate structure - sway analysis, Dr. Prasad
Why The Last Minute Building Code Issues in 1999? (was "Question about seismic lateral deflection"), Bill Polhemus
Beam Connection Design, Mark Seifried
Existing Brick Anchorage, Canitz, Charles F NAB02
RE: Why The Last Minute Building Code Issues in 1999? (was "Quest ion about seismic lateral deflection"), Albert Meyer
RE: Foundations, Mark Pemberton
RE: Foundations, Mark Pemberton
RE: Foundations, Haan, Scott M.
Re: Existing Brick Anchorage, Nels Roselund, SE
FW: Dual system combined concrete shear wall/concrete SMRF, Terangue E. Remengesau Gillham
Re: Stopping That Truck !!, John MacLean
RE: Cap Beam Shear Wall System, Eric Lehmkuhl

Fri Jan 25 00:00:28 GMT 2002

Seismic zone in DR, Javier Encinas
RE: Seismic zone in DR, Gerard Madden
RE: Seismic zone in DR, Joe Stroud
Vibration Problem, David Compton
RE: Foundations, Raul Labbé
RE: Vibration Problem, Glenn Otto
HP demise story???, Rbengrguy
Please take off mailing list, SCENG
Please take off mailing list, Edgar Surla
Re: Vibration Problem, John Schenne
Re: Vibration Problem, Jnapd
RE: Stopping That Truck !!, MKnight
RE: Vibration Problem, Matthew Stuart
RE: Mass Lumping, Sandip . Gatkal
RE: Vibration Problem, Pappas, Glen Lt Col USAF
RE: Vibration Problem, Roger Turk
Concrete slab spec, David Williams
RE: Concrete slab spec, Reynold Franklin
RE: Vibration Problem, Pappas, Glen Lt Col USAF
Re: Concrete slab spec, sscholl2
Re: Concrete slab spec, JamesFulton
RE: Stopping That Truck !!, Caldwell, Stan
Re: Vibration Problem, Nels Roselund, SE
Re: Vibration Problem, Daryl Richardson
Brick Dome Design, JEFF CORONADO
Re: Brick Dome Design, jccpc
P-Delta analysis, maaz siddig ibrahim
RE: Stopping That Truck !!, Dick_Roberts
RE: curtain wall definition, Harper, Mark
RE: Stopping That Truck !!, Roger Turk
Re: Please take off mailing list, SCENG
Re: Vibration Problem, syed faiz ahmad
AB 640- CCC POWER GRAB TO SHUT DOWN CONSTRUCTION/DEVELOPMENT, Nick Arenson
RE: Concrete slab spec, David Williams
Re: Concrete slab spec, syed faiz ahmad
Re: Concrete slab spec, syed faiz ahmad
IBC Load combinations, Jake Watson
RE: IBC Load combinations, David Williams
Re: Brick Dome Design, Nels Roselund, SE
Re: Brick Dome Design, Paul Feather
RE: IBC Load combinations, Jake Watson
RE: geometric design of pedestrain bridge, Jyouru_Lyang

Sun Jan 27 19:24:40 GMT 2002

SWEDE BEAMS, syed faiz ahmad
EMPIRICAL RELATIONS FOR THICKNESSES., syed faiz ahmad
RE: EMPIRICAL RELATIONS FOR THICKNESSES., Sprague, Harold O.

Mon Jan 28 00:56:21 GMT 2002

RE: SWEDE BEAMS, Dennis Wish
RE: SWEDE BEAMS/THANX, INDEED!!, syed faiz ahmad
Re: Brick Dome Design, Jim Getaz
RE: EMPIRICAL RELATIONS FOR THICKNESSES., Sherman, William
Subject: Snow Loads on existing roofs due to the addition of New Mechanical Equipment., Hyndman, Keith
Determining Domestic Steel, Randy Diviney
RE: IBC Load combinations, David Williams
Wind Speed in Samoa?, Dan Goodrich
Re: Determining Domestic Steel, Christopher Wright
IBC Load combinations, Allen Adams
RE: Please take off mailing list, Caldwell, Stan
Re: Please take off mailing list, Paul Feather
Re: Determining Domestic Steel, David Sharp
RE: Wind Speed in Samoa?, David Williams
online study, Naief Al-Hazmi
Job Opportunity - VDOT Commissioner - REALLY It's TRUE!!, Jonathan Mallard
RE: EMPIRICAL RELATIONS FOR THICKNESSES., syed faiz ahmad
RE: EMPIRICAL RELATIONS FOR THICKNESSES., syed faiz ahmad
Bomb Blast proof structures, Ed Najjarine
RE: EMPIRICAL RELATIONS FOR THICKNESSES., syed faiz ahmad
RE: Bomb Blast proof structures, Pappas, Glen Lt Col USAF
NON-EXPENSIVE SOFTWARE, Juan José Treff De la Mora
SHALLOW FOUNDATIONS, Juan José Treff De la Mora
Anchor Bolt Splice, Drew Randolph
Air Ducts in Slabs-on-Grade ?, Caldwell, Stan
Re: Bomb Blast proof structures, Henry Gallart
RE: Bomb Blast proof structures, Pat Symons
Recall: Bomb Blast proof structures, Pat Symons
RE: Anchor Bolt Splice, RISSELL, MICHAEL E [Non-Pharmacia/1000]
RE: Air Ducts in Slabs-on-Grade ?, Kari Moulton
IBC & ASCE 7-98 Wind, Conrad Guymon
Re: AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, Tom Higgins
Re: SHALLOW FOUNDATIONS, Conrad Guymon
Re: Flat Slabs, Tom Higgins

Tue Jan 29 02:11:04 GMT 2002

Re: Flat Slabs, Cliff Schwinger
RE: Anchor Bolt Splice, Carter, Charlie
Overchute design, Julian Chu
Repost: Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
Fp, Equipment Seismic Load, RainCat1
Re: Repost: Splicing of precast concrete piles, GSKWY
Re: Anchor Bolt Splice, David Sharp
Re: Repost: Splicing of precast concrete piles, Padmanabhan Rajendran
Repost: Splicing of precast concrete pil, Roger Turk
RE: Fp, Equipment Seismic Load, Sherman, William
RE: Fp, Equipment Seismic Load, Sherman, William
Re: Fp, Equipment Seismic Load, Rick . Drake
Re: Overchute design, Daryl Richardson
Re: Fp, Equipment Seismic Load, Follow Up Question, RainCat1
Table 16A-K or 16-K of 1998 California Building Code?, Cheng, Peter
Re: Fp, Equipment Seismic Load, Follow Up Question, Rick . Drake
RE: Air Ducts in Slabs-on-Grade ?, Matthew Stuart
Re: RE: Ductile Concrete Shear Walls, Tom Higgins
Collateral ceiling load, David Williams
Table 16A-K or 16-K of 1998 California Building Code?, Tom . Hunt
RE: Collateral ceiling load, Effland, Greg
Re: RE: Ductile Concrete Shear Walls, Roger Turk
Collateral ceiling load, Roger Turk
RE: Cap Beam Shear Wall System, Michael Bryson
Re: Air Ducts in Slabs-on-Grade ?, Forrest Braun
Wind load on parapets, Reza Dashti Asl
Re: Collateral ceiling load, syed faiz ahmad

Wed Jan 30 01:34:09 GMT 2002

NDS Flat Use Factor, Nels Roselund, SE
Code Interpretation, RainCat1
Re: Code Interpretation, Scott Maxwell
Re: Code Interpretation, Jnapd
Enhanced Metafile, testing, Szuchuan Chang
Test, Szuchuan Chang
Minimum Flexural Strength of Columns, Alex C. Nacionales
RE: NDS Flat Use Factor, Roger Davis
Re: Minimum Flexural Strength of Columns, eric
NDS Flat Use Factor, AWCInfo
Collateral ceiling load, Jim Harris
RE: NON-EXPENSIVE SOFTWARE, Donna Gochenaur
Slab on Grade for Light Industrial, Balmer James
old "unfinished" and "finished" bolts, Dave Evans
Re: Slab on Grade for Light Industrial, desi j kiss
[Fwd: Wind Load on Parapets], Daryl Richardson
Omega for Wood Shearwall Hold-Downs, Gerard Madden
[Fwd: Wind Load on Parapets], Daryl Richardson
RE: Slab on Grade for Light Industrial, Roger Davis
Re: [Fwd: Wind Load on Parapets], Reza Dashti Asl
RE: Slab on Grade for Light Industrial, Djebli, Ahcene
Re: Omega for Wood Shearwall Hold-Downs, Larry Hauer
Thank You All, Terangue E. Remengesau Gillham
Re: Omega for Wood Shearwall Hold-Downs, Conrad Guymon
Re: [Fwd: Wind Load on Parapets], Daryl Richardson

Thu Jan 31 00:13:57 GMT 2002

Re: Omega for Wood Shearwall Hold-Downs, Paul Feather
RE: Slab on Grade for Light Industrial, Scott Maxwell
Slab Embedment Question, CanitzCF
Re: Collateral ceiling load, Paul Ransom
RE: Repost: Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
Re: Slab Embedment Question, Scott Maxwell
Repost: Flat-plate structure - sway analysis, Dr. Prasad
RE: Test, Bill Polhemus
RE: Code Interpretation, Bill Polhemus
RE: Slab on Grade for Light Industrial, Bill Polhemus
Use of precast conc. columns to support steel beams and other iss ues, Albert Meyer
elevator hoist beam, David Adie
Re: old "unfinished" and "finished" bolts, David Sharp
RE: elevator hoist beam, Nicholas Blackburn
RE: elevator hoist beam, Hyndman, Keith
Remove me, John S
Re: NIH, Friedrich Horacio Tello Bardales
Re: elevator hoist beam, Daryl Richardson
Re: elevator hoist beam, Ib sa
RE: elevator hoist beam, Gerard Madden
RE: elevator hoist beam, Foy, Warren
RE: elevator hoist beam, Gerard Madden
RE: elevator hoist beam, Jason Emoto
RE: Repost: Flat-plate structure - sway analysis, Eric Lehmkuhl
Bolt perforations, Juan C. Gray

Fri Feb 01 00:13:33 GMT 2002

Re: elevator hoist beam, Jeng-Wei Li
Re: elevator hoist beam, Mark D. Anderson PE
Re: elevator hoist beam, Rick Burch
Floor slab on grade, Kevin Below
RE: Bolt perforations, Carter, Charlie
Seismic evaluation of an old concrete building, Kevin Below
Re: Collateral ceiling load, MSSROLLO
Off subject: US Dollar bill, D B AMIN
Screen Floor design parameters, Ken Peoples
Long Building in Zone 3, Meyer, Jonathan
Re: Screen Floor design parameters, sscholl2
Re: Screen Floor design parameters, Ken Peoples
Charlie Carter - Congrats, Sprague, Harold O.
Re: Seismic evaluation of an old concrete building, Daryl Richardson
Floor slab on grade, Kevin Below
RE: Floor slab on grade, Gerard Madden
RE: Charlie Carter - Congrats, Bill Polhemus
Structural II Exam, Joseph R. Grill, PE
RE: Charlie Carter - Congrats, Gerard Madden
Structural II Exam, Joseph R. Grill, PE
RE: Structural II Exam, Yang Jiang
RE: Seismic evaluation of an old concrete building, Sprague, Harold O.
P-Delta analysis, maaz siddig ibrahim
RE: Structural II Exam, Robert M. Hanson
Re: Charlie Carter - Congrats, Juan C. Gray
RE: Structural II Exam, Matthew Stuart
RE: Structural II Exam, Matthew Stuart
RE: Charlie Carter - Congrats, Terry Triest
RE: P-Delta analysis, Sherman, William
Re: Structural II Exam, Eric Ober
RE: P-Delta analysis, Haan, Scott M.
RISA Question, CanitzCF

Sat Feb 02 00:05:25 GMT 2002

RE: RISA Question, Gerard Madden
Visual Basic, Keith De Lapp
RE: Visual Basic, Gerard Madden
Snow load - Projected or sloped?, Julian Chu
Re: Visual Basic, Keith De Lapp
RE: Snow load - Projected or sloped?, Haan, Scott M.
Re: Snow load - Projected or sloped?, Randy Vogelgesang
Lack of Drafters, Gerard Madden
HP calculator story, Rbengrguy
Re: Lack of Drafters, Christopher Wright
Re: elevator hoist beam, Mark Nowmos
Re: Structural II Exam, Scott Maxwell
Column Stiffeners, Alex C. Nacionales
RE: Lack of Drafters, Carter, Charlie
Re: Lack of Drafters, Keith Fix
Re: Lack of Drafters, Neil Moore
P-Delta Analysis(clarification), maaz siddig ibrahim
RE: RISA Question, Mark E. Deardorff
Re: Lack of Drafters, Paul Feather
RE: Column Stiffeners, Carter, Charlie
Re: Column Stiffeners, Alex C. Nacionales
Re: Lack of Drafters, Steel Tech N.A. Inc.
FW:HUMOUR IN ENGINEERING!! :OFF TOPIC/ Why Women Marry Engineers, syed faiz ahmad
FW:HUMOUR IN ENGINEERING!! :OFF TOPIC/ Why Women Marry Engineers, syed faiz ahmad
Re: Lack of Drafters, Christopher Wright
Re: Lack of Drafters, Cliff Schwinger
live load in ASSHTO, chuanming zhang
RE: P-Delta Analysis(clarification), Haan, Scott M.
RE: P-Delta Analysis(clarification), Haan, Scott M.

Sun Feb 03 00:56:51 GMT 2002

RE: HUMOUR IN ENGINEERING!! :OFF TOPIC/ Why Women Marry Engineers, Lisa Black
Re: P-Delta Analysis(clarification), Daryl Richardson
Re: Column Stiffeners, Padmanabhan Rajendran
RE: Column Stiffeners, Carter, Charlie
Re: Lack of Drafters + another issue, Rbengrguy

Mon Feb 04 00:51:30 GMT 2002

RE: Lack of Drafters, Dennis Wish
Re: Lack of Drafters + another issue, Cliff Schwinger
Re: Lack of Drafters, Lynn H
Re: Lack of Drafters, Paul Feather
RE: Lack of Drafters, Dennis Wish
RE: Charlie Carter - Congrats, Syed A Masroor
Re: Column Stiffeners, Alex C. Nacionales
Re: Column Stiffeners, Alex C. Nacionales
Re: Column Stiffeners, sudhir jagadale
pool pour joints, PFFEI
Joining Concrete made with different aggregate, mark francois
RE: Lack of Drafters + another issue, Dave Nuttall
RE: Lack of Drafters (& more), Barry Welliver
Crack Control Joints - Unreinforced Slab on Grade, Bill Polhemus
RE: Lack of Drafters, Greg Ayala
RE: Crack Control Joints - Unreinforced Slab on Grade, Jim Kestner
Crack Control Joints - Unreinforced Slab, Roger Turk
Re: Crack Control Joints - Unreinforced Slab on Grade, Tom . Hunt
RE: Crack Control Joints - Unreinforced Slab on Grade, Matthew Stuart
RE: Lack of Drafters, Peter James
RE: pool pour joints, Roger Davis
Re: Joining Concrete made with different aggregate, syed faiz ahmad
Re: Crack Control Joints - Unreinforced Slab on Grade, syed faiz ahmad
RE: Lack of Drafters + another issue, Dennis Wish
Re: Omega for Wood Shearwall Hold-Downs, J. K.
RE: Lack of Drafters + another issue, Gerard Madden
Request for Scope of Work, Reynold Franklin
Frustrated in San Jose, Nicholas Blackburn
Re: Lack of Drafters, J. K.
Rebar splices in tension zones, John Holliday
RE: Lack of Drafters, Gerard Madden
RE: Rebar splices in tension zones, Nicholas Blackburn

Tue Feb 05 00:30:38 GMT 2002

UBC 1808.2.2, Mark Baker
RE: UBC 1808.2.2, George Richards P.E.
HP Calculators Not to Worry, Rbengrguy
Crack witdths in slabs on grade, Gunnar Hafsteinn Isleifsson
Re: Lack of Drafters, r nester
RE: Lack of Drafters, Dennis Wish
Re: Request for Scope of Work, syed faiz ahmad
Bomb Blast Resistant Structures, Himat Solanki
Modeling Spread Footings for buildings, Alex C. Nacionales
Code changes to amplification of ground acceleration, Sherman, William
Horizontal Tank Concrete Saddle Design, JamesFulton
Fixed Column Base, Jim Kestner
RE: Request for Scope of Work, Reynold Franklin
Re: Code changes to amplification of ground acceleration, Swingle, Mark
Re: Crack witdths in slabs on grade, Tom . Hunt
RE: Fixed Column Base, Matthew Stuart
Re: Fixed Column Base, M. David Finley, P.E.
Re: Crack Control Joints - Unreinforced Slab on Grade, sscholl2
RE: Request for Scope of Work, David Williams
Re: Rebar splices in tension zones, Daryl Richardson
RE: Rebar splices in tension zones, Jonathan Mallard
RE: Rebar splices in tension zones, Sprague, Harold O.
RE: Crack witdths in slabs on grade, Gunnar Hafsteinn Isleifsson
RE: Horizontal Tank Concrete Saddle Design, Scott, William N.
RE: Request for Scope of Work, Bill Polhemus
RE: Request for Scope of Work, Reynold Franklin
Re: Horizontal Tank Concrete Saddle Design, Daryl Richardson
x-bracing connections, Ron Hill
ICBO IBC & IRC Seminars in L.A. 3/4-5, Becker, Rick
Re: x-bracing connections, HenryC3507
Re: x-bracing connections, Keith Fix
RE: x-bracing connections, Sprague, Harold O.
Re: x-bracing connections, Ralph Benson
RE: Code changes to amplification of ground acceleration, Sprague, Harold O.
Re[2]: Horizontal Tank Concrete Saddle Design, JamesFulton
Re: Fixed Column Base, Daryl Richardson
RE: x-bracing connections, Dick_Roberts
RE: Horizontal Tank Concrete Saddle Design, Ron Hill
Crack widths in Slabs on Grade, Himat Solanki
Re: Horizontal Tank Concrete Saddle Design, Daryl Richardson
RE: Lack of Drafters, Caldwell, Stan
RE: Request for Scope of Work, syed faiz ahmad
Re: Crack widths in Slabs on Grade, syed faiz ahmad
Re: Horizontal Tank Concrete Saddle Design, Conrad Guymon
RE: Code changes to amplification of ground acceleration, Haan, Scott M.
Re: Modeling Spread Footings for buildings, syed faiz ahmad
RE: Request for Scope of Work, Reynold Franklin
crack widths in Slabs on Grade, Himat Solanki
UBC 1808.2.2, Michael Hemstad
Copy of UBC 97 Table 16A, Elias Coury
Re: Copy of UBC 97 Table 16A, Daryl Richardson
Re: Horizontal Tank Concrete Saddle Design, Daryl Richardson

Wed Feb 06 02:19:00 GMT 2002

Re: Code changes to amplification of ground acceleration, Mark D. Anderson PE
Starting a career, Eugene K. Suk
TLC show - World Train Center: Anatomy of the Collapse, Albert Meyer
Acrobat Writer, SEAINT List
RE: Starting a career, Bill Polhemus
RE: Acrobat Writer, John Whitty
Church Pews on a Wood Framed Balcony, Jenkins Engineering, Inc.
RE: Modeling Spread Footings for buildings, Yousefi, Ben
Post-Installed Mechanical Anchors in Concrete, Nels Roselund, SE
RE: Church Pews on a Wood Framed Balcony, Albert Meyer
Re: Church Pews on a Wood Framed Balcony, John Hilzman
Re: Church Pews on a Wood Framed Balcony, Daryl Richardson
RE: Church Pews on a Wood Framed Balcony, George Richards P.E.
RE: Starting a career, Phillip Rogers
IBC soil profile, Sherman, William
Horizontal Tank Concrete Saddle Design, Himat Solanki
Re: IBC soil profile, Rick . Drake
Re: IBC soil profile, Scott A Jensen/SAJ5/CC01/INEEL/US
Re: IBC soil profile, Chris Lillback
Re: Acrobat Writer, SEAINT List
RE: Request for Scope of Work/pages faxed!, syed faiz ahmad
Re: Crack witdths in slabs on grade, syed faiz ahmad
RE: x-bracing connections, Ron Hill
RE: x-bracing connections, Sprague, Harold O.
Re: About Bowles, syed faiz ahmad

Thu Feb 07 01:18:20 GMT 2002

Reconnecting "vicpeng", Jim Warne
RE: Starting a career, Eugene K. Suk
Re: Reconnecting "vicpeng", vicpeng
RE: Starting a career, Eugene K. Suk
AUTOCAD: Getting The Text Size Right, Bill Polhemus
Re: AUTOCAD: Getting The Text Size Right, HAWNENG
RE: AUTOCAD: Getting The Text Size Right, Gerard Madden
SEAOC 2002 Convention --- What subjects would you like to see presented, Mlcse
RE: AUTOCAD: Getting The Text Size Right, Scott Maxwell
RE: AUTOCAD: Getting The Text Size Right, Bill Polhemus
RE: AUTOCAD: Getting The Text Size Right, Reynold Franklin
Re: Repost: Splicing of precast concrete piles, Swingle, Mark
Re: AUTOCAD: Getting The Text Size Right, Markajohn
Re: Copy of UBC 97 Table 16A, NDZ28
RE: AUTOCAD: Getting The Text Size Right, Friis, Donna
RE: Acrobat Writer, David B Merrick
Re: Modeling Spread Footings for buildings, AHSAN HABIB
RE: Modeling Spread Footings for buildings, David B Merrick
RE: AUTOCAD: Getting The Text Size Right, Roger Turk
Conversion of a file, Djebli, Ahcene
Re: Acrobat Writer [and Reader], Nels Roselund, SE
16" O.C. Spacing, FSRahbar
RE: AUTOCAD: Getting The Text Size Right, Gerard Madden
Books, Himat Solanki
RE: 16" O.C. Spacing, George Richards P.E.
Re: Copy of UBC 97 Table 16A, Keith De Lapp
RE: AUTOCAD: Getting The Text Size Right, Bill Polhemus
Conversion of a file, Roger Turk
Re: Acrobat Writer [and Reader], Roger Turk
RE: AUTOCAD: Getting The Text Size Right, Barry Welliver
RE: AUTOCAD: Getting The Text Size Right, Gerard Madden
RE: Acrobat Writer [and Reader], Bill Polhemus
RE: AUTOCAD: Getting The Text Size Right, Bill Polhemus
RE: AUTOCAD: Getting The Text Size Right, Gerard Madden
Re: 16" O.C. Spacing, Daryl Richardson

Fri Feb 08 00:41:27 GMT 2002

Light Pole Failure, Steve Hiner
RE: Light Pole Failure, Gerard Madden
Re: Light Pole Failure, Kit Badger
Question about headed studs on small steel beams, Cliff Schwinger
Plywood Deck - Waterproofing, Bill Polhemus
Plywood Deck - Waterproofing, Bill Polhemus
Re: Light Pole Failure, Christopher Wright
Re: Reconnecting "vicpeng", BCainse
Re: 16" O.C. Spacing, Rhkratzse
Re: Reconnecting "vicpeng", vicpeng
Re: Light Pole Failure, r nester
Re: Light Pole Failure, r nester
Re: IBC soil profile, Syed A Masroor
Re: Light Pole Failure, Ken Peoples
RE: 16" O.C. Spacing, Matthew Stuart
RE: Conversion of a file, Dave Nuttall
RE: Plywood Deck - Waterproofing, Roger Davis
Re: Light Pole Failure, Christopher Wright
RE: Question about headed studs on small steel beams, Jim Kestner
Re: Light Pole Failure, Daryl Richardson
Re: Plywood Deck - Waterproofing, Daryl Richardson
Re: Question about headed studs on small steel beams, Eric Ober
RE: 16" O.C. Spacing, George Richards P.E.
RE: Light Pole Failure, Steve Hiner
Re: 16" O.C. Spacing, FSRahbar
Re: Plywood Deck - Waterproofing, Forrest Braun
ACI 318 paragraph 21.2.5, Foy, Warren
Re: Light Pole Failure, Dave Evans
Re: Light Pole Failure, Steel Tech N.A. Inc.
Re: NASCC, vicpeng
1997 UBC 2320.2 & 1605.2, Steve Hiner
re: 16" stud spacing, David Williams
Re: 1997 UBC 2320.2 & 1605.2, Reza Dashti Asl
RE: Light Pole Failure, Ron Hill
RE: 1997 UBC 2320.2 & 1605.2, Haan, Scott M.
RE: 1997 UBC 2320.2 & 1605.2, Dennis Wish
RE: ACI 318 paragraph 21.2.5, Sprague, Harold O.
RE: Light Pole Failure, Steve Hiner
Re: 16" stud spacing, FSRahbar
RE: Light Pole Failure, Sprague, Harold O.

Sat Feb 09 00:20:54 GMT 2002

Re: Light Pole Failure, John Hilzman
AUTOCAD: Getting The Text Size Right, Mark Geoghegan
RE: AUTOCAD: Getting The Text Size Right, Bill Polhemus
Re: ACI 318 paragraph 21.2.5, Mark D. Anderson PE
Re: 1997 UBC 2320.2 & 1605.2, Pat Clark
RE: 1997 UBC 2320.2 & 1605.2, Haan, Scott M.
RE: ACI 318 paragraph 21.2.5, Foy, Warren
Q: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Bill Polhemus
Fwd: 1997 UBC 2320.2 & 1605.2, NDZ28
RE: 1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Haan, Scott M.
Nut Pull Through, John Schenne
Re: 1997 UBC 2320.2 & 1605.2, Jnapd
RE: 1997 UBC 2320.2 & 1605.2, Haan, Scott M.
RE: Methods of Injection of Cracks in Concrete: Which Is Preferre d?, Sherman, William

Sun Feb 10 00:38:08 GMT 2002

Re: 1997 UBC 2320.2 & 1605.2, Jnapd
Re: 1997 UBC 2320.2 & 1605.2, Jnapd
Re: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Alex C. Nacionales
RE: 1997 UBC 2320.2 & 1605.2, Haan, Scott M.
Re: 1997 UBC 2320.2 & 1605.2, Jnapd
RE: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Bill Polhemus
RE: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Bill Polhemus
RE: 1997 UBC 2320.2 & 1605.2 ---> IBC 2308.12 & 1617.6.2 & 1617. 6.3, Haan, Scott M.
Re: 1997 UBC 2320.2 & 1605.2 ---> IBC 2308.12 & 1617.6.2 & 1617. 6.3, Jnapd
Re: Nut Pull Through, Nels Roselund, SE
Re: Q: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Steven A.
Re: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Nels Roselund, SE
RE: 1997 UBC 2320.2 & 1605.2, Dennis Wish
RE: 1997 UBC 2320.2 & 1605.2, Dennis Wish
RE: 1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Dennis Wish
RE: Methods of Injection of Cracks in Concrete: Which Is Preferred?, Scott Maxwell
RE: ACI 318 paragraph 21.2.5, Scott Maxwell
RE: ACI 318 paragraph 21.2.5, Sprague, Harold O.

Mon Feb 11 11:31:47 GMT 2002

take me off your email addresses, Marion P. Phillips
RE: Methods of Injection of Cracks in Concrete: Which Is Preferre d?, Sherman, William
Re: take me off your email addresses, sudhir jagadale
through-truss without top chord bracing, Ken Peoples
RE: through-truss without top chord bracing, Matthew Stuart
RE: through-truss without top chord bracing, Jim Kestner
Re: through-truss without top chord bracing, M. David Finley, P.E.
RE: through-truss without top chord bracing, Jim Kestner
Steel Structures seminars, Bob Shaw
RE: through-truss without top chord bracing, Matthew Stuart
RE: through-truss without top chord bracing, Bob Shaw
RE: ACI 318 paragraph 21.2.5, Eric Lehmkuhl
Re: through-truss without top chord bracing, Daryl Richardson
DWGs IN POWERPOINT, Juan José Treff De la Mora
reinforcement splices, John Holliday
RE: DWGs IN POWERPOINT, Sprague, Harold O.
Re: reinforcement splices, Cratylus Consulting Group
RE: Rebar splices in tension zones, Nicholas Blackburn
RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how t o tell if your plan reviewer is really looking at the plans, Haan, Scott M.
Pedestrian Bridge bearings, Michael Hemstad
RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Dennis Wish
Re: Pedestrian Bridge bearings, Daryl Richardson
RE: reinforcement splices, Sherman, William

Tue Feb 12 00:34:41 GMT 2002

Wanted: HP 41CV or CX, charles chang
RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Barry Welliver
Need help on issue that has been discussed before, Lynn
Need help on issue that has been discuss, Roger Turk
Mechanical Equipment - Live or Dead, Dennis Wish
RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Dennis Wish
RE: through-truss without top chord bracing, Raul Labbé
1970's Panelized Roof - Question, Dennis Wish
Mechanical Equipment - Live or Dead, Roger Turk
Re: take me off your email addresses, R.P. Mehrotra/str
Re: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if yo..., Riker222
Re: Need help on issue that has been discussed before, Neil Moore
Re: Need help on issue that has been discussed before, Paul Feather
Re: 1970's Panelized Roof - Question, LEDSTRUCTURES
Re: Mechanical Equipment - Live or Dead, Jnapd
Re: 1970's Panelized Roof - Question, sscholl2
RE: through-truss without top chord bracing, Majid Sarraf
RE: 1970's Panelized Roof - Question, Dennis Wish
Re: Need help on issue that has been discussed before, sscholl2
RE: 1970's Panelized Roof - Question, Dennis Wish
Re: 1970's Panelized Roof - Question, Steve Privett
RE: 1970's Panelized Roof - Question, Dennis Wish
Re: Need help on issue that has been discuss, Lynn H
RE: DWGs IN POWERPOINT, MKnight
RE: 1970's Panelized Roof - Question, Scott Maxwell
RE: 1970's Panelized Roof - Question, Matthew Stuart
RE: through-truss without top chord bracing, Matthew Stuart
Seismic Evaluation of an Old Concrete Building, Himat Solanki
Causes of a "fatal flaw?", Gil Davis
that old Nigerian scam again, Swingle, Mark
IBC vs NFPA5000 (Was IBC 1617.6.2...), Tom . Hunt
Re: Causes of a "fatal flaw?", Christopher Wright
FW: through-truss without top chord bracing, LaCount, Curt
LASER PRINTER, Juan José Treff De la Mora
RE: through-truss without top chord bracing, Effland, Greg
RE: Mechanical Equipment - Live or Dead, Haan, Scott M.
RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Effland, Greg
RE: LASER PRINTER, Reynold Franklin
Re: 1970's Panelized Roof - Question, Daryl Richardson
RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Barry Welliver
Re: Need help on issue that has been discuss, Paul Feather
Re: 1970's Panelized Roof - Question, Steve Privett
Re: 1970's Panelized Roof - Question, V.GORDIN
Re: Causes of a "fatal flaw?", Roger Turk
RE: LASER PRINTER, David Williams
Valentines Day Mathematics, Caldwell, Stan
RE: through-truss without top chord bracing, Mark Pemberton
Re: Valentines Day Mathematics, Amy Ellis
Re: LASER PRINTER, M. David Finley, P.E.
Re: Valentines Day Mathematics, syed faiz ahmad
RE: DWGs IN POWERPOINT, Donna Gochenaur
RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Scott Maxwell
Pedestrian Bridge Bearings, Michael Hemstad

Wed Feb 13 00:10:17 GMT 2002

Applicatino for your Palm, struct
97 UBC 2213.8.5 - mechanical penthouses=stories? braces have str ength for OMEGAo*Eh/1.4 or OMEGAo*Eh?, Haan, Scott M.
Re: UBC 1808.2.2, Mark Baker
Footing bottoms relative to the frost line, Albert Meyer
Bottom of footing depth, Albert J. Meyer, Jr.
Re: UBC 1808.2.2, Paul Feather
RE: LASER PRINTER, Bill Polhemus
Re: Causes of a "fatal flaw?", Scott Maxwell
Re: Valentines Day Mathematics, Virendra Varma
"Unbraced Top Chord" Pedestrian Bridge Reference, Jim Warne
Re: Causes of a "fatal flaw?", Christopher Wright
Partial Collapse of Convention Center Addition in Pittsburgh, Caldwell, Stan
Re:Footing bottoms relative to the frost line, TBenson
Re: Pittsburgh Convention Center Collapse?, Scott Maxwell
Re: reinforcement splices, syed faiz ahmad
Re: Footing bottoms relative to the frost line, Steel Tech N.A. Inc.
Re: Mechanical Equipment - Live or Dead/AFTER ANSI A58.1-82, syed faiz ahmad
RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Barry Welliver
Re: 97 UBC 2213.8.5 - mechanical penthouses=stories? braces have str ength f..., Mlcse
Re: Need help on issue that has been discuss, David B Merrick
Re: 1970's Panelized Roof - Question, Forrest Braun
RE: through-truss without top chord bracing, Majid Sarraf
RE: Partial Collapse of Convention Center Addition in Pittsburgh, Bill Polhemus
RE: Mechanical Equipment - Live or Dead/AFTER ANSI A58.1-82, Dennis Wish
Re: Mechanical Equipment - Live or Dead/AFTER ANSI A58.1-82, Bruce Pooley
Cracks in elevated slabs?, Hyndman, Keith
Q: Tolerances for Cast-in-Place Concrete, Bill Polhemus
RE: Partial Collapse of Convention Cente, Roger Turk
RE: Partial Collapse of Convention Cente, Matthew Stuart
Re: Tolerances for Cast-in-Place Concrete, John Goodman
Tolerances for Cast-in-Place Concrete Walls, John Goodman
RE: Cracks in elevated slabs?, Nicholas Blackburn
RE: Tolerances for Cast-in-Place Concrete, Albert Meyer
Q: Tolerances for Cast-in-Place Concrete, Roger Turk
RE: Footing bottoms relative to the frost line, Scott, William N.
RE: Partial Collapse of Convention Cente, Bill Polhemus
RE: Partial Collapse of Convention Cente, Roger Turk
RE: Tolerances for Cast-in-Place Concrete, Bob Shaw
Re: Partial Collapse of Convention Cente, GSKWY
Re: Q: Tolerances for Cast-in-Place Concrete, Tom . Hunt
Re: Pedestrian Bridge Bearings, Daryl Richardson
RE: Tolerances for Cast-in-Place Concrete, Jim Kestner
Re: UBC 1808.2.2, Mark Baker
RE: Partial Collapse of Convention Cente, Christopher Wright
RE: Partial Collapse of Convention Cente, Matthew Stuart
Re: Q: Tolerances for Cast-in-Place Concrete, Scott Maxwell
Re: Partial Collapse of Convention Cente, chuckuc
RE: Tolerances for Cast-in-Place Concrete, Sprague, Harold O.
RE: 1970's Panelized Roof - Question, Rodriguez, Marlou
Re: Spike Milligan, vicpeng
IBC & IRC Seminars 3/4-5 in L.A., Becker, Rick
Will work for food, Gerard Madden, PE
RE: Footing bottoms relative to the frost line, Albert Meyer
Re: Q: Tolerances for Cast-in-Place Concrete, Pat Ebner
Re: Will work for food, M. David Finley, P.E.
Re: Q: Tolerances for Cast-in-Place Concrete, Tom . Hunt
RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Yousefi, Ben
1970s Panelized Roof, Roger Turk
Q: ASTM D 2393, Bill Polhemus
Re: DWGs IN POWERPOINT, Antonio C Laranjeiras
Re: Valentines Day Mathematics, Ray Shreenan
RE: Tolerances for Cast-in-Place Concrete, Panos Trochalakis
Re: Q: Tolerances for Cast-in-Place Concrete, Eric Ober
RE: ASTM D 2393, Scott, William N.
RE: Will work for food, Bill Polhemus
Re: Bottom of footing depth, Daryl Richardson
Pittsburgh Convention Center Collapse?, Bill Polhemus
Just a Good Ol' Boy...Never Meanin' No Harm..., Bill Polhemus

Thu Feb 14 00:10:39 GMT 2002

RE: ASTM D 2393, Armijo, John J (PWCSD 420)
Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6.2. ..), Haan, Scott M.
Re: Just a Good Ol' Boy...Never Meanin' No Harm..., chuckuc
RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Scott Maxwell
Re: Q: Tolerances for Cast-in-Place Concrete, Scott Maxwell
RE: 1970s Panelized Roof, Dennis Wish
RE: 1970's Panelized Roof - Question, Dennis Wish
gap below base plates, Ken Peoples
Re: gap below base plates, Keith Fix
RE: gap below base plates, Sprague, Harold O.
1970's Panelized Roof - Question, Roger Turk
Aluminum 6063-T52 allowable bending stress, Ken Peoples
RE: Aluminum 6063-T52 allowable bending stress, Rogers, Robert
Re: Aluminum 6063-T52 allowable bending stress, vicpeng
Fw: Aluminum 6063-T52 allowable bending stress, vicpeng
RE: 1970's Panelized Roof - Question, Dennis Wish
Re: Aluminum 6063-T52 allowable bending stress, Christopher Wright
Intellicad vs Autocad, Gerard Madden, PE
RE: 1970's Panelized Roof - Question, Roger Turk
Steel Lintel Bearing on Masonry Wall, Dave Nuttall
Intellicad vs Autocad, Roger Turk
RE: Intellicad vs Autocad, Effland, Greg
Re: Intellicad vs Autocad, Gerard Madden, PE
Fwd: looking for a structural engineer in Sacramento, CA, Shafat Qazi
RE: Intellicad vs Autocad, Effland, Greg
Re: DWGs IN POWERPOINT, j schmitt
Re: gap below base plates, syed faiz ahmad
RE: Intellicad vs Autocad, Roger Turk
Now I am in a REAL jamb!!, Lynn
Re: Now I am in a REAL jamb!!, Jnapd
RE: Now I am in a REAL jamb!!, John S
RE: Now I am in a REAL jamb!!, George Richards P.E.
RE: Now I am in a REAL jamb!!, David Williams
RE: Now I am in a REAL jamb!!, Dennis Wish
What is the status of the IBC in California, Dennis Wish
RE: What is the status of the IBC in California, Yousefi, Ben
8" STONE VENEER ATTACHMENT, Pat Clark

Fri Feb 15 00:05:57 GMT 2002

Re: Now I am in a REAL jamb!!, Daryl Richardson
FEA REFERENCE, Juan José Treff De la Mora
RE: Now I am in a REAL jamb!!, Paul Crocker
RE: Now I am in a REAL jamb!!, Tarek Mokhtar
RE: 8" STONE VENEER ATTACHMENT, George Richards P.E.
Re: Steel Lintel Bearing on Masonry Wall, Rick Burch
RE: FEA REFERENCE, Dennis Wish
Re: Partial Collapse of Convention Cente, Rhkratzse
Re: Now I am in a REAL jamb!!, J. K.
Re: 8" STONE VENEER ATTACHMENT, Ken Peoples
Re: Now I am in a REAL jamb!!, Ken Peoples
RE: Now I am in a REAL jamb!!, Peter James
Re: Now I am in a REAL jamb!!, Padmanabhan Rajendran
Now I am in a REAL jamb!!, Roger Turk
RE: Now I am in a REAL jamb!!, jpriley485
RE: FEA REFERENCE, Chad Edward Grinsteiner
RE: Now I am in a REAL jamb!!, jpriley485
Re: Now I am in a REAL jamb!!, Lynn H
RE: Now I am in a REAL jamb!!, Christopher Wright
[no subject], Arteaga, Ulises
ASCE 7-95 Partially Enclosed Buildings, Balmer James
friction between wood & steel, Arteaga, Ulises
Re: Now I am in a REAL jamb!!, M. David Finley, P.E.
Re: FEA REFERENCE, Walter Sheen
RE: Now I am in a REAL jamb!!, jpriley485
Re: ASCE 7-95 Partially Enclosed Buildings, Padmanabhan Rajendran
Re: Now I am in a REAL jamb!!, Rick . Drake
RE: Now I am in a REAL jamb!!, Padmanabhan Rajendran
ASCE 7-95 Partially Enclosed Buildings, Roger Turk
RE: friction between wood & steel, George Richards P.E.
Re: Now I am in a REAL jamb!!, Paul Feather
Re: Spike Milligan, ECVAl3
Re: Now I am in a REAL jamb!!, Roger Turk
Re: Intellicad vs Autocad, John W. Sieszycki
RE: ASCE 7-95 Partially Enclosed Buildings, Mark Pemberton
Re: Now I am in a REAL jamb!!, J. K.
RE: friction between wood & steel, David Williams
Roof top Mech. Screen, richard lewis
Fw: first time in the list, Fabio Zárate
Re: first time in the list, vicpeng
first time from Argentina, Fabio Zárate
RE: Roof top Mech. Screen, RISSELL, MICHAEL E [Non-Pharmacia/1000]
Re: Roof top Mech. Screen, Keith Fix
RE: Roof top Mech. Screen, David Williams

Sat Feb 16 01:04:07 GMT 2002

Measurement of Concrete Reinforcing Bar Length, Mark D. Anderson PE
Your TV viewing, Rbengrguy
WTC TV program, Rbengrguy
Re: Now I am in a REAL jamb!!, Mark Gilligan
Re: first time from Argentina, syed faiz ahmad
Re: ASCE 7-95 Partially Enclosed Buildings, Alex C. Nacionales
RE: Nut Pull Through, Carter, Charlie
take me off your email addresses, Amir Sadeghpour
Request for feedback, Carter, Charlie
RE: take me off your email addresses, Bill Polhemus
Re: Measurement of Concrete Reinforcing Bar Length, Daryl Richardson
Re: Request for feedback, Christopher Wright
Re: Measurement of Concrete Reinforcing Bar Length, syed faiz ahmad

Sun Feb 17 02:15:08 GMT 2002

Re:, Fabio Zárate
Re: Now I am in a REAL jamb!!, r nester
[no subject], José Sebastian Vallejo Herrera
Re: Now I am in a REAL jamb!!, RDAHLMANN
Re: Now I am in a REAL jamb!!, Daryl Richardson

Mon Feb 18 01:31:53 GMT 2002

Re:, vicpeng
Re:, vicpeng
Hydrocarbon encapsulation, GSKWY
Re: Hydrocarbon encapsulation, Padmanabhan Rajendran
RE: Hydrocarbon encapsulation, Glenn Otto
mail delivery error question, Glenn Otto
mail delivery error question, Roger Turk
RE:, Glenn Otto
Bolted beam splice connection, Alden Manipula, E.I.T.
Plywood Floor Diaphragm Shear Values, Paul Crocker
Re: B.C. Structural Engineer of Record, Daryl Richardson
Re: mail delivery error question, Daryl Richardson
RE: Bolted beam splice connection, Ed Najjarine
RE: Plywood Floor Diaphragm Shear Values, George Richards P.E.
RE: Bolted beam splice connection, Effland, Greg
FEA AGAIN, Juan José Treff De la Mora
Re: mail delivery error question, Cratylus Consulting Group
RE: mail delivery error question, Reynold Franklin
Re: Plywood Floor Diaphragm Shear Values, Pat Clark
Re: FEA AGAIN, GSKWY
RE: mail delivery error question, Eugene K. Suk
Re: mail delivery error question, GSKWY
RE: mail delivery error question, Eugene K. Suk
Re: mail delivery error question, Cratylus Consulting Group
Re: mail delivery error question, Ali Shaalan

Tue Feb 19 01:05:54 GMT 2002

Re: B.C. Structural Engineer of Record,, John MacLean
Re: Re:, cmendoza
Re: Re:, vicpeng
Re: Hydrocarbon encapsulation, John Schenne
Re: Plywood Floor Diaphragm Shear Values, John Rose
Mabdelaziz@sai Please remove address from the seaint list, Nels Roselund, SE
Primary Responsibility, Syed A Masroor
Fw: take me off your email addresses, mpphillips2
what is it?, Pat Clark
Why Buildings Collapse, Ryan Lawton
Information about role duties of structural engineer, harshad korde
seismic water pressure in water tanks, yilmaz yuva
Re: List Process Problem(s), vicpeng
RE: seismic water pressure in water tanks, Sherman, William
Invitation to the building industry for Building Safety Week, Yousefi, Ben
slabs vibration, Puebla Raul
RE: seismic water pressure in water tanks, Sprague, Harold O.
RE: what is it?, jpriley485
Re: Station Square Structural Failure, Daryl Richardson
[Fwd: Station Square Structural Failure], Daryl Richardson
Re:, EDWARD CRISTIANI
Problems with 'List Server', J. K.
RE: Problems with 'List Server', Bill Polhemus
Lumber Standard, sharonb
What's the thickness of a continuity plate, Yip, Kenny
RE: Problems with 'List Server', Scott Maxwell
Lumber Standard, Roger Turk
Fw: What's the thickness of a continuity plate, Fabio Zárate
RE: What's the thickness of a continuity plate, David Williams
RE: Lumber Standard, Zachary Goswick
Invitation, Fabio Zárate
RE: What's the thickness of a continuity plate, Carter, Charlie
Re: Problems with 'List Server', Christopher Wright

Wed Feb 20 00:51:16 GMT 2002

Topographic Information, Paul Feather
RE: Topographic Information, Jonathan Mallard
RE: Lumber Standard, sharonb
Re: Topographic Information, Paul Feather
RE: Topographic Information, Pat Symons
RE: Request for feedback, Robert M. Hanson
Re: What's the thickness of a continuity plate, Fabio Zárate
Re: Topographic Information, Chris Towne
List in Digest Form, Jamie Heupel
Test, Scott Maxwell
RE: Topographic Information, David Williams
RE: Test, Bill Polhemus
Re: Request for feedback, Tom . Hunt
RE: Request for feedback, Carter, Charlie
RE: Test, Matthew Stuart
Re: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6.2. ..), Tom . Hunt
looking for CCELL program, Dave Evans
RE: Topographic Information, RISSELL, MICHAEL E [Non-Pharmacia/1000]
(Off Topic) Railroad Gauge, Dave Adams
Re: (Off Topic) Railroad Gauge, vicpeng
RE: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6. 2. ..), Haan, Scott M.
Q: Anchorage to Concrete, Bill Polhemus
RE: (Off Topic) Railroad Gauge, Caldwell, Stan
RE: (Off Topic) Railroad Gauge, Ron Hill
RE: Anchorage to Concrete, Adair, Joel
Re: Q: Anchorage to Concrete, Ed . Haninger
New Masonry on Existing Slabs on Grade, Zachary Goswick
Steel Arch bridges, Waldemar Quiles
Re: New Masonry on Existing Slabs on Grade, Alden Manipula, E.I.T.
Re: List Process Problem(s), Dennis Wish
bridge design software, Phillip Rogers
RE: bridge design software, Jonathan Mallard
RE: Steel Arch bridges, Kimm, Victor
Re: Railroad Gauge, David Sharp
RE: New Masonry on Existing Slabs on Grade, Jim Kestner
RE: Railroad Gauge (Mr. Sharp), Dave Adams
Re: List Process Problem(s), vicpeng
Re: New Masonry on Existing Slabs on Grade, Daryl Richardson
Cm, Mark Pemberton
Re: Railroad Gauge (Mr. Sharp), Forrest Braun
Cm, Mark Pemberton
RE: List Process Problem(s), Ron Hill
Re: Railroad Gauge (Mr. Adams), David Sharp
Re: Cm, Rick . Drake
RE: Problems with 'List Server', Dennis Wish
RE: New Masonry on Existing Slabs on Grade, Zachary Goswick
Re: Problems with 'List Server', Dennis Wish
notches in compression side of wood rafters for ventilation, Pat Clark
Re: notches in compression side of wood rafters for ventilation, Samir Ghosn
RE: New Masonry on Existing Slabs on Grade, Jim Kestner
Re: New Masonry on Existing Slabs on Grade, Conrad Guymon

Thu Feb 21 00:12:36 GMT 2002

Re: bridge design software, Fabio Zárate
RE: Problems with 'List Server', J. K.
Re: Request for feedback, Rick Burch
RE: Problems with 'List Server', Bill Polhemus
RE: Problems with 'List Server', Bill Polhemus
Structural CAD for AutoCAD 2002, AShao89362
RE: bridge design software, Majid Sarraf
RE: Railroad Gauge, Szuchuan Chang
Information on design of steel chimneys, harshad korde
Re: Information on design of steel chimneys, HenryC3507
Re: New Masonry on Existing Slabs on Grade, Ib sa
Re: Request for feedback, Henry Gallart
Re: Request for feedback, Rick . Drake
Re: Request for feedback, Tom . Hunt
RE: Railroad Gauge, Glenn Otto
3rd Request, Laurie & Ron Curtis
RE: 3rd Request, Paul Crocker
Pre-Engineered Metal Bldg. Manuf.- Toronto, JamesFulton
Re: Pre-Engineered Metal Bldg. Manuf.- Toronto, Thom Alascio
RE: Pre-Engineered Metal Bldg. Manuf.- Toronto, Effland, Greg
Anchorage to Hollow Clay Tile, Paul Feather
Re: Anchorage to Hollow Clay Tile, COEngineer
Where can I get a copy of TID-7024, Kipp . A . Martin
Fire Rating, Brian K. Smith
Re: Problems with 'List Server', Christopher Wright
cellular concrete fill, Michael Hemstad
RE: Fire Rating, Scott, William N.
RE: Fire Rating, Jim Kestner
RE: Fire Rating, Albert Meyer
Re: Anchorage to Hollow Clay Tile, Ken Peoples
RE: Fire Rating, Brian K. Smith
Clay tile weights, Paul Feather
Re: Request for feedback, Henry Gallart
Re: Clay tile weights, Mark Baker
Re: Clay tile weights, Cratylus Consulting Group
Re: Clay tile weights, Nels Roselund, SE
Clay tile weights, Roger Turk

Fri Feb 22 00:08:25 GMT 2002

Re: Clay tile weights, Paul Feather
Rigidity, LEDSTRUCTURES
Re: Clay tile weights, Cratylus Consulting Group
RE: Information on design of steel chimneys, Majid Sarraf
Re: Problems with 'List Server', Dennis Wish
REPOST: Steel Lintel Bearing on Masonry Wall, Dave Nuttall
RE: REPOST: Steel Lintel Bearing on Masonry Wall, Albert Meyer
Re: Information on design of steel chimneys, Kipke, Richard
Re: REPOST: Steel Lintel Bearing on Masonry Wall, Fabio Zárate
GuideLines for Peer Review of Structural Calculations and Project Review, Munoz, Pedro
RE: REPOST: Steel Lintel Bearing on Masonry Wall, Sprague, Harold O.
Concrete topping over wood joists, Kevin Below
REPOST: Steel Lintel Bearing on Masonry, Roger Turk
RE: cellular concrete fill, Sprague, Harold O.
SAP2000, Mark Pemberton
Re[2]: Information on design of steel chimneys, JamesFulton
Cavity Wall Lintel Bearing for Veneer, Jim Kestner
Re: GuideLines for Peer Review of Structural Calculations and Project Review, Dave Evans
RE: GuideLines for Peer Review of Structural Calculations and Pro ject Review, Gary Ehrlich
Re: Concrete topping over wood joists, Larry Hauer
New ACI publications, Sherman, William
Re: Information on design of steel chimneys, Daryl Richardson
2, 3 & 4 ply trusses, David Williams
Re: New ACI publications, Scott Maxwell
RE: New ACI publications, Bill Polhemus
Stamping drawings & calculations, v . t . eskelsen
RE: Stamping drawings & calculations, George Richards P.E.
RE: Stamping drawings & calculations, Bill Polhemus
Re: Stamping drawings & calculations, Conrad Guymon
Re: Stamping drawings & calculations, M. David Finley, P.E.
Re: Where can I get a copy of TID-7024, Rula Katkhuda
RE: Stamping drawings & calculations, Gary Ehrlich
RE: 2, 3 & 4 ply trusses, Albert Meyer
RE: New ACI publications, Scott Maxwell
RE: Stamping drawings & calculations, Glenn Otto
RE: Stamping drawings & calculations, Jonathan Mallard
Interesting Internet Connection Freeware, Caldwell, Stan
RE: Interesting Internet Connection Freeware, Reynold Franklin
Standing Seam Copper Roof, Michael Bryson
Re: Interesting Internet Connection Freeware, Scott Maxwell
RE: Interesting Internet Connection Freeware, Scott Maxwell
RE: Interesting Internet Connection Freeware, Reynold Franklin
RE: Interesting Internet Connection Free, Roger Turk
AE Firms in Spain, Adranly, Samar

Sat Feb 23 00:31:56 GMT 2002

insulspan panels, Jeff Smith
Re: 2, 3 & 4 ply trusses, Rhkratzse
Check out this structural connection!, Cliff Schwinger
New - Blast Resistance Structures Listservice, Dennis Wish
Re: Pre-Engineered Metal Bldg. Manuf.- Toronto, Paul Ransom
Horizontal Force Factors - Ceiling Hung Conveyor System, Robert J. Amoruso, P.E.
Re: Check out this structural connection!, Christopher Wright
Re: Horizontal Force Factors - Ceiling Hung Conveyor System, Daryl Richardson
Re: Interesting Internet Connection Freeware, Rlfong
RE: through-truss without top chord bracing, Carter, Charlie
RE: Fire Rating, Carter, Charlie
Re: Standing Seam Copper Roof, Paul Feather
RE: Fire Rating, Roger Davis
RE: Fire Rating, Carter, Charlie
RE: Fire Rating, Brian K. Smith

Sun Feb 24 19:24:25 GMT 2002

Rastra, thomaslong
SEAOC 2002 Convention --- Last Call for Papers, Mlcse

Mon Feb 25 00:24:57 GMT 2002

RE: Rastra, Bill Polhemus
Re: Rastra, Byainc
2000 IBC - Precast concrete piles, Rick Burch
Rastra HA HA, thomaslong
RE: Rastra HA HA, Bill Polhemus
Re: Rastra, Cratylus Consulting Group
FW: [Fea] SAP 2000N, Dennis Wish
Structural Steelwork, Vijay K. Patil
Structural Steelwork, Vijay K. Patil
Re: Structural Steelwork, Scott Maxwell
RE: Check out this structural connection!, Jim Kestner
Re: Check out this structural connection!, Padmanabhan Rajendran
Re: Structural Steelwork, Fabio Zárate
Re: Rastra HA HA, Edward O Wilson
RE: Interesting Internet Connection Free, Reynold Franklin
RE: Interesting Internet Connection Freeware, Reynold Franklin
RE: Interesting Internet Connection Free, Ron Hill
RE: Interesting Internet Connection Free, Caldwell, Stan
RE: Interesting Internet Connection Free, Reynold Franklin
Fw: ESTRUCTURAL STEEL WORK, Fabio Zárate
RE: Rastra HA HA, Gunnar Hafsteinn Isleifsson
Re: Check out this structural connection, Roger Turk
Re: Rastra HA HA, Thomas Long
RE: Check out this structural connection, Jonathan Mallard
RE: Rastra HA HA, Bill Polhemus
RE: Check out this structural connection!, Glenn Otto
RE: Interesting Internet Connection Free, mintoo
RE: Interesting Internet Connection Free, Reynold Franklin
RE: Check out this structural connection, Roger Turk
REPOST: Steel Lintel Bearing on Masonry, Michael L. Hemstad

Tue Feb 26 01:50:55 GMT 2002

Re: Check out this structural connection!, Cliff Schwinger
PLATE BASE, FRANCISCO HUERTA
Use a lot of W Shapes? Here's something useful!, Cliff Schwinger
Structural Review Workshops at LA and SF Bay Area, StructuralReview
Re: PLATE BASE, Cratylus Consulting Group
Re: HP calculator story, Nd1942
Fw: PLATE BASE, Fabio Zárate
RE: Use a lot of W Shapes? Here's something useful!, Jim Kestner
RE: Use a lot of W Shapes? Here's something useful!, Glenn Otto
RE: REPOST: Steel Lintel Bearing on Masonry, Jim Kestner
Concrete slab repair, jccpc
TI 809-04, Jason Kilgore
RE: TI 809-04, Eric Green
RE: TI 809-04, Cheng, Peter
RE: TI 809-04, Scott Maxwell
RE: TI 809-04, Bill Polhemus
Re: TI 809-04, Tripp Howard
RE: Concrete slab repair, Peter James
RE: Use a lot of W Shapes? Here's something useful!, Roger Davis
Re: HP calculator story, Conrad Guymon
Re: Concrete slab repair, jccpc
[no subject], John Goodman
RE: Rules of Thumb, Carter, Charlie
RE: Use a lot of W Shapes? Here's something useful!, Ed Najjarine
RE: Structural Review Workshops at LA and SF Bay Area, Ed Najjarine
RE: Structural Review Workshops at LA and SF Bay Area, StructuralReview
[no subject], Enas, Gordon
Re:, FSRahbar
RE: 8x8 & 4x8, Ed Najjarine
Re: TI 809-04, Russell Berkowitz
RE: TI 809-04, Jason Kilgore
RE: 8x8 & 4x8, Dave Nuttall
Re: Use a lot of W Shapes? Here's something useful!, RoyLevy
RE:, Jason Kilgore
RE: 8x8 & 4x8, Samir Ghosn
Frames in Griffel, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
Re: Concrete slab repair, Jnapd
Steel rules of thumb, Carter, Charlie
Column reinforcement splices, John Holliday
Re: Steel rules of thumb, Paul Feather
Please remove from list, JJNespor
Please remove me from this list, Thomas Long
Anchor Bolts in Residential Footings, George Richards P.E.
Re: Anchor Bolts in Residential Footings, Cratylus Consulting Group
Re: Use a lot of W Shapes? Here's something useful!, EphHirsch
Anchor Bolts in Residential Footings, Roger Turk
SEAINT List Server Becoming Less Functional?, Bill Polhemus

Wed Feb 27 00:16:20 GMT 2002

Re: SEAINT List Server Becoming Less Functional?, Albert J. Meyer, Jr.
RE: SEAINT List Server Becoming Less Functional?, Barry Welliver
Re: SEAINT List Server Becoming Less Functional?, Rick . Drake
RE: Anchor Bolts in Residential Footings, Paul Crocker
RE: SEAINT List Server Becoming Less Functional?, Bill Polhemus
Re: SEAINT List Server Becoming Less Functional?, Davis Parsons
Re: SEAINT List Server Becoming Less Functional?, Lynn
RE: Steel rules of thumb, Sprague, Harold O.
Re: SEAINT List Server Becoming Less Functional?, J. K.
Re: [Fea] SAP 2000N, Paul Feather
Re: Concrete slab repair, Daryl Richardson
Re: SEAINT List Server Becoming Less Functional?, Daryl Richardson
Re: SEAINT List Server Becoming Less Functional?, Daryl Richardson
RE: SEAINT List Server Becoming Less Functional?, Haan, Scott M.
Re: 8x8 & 4x8, Fabio Zárate
Re: Steel rules of thumb, Daryl Richardson
Re: Column reinforcement splices, R.P. Mehrotra/str
Re: Check out this structural connection!, Drew Morris
Expansion Joints, Vijay K. Patil
Re: Structural Steelwork, Vijay K. Patil
Levelling plates or shims ?, Acun Uyar
Re: SEAINT List Server Becoming Less Functional?, richard lewis
RE: Structural Steelwork, Jason Kilgore
RE: Structural Steelwork, Arteaga, Ulises
RE: Levelling plates or shims ?, Sprague, Harold O.
Re: Levelling plates or shims ?, John W. Sieszycki
RE: SEAINT List Server Becoming Less Functional?, David Williams
RE: SEAINT List Server Becoming Less Functional?, Scott Maxwell
Re: Interesting Internet Connection Freeware (fwd), Scott Maxwell
RE: Expansion Joints, Haan, Scott M.
Re: Expansion Joints, Fabio Zárate
RE: Expansion Joints, Sprague, Harold O.
ACI 318-2002, Edwin Schmeckpeper
Re: Expansion Joints, Reza Dashti Asl
RE: ACI 318-2002, John Dreger
Re: ACI 318-2002, Scott Maxwell
Wood Truss Connection Design, richard lewis
Re: Levelling plates or shims ?, EphHirsch
RE: Wood Truss Connection Design, David Williams
RE: Wood Truss Connection Design, Peter James
RE: Wood Truss Connection Design, Glenn Otto
RE: Wood Truss Connection Design, William Hartman
RE: Levelling plates or shims ?, Sprague, Harold O.
RE: SEAINT List Server Becoming Less Functional?, lzapata
Re: Levelling plates or shims ?, M. David Finley, P.E.
RE: SEAINT List Server Becoming Less Functional?/disagree!!, syed faiz ahmad
RE: Levelling plates or shims ?, Sprague, Harold O.
Re: Expansion Joints, syed faiz ahmad
Steel rules of thumb, Michael Hemstad
Steel Lintel Bearing on Masonry, Michael Hemstad
RE: Levelling plates or shims ?, Dick_Roberts
Steel rules of thumb, Jason Kilgore
Re: Levelling plates or shims ?, M. David Finley, P.E.
Extended rules of thumb, Roger Turk
RE: Steel rules of thumb, Jim Kestner
RE: Column reinforcement splices, Haan, Scott M.
RE: ACI publications, Sherman, William
RE: Levelling plates or shims ?, HEATH MITCHELL
RE: ACI publications, Scott Maxwell

Thu Feb 28 00:17:27 GMT 2002

RE: Levelling plates or shims ?, Sprague, Harold O.
RE: Levelling plates or shims ?, Sprague, Harold O.
RE: Levelling plates or shims ?, Sprague, Harold O.
STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
RE: STRUCTURAL STEEL: Large Pipe Column?, Scott, William N.
AASHTO: What Are The Corresponding Material Specs?, Bill Polhemus
RE: STRUCTURAL STEEL: Large Pipe Column?, HEATH MITCHELL
Re: Steel rules of thumb, Cliff Schwinger
Re: SEAINT List Server Becoming Less Functional?, Cliff Schwinger
RE: SEAINT List Server Becoming Less Functional?, Bill Polhemus
Re: SEAINT List Server Becoming Less Functional?, Gerard Madden, PE
RE: SEAINT List.... RESPONSE to Bill Polhemus!!, Jonathan Mallard
Re: Extended rules of thumb, Daryl Richardson
Re: SEAINT List Server Becoming Less Fun, Roger Turk
AASHTO: What Are The Corresponding Mater, Roger Turk
Re: Levelling plates or shims ?, M. David Finley, P.E.
RE: STRUCTURAL STEEL: Large Pipe Column?, Jason Kilgore
Re: Levelling plates or shims ?, David Sharp
Re: STRUCTURAL STEEL: Large Pipe Column?, M. David Finley, P.E.
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
Re: STRUCTURAL STEEL: Large Pipe Column?, Neil Moore
Re: Levelling plates or shims ?, Tom . Hunt
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
RE: SEAINT List Server Becoming Less Functional?, Haan, Scott M.
RE: SEAINT List Server Becoming Less Functional?, Bill Polhemus
RE: STRUCTURAL STEEL: Large Pipe Column?, Sprague, Harold O.
Re: Anticipate construction loadings?, Scott A. Dunham, PE
RE: STRUCTURAL STEEL: Large Pipe Column?, Scott, William N.
RE: STRUCTURAL STEEL: Large Pipe Column?, Padmanabhan Rajendran
Re: Anticipate construction loadings?, Daryl Richardson
Opinions Please: Composite Beam/Deck Slab, Keith Fix
OSHA 4 bolt anchorage, Albert Meyer
RE: STRUCTURAL STEEL: Large Pipe Column?, Amy Ellis
Re: Opinions Please: Composite Beam/Deck Slab, Daryl Richardson
RE: Opinions Please: Composite Beam/Deck Slab, Roger Davis
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
RE: Opinions Please: Composite Beam/Deck Slab, Bill Polhemus
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
Re: Opinions Please: Composite Beam/Deck Slab, Gerard Madden, PE
RE: Opinions Please: Composite Beam/Deck Slab, Jim Kestner
IBC Firgure 1609.6.1 -- simplified low-rise wind main-frame -- e nd zone wind pressure @ each corner @ same time?, Haan, Scott M.
RE: Anticipate construction loadings?, Sprague, Harold O.
Re: STRUCTURAL STEEL: Large Pipe Column?, M. David Finley, P.E.
RE: Opinions Please: Composite Beam/Deck Slab, Haan, Scott M.
Re: Anticipate construction loadings?, eric
Re: Intellicad vs Autocad & AOL CD Recycling, Rlfong
RE: STRUCTURAL STEEL: Large Pipe Column?, Sprague, Harold O.
RE: STRUCTURAL STEEL: Large Pipe Column?, Amy Ellis
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
RE: STRUCTURAL STEEL: Large Pipe Column?, Effland, Greg
Re: STRUCTURAL STEEL: Large Pipe Column?, Daryl Richardson
Re: STRUCTURAL STEEL: Large Pipe Column?, Forrest Braun
RE: STRUCTURAL STEEL: Large Pipe Column?, Sprague, Harold O.
Re: OSHA 4 bolt anchorage, Forrest Braun
RE: STRUCTURAL STEEL: Large Pipe Column?, Rick . Drake
RE: IBC Figure 1609.6.1 -- simplified low-rise wind main-frame -- end zone wind pressure @ each corner @ same time?, Barry Welliver
RE: STRUCTURAL STEEL: Large Pipe Column?, Bill Polhemus
Re: STRUCTURAL STEEL: Large Pipe Column?, Gerard Madden, PE
Re: Opinions Please: Composite Beam/Deck Slab, syed faiz ahmad
Re: AASHTO: What Are The Corresponding Material Specs?, syed faiz ahmad

Fri Mar 01 00:09:12 GMT 2002

RE: STRUCTURAL STEEL: Large Pipe Column?, Lutz, James
Re: Opinions Please: Composite Beam/Deck Slab, Mlcse
Re: Levelling plates or shims ?, Cliff Schwinger
Construction wind velocities (was Levelling plates or shims ?), Paul Ransom
Metal building frames blown over (was Levelling plates or shims ?), Paul Ransom
Re: OSHA 4 bolt anchorage, Mark Nowmos
Re: Anticipate construction loadings?, Thomas Paul Murphy
Re: Construction wind velocities, ADFPE
RE: AASHTO: What Are The Corresponding Material Specs?, Bill Polhemus
Two questions, Padmanabhan Rajendran
RE: Two questions, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
Dumb Old Guys, Roger Turk
RE: OSHA 4 bolt anchorage, Albert Meyer
RE: Dumb Old Guys, David L. Fisher
RE: Dumb Old Guys, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
RE: OSHA 4 bolt anchorage, Gary Ehrlich
RE: Dumb Old Guys, Pappas, Glen Lt Col USAF
Re: Two questions, Scott Maxwell
RE: Dumb Old Guys, Sherman, William
RE: Construction wind velocities (was Levelling plates or shims ? ), Sprague, Harold O.
RE: OSHA 4 bolt anchorage, Albert Meyer
Masonry Control Joints, Jim Kestner
RE: OSHA 4 bolt anchorage, Tripp Howard
RE: Two questions, Caldwell, Stan
RE: OSHA 4 bolt anchorage, Albert Meyer
RE: Metal building frames blown over (was Levelling plates or shi ms ?), Sprague, Harold O.
RE: Two questions, Reynold Franklin
RE: Two questions, Scott Maxwell
RE: Metal building frames blown over (was Leveling plates or shi ms ?), Effland, Greg
San Jose invites you to particpipate in Building Safety Week, Yousefi, Ben
Re: Masonry Control Joints, Daryl Richardson
RE: Dumb Old Guys, Haan, Scott M.
Re: Masonry Control Joints, Keith Fix
Re: Dumb Old Guys, J. K.
SS bolts combined shear and tension, Ken Peoples
RE: Dumb old guys, Glenn Otto
Job Opportunity, Scott McLeod
RE: Dumb old guys, Dave Adams
RE: Dumb old guys, syed faiz ahmad
RE: Dumb old guys, Haan, Scott M.

Sat Mar 02 00:32:01 GMT 2002

You are not "Dumb old guys", J. K.
Request for Information, kevin carroll
light gauge metal welding, PFFEI
RE: You are not "Dumb old guys"--if you are you don't know it, Haan, Scott M.
[no subject], José Sebastian Vallejo Herrera
Re: Dumb Old Guys, Mlcse
NFPA-68, Fabricio Rosales
Re: Masonry Control Joints, Cratylus Consulting Group
RE: Metal building frames blown over (was Levelling plates or shims ?), Mark Gilligan
Re: Incompetent? Haven't a Clue!, vicpeng
Re: light gauge metal welding, Albert J. Meyer, Jr.
Re: light gauge metal welding, HAWNENG

Sun Mar 03 00:05:11 GMT 2002

Software for ahell plates, arches and domes, Geryes Awwad
RE: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6.2...), Barry H. Welliver
Re: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC1617.6.2...), Forrest Braun
RE: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC1617.6.2...), Barry Welliver
Re: Please remove me from this list, sayed attaalla
RE: Please remove me from this list, Bill Polhemus
Re: Please remove me from this list, vicpeng
RE: Construction wind velocities (was Levelling plates or shims ? ), Carter, Charlie
RE: OSHA 4 bolt anchorage, Carter, Charlie
Re: Masonry Control Joints/Codal Requirements!, syed faiz ahmad

Mon Mar 04 02:13:21 GMT 2002

RE: Masonry Control Joints/Codal Requirements!, Haan, Scott M.
Re: Construction wind velocities, Paul Ransom
Re: Metal building frames blown over, Paul Ransom
Re: Metal building frames blown over, Paul Ransom
RE: OSHA 4 bolt anchorage, Mark Gilligan
Ray Pugliesi/Degenkolb is out of the office., pugliesi
Dome Shaped Roof, Alex Gutz
RE: OSHA 4 bolt anchorage, Carter, Charlie
OSHA 4-bolt anchorage, G. Bunkers
Re: Masonry Control Joints/Codal Requirements!, Keith Fix
Re: Metal building frames blown over, Dan Goodrich
aluminum welding, SEAINT List
Re: aluminum welding, Daryl Richardson
Re: aluminum welding, Christopher Wright
RE: aluminum welding, Lutz, James
Re: aluminum welding, Forrest Braun

Tue Mar 05 00:35:57 GMT 2002

Screw Capacities., vicpeng
Re: aluminum welding, Rick Burch
RE: Screw Capacities., Michael Bryson
Re: Screw Capacities., vicpeng
Re: Screw Capacities., vicpeng
Fwd: FW: marriage game/OFF TOPIC-- IN LIGHTER VAIN!!, syed faiz ahmad
Re: Software for ahell plates, arches and domes, Geryes Awwad
RE: Software for ahell plates, arches and domes, Bill Polhemus
Re: aluminum welding, SEAINT List
RE: Construction wind velocities, Sprague, Harold O.
Drilled piers vs piles, Sherman, William
RE: aluminum welding, Sprague, Harold O.
Field problems, Alden Manipula, E.I.T.
RE: Drilled piers vs piles, Bill Polhemus
RE: Field problems, Sprague, Harold O.
Re: Dumb Old Guys, ASLCSE
Re: Field problems, Christopher Wright
Re: Field problems, Roger Turk
Masonry Wall Anchorage to Flex. Diaph., hari A
Re: Drilled piers vs piles, Davis Parsons
RE: Drilled piers vs piles, Bill Polhemus
RE: Drilled piers vs piles, Lutz, James
RE: Drilled piers vs piles, Ralph Benson
RE: Drilled piers vs piles, Brian K. Smith
RE: Drilled piers vs piles, George Richards P.E.
RE: Screw Capacities., Michael Bryson
RE: Drilled piers vs piles, Caldwell, Stan
METAL BUILDING DESIGN METHODS, Juan José Treff De la Mora
RE: Drilled piers vs piles, Brian K. Smith
Re: Screw Capacities., vicpeng
Re: Masonry Wall Anchorage to Flex. Diaph., Nels Roselund, SE
RE: Drilled piers vs piles, Bill Polhemus
RE: Drilled piers vs piles, Bill Polhemus
RE: Drilled piers vs piles, Brian K. Smith
RE: Drilled piers vs piles, Bill Polhemus
RE: Drilled piers vs piles, Sherman, William
RE: Drilled piers vs piles, Caldwell, Stan
RE: Screw Capacities., Michael Bryson
Void Forms, Jason Kilgore
RE: Drilled piers vs piles, Regis King
Re: Drilled piers vs piles, EphHirsch
RE: Drilled piers vs piles, Bill Polhemus

Wed Mar 06 00:42:45 GMT 2002

Re: aluminum welding, SEAINT List
More on Void Box No-No, Bill Polhemus
UBC: How Do You Interpret 1997 UBC Paragraph 1607.1?, Bill Polhemus
RE: Field problems, Cliff Schwinger
RE: How Do You Interpret 1997 UBC Paragraph 1607.1?, George Richards P.E.
RE: Field problems, Roger Turk
UBC: How Do You Interpret 1997 UBC Parag, Roger Turk
Re: UBC: How Do You Interpret 1997 UBC Paragraph 1607.1?, Scott Maxwell
Re: UBC: How Do You Interpret 1997 UBC Parag, Gil Brock
Wide Shallow Beams, Jeff Creagan
Re: Wide Shallow Beams, Scott Maxwell
RE: Dome Shaped Roof, Adair, Joel
RE: More on Void Box No-No, Caldwell, Stan
Re: UBC: How Do You Interpret 1997 UBC P, Roger Turk
RE: UBC: How Do You Interpret 1997 UBC Parag, Bill Polhemus
RE: Wide Shallow Beams, Panos Trochalakis
Re: Field problems, Alden Manipula, E.I.T.
Re: How Do You Interpret 1997 UBC Paragraph 1607.1?, Paul Feather
Re: Field problems, Christopher Wright
Teak wood, LEDSTRUCTURES
RE: Backing Bars at CJP welds on Special Moment Frames Joints, Bob Shaw
RE: Teak wood, Albert Meyer
RE: Backing Bars at CJP welds on Special Moment Frames Joints, Carter, Charlie
Re: METAL BUILDING DESIGN METHODS, Juan José Treff De la Mora
Re: Backing Bars at CJP welds on Special Moment Frames Joints, Cratylus Consulting Group
Insurance, Gerard Madden, PE
RE: Insurance, Bill Polhemus
Re: UBC: How Do You Interpret 1997 UBC Parag, Meyer, Jonathan
Re: Teak wood, Cratylus Consulting Group
RE: Dome Shaped Roof, Roger Turk
dead load resisting - Perforated shear walls - published design example?, Haan, Scott M.
RE: METAL BUILDING DESIGN METHODS, Zachary Goswick
Re: METAL BUILDING DESIGN METHODS, Fabio Zárate
RE: dead load resisting - Perforated shear walls - published design example?, Ellen Eastgate
RE: Insurance, David Compton, PE

Thu Mar 07 00:01:24 GMT 2002

Re: Wide Shallow Beams, Gil Brock
Re: dead load resisting - Perforated shear walls - published designexample?, Forrest Braun
RE: Insurance, Mark E. Deardorff
Re: Insurance, Daryl Richardson
RE: dead load resisting - Perforated shear walls - published d esignexample?, Haan, Scott M.
RE: OSHA 4-bolt anchorage, Carter, Charlie
Insurance, Roger Turk
RE: Insurance, David L. Fisher
RE: Backing Bars at CJP welds on Special Moment Frames Joints, Bill Polhemus
RE: UBC: How Do You Interpret 1997 UBC P, Roger Turk
RE: Insurance, Bill Polhemus
Re: dead load resisting - Perforated shear walls - published design example?, Conrad Guymon
PS: Insurance, Roger Turk
RE: UBC: How Do You Interpret 1997 UBC P, Bill Polhemus
Re: Insurance, Forrest Braun
Re: Insurance, Roger Turk
Re: UBC: How Do You Interpret 1997 UBC P, Jnapd
Re: Backing Bars at CJP welds on Special Moment Frames Joints, Albert J. Meyer, Jr.
RE: UBC: How Do You Interpret 1997 UBC P, Scott Maxwell
Re: Insurance, ASLCSE
Backing Bars at CJP welds on Special Moment Frames Joints, LEDSTRUCTURES
Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Scott Maxwell
High Cost of Professional Reference Material - was Re: Backing Bars .., Ray Pixley
Re: METAL BUILDING DESIGN METHODS, Paul Ransom
New AASHTO design load case, Michael Hemstad
Re: UBC: How Do You Interpret 1997 UBC P, Roger Turk
New AASHTO design load case, Michael Hemstad
Re: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Rick . Drake
RE: UBC: How Do You Interpret 1997 UBC P, Bill Polhemus
RE: UBC: How Do You Interpret 1997 UBC P, Bill Polhemus
Re: Cost of AWS D1.1 (was RE: Backing Ba, Roger Turk
concrete of forty years old, rpuebla
Re: Insurance, Daryl Richardson
Re: concrete of forty years old, Daryl Richardson
RE: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Scott, William N.
RE: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Lutz, James
RE: UBC: How Do You Interpret 1997 UBC P, Paul Crocker
Boussinesq analysis, Michael Hemstad
Re: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Scott Maxwell
RE: UBC: How Do You Interpret 1997 UBC P, Roger Turk
RE: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Scott, William N.
RE: UBC: How Do You Interpret 1997 UBC P, Roger Turk
RE: Cost of AWS D1.1 (was RE: Backing Ba, Bill Polhemus
FEMA 355, Sprague, Harold O.
RE: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Bill Polhemus
Re: FEMA 355, Henry Gallart
RE: Boussinesq analysis, Arteaga, Ulises
RE: Boussinesq analysis, Brian K. Smith
looking for a CE / SE--who do you know?, desi j kiss
Re: UBC: How Do You Interpret 1997 UBC P, Jnapd
RE: Boussinesq analysis, Roger Davis
Boussinesq analysis, Roger Turk
Re: UBC: How Do You Interpret 1997 UBC P, Jnapd
RE: METAL BUILDING DESIGN METHODS, Francisco Diego
RE: UBC: How Do You Interpret 1997 UBC P, Gil Brock

Fri Mar 08 00:18:23 GMT 2002

Re: FEMA 355, Jeng-Wei Li
RE: Boussinesq analysis, Michael Bryson
steel plate bridging, (road plates, trench plates), Peieng5590
Corley Testimony on WTC Analysis, Pappas, Glen Lt Col USAF
High Cost of Professional Reference Material - was Re: Backing, Jim Getaz
RE: steel plate bridging, (road plates, trench plates), Peter James
RE: concrete of forty years old, rpuebla
High Cost of Professional Reference Mate, Roger Turk
RE: UBC: How Do You Interpret 1997 UBC P, Jake Watson
RE: concrete of forty years old, syed faiz ahmad
RE: concrete of forty years old, Roger Turk
RE: UBC: How Do You Interpret 1997 UBC P, Christopher Wright
RE: concrete of forty years old, Sherman, William
RE: UBC: How Do You Interpret 1997 UBC P, Dave Adams
Re: concrete of forty years old, Daryl Richardson
1038 steel properties, Ken Peoples
Question !!, Steve Mrzlecki
RE: 1038 steel properties, Cheng, Peter
RE: 1038 steel properties, Sprague, Harold O.
New AASHTO design load case, Mark Geoghegan
New AASHTO load case, Michael Hemstad
RE: UBC: How Do You Interpret 1997 UBC P, Nicholas Blackburn

Sat Mar 09 00:33:33 GMT 2002

Re: 1038 steel properties, Christopher Wright
SEAOI contst deadline approaching, Rbengrguy
Re: Question !!, da
AutoCAD graphics question, Jeff Smith
RE: Concrete design flowchart, Szuchuan Chang
Re: AutoCAD graphics question, Cratylus Consulting Group
Fwd: ENGINEERING V/S MANAGEMENT/OFF TOPIC!!, syed faiz ahmad

Sun Mar 10 00:31:25 GMT 2002

Irvine, CA Concrete Strengths, Jeff Creagan
Re: AutoCAD graphics question, J. K.
Re:Question!!, Greg Smith
WTC, Williston L. Warren, IV - S.E.
Re: AutoCAD graphics question, Gerard Madden, PE
Insurance, Gerard Madden, PE
Re: AutoCAD graphics question, vicpeng
Website, Gerard Madden, PE
New Residential Listservice - Wood and CFS Framing, Dennis Wish

Mon Mar 11 00:17:46 GMT 2002

RE: Irvine, CA Concrete Strengths, DAN NOVAK
Re: Irvine, CA Concrete Strengths, Jeff Creagan
RE: Website, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
LPILE or Other (Laterally Loaded Pile Analysis), Bill Polhemus
RE: LPILE or Other (Laterally Loaded Pile Analysis), Rogers, Robert
dead load deflection of a cast-in-place concrete system, Matthew Stuart
Re: LPILE or Other (Laterally Loaded Pile Analysis), M. David Finley, P.E.
RE: Website, Jim Kestner
Re: Website, Alden Manipula, E.I.T.
RE: LPILE or Other (Laterally Loaded Pile Analysis), Jason Kilgore
RE: METAL BUILDING DESIGN METHODS, Effland, Greg
Crack control in slab, Samir Ghosn
RE: Website, Effland, Greg
Frost Heave, Todd Hill
bolt bending and shear, Ken Peoples
Re: how to make a web site for your business, pierre kassaa
Re: IBC Siesmic Loading, MJL Engineering Ltd.
Re: Frost Heave, Fabio Zárate
Re: IBC Siesmic Loading, Dan Goodrich
Re: bolt bending and shear, M. David Finley, P.E.
RE: IBC Seismic Loading, Jason Kilgore
RE: IBC Siesmic Loading, Lutz, James
HSS to WF connection, Michael Hemstad
RE: IBC Seismic Loading, Jason Kilgore
SURPRISE SETTLEMENT EVENLY SPLITS MICROSOFT, Caldwell, Stan
Re: Frost Heave, Forrest Braun

Tue Mar 12 00:15:44 GMT 2002

Re: Frost Heave, Daryl Richardson
spreadsheets for moment distribution method, takshak_ad1
PDH Online Course on FL Board's Laws and Rules for PE, Overton Green
Re: Frost Heave, Fabio Zárate
Re: IBC Seismic Loading, Rlfong
Re: spreadsheets for moment distribution method, Nels Roselund, SE
Re: bolt bending and shear, Ken Peoples
How to Create PLT File from a PDF file?, Walt Sawruk
RE: METAL BUILDING DESIGN METHODS, Igor Marinovic
FW: Question on Spirals in Columns, Munoz, Pedro
Recycled concrete in place of crushed stone below slab on grade, Albert Meyer
RE: How to Create PLT File from a PDF file?, David Williams
Re: bolt bending and shear, Christopher Wright
RE: Question on Spirals in Columns, Pappas, Glen Lt Col USAF
Re: SURPRISE SETTLEMENT EVENLY SPLITS MICROSOFT, vicpeng
Re: METAL BUILDING DESIGN METHODS, Daryl Richardson
RE: Question on Spirals in Columns, Roger Turk
RE: Question on Spirals in Columns, Eric Green
RE: Question on Spirals in Columns, Lutz, James
RE: Question on Spirals in Columns, Bill Allen, S.E.
Puzzle (was RE: Question on Spirals in Columns), Gunnar Hafsteinn Isleifsson
RE: Question on Spirals in Columns, Eric Green
Re: SURPRISE SETTLEMENT EVENLY SPLITS MICROSOFT, chuckuc
HSS to WF connection, Bill Kelley
metal bld'g. cable cross bracing, Mark Baker
Re: metal bld'g. cable cross bracing, Fabio Zárate
Re: metal bld'g. cable cross bracing, Samir Ghosn
RE: metal bld'g. cable cross bracing, Matthew Stuart
RE: metal bld'g. cable cross bracing, Effland, Greg
RE: Question on Spirals in Columns, Bill Allen, S.E.
RE: Question on Spirals in Columns, Roger Turk
RE: PDH Online Course on FL Board's Laws and Rules for PE, Ron Hill
RE: Recycled concrete in place of crushed stone below slab on grade, Jason Kilgore
Re: metal bld'g. cable cross bracing, Rick . Drake
sub floor footing, D.A.
RE: sub floor footing, George Richards P.E.
Re: Question on Spirals in Columns, EphHirsch
RE: Crack control in slab, Jason Kilgore
RE: Question on Spirals in Columns, Eric Green
Re: sub floor footing, Nels Roselund, SE
Re: bolt bending and shear, EphHirsch
RE: Question on Spirals in Columns, Christopher Wright
RE: AutoCAD graphics question, Jeff Smith
Work points, Robert M. Hanson
RE: Recycled concrete in place of crushe, Roger Turk
RE: metal bld'g. cable cross bracing, Francois Rambau
RE: Recycled concrete in place of crushe, Pat Symons
RE: Question on Spirals in Columns, Lutz, James

Wed Mar 13 00:18:37 GMT 2002

RE: New Residential Listservice - Wood and CFS Framing, Dennis Wish
RE: Question on Spirals in Columns, Bill Polhemus
Re: metal bld'g. cable cross bracing, Mark Baker
RE: metal bld'g. cable cross bracing, Michael Bryson
Re: Website, Scott Maxwell
Re: LPILE or Other (Laterally Loaded Pile Analysis), Scott Maxwell
Re: Work points, Mlcse
RE: LPILE or Other (Laterally Loaded Pile Analysis), Bill Polhemus
RE: LPILE or Other (Laterally Loaded Pile Analysis), Scott Maxwell
RE: LPILE or Other (Laterally Loaded Pile Analysis), Rogers, Robert
RE: Work points, Ron Hill
RE: Recycled concrete in place of crushe, Jason Kilgore
RE: metal bld'g. cable cross bracing, Francois Rambau
RE: LPILE or Other (Laterally Loaded Pile Analysis), Reynold Franklin
Structural Review Workshops in LA and Bay Area, StructuralReview
RE: Recycled concrete in place of crushe, Albert Meyer
Re: PDH Online Course on FL Board's Laws and Rules for PE, Scott A. Dunham, PE
Governor Pataki Announces New York Has Adopted the I-Codes, Yousefi, Ben
Crack control in slab, Tom . Hunt
FW: bridge problems - the rest of the story, Scott, William N.
Re: Governor Pataki Announces New York Has Adopted the I-Codes, Tom . Hunt
SEAOC Convention, Shafat Qazi

Thu Mar 14 07:10:20 GMT 2002

Re:Crack control in slab, sscholl2
Re: LPILE or Other (Laterally Loaded Pile Analysis), Javier Encinas
Re: Governor Pataki Announces New York Has Adopted the I-Codes, Ray Pixley
Anchor Chairs Question, Cornaby, Sam - EIMCO
Re: Anchor Chairs Question, Daryl Richardson
RE: Anchor Chairs Question, Ron Hill
RE: Anchor Chairs Question, Stephen Meier
Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Rogers, Robert
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Eric Ober
Foundation Min. reinforcement, Ed Najjarine
RE: Anchor Chairs Question, Lutz, James
RE: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Rogers, Robert
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Daryl Richardson
RE: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Joseph R. Grill, PE
Air Entrainment in Concrete, W. Gray Hodge
RE: Air Entrainment in Concrete, Armijo, John J (PWCSD 420)
Re: Foundation Min. reinforcement, Paul Feather
RE: Foundation Min. reinforcement, Yousefi, Ben
Excel: Custom Data Entry and Edit Form, Tripp Howard
RE: Foundation Min. reinforcement, Ed . Haninger
RE: Foundation Min. reinforcement, Reza Dashti Asl
RE: Excel: Custom Data Entry and Edit Form, Effland, Greg
RE: Excel: Custom Data Entry and Edit Form, Bill Allen, S.E.
RE: Excel: Custom Data Entry and Edit Form, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
Re: Excel: Custom Data Entry and Edit Form, Scott A. Dunham, PE
RE: Excel: Custom Data Entry and Edit Form, Mark E. Deardorff
RE: Excel: Custom Data Entry and Edit Form, Bill Allen, S.E.
Water reservoir - joints, wall ties, and alternate pours, Kevin Below
GUARD RAIL FOUNDATION/ANLYSIS & DESIGN ?, syed faiz ahmad
British Codes, RainCat1
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, syed faiz ahmad
Re: Foundation Min. reinforcement, syed faiz ahmad
RE: Foundation Min. reinforcement, George Richards P.E.
RE: GUARD RAIL FOUNDATION/ANALYSIS & DESIGN ?, Joe Stroud

Fri Mar 15 00:04:45 GMT 2002

RE: Foundation Min. reinforcement, syed faiz ahmad
Re: Water reservoir - joints, wall ties, and alternate pours, Conrad Guymon
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Gil Brock
RE: GUARD RAIL FOUNDATION/ANALYSIS & DESIGN ?, syed faiz ahmad
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, syed faiz ahmad
RE: British Codes, Carl Taylor
Foundation Min. reinforcement, Ed Najjarine
Re: Foundation Min. reinforcement, syed faiz ahmad
Re: Air Entrainment in Concrete, Alp Eren Yurtseven
Fu values in AISC LRFD, Szuchuan Chang
Re: British Codes, Alexei Pace
Re: Foundation Min. reinforcement, Scott Maxwell
Re: Foundation Min. reinforcement, Scott Maxwell
RE: Fu values in AISC LRFD, Carter, Charlie
Fu value in AISC LRFD, Szuchuan Chang
mold growth on joists, Peieng5590
EIT exam preparation, shashi dahal
RE: Foundation Min. reinforcement, Jason Kilgore
British Code, Himat Solanki
British Codes, Himat Solanki
ASCE Transactions, 1933, Keith Fix
RE: Excel: Custom Data Entry and Edit Form, Mark E. Deardorff
RE: mold growth on joists, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
RE: EIT exam preparation, Jason Kilgore
Re: mold growth on joists, Daryl Richardson
RE: Foundation Min. reinforcement, Michael Bryson
Structural Draftsman salaries?, Jeff George
Re: mold growth on joists, LEDSTRUCTURES
RE: Governor Pataki Announces New York Has Adopted the I-Codes, Steve Widmayer
California SE Exam, Russell Berkowitz
RE: mold growth on joists, Glenn Otto
RE: Structural Draftsman salaries?, Frayne, Benjamin
Re: Structural Draftsman salaries?, Paul Feather
RE: California SE Exam, Jason Kilgore
Re: Structural Draftsman salaries?, vicpeng
Re: Feedback on this years 12% SE Exam pass rate???, Paul Feather
RE: Structural Draftsman salaries?, Mark Pemberton
Re: mold growth on joists, Mike Perakis
RE: California SE Exam, Regis King
RE: ASCE Transactions, 1933, Mike Murphy
Fw: Feedback on this years 12% SE Exam pass rate???, Steve Tuborg
RE: California SE Exam, Scott Maxwell
IBC Wind end zone on hipped roof, Conrad Guymon
Re: Structural Draftsman salaries?, Keith Fix
Re: Structural Draftsman salaries?, Stanley E Scholl

Sat Mar 16 00:00:36 GMT 2002

[no subject], shahram bayani
RE: mold growth on joists, Lutz, James
Re: GUARD RAIL FOUNDATION/ANLYSIS & DESIGN ?, sirshendu mondal
RE: seaint Digest for 14 Mar 2002, Kevin Below
Feedback on this years 12% SE Exam pass rate???, D W
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Daryl Richardson
RE: Foundation Min. reinforcement, Jason Kilgore
Re: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, EphHirsch
Re: Feedback on this years 12% SE Exam pass rate???, gberghouse
RE: mold growth on joists, Glenn Otto
bridge / culvert, da
RE: IBC 2000 Seismic maps, Szuchuan Chang
RE: Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Joseph R. Grill
RE: EIT exam preparation, Michael Bryson
RE: mold growth on joists, Roger Turk
Re: Foundation Min. reinforcement, Syed A Masroor
Braced Frame Philosophy Question, Paul Crocker
Re: Foundation Min. reinforcement, Scott Maxwell
Re: Air Entrainment in Concrete, GSKWY
RE: mold growth on joists, Albert Meyer
California SE Exam, Himat Solanki
RE: EIT exam preparation, Scott Maxwell
Re: Structural Draftsman salaries?, James Lane, P.E.
Fastrudl, Rodrigo Lema
RE: Foundation Min. reinforcement, Ed Najjarine
Feedback on this years 12% SE Exam pass rate???, D W
RE: Braced Frame Philosophy Question, Carter, Charlie
Re: Structural Draftsman salaries?, ken kirkland
RE: Water reservoir - joints, wall ties, and alternate pours, Sherman, William
RE: Water reservoir - joints, wall ties, and alternate pours, Sherman, William
RE: EIT exam preparation, Phillip Rogers
RE: IBC 2000 Seismic maps, Jason Kilgore
Re: Structural Draftsman salaries?, c2jimmy
Re: Feedback on this years 12% SE Exam pass rate???, Laurence B. Oeth
Re: Feedback on this years 12% SE Exam pass rate???, desi j kiss
Re: Guard Rail Foundation Analysis and Design ?, syed faiz ahmad
RE: IBC 2000 Seismic maps, Gunnar Hafsteinn Isleifsson
Re: GUARD RAIL FOUNDATION/ANLYSIS & DESIGN ?, syed faiz ahmad
RE: EIT exam preparation, Roger Turk
RE: IBC 2000 Seismic maps, Roger Turk
RE: Feedback on this years 12% SE Exam pass rate???, Sherman, William
RE: IBC 2000 Seismic maps, Jason Kilgore

Sun Mar 17 01:56:33 GMT 2002

RE: Granco Shear connectors and Cofar Ceck, Dennis Wish
Re: IBC 2000 Seismic maps, Scott A. Dunham, PE
EQ resistant Design, Vijay K. Patil
Movement joints?, Vijay K. Patil
Re: EQ resistant Design, Structures Online
Re: EQ resistant Design, Scott Maxwell
Re: IBC 2000 Seismic maps, Scott Maxwell
Re: EQ resistant Design, Structures Online

Mon Mar 18 01:15:58 GMT 2002

Re: IBC 2000 Seismic maps, Rick Burch
Re: Foundation Min. reinforcement, Syed A Masroor
Re: Wide Shallow Beams, GSKWY
RE: IBC 2000 Seismic maps, Tripp Howard
Re: EQ resistant Design, Padmanabhan Rajendran
RE: GUARD RAIL FOUNDATION/ANLYSIS & DESIGN ?, Jonathan Mallard
PE/SE distinction, Charpentier Joe
RE: PE/SE distinction, Matthew Stuart
WEIGHT, Juan José Treff De la Mora
Re: mold growth on joists, rccl
RE: IBC 2000 Seismic maps, Barry Welliver
RE: PE, SE, ETC, Matthew Stuart
RE: mold growth on joists, Glenn Otto
RE: PE/SE distinction, Paul Crocker
RE: Movement joints?, David Williams
RE: Foundation Min. reinforcement, Ed Najjarine
Re: Movement joints?, Davis Parsons
RE: Foundation Min. reinforcement, Scott Maxwell
Re: Movement joints?, Eric Ober
Re: PE/SE distinction, Scott Maxwell
RE: mold growth on joists, Caldwell, Stan
RE: IBC Wind end zone on hipped roof, Jason Kilgore
IBC 1617.1.1 D=?, Ken Peoples
RE: PE/SE distinction, Paul Crocker
RE: PE, SE, ETC, Keith Fix
Re: Wide Shallow Beams, ken kirkland
Re: PE, SE, ETC, Forrest Braun
RE: PE/SE distinction, Scott Maxwell
RE: PE/SE distinction, Scott Maxwell
RE: PE, SE, ETC, Scott Maxwell
RE: PE/SE distinction, Paul Crocker
RE: PE, SE, ETC, Jonathan Mallard
RE: PE/SE distinction, Scott Maxwell
RE: IBC 1617.1.1 D=?, Haan, Scott M.
RE: PE, SE, ETC, Jason Kilgore
RE: IBC 1617.1.1 D=?, Francois Rambau
RE: IBC 1617.1.1 D=?, Dave Evans
PE's and Pencils, Jason Kilgore
RE: IBC 2000 Seismic maps, Jason Kilgore

Tue Mar 19 00:04:18 GMT 2002

RE: IBC 2000 Seismic maps, Gil Brock
Re: PE's and Pencils, Conrad Guymon
RE: IBC 1617.1.1 D=?, Rick . Drake
Computer File Management, Anthony Rubalcava
Re: Wide Shallow Beams, GSKWY
Any recommendations on maximum permitted areas of slab pour?, Cliff Schwinger
Re: Any recommendations on maximum permitted areas of slab pour?, vlad
Re: Wide Shallow Beams, Gil Brock
Re: Any recommendations on maximum permitted areas of slab pour?, GSKWY
Re: Wide Shallow Beams, Scott Maxwell
anchor problem, imran khan
Nisqually Seattle Earthquake, Munoz, Pedro
Re: EQ resistant Design, Vijay K. Patil
virus warning, David Mc Swiney
Design References for Complex Light Wood Framed Roof, Tripp Howard
Re: EQ resistant Design, Scott Maxwell
RE: IBC 1617.1.1 D=?, Haan, Scott M.
RE: Nisqually Seattle Earthquake, Lutz, James
Re: Nisqually Seattle Earthquake, Jason Emoto
US army and navy sites, Mahmood Mufti
Re: virus warning, vicpeng
3x6 T&G diaphragm capacity, Mark Baker
Re: anchor problem, Daryl Richardson
Re: US army and navy sites, Gerard Madden, PE
Re: Design References for Complex Light Wood Framed Roof, Jnapd
RE: US army and navy sites, Paul Crocker
Re: Design References for Complex Light Wood Framed Roof, Stanley E Scholl
RE: US army and navy sites, Gunnar Hafsteinn Isleifsson
RE: IBC 2000 Seismic maps, Gunnar Hafsteinn Isleifsson
RE: US army and navy sites, Sherman, William
RE: 3x6 T&G diaphragm capacity, Jason Kilgore
Re: US army and navy sites, Jnapd
Re: Design References for Complex Light Wood Framed Roof, Jnapd
Working, Jnapd

Wed Mar 20 00:45:42 GMT 2002

Re: 3x6 T&G diaphragm capacity, Nels Roselund, SE
Re: virus warning, Rbengrguy
Re: Structural Draftsman salaries?, Jeff George
Re: 3x6 T&G diaphragm capacity, Mark Baker
RE: conc repair, Matt Jordan
Re: anchor problem, John Hilzman
Re: Design References for Complex Light Wood Framed Roof, John Rose
Diaphragm Fpx, Reza Dashti Asl
composite deck slabs, Vijay K. Patil
Re: EQ resistant Design, Christopher Wright
Re:Recycled concrete in place of crushed stone below slab on grade, sscholl2
Advertising, Gerard Madden, PE
Re: Any recommendations on maximum permitted areas of slab pour?, Mark Gilligan
Re: composite deck slabs, Gil Brock
RE: PE's and Pencils, Frayne, Benjamin
Re: Any recommendations on maximum permitted areas of slab pour?, Scott Maxwell
Re: EQ resistant Design, Scott Maxwell
RE: Design References for Complex Light Wood Framed Roof, Yousefi, Ben
RE: conc repair, Scott Maxwell
Re: EQ resistant Design, Christopher Wright
RE: US army and navy sites, Brent Koch
Re: WEIGHT, Paul Ransom
Re: US army and navy sites, Christopher Wright
Re: virus warning, Scott Maxwell
RE: 3x6 T&G diaphragm capacity, John S
No more Structural Engineer!!!!, Rbengrguy
Re: Design References for Complex Light Wood Framed Roof, Gerard Madden, PE
RE: PE, SE, ETC, Matthew Stuart
Re: PE's and Pencils, Stanley E Scholl
Re: EQ resistant Design, Padmanabhan Rajendran
Re: conc repair, LEDSTRUCTURES
RE: EQ resistant Design, Jason Kilgore
RE: EQ resistant Design, Effland, Greg
Re: conc repair, GSKWY
RE: EQ resistant Design, Christopher Wright
RE: EQ resistant Design, Christopher Wright
Re: conc repair, Cratylus Consulting Group
Re: 3x6 T&G diaphragm capacity, Mark Baker
US military sites, Mahmood Mufti
(no subject), Mahmood Mufti
RE: Advertising, Caldwell, Stan
Re: Design References for Complex Light Wood Framed Roof, Stanley E Scholl
3x6 T&G diaphragm capacity, Michael Hemstad
Re: Advertising, Conrad Guymon
RE: Advertising, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
Concrete Wall Deflection, Steven Mallett
RE: Advertising, Caldwell, Stan
Re: EQ resistant Design, Vijay K. Patil
RE: Advertising, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
Re: EQ resistant Design, Stathis Papageorgiou
Micropiles, Michael Bryson
Re: EQ resistant Design, Christopher Wright
RE: EQ resistant Design, Scott Maxwell

Thu Mar 21 00:03:33 GMT 2002

RE: Micropiles, Lutz, James
Re: EQ resistant Design, Gerard Madden, PE
Re: EQ resistant Design, Rick . Drake
Re: 3x6 T&G diaphragm capacity, John Rose
RE: Micropiles, Lutz, James
Re: Concrete Wall Deflection, Padmanabhan Rajendran
RE: EQ resistant Design, Christopher Wright
Re: EQ resistant Design, Gerard Madden, PE
RE: EQ resistant Design, Mark Gilligan
Re: EQ resistant Design, Stathis Papageorgiou
RE: EQ resistant Design, Pedro Santos
Concrete sealer, Terry Triest
Re: Concrete Wall Deflection, Jim Getaz
Re: EQ resistant Design, Christopher Wright
RE: EQ resistant Design, Christopher Wright
Robertson Deck Capacity, Paul Feather
Is L 1 1/2 x 1 1/2 x 1/4" available?, Yip, Kenny
RE: Is L 1 1/2 x 1 1/2 x 1/4" available?, Scott, William N.
Welding Aluminum To Steel, Canitz, Charles F NAB02
Re: Is L 1 1/2 x 1 1/2 x 1/4" available?, Scott Maxwell
RE: Is L 1 1/2 x 1 1/2 x 1/4" available?, Pat Symons
Re: Robertson Deck Capacity, EphHirsch
EQ resistant Design, Michael Hemstad
Wood Shear wall Aspect Ratio 1997 UBC vs 1998CBC, Nick Bingham
RE: Wood Shear wall Aspect Ratio 1997 UBC vs 1998CBC, George Richards P.E.
Re: EQ resistant Design, Christopher Wright
Re: Wood Shear wall Aspect Ratio 1997 UBC vs 1998CBC, Gerard Madden, PE
RE: Wood Shear wall Aspect Ratio 1997 UBC vs 1998CBC, Dave Adams
RE: EQ resistant Design, Sherman, William
Re: Robertson Deck Capacity, Paul Feather
basement wall analysis, Helen Zhou
Earth Retainer Boards, Doug Parker
RE: basement wall analysis, George Richards P.E.
Clarification to shear wall aspect ratio topic, Nick Bingham
Re: basement wall analysis, vicpeng
Re: Clarification to shear wall aspect ratio topic, Gerard Madden, PE
RE: Clarification to shear wall aspect ratio topic, Dave Adams
Re: basement wall analysis, Stanley E Scholl
Re: basement wall analysis, Daryl Richardson

Fri Mar 22 00:24:49 GMT 2002

HELP: "Site Built" Wood Truss Design, Bill Polhemus
Re: EQ resistant Design, Martin W. Johnson
Re: basement wall analysis, Nels Roselund, SE
Re: Earth Retainer Boards, Stanley E Scholl
RE: basement wall analysis, Sherman, William
Historical Building Repair, Paul Feather
Q: Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Bill Polhemus
RE: Handy Text on Earthquake Resistant Design for Light Commercia l Buildings?, George Richards P.E.
RE: Handy Text on Earthquake Resistant Design for Light Commercia l Buildings?, Scott, William N.
Re: Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Rick Burch
RE: Handy Text on Earthquake Resistant Design for Light Commercia l Buildings?, Aswin Rangaswamy
Re: Earth Retainer Boards, douglas parker
Re: Historical Building Repair, Rlfong
Help: Pumping Unit Skid to Beam Connection, Ikhwanulluthfie Mursyid
Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Himat Solanki
RE: HELP: "Site Built" Wood Truss Design, Matthew Stuart
RE: Help: Pumping Unit Skid to Beam Connection, Bill Polhemus
Re: Historical Building Repair, Nels Roselund, SE
RE: Help: Pumping Unit Skid to Beam Connection, Albert Meyer
RE: Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Barry H. Welliver
Re: Earth Retainer Boards, Davis Parsons
Re: Help: Pumping Unit Skid to Beam Connection, Daryl Richardson
Re: EQ resistant Design, Christopher Wright
Re: Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Gerard Madden, PE
ACI 318 section 12.2.4, Foy, Warren
Re: ACI 318 section 12.2.4, GSKWY
RE: ACI 318 section 12.2.4, Roger Davis
RE: ACI 318 section 12.2.4, Michael Bryson
RE: ACI 318 section 12.2.4, Lutz, James
Forum on Engineering Licensing 2002 (California), Neil Moore
RE: ACI 318 section 12.2.4, Sherman, William
RE: Help: Pumping Unit Skid to Beam Connection, Matthew Stuart

Sat Mar 23 00:10:48 GMT 2002

Re: Micropiles, L. Thomas Bayne
Re: ACI 318 section 12.2.4, Daryl Richardson
RE: ACI 318 section 12.2.4, Cliff Schwinger
structural engineering links website, Cliff Schwinger
RE: EQ resistant Design, David B Merrick
RE: EQ resistant Design, David B Merrick
Residential Design of Light Framed Structures - Planned Discussion, Dennis Wish
RE: structural engineering links website, Jason Kilgore
RE: EQ resistant Design, Raul Labbé

Sun Mar 24 03:02:25 GMT 2002

ASTM A307 Bolts, Mark Gilligan
Re: ASTM A307 Bolts, Christopher Wright
RE: ASTM A307 Bolts, Carter, Charlie
RE: ASTM A307 Bolts, Bill Polhemus
RE: ASTM A307 Bolts, BOYLES, LAWRENCE G. (JSC-ES2) (LM)

Mon Mar 25 07:13:28 GMT 2002

Re: Rolled Threads, Mattesons
Re: Rolled Threads, Mark Gilligan
Kudos to Charlie Carter, G Vishwanath
3x6 T&G diaphragm capacity, AWCInfo
Re: Rolled Threads, Nels Roselund, SE
Re: Rolled Threads, Christopher Wright
RE: Rolled Threads, Effland, Greg
Re: Rolled Threads, Mark Gilligan
Re: Rolled Threads, Mark Gilligan
Re: Rolled Threads, Roger Turk
Promoting Structural Engineering in High Schools, Aswin Rangaswamy
Re: Promoting Structural Engineering in High Schools, Abe Knapp
RE: Rolled Threads, HEATH MITCHELL
RE: Promoting Structural Engineering in High Schools, Barry H. Welliver
RE: Promoting Structural Engineering in High Schools, Dave Adams
RE: Promoting Structural Engineering in High Schools, Caldwell, Stan
Re: Rolled Threads, David Sharp
RE: Promoting Structural Engineering in High Schools, Speck, Todd M
Re: Promoting Structural Engineering in High Schools, Rbengrguy
Expert witness contract language?, Jeff Chacon
RE: Promoting Structural Engineering in High Schools, Cheng, Peter
Re: Promoting Structural Engineering in High Schools, Abe Knapp
Re: Expert witness contract language?, Cratylus Consulting Group
RE: Kudos to Charlie Carter, Bill Allen, S.E.

Tue Mar 26 01:31:53 GMT 2002

Three Sided Diaphragm (Cantilever Diaph), Aswin Rangaswamy
Re: Three Sided Diaphragm (Cantilever Diaph), Mlcse
Re: Promoting Structural Engineering in High Schools, R.P. Mehrotra/str
Re: Promoting Structural Engineering in High Schools, R.P. Mehrotra/str
RE: Promoting Structural Engineering in High Schools, Aswin Rangaswamy
Re: Promoting Structural Engineering in High Schools, R.P. Mehrotra/str
Elevated slab formwork on existing building, Jeng-Wei Li
MIT student searching tuition funding, dfds df
Re: Elevated slab formwork on existing building, GSKWY
RE: Elevated slab formwork on existing building, Jason Kilgore
Ohio Building Code, Mitchell J. Sklar
Re: Ohio Building Code, Alden Manipula, E.I.T.
Re: Ohio Building Code, Alden Manipula, E.I.T.
RE: Ohio Building Code, Eckrote, David
RE: Ohio Building Code, Jason Kilgore
Re: Diaphragm Fpx, jcse
Re: Thank You All, Tom Higgins
seismic load combination for foundation of storage mezzanine, Reza Dashti Asl
Re: MIT student searching tuition funding, raju mantripragada
Re: seismic load combination for foundation of storage mezzanine, Jnapd
Re: Diaphragm Fpx, Reza Dashti Asl
Re: seismic load combination for foundation of storage mezzanine, Reza Dashti Asl
RE: seismic load combination for foundation of storage mezzanine, Joseph R. Grill, PE
Re: seismic load combination for foundation of storage mezzanine, vicpeng

Wed Mar 27 00:14:59 GMT 2002

rolled thread bolts, Casano, Karen
Seminar Announcement, Forensic Engineering, Los Angeles, SCHFUN
Re: Seminar Announcement, Forensic Engineering, Los Angeles, RLFOLEY
[Residential] Announcement of Important Design Methodology Discussions to being in April., Dennis Wish
Re: Kudos to Charlie Carter, Syed A Masroor
Taking the Plunge!, John O. Grieshaber
RE: Taking the Plunge!, David L. Fisher
Cylinder Breaks vs. Mix Design, Randy Diviney
RE: Cylinder Breaks vs. Mix Design, Rogers, Robert
RE: Cylinder Breaks vs. Mix Design, Matthew Stuart
Taking the Plunge!, Roger Turk
Re: Taking the Plunge!, Christopher Wright
RE: Kudos to Charlie Carter, Caldwell, Stan
Re: Taking the Plunge!, Paul Feather
RE: Cylinder Breaks vs. Mix Design, Tom . Hunt
Re: Taking the Plunge!, Roger Turk
Residential Garage (Help!), ASQENGG2
Re: bolt bending and shear, jcse
RE: Residential Garage (Help!), George Richards P.E.
Re: Residential Garage (Help!), Mike Perakis
RE: Residential Garage (Help!), Joseph R. Grill, PE
RE: Residential Garage (Help!), Jason Kilgore
RE: Residential Garage (Help!), Glenn Otto
Re: Residential Garage (Help!), Samir Ghosn
Re: Water reservoir - joints, wall ties, and alternate pours, Ib sa
Re: Residential Garage (Help!), Samir Ghosn
RE: Cylinder Breaks vs. Mix Design, Lutz, James
Type II Cement, Lutz, James
Re: Type II Cement, Scott A Jensen/SAJ5/CC01/INEEL/US
Promoting Structural Engineering in High Schools, Michael Hemstad
RE: Promoting Structural Engineering in High Schools, Aswin Rangaswamy
RE: Cylinder Breaks vs. Mix Design, Sherman, William
RE: Promoting Structural Engineering in High Schools, Rbengrguy
Re: Kudos to Charlie Carter, Gerard Madden, PE
Re: Kudos to Charlie Carter, vicpeng
Re: Cylinder Breaks vs. Mix Design, syed faiz ahmad

Thu Mar 28 00:48:18 GMT 2002

RE: Cylinder Breaks vs. Mix Design, Cliff Schwinger
RE: Residential Garage (Help!), ASQENGG2
RE: Residential Garage (Help!), Lutz, James
Re: Residential Garage (Help!), Forrest Braun
Re: Cylinder Breaks vs. Mix Design, R.P. Mehrotra/str
RE: Residential Garage (Help!), J. K.
Re: Kudos to Charlie Carter, Cratylus Consulting Group
RE: Residential Garage (Help!), Neil Moore
Re: Residential Garage (Help!), John Rose
Kudos to others too !, G Vishwanath
Re: Residential Garage (Help!), Jim Getaz
Conversion Program, GSKWY
RE: Residential Garage (Help!), Roger Davis
Re: Conversion Program, KG . Srivalsan
Structural Engineer Available - Northeast Wisconsin, Jamie Heupel
RE: Conversion Program, Foy, Warren
RE: Conversion Program, Foy, Warren
RE: Conversion Program, Greg Meyer
Re: Water reservoir - joints, wall ties, and alternate pours, Kevin Below
RE: Residential Garage (Help!), Peter James
Large Tank Foundations on Drilled Piers, Meyer, Jonathan
RE: Residential Garage (Help!), Jason Kilgore
Re: Residential Garage (Help!), John Rose
RE: Conversion Program, Tom . Hunt
RE: Large Tank Foundations on Drilled Piers, Ron Hill
RE: Residential Garage (Help!), Haan, Scott M.
Re: Residential Garage (Help!), jcse
Lateral loads, Cory Structural Engineering. P.C.
RE: Conversion Program, Adranly, Samar
Seismic Joint Size, Peter Griem
Re: Large Tank Foundations on Drilled Piers, Gerard Madden, PE
RE: Lateral loads, Albert Meyer
Sika Seal 105, Mahmood Mufti
RE: Residential Garage (Help!), Lutz, James
lateral loads, Cory Structural Engineering. P.C.
Cylinder Breaks vs. Mix Design, Michael Hemstad
Re: Lateral loads, Paul Feather
RE: Residential Garage (Help!), Neil Moore
RE: Residential Garage (Help!), Eric Green
Field Problem, Jason Kilgore
Re: Seismic Joint Size, cmendoza
RE: Residential Garage (Help!), Roger Turk

Fri Mar 29 01:58:42 GMT 2002

Wood Beam repair, ASLCSE
[no subject], Rodriguez, Marlou
Re: Residential Garage (Help!), Randy Vogelgesang
Re: Seismic Joint Size, Ed . Haninger
Re: Residential Garage (Help!), chuckuc
Re: Wood Beam repair, Cratylus Consulting Group
RE: Seismic Joint Size, Jeff Smith
Re: Residential Garage (Help!), r nester
Re: Field Problem, Eric Ober
Re: Sika Seal 105, Cratylus Consulting Group
Need help on design of 32 storey RC structure, tony
Standard Practice?, Alden Manipula, E.I.T.
Re: Residential Garage (Help!), Roger Turk
Re: Conversion Program, GSKWY
RE: lateral loads, Sherman, William
RE: lateral loads, Sherman, William
RE: Wood Beam repair, Dave Nuttall
Re: Need help on design of 32 storey RC structure, Paul Feather
Re: Seismic Joint Size, Stanley E Scholl
Re: Wood Beam repair, Nels Roselund, SE
Wind Load in the Philippines, mredling
RE: Wind Load in the Philippines, Foy, Warren
Re: Sika Seal 105, David B Merrick
Re: Standard Practice?, Davin Weinhardt
RE: Standard Practice?, Peter Griem
Re: Wood Beam repair, ASLCSE
laminated trusses, Mark Baker
RE: Standard Practice?, Aswin Rangaswamy
Re: Wood Beam repair, Nels Roselund, SE
Re: Standard Practice?, Keith Fix
Re: Standard Practice?, Nels Roselund, SE
Re: Wood Beam repair, ASLCSE
Re: Standard Practice?, Alden Manipula, E.I.T.
Re: Residential Garage (Help!), Randy Vogelgesang
Re: Sika Seal 105, chuckuc
Re: Residential Garage (Help!), chuckuc
shrinkage and temperature reinforcement for a 2' thick slab on gr ade, Cheng, Peter
3x foundation sills - IBC & UBC, required in FEMA 368?, Haan, Scott M.
Good Friday, Bob Freeman
Re: Wind Load in the Philippines, ASQENGG2
Re: Good Friday, Jnapd
Re: 3x foundation sills - IBC & UBC, required in FEMA 368?, Jnapd
RE: 3x foundation sills - IBC & UBC, required in FEMA 368?, Haan, Scott M.
Re: Residential Garage (Help!), ASQENGG2

Sat Mar 30 01:40:47 GMT 2002

Re: Residential Garage (Thanks!), ASQENGG2
Re: 3x foundation sills - IBC & UBC, required in FEMA 368?, Jnapd
Re: Good Friday, Silenio M Paulo
Re: Wind Load in the Philippines, Roy Sharif M. Sison
RE: Need help on design of 32 storey RC structure, cmendoza
Re: laminated trusses, bmartin801
RE: shrinkage and temperature reinforcement for a 2' thick slab o n gr ade, Michael Bryson
Re: Wood Beam repair, r nester
Re: Wind Load in the Philippines, asisclo villafuerte
Re: Need help on design of 32 storey RC structure, asisclo villafuerte
RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
Re: Wind Load in the Philippines, Geoff Melchor
RE: Wind Load in the Philippines, cmendoza
Re: seaint Digest for 29 Mar 2002, Renee Strand
Sika Seal 105, Mahmood Mufti
RE: shrinkage and temperature reinforcement for a 2' thick slab o n gr ade, Foy, Warren
Re: Need help on design of 32 storey RC structure, Fabio Zárate
Re: Water reservoir - joints, wall ties, and alternate pours, Ib sa
RE: Residential Garage (Help!), Fieberling, Eric
Re: Promoting Structural Engineering in High Schools, Daryl Richardson
RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
Space truss, Silenio M Paulo
aci 318-02, da
Stripping Times, Raul Labbé
Re: aci 318-02, Scott Maxwell
Water reservoir - joints, wall ties, and alternate pours, Kevin Below
Promoting Engineering ????, Rbengrguy
RE: Promoting Engineering ????, Haan, Scott M.
RE: Promoting Engineering ????, Haan, Scott M.

Sun Mar 31 00:50:01 GMT 2002

Re: Water reservoir - joints, wall ties, and alternate pours, Ib sa
Re: seaint Digest for 30 Mar 2002, Renee Strand
Re: Re: Wind Load in the Philippines, arman s rivera
Stripping Times, Roger Turk
RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Keith Fix

Mail converted by MHonArc