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SEAINT Mail Archive 2003 (Apr-Jun)

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Messages: 1400

Tue Apr 01 08:44:01 GMT 2003

RE: Advertising Engineering Services, Bill Marczewski
Re: Bracing for Nail-Plate Wood Trusses, Chris Banbury
End Rust, Haan Scott M DPW CIVIL ENGR(n)
Fw: Bracing for Nail-Plate Wood Trusses, Pat Clark

Wed Apr 02 14:10:04 GMT 2003

Robertson Metal Roof Deck, Nuttall, Davin J.
trusses, stupid trusses, Andrew D. Kester
UBC 1633.2.4, Chris Roper
RE: trusses, stupid trusses, Kestner, James W.
Re: Bracing for Nail-Plate Wood Trusses, Gary Hodgson & Associates
Re: Robertson Metal Roof Deck, Roger Turk
RE: UBC 1633.2.4, Michael Bryson
RE: UBC 1633.2.4, Chris Roper
RE: UBC 1633.2.4, Gerard Madden, SE
RE: UBC 1633.2.4, Chris Roper
Re: Robertson Metal Roof Deck, EphHirsch
Re: Robertson Metal Roof Deck, EphHirsch
RE: UBC 1633.2.4, Gerard Madden, SE
RE: UBC 1633.2.4, Panos Trochalakis
RE: UBC 1633.2.4, Chris Roper
RE: End Rust, Pilarski, Paul
Re: Bracing for Nail-Plate Wood Trusses, Kris Hamilton
Re: End Rust, Nels Roselund, SE
RE: Bracing for Nail-Plate Wood Trusses, Al Meyer
Re: End Rust, Neil Moore
Re: Bracing for Nail-Plate Wood Trusses, Roger Turk

Thu Apr 03 00:03:06 GMT 2003

Nail Values for plywood, IBRAHIM AZIEZ
Steel seminars in California, Bob Shaw
Re: End Rust, Nels Roselund, SE
RE: Nail Values for plywood, Tom Skaggs
Re: Nail Values for plywood, Daryl Richardson
Re: Steel seminars in California, THunt
Re: Steel seminars in California, Scott Maxwell
railing loadings, Ken Peoples
drilled pier foundation, Andrew D. Kester
FW: Structural Engineering Positions, Terry Triest
RE: drilled pier foundation, Brian K. Smith
Re: railing loadings, Alper Ucak
Re: drilled pier foundation, Davis Parsons
History of Retaining Wall Sliding, Jonathan Mallard

Fri Apr 04 04:48:25 GMT 2003

RE: Steel seminars in California, Bob Shaw
RE: railing loadings, Vance Grover
Parking Garage Loading - IBC/UBC, Jake Watson
RE: Parking Garage Loading - IBC/UBC, Yousefi, Ben
RE: Parking Garage Loading - IBC/UBC, Tom Skaggs
Re: Parking Garage Loading - IBC/UBC, GSKWY
Re: Parking Garage Loading - IBC/UBC, Derek Beaudoin
RE: Parking Garage Loading - IBC/UBC, Jake Watson
Parking Garage Loading - IBC/UBC, Roger Turk
RE: Parking Garage Loading - IBC/UBC, Tom Skaggs
Re: Parking Garage Loading - IBC/UBC, ASLCSE
AISC Certification question, Dennis Pradere
RE: AISC Certification question, Bruce Holcomb
Bracing for Nail-Plate Wood Trusses, Michael Hemstad
Fw: gyp ceiling diaphragms, David Merrick
Re: Parking Garage Loading - IBC/UBC, Daryl Richardson
HHS Rectangular Tube Fabrication Error, Steven Crang
Re: AISC Certification question, Richard Fennell
Re: AISC Certification question, THunt
Re: drilled pier foundation, Daryl Richardson
FW: AISC Certification question, LaCount, Curt
Bracing for Nail-Plate Wood Trusses, Roger Turk
RE: gyp ceiling diaphragms, Bruce Holcomb
Re: Re: Bracing for Nail-Plate Wood Trusses, Chris Banbury
RE: HHS Rectangular Tube Fabrication Error, sacharya
2003 IBC - double design unit shear - wood panel both sides steel studs?, Haan Scott M DPW CIVIL ENGR(n)
RE: 2003 IBC - double design unit shear - wood panel both sides s teel studs?, Yousefi, Ben

Sat Apr 05 02:15:46 GMT 2003

Re: Parking Garage Loading - IBC/UBC, GSKWY
Federal Building Code., Mark Gilligan
Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Tony Ramos
Re: Federal Building Code., Scott Maxwell
Re: railing loadings, Paul Ransom

Sun Apr 06 05:57:06 GMT 2003

RE: WANTED: Concrete Column Analysis & Design Software, David A. Fanella
RE: WANTED: Concrete Column Analysis & Design Software, David A. Fanella
Concrete Column Analysis & Design Software Recommendations, João Rocha

Mon Apr 07 11:58:07 GMT 2003

Re: railing loadings, Jim Getaz
Re: Parking Garage Loading - IBC/UBC, GSKWY
handrails, Andrew D. Kester
RE: Parking Garage Loading - IBC/UBC, Jake Watson
RE: truss bracing, Andrew D. Kester
RE: AISC Certification question, Jake Watson
Re: AISC Certification question, Thom Alascio
Re: Parking Garage Loading - IBC/UBC, GSKWY
Comprehensive SE Review Workshops in LA & SF, May-October 2003, StructuralReview
Connection Over Joist and Joist Girder Seats, Meyer, Jonathan
RE: Connection Over Joist and Joist Girder Seats, Stuart, Matthew
Re: gyp ceiling diaphragms, Cain, William
Ceiling seismic restraint, Bruce Holcomb
RE: Ceiling seismic restraint, Oshin Tosounian
RE: Ceiling seismic restraint, Oshin Tosounian
RE: Ceiling seismic restraint, Oshin Tosounian
RE: Ceiling seismic restraint, Gerard Madden, SE

Tue Apr 08 04:12:00 GMT 2003

Re: History of Retaining Wall Sliding, Steve Privett
Re: History of Retaining Wall Sliding, Gary Hodgson & Associates
Re: Comprehensive SE Review Workshops in LA & SF, May-October 2003, Gary Hodgson & Associates
Re: Comprehensive SE Review Workshops in LA & SF, May-October 2003, Joseph Grill
RE: Ceiling seismic restraint, David Merrick
Cast-in-place Segmental box bridge, Troy Madlem
Re: Cast-in-place Segmental box bridge, GSKWY
RE: Cast-in-place Segmental box bridge, Troy Madlem
HSS Steel Columns for LFR, struct comp
AASHTO Highway Signs Standard: Appendix A, Michael Bryson

Wed Apr 09 01:30:32 GMT 2003

Re: Cast-in-place Segmental box bridge, GSKWY
Re: Steel OMRF, Strueng86
Re: Cast-in-place Segmental box bridge, j.n.sigalas
Re: Cast-in-place Segmental box bridge, SAP
about blast design of structures, seko
RE: about blast design of structures, Lowen, Dave
BOCA 1999 Table 1610.6.3, Alden Manipula, E.I.T.
Re: Steel OMRF, THunt
RE: Steel OMRF, Yousefi, Ben
Re: about blast design of structures, Roy Sharif M. Sison
Concrete shear wall shear equa 11-32 & 21-7, David Merrick

Thu Apr 10 12:19:34 GMT 2003

Question about shear stress in steel plates, tees and angles, Clifford Schwinger
AREMA Serviceability Requirements, Munoz, Pedro
History of Retaining Wall Sliding, Michael Hemstad
scholarchip, Limuel Trangia
RE: scholarchip, Stuart, Matthew
RE: History of Retaining Wall Sliding, George Richards P.E.
RE: scholarchip, Paul Crocker
copper as structural material, Dave Evans
Re: copper as structural material, Christopher Wright

Fri Apr 11 03:18:46 GMT 2003

about blast design of structures, G Vishwanath
Stainless Steel, Bruce Holcomb
RE: Stainless Steel, Stuart, Matthew
Re: Stainless Steel, Christopher Wright
'97 UBC vs. 2000 IBC, Bruce Holcomb
Re: '97 UBC vs. 2000 IBC, David A. Fanella
RE: '97 UBC vs. 2000 IBC, Haan Scott M DPW CIVIL ENGR(n)
RE: '97 UBC vs. 2000 IBC, David A. Fanella
Earthquake resistant design of reinforced concrete buildings, georgiadou eftichia
RE: '97 UBC vs. 2000 IBC, Yousefi, Ben
RE: '97 UBC vs. 2000 IBC, Schwan, Martin K.
Re: Earthquake resistant design of reinforced concrete buildings, David A. Fanella
Finger-tight bolts vs Snug-tight bolts, Michael Bryson
Re: Finger-tight bolts vs Snug-tight bolts, THunt
Re: Finger-tight bolts vs Snug-tight bolts, M. David Finley, P.E.
Re: Stainless Steel, Tahir Qureshi, PE

Sat Apr 12 03:39:53 GMT 2003

Residential URM, Dennis Wish
RE: Residential URM, George Richards P.E.
Re: Residential URM, Nels Roselund, SE

Sun Apr 13 20:21:24 GMT 2003

re: Residential URM, David Merrick

Mon Apr 14 00:18:17 GMT 2003

Piers protection from corrosion, kamal aghbal
RE: Residential URM, Dennis Wish
Re: Piers protection from corrosion, Mauricio Salazar
partition load, brian stanley
Greasing headed anchor rods (is it necessary?), Clifford Schwinger
Re: Greasing headed anchor rods (is it necessary?), THunt
RE: about blast design of structures, Walt Sawruk
Re: Greasing headed anchor rods (is it necessary?), Daryl Richardson
RE: Residential URM, Steve Widmayer
RE: partition load, Robert Rogers
RE: Greasing headed anchor rods (is it necessary?), Robert Rogers
RE: partition load, Bruce Holcomb
IBC Table 1617.3 use lower story drift limit & not design curtain walls for drift?, Haan Scott M DPW CIVIL ENGR(n)
special load combos for steel frame connection to foundation? AIS C Seismic?, Haan Scott M DPW CIVIL ENGR(n)
Re: special load combos for steel frame connection to foundation? AIS C Seismic?, THunt
Corrosion, AnconAssoc
RE: Corrosion, Stuart, Matthew
RE: Corrosion, Pat Symons
RE: Corrosion, AnconAssoc
AREMA Serviceability Requirements, Michael Hemstad
Embedded Single Cantilever Steel Column, struct comp
RE: Embedded Single Cantilever Steel Column, Mark Miller
RE: Embedded Single Cantilever Steel Column, struct comp
Re: Residential URM, Cratylus Consulting Group
Re: Corrosion, Chris Lillback

Tue Apr 15 01:09:46 GMT 2003

Re: Greasing headed anchor rods (is it necessary?), Kho Poh Teck
Re: Embedded Single Cantilever Steel Column, Stanley E Scholl
RE: partition load, Peter Griem
RE: Detail for an existing retaining wall to future slab connection, Larry Sanchez
RE: Detail for an existing retaining wall to future slab connection, Pat Symons
RE: Detail for an existing retaining wall to future slab connection, Samir Ghosn
z shape purlin at roof, Ahcene Djebli

Wed Apr 16 00:12:33 GMT 2003

re: SURVEY REGARDING CERTIFICATION, David Merrick
RE: SURVEY REGARDING CERTIFICATION, Carter, Charlie
Section Root Radii, Richard Collins
RE: Section Root Radii, Lowen, Dave
Re: z shape purlin at roof, Paul Ransom
Plotters, Jake Watson
wood- biaxial bending, Andrew D. Kester
RE: Plotters, Barry H. Welliver
RE: wood- biaxial bending, Nuttall, Davin J.
Re: Plotters, Jeremy South
Progressive Collapse, ceeseven
RE: Addition of 1'-9" retaining wall..., Larry Sanchez
SEI/ASCE 7-02 Wind Loads, Cory Structural Engineering, P.C.
RE: wood- biaxial bending, Robert Rogers
RE: SEI/ASCE 7-02 Wind Loads, Roger Davis
load factors, Andrew D. Kester
RE: Progressive Collapse, Foy, Warren
In-Plane Rigidity Software, Gerard Madden, SE
RE: SEI/ASCE 7-02 Wind Loads, Brian K. Smith
RE: In-Plane Rigidity Software, David A. Fanella
RE: In-Plane Rigidity Software, YI

Thu Apr 17 00:38:26 GMT 2003

questions about 3D modeling software for steel structures, Clifford Schwinger
Re: questions about 3D modeling software for steel structures, Scott Maxwell
Re: load factors, Scott Maxwell
Re: SEI/ASCE 7-02 Wind Loads, Scott Maxwell
RE: Addition of 1'-9" retaining wall..., Scott Maxwell
Re: seaint Digest for 16 Apr 2003, Adam Vakiener
RE: wind loads on CMU walls, Andrew D. Kester
1997 UBC Concrete OMRF in Zone 2A, Meyer, Jonathan
Re: Progressive Collapse, ADFPE
Re: 1997 UBC Concrete OMRF in Zone 2A, THunt
[no subject], David A. Fanella
Re: questions about 3D modeling software for steel structures, Dave Langhone
Re: load factors, Seth W. Cutler
bar joists, Duane Siegfried
RE: Addition of 1'-9" retaining wall..., Larry Sanchez
RE: SEI/ASCE 7-02 Wind Loads, Chris Banbury
RE: load factors, Chris Banbury

Fri Apr 18 01:39:51 GMT 2003

Re: partition load, Rick Burch
Re: partition load, Scott Maxwell
Reinforcement failure due to concrete expansion, Ozturk OZGUR
Re: questions about 3D modeling software for steel structures, dinu panturoiu
Re: questions about 3D modeling software for steel structures, Scott Maxwell
Re: Reinforcement failure due to concrete expansion, Murat Turk
Welding plate stiffener, ASQENGG2
RE: Welding plate stiffener, Lowen, Dave
RE: Reinforcement failure due to concrete expansion, Andy Richardson
AWS D14.1 versrus AWS D1.1, Jeremy Kuhn
CMU connection/ welding rebar, Andrew D. Kester
RE: CMU connection/ welding rebar, Adair, Joel
Re: Welding plate stiffener, Christopher Wright
RE: Welding plate stiffener, Carter, Charlie
Quake-Tie?, Bill Allen
Re: Welding plate stiffener, Paul Feather
Finite Element and Reinforced Concrete, Eric Green
RE: Welding plate stiffener, Christopher Wright
RE: Welding plate stiffener, Lowen, Dave
RE: Welding plate stiffener, Carter, Charlie
Re: Reinforcement failure due to concrete expansion, Daryl Richardson
Re: load factors, Paul Ransom
Re: questions about 3D modeling software for steel structures, Paul Ransom
Re: Finite Element and Reinforced Concrete, Walt Sawruk

Sat Apr 19 09:02:48 GMT 2003

RE: questions about 3D modeling software for steel structures, vlad
RE: questions about 3D modeling software for steel structures, vlad
Re: Finite Element and Reinforced Concrete, Adolfo Gálvez Villacorta
RE: questions about 3D modeling software for steel structures, vlad
Historical Chinese Tower w/rocking base., David Merrick

Sun Apr 20 08:32:16 GMT 2003

Re:Historical Chinese Tower w/rocking base, G Vishwanath

Mon Apr 21 03:22:14 GMT 2003

[no subject], Kotha Rao
Re: Historical Chinese Tower w/rocking base., Kent Hou
Re: Historical Chinese Tower w/rocking base., Kent Hou
Concrete Swimming Pool, Gary Hodgson & Associates
RE: Concrete Swimming Pool, Puskas, David
structural engineers in the world, steve brook
Re:Historical Chinese Tower w/rocking base, David Merrick
RE: Concrete Swimming Pool, Kestner, James W.
Re: structural engineers in the world, Daryl Richardson
Re: Re:Historical Chinese Tower w/rocking base, Kent Hou
RE: Concrete Swimming Pool, Roger Turk
Re: Concrete Swimming Pool, Daryl Richardson
RE: Concrete Swimming Pool, Dave Fisher
Re: Re:Historical Chinese Tower w/rockin, Roger Turk
Re: structural engineers in the world, IBRAHIM AZIEZ
To Inc., or not to Inc., richard lewis
Re: To Inc., or not to Inc., Daryl Richardson
Re: To Inc., or not to Inc., Thom Alascio
Re: To Inc., or not to Inc., Paul Feather
RE: To Inc., or not to Inc., Gerard Madden, SE
Type K cement, GSKWY
Modeling of Grade Beam??, Bill Allen
www.cseforum.net - Discussion Forums for Civil/Structural Engineers!!!, Zeljko Popov
Re:Historical Chinese Tower w/rocking base, David Merrick
Re: Type K cement, Nels Roselund, SE
Re: Type K cement, ASLCSE
Re: Type K cement, GSKWY

Tue Apr 22 01:22:30 GMT 2003

Re: Modeling of Grade Beam??, Charley Hamilton
ETABS joist modeling question, ceeseven
Re: www.cseforum.net - Discussion Forums for Civil/Structural Engineers!!!, TYH CONSULTING ENGINEERS
RE: Concrete Swimming Pool, Gary Hodgson & Associates
Re: Type K cement, GSKWY
Re: Type K cement, Nels Roselund, SE
Re: Type K cement, THunt
RE: Type K cement, Lutz, James
AISC Unified Manual of Steel Construction - Voice your opinion, Hewitt, Chris
RE: Type K cement, Stuart, Matthew
Re: www.cseforum.net - Discussion Forums for Civil/Structural Engineers!!!, Zeljko Popov
Re: structural engineers in Brazil, Ivan Lippi
FREE STANDING MASONRY WALL, NDZ28
RE: FREE STANDING MASONRY WALL, Michael Bryson
Re: FREE STANDING MASONRY WALL, Samir Ghosn
Re: Type K cement, Nels Roselund, SE

Wed Apr 23 00:13:03 GMT 2003

Re: ETABS joist modeling question, Rick Burch
RE: www.cseforum.net - Discussion Forums for Civil/Structural Engineers!!!, raul labbe
RV: High Temp in Bolted Joints, raul labbe
Re: RV: High Temp in Bolted Joints, Christopher Wright
Section Root Radii - Re-Post, Richard Collins
Re: High Temp in Bolted Joints, David Sharp
RE: Modeling of Grade Beam??, Robert Rogers
RE: Modeling of Grade Beam??, Bill Allen
Welded Headed Studs, Regis King
RE: Welded Headed Studs, Gary Ehrlich
RE: Modeling of Grade Beam??, Robert Rogers
RE: Welded Headed Studs, Jake Watson
RE: Modeling of Grade Beam??, Glass, Gordon
CALI- dbl check those calcs!, Andrew D. Kester
steel costs, Andrew D. Kester
RE: Modeling of Grade Beam??, Glenn Otto
RE: CALI- dbl check those calcs!, Gerard Madden, SE
H-1B issue, Rbengrguy
Concrete disintegration, Mike Livingston
RE: Concrete disintegration, Kestner, James W.
RE: Concrete disintegration, Kestner, James W.
Re: Concrete disintegration, Ken Johnson
Concrete disintegration, Roger Turk
whistle blowing, Andrew D. Kester
Re: Concrete disintegration, THunt

Thu Apr 24 01:01:24 GMT 2003

Re: whistle blowing, vicpeng
RE: whistle blowing, Schwan, Martin K.
RE: whistle blowing, Haan Scott M DPW CIVIL ENGR(n)
Re: whistle blowing, Stanley E Scholl
Re: Concrete disintegration, Stanley E Scholl
Re: Concrete disintegration, Murat Turk
RE: whistle blowing, Jake Watson
old beams, Brian K. Smith
RE: old beams, Lowen, Dave
RE: old beams, Brian M. Spencer
Re: steel costs, Davis Parsons
Deicing Fluids, Speck, Todd M
Modeling of Grade Beam, Rand Holtham, P.E., Sigma Engineers
RE: old beams, Brian K. Smith
RE: Modeling of Grade Beam??, Bill Allen
RE: Modeling of Grade Beam??, Dave Evans
Re: Concrete disintegration, syed faiz ahmad
Steel naming conventions, Jay Shilstone
RE: Steel naming conventions, Lowen, Dave
RE: Steel naming conventions, Barry H. Welliver
RE: Steel naming conventions, Glass, Gordon
Re: Steel naming conventions, Paul Feather
Shrinkage Test, Mario De Jesus
RE: Steel naming conventions, Bruce Holcomb

Fri Apr 25 00:11:10 GMT 2003

Re: Shrinkage Test, Cratylus Consulting Group
RE: Shrinkage Test, Nick Blackburn
Re: Steel naming conventions, ken kirkland
Historic Wood Structure; How to Determine Wood Material Properties ?, Robert Rogers
Historic Wood Structure; How to Determin, Roger Turk
RE: Historic Wood Structure; How to Determin, Robert Rogers
Re: Concrete disintegration, GSKWY
Re: Historic Wood Structure; How to Determin, richard lewis
RE: Historic Wood Structure; How to Dete, Roger Turk
RE: Historic Wood Structure; How to Determin, Barry H. Welliver
RE: Historic Wood Structure; How to Dete, Robert Rogers
RE: Historic Wood Structure; How to Determine Allowable Stresses, Robert Rogers
RE: Historic Wood Structure; How to Determine Allowable Stresses, Barry H. Welliver
log cabin structure, Mark Baker
RE: Questions are too long, Larry Sanchez
Residential Work - Riverside San Diego Areas, Paul Feather
RE: Questions are too long, Dennis S. Wish
SEISMIC MISSING MASS, Juan José Treff De la Mora
RE: Questions are too long, Scott Maxwell
RE: Historic Wood Structure; How to Determin, Dennis S. Wish
RE: Historic Wood Structure; How to Dete, Roger Turk
RE: Questions are too long, Bruce Holcomb
RE: Historic Wood Structure; How to Dete, Robert Rogers
Re: SEISMIC MISSING MASS, Charley Hamilton
RE: Historic Wood Structure; How to Determin, Tim Allison
environmental criteria for Israel, Dave Evans
RE: Questions are too long, BCainse
Re: SEISMIC MISSING MASS, Walt Sawruk
RE: SEISMIC MISSING MASS, Mesbah
Re: SEISMIC MISSING MASS, Christopher Wright

Sat Apr 26 00:29:29 GMT 2003

Re: environmental criteria for Israel, Scott Maxwell
E-mail replies...how do you do that?, Mark Geoghegan
Re: E-mail replies...how do you do that?, Scott Maxwell
Re: E-mail replies...how do you do that?, Scott Maxwell
Re: E-mail replies...how do you do that?, Charley Hamilton
Teaching Position, GSKWY
Seismic loads in south Florida, Foy, Warren

Sun Apr 27 01:31:43 GMT 2003

UBC 1630.2.1 - SEISMIC DEAD LOAD, Kotha Rao
Re: environmental criteria for Israel, I. Katz
RE: Shrinkage Test, Mario De Jesus
Structure's life expectancy, desi j kiss
Re: Structure's life expectancy, Daryl Richardson
RE: Shrinkage Test, Mario De Jesus
RE: RV: High Temp in Bolted Joints, raul labbe
Re: environmental criteria for Israel, I. Katz

Mon Apr 28 04:41:45 GMT 2003

Federal Standards, Mark Gilligan
RE: UBC 1630.2.1 - SEISMIC DEAD LOAD, Bill Marczewski
MODAL ANALYSIS., maaz siddig ibrahim
FL loads, Andrew D. Kester
RE: UBC 1630.2.1 - SEISMIC DEAD LOAD, Scott Maxwell
Re: FL loads, Padmanabhan Rajendran
Re: MODAL ANALYSIS., Christopher Wright
Re: Seismic loads in south Florida, Tripp Howard
RE: Federal Standards, Armijo, John J (PWCSD 420)
Re: Structure's life expectancy, Adolfo Gálvez Villacorta
RE: Federal Standards, Andel James Contr AAC/WMO
Re: Structure's life expectancy, GSKWY
Re: Questions are too long, richard lewis
test, Thom Alascio
"Structural Engineering" Magazine, Gary Hodgson & Associates
Comprehensive SE Review Workshops in SF & LA, May-Oct 2003, StructuralReview
RE: UBC 1630.2.1 - SEISMIC DEAD LOAD, Yousefi, Ben
Re: "Structural Engineering" Magazine, Scott Maxwell
URGENT: Strong Motion and Seismic Hazards Mapping programs, scgordin
RE: "Structural Engineering" Magazine, Peter James
Re: Structure's life expectancy, David Merrick
RE: URGENT: Strong Motion and Seismic Hazards Mapping programs, Max Jasper
Re:Historical Chinese Tower w/rocking base, David Merrick
Re: Questions are too long, Daryl Richardson
thanks to all on log cabin post, Mark Baker
Column with torsion, Michael Hemstad
Re: Column with torsion, Rick . Drake

Tue Apr 29 04:27:28 GMT 2003

Re: Historic Wood Structures, DECAY, Thor Matteson, SE
Short Course Announcement - Numerical Analysis in Geotechnical En gineering, Wernmark, Ulrika M K
Looking for a Good Cold-Form Steel Design Reference, Robert Rogers
RE: Looking for a Good Cold-Form Steel Design Reference, Lowen, Dave
RE: Looking for a Good Cold-Form Steel Design Reference, Gary Hodgson & Associates
Rw factor, UBC 97, Milton Veloz
Seismic in FL, Andrew D. Kester
Re: Column with torsion, Christopher Wright
Re: Structure's life expectancy, Jordan Truesdell, P.E.
Seismic in FL, Roger Turk
RE: Seismic in FL, Foy, Warren
Re: Rw factor, UBC 97, THunt
Re: Rw factor, UBC 97, Jason Emoto
Re: Looking for a Good Cold-Form Steel Design Reference, Daryl Richardson
Re: Looking for a Good Cold-Form Steel Design Reference, Nels Roselund, SE
RE: Rw factor, UBC 97, Lutz, James
Re: Historic Wood Structures, DECAY, Daryl Richardson
HP 36" Plotter For SAle, Ahcene Djebli
Seismic load combinations and ASME Section VIII pressure vessels, Tom Barsh @ Codeware
RE: Looking for a Good Cold-Form Steel Design Reference, Effland, Greg
Re: Seismic load combinations and ASME Section VIII pressure vessels, Rick . Drake
Out of plane wall anchorage, j . grill
RE: Out of plane wall anchorage, Gerard Madden, SE
Re: Seismic load combinations and ASME Section VIII pressure ve, Christopher Wright
RE: Out of plane wall anchorage, j . grill
Re: Seismic load combinations and ASME Section VIII pressure ve, Tom Barsh @ Codeware

Wed Apr 30 02:52:29 GMT 2003

Re: Seismic load combinations and ASME Section VIII pressure ve, Christopher Wright
Shading Concrete in CAD Detail, richard lewis
Re: Shading Concrete in CAD Detail, Paul Feather
RE: Shading Concrete in CAD Detail, Gerard Madden, SE
Load Bearing Veneer, Mike Zaitz
Seismic loads on ASME VIII pressure vessels, Richard Hess
AIA Payment Application Spreadsheet, Ken Peoples
AIA Payment Application Spreadsheet, Ken Peoples
What happened to the "C" dimension on bolts/nuts?, ESuk
RE: What happened to the "C" dimension on bolts/nuts?, Carter, Charlie
AISC hole edge distance, Rmhansonsece
Glazing Wall subject to Aircraft Thrust, John MacLean
Re: AISC hole edge distance, Rick . Drake
Re: Structure Magazine, Paul Ransom

Thu May 01 00:50:53 GMT 2003

U. S. Navy Soils Design Manual, Pat Symons
MATRIX ANALYSIS, IBRAHIM AZIEZ
Re: MATRIX ANALYSIS, Christopher Wright
RE: MATRIX ANALYSIS, Mark Hickey
Canadian General Review of Construction, Paul Ransom
Re: Glazing Wall subject to Aircraft Thrust, Rlfong
Re: U. S. Navy Soils Design Manual, Dave Walter
RE: U. S. Navy Soils Design Manual, Foy, Warren
RE: U. S. Navy Soils Design Manual, Tripp Howard
RE: U.S. Navy Soil Design Manual, Andel James Contr AAC/WMO
RE: U.S. Navy Soil Design Manual, Pat Symons
Topping required on precast plank?, Terry Triest
Re: MATRIX ANALYSIS, Roger Turk
RE: Topping required on precast plank?, Robert Rogers
Re: Shading Concrete in CAD Detail, richard lewis
curved steel beams, Andrew D. Kester
RE: Topping required on precast plank?, Terry Triest
Hot Dipped Galvanized A722 Rods, Stuart, Matthew
Re: MATRIX ANALYSIS, Daryl Richardson
Re: Hot Dipped Galvanized A722 Rods, David Sharp
Flare Bevel Weld, Jeremy Kuhn
Tuesday night Digest, Directorengjw
RE: Flare Bevel Weld, Chan, David
Re: MATRIX ANALYSIS, Christopher Wright
Perforated Shear Wall Analysis - Rational Anlaysis vs. ?, Christopher S. Campbell
RE: Topping required on precast plank?, Al Meyer
brick veneer/ airport wind loads, Andrew D. Kester
Re: Topping required on precast plank?, Davis Parsons

Fri May 02 00:35:15 GMT 2003

RE: Flare Bevel Weld, Brian M. Spencer
Solid Grout Existing CMU Wall, Jim Persing
RE: curved steel beams, Kestner, James W.
RE: MATRIX ANALYSIS, Mark Hickey
Re: U. S. Navy Soils Design Manual, William W Chern
Re: Looking for a Good Cold-Form Steel Design Reference, Jim Hannah
Re: curved steel beams, Gary Hodgson & Associates
Re: Solid Grout Existing CMU Wall, Jake Watson
RE: Solid Grout Existing CMU Wall, Peter James
Re: MATRIX ANALYSIS, Christopher Wright
Snow Loads - UBC Appendix 16, Kurt Cornell
RE: Looking for a Good Cold-Form Steel Design Reference, Gary Hodgson & Associates
Welding question (for steel that's to be galvanized), Clifford Schwinger
RE: Welding question (for steel that's to be galvanized), Lowen, Dave
RE: Welding question (for steel that's to be galvanized), Sherman, William
RE: Welding question (for steel that's to be galvanized), Bob Shaw
Re: Solid Grout Existing CMU Wall, D. Woodham
Column with torsion, Michael L. Hemstad
Re: U. S. Navy Soils Design Manual, William W Chern
RE: U. S. Navy Soils Design Manual, Pat Symons
Re: Welding question (for steel that's to be galvanized), Richard Fennell
Concrete floor joist HELP, Brian K. Smith
RE: Concrete floor joist HELP, Max Jasper
RE: Concrete floor joist HELP, Caldwell, Stan
Re: Solid Grout Existing CMU Wall, Nels Roselund, SE
RE: Looking for a Good Cold-Form Steel Design Reference, Dennis Wish

Sat May 03 01:43:12 GMT 2003

RE: Looking for a Good Cold-Form Steel Design Reference, Larry Sanchez
Re: U. S. Navy Soils Design Manual, Cratylus Consulting Group
Structuralist.Net finally up - well almost!, Dennis Wish
RE: Looking for a Good Cold-Form Steel Design Reference, Dennis Wish
test, TTB

Sun May 04 03:31:55 GMT 2003

Concrete Nails, Daryl Richardson
RE: Concrete Nails, Max Jasper
Re: Structuralist.Net finally up - well almost!, Nels Roselund, SE
Re: Concrete Nails, Scott Maxwell
UBC 97: Soil Liquefaction, Mahmood Mufti
Re: Concrete Nails, Daryl Richardson
RE: Concrete Nails, Gerard Madden, SE
Re: Concrete Nails, Gleans Construction & Engineering CO.
RE: Concrete Nails, Gerard Madden, SE

Mon May 05 12:01:27 GMT 2003

Re: Concrete Nails, Gary Hodgson & Associates
Last Announcement: SE Review in SF & LA, May-Oct 2003, StructuralReview
Concrete Nails, Michael L. Hemstad
RE: "Structural Engineering" Magazine, Peter James
Wood Supporting Steel, Seth W. Cutler
Re: Wood Supporting Steel, ASLCSE
Re: Wood Supporting Steel, Samir Ghosn
Re: Wood Supporting Steel, Seth W. Cutler
steel sheet piles, Gary
Re: steel sheet piles, Neil Moore

Tue May 06 04:04:07 GMT 2003

Ferro Cement Dome Roofs, marfra
Re: Ferro Cement Dome Roofs, Simon
Re: "Structural Engineering" Magazine, William W Chern
RE: steel sheet piles, Stuart, Matthew
Re: steel sheet piles, THunt
Temporary Timber Mats, npitera
RE: steel sheet piles, Brian K. Smith
Re: steel sheet piles, Tripp Howard
Af/Aw Value, ESuk
Re: Af/Aw Value, Rick . Drake
What spec for coupler to F1554 GR 105 Anchor Bolt ?, Randy Miner
RE: Temporary Timber Mats, Al Greene
Re: Temporary Timber Mats, Daryl Richardson
Re: Temporary Timber Mats, Nels Roselund, SE
NDA Question, Johnny Drozdek
RE: NDA Question, Max Jasper
RE: NDA Question, Steven Powell
Re: NDA Question, Paul Feather
RE: NDA Question, Gerard Madden, SE

Wed May 07 00:01:34 GMT 2003

perforated shear walls, Casano, Karen
Re: NDA Question, Ray Pixley
HSS Truss Stability, Paul Feather
Re: Wood Supporting Steel, ken kirkland
Swimming pools, Geryes Awwad
RE: Wood Supporting Steel, Peter James
Narrow Garage Piers - Residential, Dave Adams
RE: HSS Truss Stability, Carter, Charlie
Re: Swimming pools, Cratylus Consulting Group
Re: Narrow Garage Piers - Residential, Jason Emoto
RE: Wood Supporting Steel, George Richards P.E.
CURVED/RADIUS Wood Beams, Gerard Madden, SE
Re: HSS Truss Stability, Paul Feather
RE: CURVED/RADIUS Wood Beams, George Richards P.E.
Re: CURVED/RADIUS Wood Beams, Paul Feather
Re: HSS Truss Stability, Daryl Richardson
Re: CURVED/RADIUS Wood Beams, Daryl Richardson
Narrow Garage Piers (Case closed - Thanks, Jason!), Dave Adams
Re: CURVED/RADIUS Wood Beams, David Topete
steel sheet piles, Michael L. Hemstad
Re: HSS Truss Stability, Dave Evans
Re: Ferro Cement Dome Roofs, syed faiz ahmad

Thu May 08 00:01:16 GMT 2003

ASCE 7 Wind, Kestner, James W.
RE: perforated shear walls, Dennis Wish
RE: Narrow Garage Piers - Residential, Dennis Wish
RE: Enclosure calculation, Andy Richardson
RE: perforated shear walls, Kestner, James W.
Welding question (for steel that's to be galvanized), Michael L. Hemstad
ASCE 7 Wind, Roger Turk
Re: structural engineers in the world, Jojo Bascug
Grade for Equipment Seismic Design Force, Nels Roselund, SE
Structural Engineers, Bakerhall1
steel lintel for brick, Andrew Kester
RE: Grade for Equipment Seismic Design Force, Lutz, James
RE: steel lintel for brick, Dave Fisher
Re: Grade for Equipment Seismic Design Force, Nels Roselund, SE
RE: steel lintel for brick, Greg Meyer
Re: ASCE 7 Wind, jencinas
RE: Grade for Equipment Seismic Design Force, Sherman, William
steel lintel for brick, Roger Turk
Elevator/Escalator question, Clifford Schwinger
Plywood and OSB, IBRAHIM AZIEZ
RE: Plywood and OSB, Tom Skaggs

Fri May 09 02:00:10 GMT 2003

ASTM A-513, George Richards P.E.
Re: ASTM A-513, Christopher Wright
Re: seaint Digest for 8 May 2003, Jeff Walsh
pl take me out from the list, sirshendu mondal
Re: Elevator/Escalator question, Jim Getaz
FW: NAVFAC Guidance Documents On-Line, Foy, Warren
Re: Grade for Equipment Seismic Design Force, Rick . Drake
Log Construction questions, John H. Cato, jr., R.A.
RE: Log Construction questions, Tom Skaggs
RE: Plywood and OSB, David Merrick
Site Specific Seismic Coefficient, Mike Auchter
Braced Frame Cladding, Seth W. Cutler
RE: Braced Frame Cladding, Gary
RE: Site Specific Seismic Coefficient, Gerard Madden, SE
RE: Braced Frame Cladding, Gerard Madden, SE
RE: Braced Frame Cladding, brian stanley
RE: ASTM A-513, Scott, William N.
Re: Log Construction questions, Forrest Braun
Re: Braced Frame Cladding, Daryl Richardson
RE: Braced Frame Cladding, Seth W. Cutler
Autodesk Revit building modeler, steve brook
RE: Autodesk Revit building modeler, Jim Persing
Re: Braced Frame Cladding, Cratylus Consulting Group

Sat May 10 01:51:19 GMT 2003

RE: Site Specific Seismic Coefficient, sacharya
RE: Autodesk Revit building modeler, Barry H. Welliver
RE: ASTM A-513, George Richards P.E.
Autodesk Revit building modeler, Roger Turk
RE: Autodesk Revit building modeler, Dennis Wish
Re: Braced Frame Cladding, Mark Gilligan
RE: Autodesk Revit building modeler, Bill Allen
Simplified Seismic Design Trends, Barry H. Welliver
Re: Log Construction questions, John H. Cato, jr., R.A.

Sun May 11 02:17:00 GMT 2003

Re: Log Construction questions, John H. Cato, jr., R.A.

Mon May 12 14:01:14 GMT 2003

Wall Footing Submerged 8 hours after Pour, Troy Madlem
RE: Wall Footing Submerged 8 hours after Pour, Eric Green
RE: Wall Footing Submerged 8 hours after Pour, Nick Blackburn
Re: Wall Footing Submerged 8 hours after Pour, Nels Roselund, SE
Re: Wall Footing Submerged 8 hours after Pour, THunt
RE: Site Specific Seismic Coefficient, Yousefi, Ben
Re: Simplified Seismic Design Trends, Fred M. Turner
RE: Simplified Seismic Design Trends, Barry H. Welliver
Re: Wall Footing Submerged 8 hours after Pour, Daryl Richardson
sheet piles, one more time, Gary
RE: Simplified Seismic Design Trends, Jim Persing
RE: sheet piles, one more time, Brian K. Smith
HSS material, Michael Hemstad
RE: HSS material, Vance Grover
RE: Simplified Seismic Design Trends, Scott Maxwell

Tue May 13 00:02:46 GMT 2003

Re: ASTM A-513, Bob Kazanjy
RE: Simplified Seismic Design Trends, Jim Persing
RE: Simplified Seismic Design Trends, Barry H. Welliver
RE: Simplified Seismic Design Trends, Barry H. Welliver
RE: Simplified Seismic Design Trends, Christopher Wright
Photos Wanted, Kestner, James W.
HSS Design Spec, Seth W. Cutler
RE: HSS Design Spec, Stuart, Matthew
RE: HSS Design Spec, Nick Blackburn
RE: Simplified Seismic Design Trends, Bruce Holcomb

Wed May 14 00:33:00 GMT 2003

RE: Simplified Seismic Design Trends, Jim Persing
IBC Seismic questions, Rick Burch
RE: Simplified Seismic Design Trends, Christopher Wright
RE: IBC Seismic questions, Jake Watson
RE: IBC Seismic questions, Gerard Madden, SE
Re: Photos Wanted, Murat Turk
Re:HSS Design Spec, Kipp . A . Martin
Re: HSS Design Spec, Drew Morris
Fireproof partitions, ESuk
RE: Fireproof partitions, Stuart, Matthew
Wood "Nailed" Moment Connection, Robert Rogers
Lag Screws -- Shear Capacity in plywd, Nels Roselund, SE
Re: Wood "Nailed" Moment Connection, Samir Ghosn
RE: Fireproof partitions, ESuk
Re: Simplified Seismic Design Trends, Janah A. Risha
RE: Fireproof partitions, Schwan, Martin K.
RE: Wood "Nailed" Moment Connection, John Rose
RE: Lag Screws -- Shear Capacity in plywd, Glenn Otto
Re: Lag Screws -- Shear Capacity in plywd, Drew Morris

Thu May 15 14:17:28 GMT 2003

Fireproof partitions, AWC Info
Monorail Design, Mark Seifried
Overlay Conc. Mix Design, Varma
last sheet pile question, Gary
Rigid Foam and Concrete Overlay, Eric Green
RE: last sheet pile question, Stuart, Matthew
RE: Overlay Conc. Mix Design, Stuart, Matthew
Torsion in extruded alum tube sections, Alexander Sasha Itsekson

Fri May 16 00:14:03 GMT 2003

Re: Overlay Conc. Mix Design, Cratylus Consulting Group
Rigid Foam and Concrete Overlay, Meyer, Jonathan
Wood "Nailed" Moment Connection, Rand Holtham, P.E., Sigma Engineers
Gage Metal HSS, Michael Hemstad
RE: Wood "Nailed" Moment Connection, Eric Ober
Re: Gage Metal HSS, Christopher Wright
RE: Rigid Foam and Concrete Overlay, Eric Green
NEHRP 2000 (FEMA 368) Maps 1 - 24 ..., Peter Rangelow
RE: NEHRP 2000 (FEMA 368) Maps 1 - 24 ..., Scott, William N.

Sat May 17 06:39:04 GMT 2003

Berloy Joists, John S
Re: Plywood and OSB, William W Chern
Re: Fireproof partitions, William W Chern
Gallery Walls, Mark Hickey
Re: NEHRP 2000 (FEMA 368) Maps 1 - 24 ..., Structures Online

Sun May 18 16:17:35 GMT 2003

Columns exposed to lateral loads, John Nader
Monorail Design, CarlS95

Mon May 19 13:30:11 GMT 2003

Re: Monorail Design, Jim Carey
Using aisc_search.dll in Visual Basic for Applications, Adair, Joel
RE: Using aisc_search.dll in Visual Basic for Applications, Stuart, Matthew
Column Canopy R value, Samir Ghosn
RE: Column Canopy R value, Yousefi, Ben
RE: Column Canopy R value, Dave Adams
RE: Column Canopy R value, Jim Persing
RE: Column Canopy R value, Samir Ghosn
Re: Columns exposed to lateral loads, Rick . Drake
OCBF Connections, Dan Hernandez
Wood "Nailed" Moment Connection, Rand Holtham, P.E., Sigma Engineers
Wind Question, Sarkar, Surjit

Tue May 20 01:16:35 GMT 2003

Re: Rigid Foam and Concrete Overlay, GSKWY
Structuralist.Net, Dennis Wish
Use of seal, stamp or title by unregistered person, desi j kiss
RE: Use of seal, stamp or title by unregistered person, Steve Widmayer
RE: Wood "Nailed" Moment Connection, Eric Ober
STEEL DESIGN REFERENCE, Juan Jos� Treff De la Mora
RE: STEEL DESIGN REFERENCE, Larry Sanchez
New concrete SOG on existing SOG, Bill Marczewski
RE: STEEL DESIGN REFERENCE, Ron Hill
Re: Use of seal, stamp or title by unregistered person, BCainse
RE: STEEL DESIGN REFERENCE, Robert Rogers
STEEL DESIGN REFERENCE, Roger Turk
RE: New concrete SOG on existing SOG, Bruce Holcomb
Crane impact factors in AISC / Building Codes / ASCE 7/ CMAA, Bruce Holcomb

Wed May 21 01:37:01 GMT 2003

AWWA Class values, Pat Symons
RE: STEEL DESIGN REFERENCE, Dave Adams
SEA logo, Al Meyer
Structural Properties of Teak?, Caldwell, Stan
vacuum dewatering, Marten Eddy
RE: STEEL DESIGN REFERENCE, Effland, Greg
RE: Structural Properties of Teak?, Eric Ober
OCBF, Dan Hernandez
RE: Structural Properties of Teak?, George Richards P.E.
Re: OCBF, j . grill
Re: OCBF, Seth W. Cutler
Light Guage Steel Design, Bob Fouladi
steel book, warehouse slab, Andrew Kester
Wood "Nailed" Moment Connection, Rand Holtham, P.E., Sigma Engineers
RE: OCBF, Dan Hernandez
RE: Light Guage Steel Design, Alden Manipula, E.I.T.
RE: New concrete SOG on existing SOG, Frank Hartzell
Seismic using 2000 IBC / 1997 AISC Seismic Provisions, Bruce Holcomb
Re: New concrete SOG on existing SOG, GSKWY
RE: Seismic using 2000 IBC / 1997 AISC Seismic Provisions, Jake Watson
RE: OCBF, Jake Watson
Re: Light Guage Steel Design, IBRAHIM AZIEZ
RE: Use of seal, stamp or title by unregistered person, Dennis Wish
OMRF, Seth W. Cutler
RE: Use of seal, stamp or title by unregistered person, Dennis Wish
Dog Urine vs. Concrete Wall, Daryl Richardson

Thu May 22 00:04:13 GMT 2003

Re: New concrete SOG on existing SOG, THunt
RE: Seismic using 2000 IBC / 1997 AISC Seismic Provisions, Scott Maxwell
Re: Dog Urine vs. Concrete Wall, Nels Roselund, SE
Re: Dog Urine vs. Concrete Wall, Cratylus Consulting Group
Collector Element - UBC 97 1633.2.6, YI
Re: Use of seal, stamp or title by unregistered person, desi j kiss
RE: Collector Element - UBC 97 1633.2.6, Gerard Madden, SE
RE: Dog Urine vs. Concrete Wall, Gerard Madden, SE
RE: Dog Urine vs. Concrete Wall, brian stanley
warehouse slab/ CA stamp, Andrew Kester
RE: Seismic using 2000 IBC / 1997 AISC Seismic Provisions, Peter Griem
Re: Crane impact factors in AISC / Building Codes / ASCE 7/ CMAA, Gary Hodgson & Associates
rust in reinforcement, Puebla Raul
Re: warehouse slab/ CA stamp, M. David Finley, P.E.
stamped concrete driveway, Andrew Kester
Re: warehouse slab/ CA stamp, GSKWY
RE: Crane impact factors in AISC / Building Codes / ASCE 7/ CMAA, Effland, Greg
RE: OMRF, Gary
Re: warehouse slab/ CA stamp, Christopher Wright
CONNECTION DESIGN, Juan Jos� Treff De la Mora
Thermal Factor, Fernando S Fonseca
Re: Crane impact factors in AISC / Building Codes / ASCE 7/ CMA, Christopher Wright
RE: Collector Element - UBC 97 1633.2.6, YI
Re: stamped concrete driveway, Stanley E Scholl
Re: Wind Question, THunt
Re: warehouse slab/ CA stamp, BCainse
Re: CA stamp/wet stamp/dry stamp/state's, Roger Turk
RE: warehouse slab/ CA stamp, Jim Persing
Shear Tab Connections, Kestner, James W.
Re: rust in reinforcement, THunt
need help on a project LA area, George Richards P.E.
RE: stamped concrete driveway, Jan Harris

Fri May 23 01:25:20 GMT 2003

Re: Thermal Factor, Rick Burch
buoyancy in concrete, Gary Hodgson & Associates
Differences between UBC 91/UBC 97, milton francisco veloz de la cruz
Re: Wind Question, jencinas

Tue May 27 18:53:34 GMT 2003

FEMA-273, KRALIK Georg -NUCLEAR
wind deflection limits, Gary
rust in reinforcement, Larry_Reynolds
Residential Partition Dead Load, james adrian adams
No digest for May 23-26, Bill Marczewski
Water vapor units, GSKWY
RE: Water vapor units, Ralph Benson
Wind Question, Larry_Reynolds
Re: Water vapor units, THunt
RE: Water vapor units, Randall H. Collier
Re: Water vapor units, Tim Allison
Re: Water vapor units, Forrest Braun
Re: Water vapor units, Ed . Haninger
2000 IBC seismic questions, Sherman, William
e-Conference on "Computer modeling of structures", Structures Online
RE: FEMA-273, Tom Skaggs
Basic CMU design (was Fireproof partitions), ESuk
Re: Basic CMU design (was Fireproof partitions), D. Woodham
Re: Water vapor units, GSKWY
RE: Water vapor units, Larry_Reynolds

Wed May 28 00:23:50 GMT 2003

Earthquake Fault and magnitude, Sonsur
RE: Earthquake Fault and magnitude, Gunnar Hafsteinn Isleifsson
Re: 2000 IBC seismic questions, Rick Burch
test, james adrian adams
Re: Basic CMU design (was Fireproof partitions), Jordan Truesdell, P.E.
RE: seaint Digest for 27 May 2003, Munoz, Pedro
RE: Earthquake Fault and magnitude, Armijo, John J (PWCSD 420)
Re: Basic CMU design (was Fireproof partitions), ESuk
Wood Construction Holdowns at Corners, Kestner, James W.
RE: Basic CMU design (was Fireproof partitions), Bill Allen
Re: Wood Construction Holdowns at Corners, Seth W. Cutler
Re: Wood Construction Holdowns at Corners, Jnapd
RE: Wood Construction Holdowns at Corners, Bill Allen
Re: Basic CMU design (was Fireproof part, Roger Turk
Re: Water Vapor Units, Cain, William
Re: Basic CMU design (was Fireproof part, ESuk
RE: Wood Construction Holdowns at Corners, Kestner, James W.
Re: Wood Construction Holdowns at Corners, Pat Clark
RE: Wood Construction Holdowns at Corners, Seth W. Cutler
RE: Earthquake Fault and magnitude, Schwan, Martin K.
RE: Wood Construction Holdowns at Corners, Bill Allen
RE: Wood Construction Holdowns at Corners, Bill Allen

Thu May 29 10:59:54 GMT 2003

seismic - site classification, brian stanley
RE: Wood Construction Holdowns at Corners, Bill Allen
RE: 2000 IBC seismic questions, Sherman, William
Wanted - Structural Engineer w/Fall Protection Expertise, John Whitty
WWF in slabs on form deck, CHRIS BOWERS
RE: WWF in slabs on form deck, brian stanley
Stone Buildings, Barry H. Welliver
Re: WWF in slabs on form deck, Jordan Truesdell, P.E.
RE: WWF in slabs on form deck, Kestner, James W.
RE: WWF in slabs on form deck, Jordan Truesdell, P.E.
Re: WWF in slabs on form deck, Seth W. Cutler
type of iron of metallic bridges Acrow panel, Puebla Raul
Re: Stone Buildings, Nels Roselund, SE
RE: WWF in slabs on form deck, Bill Allen
Re: Earthquake Fault and magnitude, Structures Online
Nevada Structural Engineer, Dave Adams
square tubing loads, Stephen Koontz
wood designers only, David Merrick
CONNECTION DESIGN again, Juan Jos� Treff De la Mora
Wind uplift on Roof, richard lewis
Re: Residential Partition Dead Load, G M

Fri May 30 00:00:05 GMT 2003

FW: WWF in slabs on form deck, LaCount, Curt
Re: square tubing loads, Nels Roselund, SE
Re: square tubing loads, Charley Hamilton
Wind uplift on Roof, Roger Turk
RE: Wood Construction Holdowns at Corners, Chris Roper
RE: Wood Construction Holdowns at Corners, Gerard Madden, SE
Re: Wind uplift on Roof, Tripp Howard
Re: FW: WWF in slabs on form deck, Tripp Howard
RE: Wood Construction Holdowns at Corners, Bill Allen
bridge crane system design example, Igor Kharitonoff
Re: bridge crane system design example, Paul Feather
Re: bridge crane system design example, Christopher Wright
RE: bridge crane system design example, John Whitty
Re: Wood Construction Holdowns at Corners, Jnapd
old rib bolts, Dave Evans
Re: Wood Construction Holdowns at Corners, Gary Hodgson & Associates
Re: old rib bolts, Cratylus Consulting Group
RE: Wood Construction Holdowns at Corners, Mark Geoghegan
Re: Wood Construction Holdowns at Corners, Charley Hamilton
RE: Wood Construction Holdowns at Corners, Schwan, Martin K.
Re: Wood Construction Holdowns at Corners, Cratylus Consulting Group
Re: bridge crane system design example, Juan Jos� Treff De la Mora
Re: CONNECTION DESIGN again, THunt
old rib bolts, Roger Turk
Re: Wood Construction Holdowns at Corners, Jnapd
RE: Wood Construction Holdowns at Corners, Dennis Wish
RE: Wood Construction Holdowns at Corners, Bill Allen
RE: Wood Construction Holdowns at Corners, Gerard Madden, SE

Sat May 31 01:17:44 GMT 2003

RE: Wood Construction Holdowns at Corners, Bill Allen
RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Pat Clark
Re: RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Nels Roselund, SE
Re: RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Pat Clark
Re: seaint Digest for 30 May 2003, Mustafa Igdelioglu
RE: RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Dennis Wish
Re: RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Nels Roselund, SE
Re: old rib bolts, Mark D. Anderson PE
Re: type of iron of metallic bridges Acrow panel, Mark D. Anderson PE
Property beta-sub-w, Tom Higgins
Re: Property beta-sub-w, Nels Roselund, SE
RE: Property beta-sub-w, HEATH MITCHELL

Sun Jun 01 06:34:37 GMT 2003

Re: seaint Digest for 31 May 2003, Mustafa Igdelioglu
EFFECT OF MASS IRREGULARITIES ON SEISMIC PERFORMANCE OF BUILDINGS, harikrishna damera
RE: Wind Loads, raul labbe
RE: Property beta-sub-w, Bill Marczewski

Mon Jun 02 03:59:28 GMT 2003

Column End Plates 3-D Non-Linear Analysis with ANSYS, Muhammad Akhtar
Re: seaint Digest for 1 Jun 2003, Mustafa Igdelioglu
RE: EFFECT OF MASS IRREGULARITIES ON SEISMIC PERFORMANCE OF BUILDINGS, Berair, Tarik
Re: old rib bolts, David Sharp
RE: Column End Plates 3-D Non-Linear Analysis with ANSYS, Jake Watson
MACHINERY SUPPORT DESIGN, Juan Jos� Treff De la Mora
Corridor loading, Seth W. Cutler
Re: MACHINERY SUPPORT DESIGN, Christopher Wright
RE: Corridor loading, Peter Griem
RE: Corridor loading, Seth W. Cutler
RE: Corridor loading, Gerard Madden, SE

Tue Jun 03 02:23:09 GMT 2003

Wanted - Structural Engineer w/Fall Protection Expertise, Larry_Reynolds
RE: bridge crane system design example, Larry_Reynolds
type of iron of metallic bridges Acrow panel, Larry_Reynolds
AB, jim jensen
Re: seaint Digest for 2 Jun 2003, Mustafa Igdelioglu
Brick under lintel, Dwain Hendershot
RE: Brick under lintel, Stuart, Matthew
Re: Column End Plates 3-D Non-Linear Analysis with ANSYS, Syed A Masroor
Steel Casing Pipe Joint Welds, Ken Peoples
Re: Steel Casing Pipe Joint Welds, Richard M. Beldyk, P.E., CPEng
Re: Steel Casing Pipe Joint Welds, THunt
Re: Steel Casing Pipe Joint Welds, Christopher Wright
RE: Steel Casing Pipe Joint Welds, Lowen, Dave
Condemned p-t building in Miami, GSKWY
RE: Corridor loading, Scott Maxwell

Wed Jun 04 04:05:27 GMT 2003

Re: Steel Casing Pipe Joint Welds, Stanley E Scholl
Tapered Steel Beam, Bill Marczewski
RE: Tapered Steel Beam, Lowen, Dave
RE: Tapered Steel Beam, Glass, Gordon
welding studs to existing, corroded steel, Glass, Gordon
brick lintel clarification, Andrew Kester
Temperature Controlled Concrete, Abhay Chauhan
Brick under lintel, Bibbs, David
Re: welding studs to existing, corroded steel, THunt
Tapered Steel Beam, Michael Hemstad
augered piles, Michael Hemstad
RE: augered piles, Lutz, James
RE: augered piles, Bruce Holcomb
augered piles, Roger Turk
RE: augered piles, Stuart, Matthew
RE: augered piles, Caldwell, Stan
Question regarding combined axial and bending on wall, Gulbrandsen, Peter W
RE: augered piles, Caldwell, Stan
Re: Temperature Controlled Concrete, THunt
Re: augered piles, Cratylus Consulting Group
Re: Temperature Controlled Concrete, Stanley E Scholl
Re: Question regarding combined axial and bending on wall, Stanley E Scholl
RE: Question regarding combined axial and bending on wall, Jake Watson

Thu Jun 05 04:36:23 GMT 2003

Re: augered piles, jim jensen
Brick support, Dwain Hendershot
Re: augered piles expansive soils, Chris Lillback
Re: augered piles, Roger Turk
Column Anchor Bolt Placement, richard lewis
Masonry half stresses and strength design, Jake Watson
RE: augered piles, Caldwell, Stan
Re: augered piles, AnconAssoc
RE: augered piles, Gerard Madden, SE
Re: augered piles, Ben Yousefi
Re: Column Anchor Bolt Placement, Seth W. Cutler
RE: Column Anchor Bolt Placement, STAR Seismic
RE: Tapered Steel Beam, Bill Marczewski
Re: Column Anchor Bolt Placement, Bob Kazanjy
RE: Tapered Steel Beam, Roger Turk
Re: Masonry half stresses and strength design, Paul Feather
Re: Column Anchor Bolt Placement, Padmanabhan Rajendran
Re: Column Anchor Bolt Placement, Padmanabhan Rajendran
Re: augered piles, Cratylus Consulting Group
RE: Tapered Steel Beam, Bill Marczewski
Pipe Properties, AnconAssoc
RV: Cracks, Leonardo Zapata
grouting requirements for fire resistant CMU, ESuk
LRFD 3rd Edition Manual, Alden Manipula, E.I.T.
Re: LRFD 3rd Edition Manual, ESuk
RE: LRFD 3rd Edition Manual, Alden Manipula, E.I.T.

Fri Jun 06 00:15:45 GMT 2003

LRFD 3rd Edition Manual, Roger Turk
Re: RV: Cracks, Cratylus Consulting Group
RE: Tapered Steel Beam, Roger Turk
Re: grouting requirements for fire resistant CMU, Scott Maxwell
grouting requirements for fire-resistant walls, Robert Freeman
RE: LRFD 3rd Edition Manual, Jake Watson
Re: grouting requirements for fire resistant CMU, GSKWY
concrete shear walls, brian stanley
RE: grouting requirements for fire resistant CMU, Roger Davis
Re: LRFD 3rd Edition Manual, Padmanabhan Rajendran
grouting requirements for fire resistant, Roger Turk
Re: augered piles, Daryl Richardson
RE: LRFD 3rd Edition Manual, Hewitt, Chris
Re: grouting requirements for fire resistant CMU, THunt
RE: Tapered Steel Beam, Jim Getaz
Re: grouting requirements for fire resistant CMU, Scott Maxwell
RE: Tapered Steel Beam Coating, THunt
RE: grouting requirements for fire resistant, Kestner, James W.
Re: seaint Digest for 5 Jun 2003, Paul Dannenberg
Re: augered piles, Cratylus Consulting Group
RE: Tapered Steel Beam, Bill Marczewski
RE: Column Anchor Bolt Placement, Robert Rogers
RE: concrete shear walls, Jake Watson
RE: grouting requirements for fire resistant CMU, Jim Persing
Re: Masonry Half Stresses, Kipp . A . Martin
RE: grouting requirements for fire-resistant walls, Jim Persing
fire resistance rating of CMU, Robert Freeman
RE: fire resistance rating of CMU, Bill Allen

Sat Jun 07 06:16:56 GMT 2003

anchor Bolts vs sst16, jim jensen

Mon Jun 09 00:54:40 GMT 2003

Wood piling falsework, Bill Marczewski
RE: Wood piling falsework, Jim Sherman
Steel HP piles and the IBC, Rick Burch
Measure required design dimensions of anchor bolts and foundation, Ibro Vehabovic
Re: anchor Bolts vs sst16, Nels Roselund, SE
PCA Slab on Ground Book, GSKWY
Corrosion Pictures, GSKWY
Re: PCA Slab on Ground Book, Scott Maxwell
Swimming Pool Roof Beams--was: Tapered Steel Beam, Michael L. Hemstad
Column Anchor Bolt Placement, Michael Hemstad
Column Anchor Bolt Placement, Michael Hemstad
RE: Column Anchor Bolt Placement, STAR Seismic
RE: Column Anchor Bolt Placement, Roger Turk
RE: Column Anchor Bolt Placement, j . grill
RE: Column Anchor Bolt Placement, Gary Ehrlich
Fu = ?, Kestner, James W.
RE: Fu = ?, Bruce Holcomb
Re: Fu = ?, Charley Hamilton
RE: Fu = ?, David L. Fisher
Re: Steel HP piles and the IBC, Rick . Drake
Uplift resistance, Seth W. Cutler
RE: Fu = ?, Rick . Drake

Tue Jun 10 01:46:16 GMT 2003

RE: Uplift resistance, Russ, John P
RE: Uplift resistance, Bill Marczewski
Re: Uplift resistance, Clifford Schwinger
RE: Column Anchor Bolt Placement, Bill Marczewski
Washington State SE Exam - Local Test, Bill Marczewski
Re: Uplift resistance, da
Re: Uplift resistance, Daryl Richardson
Re: anchor Bolts vs sst16, jim jensen
Re: Washington State SE Exam - Local Test, Scott Maxwell
Re: Uplift resistance, Padmanabhan Rajendran
uplift, Andrew Kester
RE: Column Anchor Bolt Placement, Puskas, David
RE: Column Anchor Bolt Placement, Sherman, William
RE: Column Anchor Bolt Placement, Roger Turk
RE: Column Anchor Bolt Placement, Mark Gilligan
Repost...TC Bolts, Kestner, James W.
Re: Uplift resistance, Seth W. Cutler
Re: Repost...TC Bolts, Scott A. Dunham, PE
Re: Uplift resistance, Seth W. Cutler
Re: Uplift resistance : edit the following line, Seth W. Cutler
Re: Washington State SE Exam - Local Test, Jason Emoto
RE: Washington State SE Exam - Local Test, Bill Marczewski
RE: Washington State SE Exam - Local Test, Jason Emoto
Question Regarding initial eccentricity of walls..., Gulbrandsen, Peter W

Wed Jun 11 14:36:37 GMT 2003

Thu Jun 12 00:33:06 GMT 2003

Membrane over slab for hard surfaces, Dennis Wish
Re: seismic - site classification, john chanson
Pyrofill and Fiberboard, Michael Bryson
Life Line Reference, CanitzCF
RE: Membrane Over Concrete Surfaces, John Rose
Re: Membrane over slab for hard surfaces, jim jensen
Re: Membrane Over Concrete Surfaces, Cratylus Consulting Group
RE: Life Line Reference, Robert Rogers
Re: Life Line Reference, Richard M. Beldyk, P.E., CPEng
Re: Membrane over slab for hard surfaces, jccpc
Re: Repost...TC Bolts, David Sharp
RE: Repost...TC Bolts, Kestner, James W.
Uplift resistance, Casano, Karen

Fri Jun 13 06:50:57 GMT 2003

Re: Gallery Walls, Cratylus Consulting Group
RE: Gallery Walls, Kestner, James W.
ANGLE IRON LOAD/DEFLECT QUESTION, Matt Wright
uplift/overturning, Andrew Kester
RE: uplift/overturning, Jake Watson
RE: uplift/overturning, Kestner, James W.
RE: uplift/overturning, Sherman, William
Re: ANGLE IRON LOAD/DEFLECT QUESTION, Paul Feather
Re: ANGLE IRON LOAD/DEFLECT QUESTION, Daryl Richardson

Sun Jun 15 04:36:35 GMT 2003

Eccentricity in Single plate shear connections., G Vishwanath
Footing's section modulus, John Nader
BOLT TORQUE/TENSION RELATIONSHIP, savksa savksa
Footing's section modulus, Roger Turk
Re: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
Eccentricity in Single plate conn - Re: seaint Digest for 14 Jun 2003, EHaninger
Re: Footing's section modulus, John Nader
BOLT TORQUE/TENSION RELATIONSHIP, savksa savksa

Mon Jun 16 01:19:52 GMT 2003

Footing's section modulus - Errata, Roger Turk
RE: seaint Digest for 14 Jun 2003, Igor Kharitonoff
Eccentricity in Single plate shear connections, G Vishwanath
Gary Hodgson, Lowen, Dave
Re: Footing's section modulus - Errata, Dave Evans
Maximum Aggregate Size, Michael Bryson
Maximum Aggregate Size, Roger Turk
RE: Maximum Aggregate Size, Nick Blackburn
Drill and tap for A490 bolt, William Pulyer
Re: Drill and tap for A490 bolt, Paul Blomberg

Tue Jun 17 01:10:37 GMT 2003

Re: Maximum Aggregate Size, ±è¿µÈ£
RE: Maximum Aggregate Size, Michael Bryson
RE: seaint Digest for 16 Jun 2003, Balmer James
Re: BOLT TORQUE/TENSION RELATIONSHIP, Ivan Lippi
RE: Drill and tap for A490 bolt, Peter James
Re: Drill and tap for A490 bolt, David Sharp
Re: BOLT TORQUE/TENSION RELATIONSHIP, David Sharp
Re: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
Australian Bridge Design Code, YI
Re: BOLT TORQUE/TENSION RELATIONSHIP, David Sharp
RFP Reinforcing, Charles . F . Canitz
Re: BOLT TORQUE/TENSION RELATIONSHIP, THunt
Re: RFP Reinforcing, Dave Evans
Re: RFP Reinforcing, THunt
Re: BOLT TORQUE/TENSION RELATIONSHIP, Clifford Schwinger
Re: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
RE: Australian Bridge Design Code, Mark Geoghegan
RE: Australian Bridge Design Code, YI
Philippines Building (Structural) Code, Paul Blomberg

Wed Jun 18 01:20:47 GMT 2003

BOLT TENSION/TORQUE RELATIONSHIP, savksa savksa
Re: Philippines Building (Structural) Code, Jojo Bascug
Re: Philippines Building (Structural) Code, Mark Gilligan
Corrosion damage / Earthquakes, GSKWY
pH, GSKWY
Re: Corrosion damage / Earthquakes, Daryl Richardson
Re: RFP Reinforcing, THunt
RE: pH, Michael Bryson
Re: BOLT TENSION/TORQUE RELATIONSHIP, Christopher Wright
Concrete Slab Connection, Mark Seifried
drill a new bolt hole beside old, chuanming zhang

Thu Jun 19 01:18:04 GMT 2003

Re: Corrosion damage / Earthquakes, Nels Roselund, SE
RE: Philippines Building (Structural) Code, Ronald R. Garcia
Corrosion damage / Earthquakes, Michael Hemstad
Matrix Stiffness Method with Spreadsheets, Ed Tornberg
Concrete anchorage (ACI 318-99 appendix D), Jake Watson
RE: Matrix Stiffness Method with Spreadsheets, Bill Allen
RE: Matrix Stiffness Method with Spreadsheets, G M
Re: Matrix Stiffness Method with Spreadsheets, Daryl Richardson
Re: Matrix Stiffness Method with Spreadsheets, Christopher Wright
Butler Building circa 1982, YI
RE: Butler Building circa 1982, Bruce Holcomb
Lateral Load on Pile Program, richard lewis
RE: Butler Building circa 1982, Jim Persing
Re: Lateral Load on Pile Program, M. David Finley, P.E.
RE: Lateral Load on Pile Program, brian stanley
Distribution Factors, Frieberg, Lee
Importing SAP2000 file into STAAD, Chan, David
RE: Matrix Stiffness Method with Spreadsheets, Tripp Howard
Re: Lateral Load on Pile Program, richard lewis
Re: Distribution Factors, Tripp Howard
RE: Matrix Stiffness Method with Spreads, Roger Turk
Re: Lateral Load on Pile Program, M. David Finley, P.E.
RE: Butler Building circa 1982, Effland, Greg
RE: Lateral Load on Pile Program, Jim Persing
RE: Distribution Factors, Jake Watson
Re: Lateral Load on Pile Program, richard lewis
RE: Lateral Load on Pile Program, Robert Rogers
RE: Butler Building circa 1982, YI
RE: Matrix Stiffness Method with Spreadsheets, Bill Allen

Fri Jun 20 02:23:45 GMT 2003

RE: Matrix Stiffness Method with Spreads, Tripp Howard
RE: Matrix Stiffness Method with Spreads, Roger Turk
Tilt-up In-Plane Shear, ASQENGG2
Matrix analysis using spreadsheets., G Vishwanath
Re: Corrosion damage / Earthquakes, GSKWY
Moment-Area Spreadsheet, Richard Collins
Behaviour of beams,columns under earthquake loading, georgiadou eftichia
Re: Behaviour of beams,columns under earthquake loading, Charley Hamilton
Behaviour of beams,columns under earthqu, Roger Turk
Design of open web beam, Silenio
RE: Tilt-up In-Plane Shear, Jake Watson
RE: Design of open web beam, Brian K. Smith
RE: RFP Reinforcing, Peter Griem
Tack Welds, Caldwell, Stan
Re: Tilt-up In-Plane Shear, Ben Yousefi
RE: Matrix Stiffness Method with Spreadsheets, Dave Langhone
RE: Tack Welds, Lowen, Dave
Re: Tack Welds, Rick . Drake
RE: RFP Reinforcing, Roger Turk
Re: Tack Welds, Daryl Richardson
RE: Tilt-up In-Plane Shear, Gerard Madden, SE
RE: Design of open web beam, Puskas, David
Re: RFP Reinforcing, Daryl Richardson
Oil Drilling Pipe, richard lewis
Re: Tack Welds, Christopher Wright
RE: Oil Drilling Pipe, Lutz, James
RE: Oil Drilling Pipe, Dave Evans
Re: Oil Drilling Pipe, Daryl Richardson
RE: Tack Welds, Caldwell, Stan
RE: Oil Drilling Pipe, Dave Evans
Re: Tack Welds, THunt
RE: Tack Welds, Casey Hemmatyar

Sat Jun 21 01:03:24 GMT 2003

BOLT TORQUE/TENSION RELATIONSHIP, savksa savksa
Re: Oil Drilling Pipe, Christopher Wright
RE: Tack Welds, Mark Gilligan
10/lw factor....why can't we get along?, VerneK
Re: RFP Reinforcing, Roger Turk
Re: 10/lw factor....why can't we get along?, Scott Maxwell
RE: Tack Welds, Carter, Charlie
Re: Design of open web beam, Walt Sawruk
Re: Distribution Factors, Walt Sawruk

Sun Jun 22 05:14:28 GMT 2003

User manual for com624, rlewistx
Re: Tack Welds, Daryl Richardson
Monorail at JFK, GSKWY
Re: 10/lw factor....why can't we get along?, Jnapd

Mon Jun 23 00:42:29 GMT 2003

Re: Tack Welds, Rick Burch
Re: 10/lw factor....why can't we get along?, Scott Maxwell
Re: RFP Reinforcing, Scott Maxwell
Re: Tilt-up In-Plane Shear, ASQENGG2
RE: Design of open web beam, STAR Seismic
Southwest Labs, npitera
Re: 10/lw factor....why can't we get along?, THunt
Re: Southwest Labs, Jay Shilstone
Re: RFP Reinforcing, Roger Turk
RE: Tack Welds, Caldwell, Stan
RE: Oil Drilling Pipe, Eric Green
Re: Southwest Labs, Padmanabhan Rajendran
RE: Tack Welds, Christopher Wright
Re: Southwest Labs, Christopher Wright
RE: Tack Welds, Caldwell, Stan
Re: RFP Reinforcing, Daryl Richardson
Technical Peer Review Survey, Stuart, Matthew
RE: Oil Drilling Pipe, Jim Persing
Re: Technical Peer Review Survey, Daryl Richardson
Re: 10/lw factor....why can't we get along?, Jnapd
RE: Tack Welds, Christopher Wright
Re: 10/lw factor....why can't we get along?, Scott Maxwell

Tue Jun 24 00:22:46 GMT 2003

RE: 10/lw factor....why can't we get along?, Dennis Wish
Re: 10/lw factor....why can't we get along?, Jnapd
Re: Tack Welds, Rick Burch
GALA Concrete Analysis Program, Gary Hodgson & Associates
Hong Kong Building Codes, ESuk
RE: Hong Kong Building Codes, Peter James
RE: Hong Kong Building Codes, ESuk
RE: Hong Kong Building Codes, Peter James

Wed Jun 25 03:37:11 GMT 2003

RE: Tilt-up In-Plane Shear, Jake Watson
Re: 10/lw factor....why can't we get along?, Mark Gilligan
RE: Matrix Stiffness Method with Spreadsheets, Andrew Abbo
Gala concrete Analysis Program, G Vishwanath
NY State Building Code requirements, Ken Peoples
Re: NY State Building Code requirements, Tahir Qureshi, PE
Re: NY State Building Code requirements, John Goodman
Re: NY State Building Code requirements, Ken Peoples
Re: NY State Building Code requirements, Ray Pixley
Re: NY State Building Code requirements, Ray Pixley
gunite pool, brian stanley
RE: gunite pool, Eric Green
N.Y. building code, G. Bunkers
Re: gunite pool, Stanley E Scholl
Concrete anchorage (ACI 318-99 appendix D), Jake Watson
RE: 10/lw factor....why can't we get along?, Jake Watson
RE: 10/lw factor....why can't we get along?, Tom Skaggs
Re: NY State Building Code requirements, Mark Gilligan
RE: 10/lw factor....why can't we get along?, Barry H. Welliver
RE: gunite pool, Roger Turk
RE: Tack Welds, Gary Hodgson & Associates
Re: N.Y. building code, Ken Peoples
RE: gunite pool, Eric Green
Performance specifications, Jay Shilstone
Re: Performance specifications, Jnapd
staad.pro 02, ALI raisi
BS8110 cond for design, Ademola ojo
RE: Tack Welds, Christopher Wright
RE: gunite pool, Sherman, William
RE: gunite pool, Roger Turk
RE: Performance specifications, Sprague, Harold O.
RE: gunite pool, Scott Maxwell
RE: 10/lw factor....why can't we get along?, Scott Maxwell
Re: gunite pool, Daryl Richardson
Re: 10/lw factor....why can't we get along?, Forrest Braun
ICBO Approvals - was why can't we get along, GSKWY
Re: Concrete anchorage (ACI 318-99 appendix D), Forrest Braun
Re: NY State Building Code requirements, Tahir Qureshi, PE
Re: ICBO Approvals - was why can't we get along, Tripp Howard

Thu Jun 26 04:45:35 GMT 2003

RE: ICBO Approvals - was why can't we get along, Haan, Scott M.
Re: 10/lw factor....why can't we get along?, MJSLAYSMAN
Re: ICBO Approvals - was why can't we get along, Samir Ghosn
RE: Concrete anchorage (ACI 318-99 appendix D), Lutz, James
Re: ICBO Approvals - was why can't we get along, Ben Yousefi
FOOTINGS SUBJECT TO UPLIFT, John Nader
Re: ICBO Approvals - was why can't we get along, Stanley E Scholl
RE: Concrete anchorage (ACI 318-99 appendix D), Jake Watson
Unusual precast wall panels, Steve Privett
Re: FOOTINGS SUBJECT TO UPLIFT, Tripp Howard
RE: Concrete anchorage (ACI 318-99 appendix D), Haan, Scott M.
RE: Performance specifications, Sprague, Harold O.
Re: Unusual precast wall panels, Nels Roselund, SE
RE: Performance specifications, Roger Turk
Re: ICBO Approvals - was why can't we get along, GSKWY
Rebar tie spacing, Sherman, William
RE: ICBO Approvals - was why can't we get al, Sprague, Harold O.
RE: Welcome Back Harold, Sprague, Harold O.
A real virus, Sprague, Harold O.
Re: Concrete anchorage (ACI 318-02 Appendix D), THunt
Re: A real virus, Daryl Richardson
RE: ICBO Approvals - was why can't we get along, Paul Crocker
RE: Concrete anchorage (ACI 318-02 Appendix D), Carter, Charlie
Swimming Pool and Rebar/Anchor Bolt Corrosion in Adjacent Foundation, Nels Roselund, SE
Re: ICBO Approvals - was why can't we get along, MJSLAYSMAN
RE: ICBO Approvals - was why can't we ge, Roger Turk
RE: ICBO Approvals, Sherman, William
Re: A real virus, Cratylus Consulting Group
RE: Concrete anchorage (ACI 318-99 appendix D), COEngineer
Re: FOOTINGS SUBJECT TO UPLIFT, Tarek Mokhtar
Re: Swimming Pool and Rebar/Anchor Bolt Corrosion in Adjacent Foundation, THunt
National Workshop on Innovative Applications of FEM in Highway Structures, Wong, Waider
Concrete Reinforcing Choices, Directorengjw
Fw: Swimming Pool and Rebar/Anchor Bolt Corrosion in Adjacent Foundation, THunt
Re: Concrete Reinforcing Choices, THunt
Re: Concrete Reinforcing Choices, GSKWY

Fri Jun 27 00:38:37 GMT 2003

RE: ICBO Approvals - was why can't we ge, COEngineer
Re: Unusual precast wall panels, Steve Privett
Re: ICBO Approvals - was why can't we get along, Neil Moore
RE: ICBO Approvals - was why can't we get along, Russ, John P
RE: ICBO Approvals - was why can't we ge, Roger Turk
Re: Unusual precast wall panels, Nels Roselund, SE
Re: NY State Building Code requirements, Ray Pixley
Re: ICBO Approvals - was why can't we get along, GSKWY
Frank Lloyd Wright, Kestner, James W.
RE: Frank Lloyd Wright, Lutz, James
RE: Frank Lloyd Wright, Michael Bryson
RE: Frank Lloyd Wright, Lowen, Dave
RE: Frank Lloyd Wright, Dave Evans
RE: Frank Lloyd Wright, Brian M. Spencer
RE: Frank Lloyd Wright, Christopher Wright
RE: A real virus, Terry Triest
RE: Frank Lloyd Wright, Caldwell, Stan
masonry infill in concrete frame, Dave Evans
Re: Frank Lloyd Wright, Forrest Braun
Re: Frank Lloyd Wright, Rbengrguy
icf walls, Mark Baker
Re: Unusual precast wall panels, Steve Privett
Re: RE: Frank Lloyd Wright, Structures Online
Re: Unusual precast wall panels, Nels Roselund, SE
Re: A real virus, Thor Tandy
Re: icf walls, Thor Tandy
Re: Frank Lloyd Wright, Stanley E Scholl
Concrete anchorage (ACI 318-99 appendix D), Michael Hemstad
RE: RE: Frank Lloyd Wright, Lutz, James
RE: Frank Lloyd Wright, Brian M. Spencer
RE: Frank Lloyd Wright, Hewitt, Chris
Re: Frank Lloyd Wright, Structures Online
RE: Frank Lloyd Wright, Nuttall, Davin J.
RE: Frank Lloyd Wright, Gerard Madden, SE
Unusual precast wall panels, Roger Turk
Frank Lloyd Wright, Forrest Braun

Sat Jun 28 01:43:20 GMT 2003

RE: Frank Lloyd Wright, Christopher Wright
Re: Frank Lloyd Wright, EphHirsch
Re: Frank Lloyd Wright, chuckuc
bouncy existing floor joists, D.A.
bouncy existing floor joists, D.A.
The Wright legacy, Clifford Schwinger
Re: Unusual precast wall panels, Steve Privett
RE: Frank Lloyd Wright, Lowen, Dave
RE: bouncy existing floor joists, John Rose
Re: Unusual precast wall panels, Steve Privett
RE: Frank Lloyd Wright, David L. Fisher
MMFX, GSKWY
RE: Frank Lloyd Wright, Tom Skaggs
RE: bouncy existing floor joists, Bill Allen
Re: The Wright legacy, Christopher Wright
RE: Frank Lloyd Wright, Brian M. Spencer
Re: Frank Lloyd Wright, Paul Feather
Re: bouncy existing floor joists, Daryl Richardson
Re: Frank Lloyd Wright, Drew Morris
Re: AK coast guard tower, jim jensen
Re: Frank Lloyd Wright, Christopher Wright
Re: Frank Lloyd Wright, da
RE: bouncy existing floor joists, Carter, Charlie
stucco to steel siding, D.A.
Re: Frank Lloyd Wright, Forrest Braun
John Lautner, Cratylus Consulting Group
Professional's Survival Guide Seminar, Neil Moore
Hanging a wood stud wall from a metal deck?, Jeff Chacon
RE: Hanging a wood stud wall from a metal deck?, Russ, John P

Sun Jun 29 02:21:24 GMT 2003

RE: Frank Lloyd Wright, Christopher Wright
RE: MMFX, rdonahey%thermomass.com(--nospam--at)pop.business.earthlink.net
stucco on metal wall cover, D.A.
RE: Hanging a wood stud wall from a metal deck?, Mark Gilligan
Virus "your details.zip", Daryl Richardson
Re: Virus "your details.zip", Daryl Richardson
Re: Virus "your details.zip", Thor Tandy
Confined anchor bolts, John Nader

Mon Jun 30 08:43:57 GMT 2003

Advice on a 230 ft long bldb, G M
RE: Advice on a 230 ft long bldb, Dennis Wish
Please i need short note on the fellowing., Ademola ojo
RE: masonry infill in concrete frame, Robert Rogers
Re: The Wright legacy, Tripp Howard
Technical Reviews, Sherman, William
RE: Confined anchor bolts, Jake Watson
RE: Confined anchor bolts, Sherman, William
Re: MMFX, GSKWY
RE: Concrete Reinforcing Choices, Sherman, William
Re: Confined anchor bolts, Davis Parsons
Re: stucco on metal wall cover, Paul Feather
Prescriptive Methods, Kestner, James W.
RE: Concrete Reinforcing Choices, Michael Bryson
Re: AK coast guard tower, Seth W. Cutler
RE: Concrete Reinforcing Choices, Sherman, William
Re: AK coast guard tower, Seth W. Cutler
Re: Technical Reviews, Thor Tandy
Re: bouncy existing floor joists, Joseph Harouni
Re: The Wright legacy, Clifford Schwinger
RE: AK coast guard tower, Lutz, James
Chicago porch failure, Schwan, Martin K.
RE: Concrete Reinforcing Choices, THunt
RE: Chicago porch failure, Perakis, Mike
Chicago porch failure, Roger Turk
Re: AK coast guard tower, Richard M. Beldyk, P.E., CPEng
RE: Chicago porch failure, dfisher(--nospam--at)fpse.com
Engmate- Help Site for Engineers, Support(--nospam--at)engmate
insulcrete, Cratylus Consulting Group
RE: AK coast guard tower, Sprague, Harold O.
(no subject), Jnapd
Steel Track Washers, THunt
RE: Concrete Reinforcing Choices, Paul Crocker
CAUTION: ASCE Order Confirmation, Roger Turk
RE: Concrete Reinforcing Choices, Paul Crocker
Re: (no subject), Paul Feather
Re: (no subject), Jnapd
Re: Chicago porch failure, GSKWY
RE: Nelson Stud Design Values, Emery Ojala

Tue Jul 01 01:09:27 GMT 2003

Permits Probed in Chicago Porch Collapse, Rbengrguy
light extrior wall, John Nader
Permits Probed in Chicago Porch Collapse, Roger Turk
Re: light extrior wall, Daryl Richardson
RE: Advice on a 230 ft long bldb, G M

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