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SEAINT Mail Archive 2004 (Jan-Mar)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

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

Site Search: Need a book? Civil and Structural Engineering book recommendations...
 

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Messages: 1847

Thu Jan 01 12:22:56 GMT 2004

• UN Decade of Natural Disaster Mitigation// a Report!!, Syed Faiz
• Re: Misc Opinions, Gary Hodgson & Assoc.
• RE: UN Decade of Natural Disaster Mitigation// a Report!!, Barry H. Welliver
• Re: Misc Opinions, Christopher Wright
• Continous Bridge Design for Lateral Force, Hamid Mahmood
• Re: Continous Bridge Design for Lateral Force, Christopher Wright
• RE: Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
• Re: Continous Bridge Design for Lateral Force, Suresh Acharya
• Re: Continous Bridge Design for Lateral, Roger Turk

Fri Jan 02 00:23:32 GMT 2004

• RE: Misc Opinions, Dennis Wish
• 1920 RC Building w/ wood addition - need demo advice, Dennis Wish
• Re: Fee for Custom Residence, Thor Matteson, SE
• Bam Quake, Preliminary Report on the Web, A. Astaneh
• Re: Continous Bridge Design for Lateral Force, j.n.sigalas
• Re: Misc Opinions, Gary Hodgson & Assoc.
• Re: Louisiana Engineers, Brian K. Smith, P.E.
• Louisiana Engineers THANKS, Brian K. Smith, P.E.
• Re: Continous Bridge Design for Lateral Force, TJ_Fu
• Upcoming AISC seminars, Carter, Charlie
• Continous Bridge Design for Lateral, Michael L. Hemstad
• Re: Continous Bridge Design for Lateral Force, Christopher Wright
• Re: 1920 RC Building w/ wood addition - need demo advice, Nels Roselund, SE
• Fw: VOICE OF AMERICA, Richard Hess
• Re: Upcoming AISC seminars, Christopher Wright
• RE: Louisiana Engineers, Caldwell, Stan
• Re: MESSAGE FROM LIST ADMIN, EGHirsch

Sat Jan 03 00:22:29 GMT 2004

• RE: Fee for Custom Residence, Huffman, Sharlie TRAN:EX
• Re: Fee for Custom Residence, Stanley E Scholl
• Re: IRAN QUAKE/can we discuss ths?, Stanley E Scholl
• RE: MESSAGE FROM LIST ADMIN, Keith De Lapp
• RE: IRAN QUAKE/can we discuss ths?, Dennis Wish
• RE: MESSAGE FROM LIST ADMIN, Dennis Wish
• RE: MESSAGE FROM LIST ADMIN, Gerard Madden, SE
• Re: IRAN QUAKE/can we discuss ths?, Nels Roselund, SE
• RE: MESSAGE FROM LIST ADMIN, Scott Maxwell
• Re: Continous Bridge Design for Lateral Force, Syed A Masroor
• UN Decade of Natural Disaster Mitigation//some Web links!!, Syed Faiz
• Re: Continous Bridge Design for Lateral Force, Hamid Mahmood
• RE: MESSAGE FROM LIST ADMIN, Matthew Stuart
• RE: IRAN QUAKE/can we discuss ths?, Adair, Joel
• RE: IRAN QUAKE/can we discuss ths?, Neil Moore
• Re: IRAN QUAKE/can we discuss ths?, Christopher Wright
• Re: IRAN QUAKE/can we discuss ths?, Daryl Richardson

Sun Jan 04 14:45:46 GMT 2004

• Re: Misc Opinions, Paul Ransom

Mon Jan 05 02:40:06 GMT 2004

• Re: IRAN QUAKE/can we discuss ths?, Nels Roselund, SE
• Re: Bam Quake, Preliminary Report on the Web, Nels Roselund, SE
• RE: MESSAGE FROM LIST ADMIN, Ray Pixley
• Percentage of AXIAL force required to brace column LATERALLY, Thor Matteson, SE
• Re: Percentage of AXIAL force required to brace column LATERALLY, Thor Tandy
• Re: Percentage of AXIAL force required to brace column LATERALLY, Scott Maxwell
• RE: Percentage of AXIAL force required to brace column LATERALLY, Dennis Wish
• RE: Bam Quake, Preliminary Report on the Web, Dennis Wish
• Re: IRAN QUAKE/can we discuss ths?, Roger Turk
• Re: IRAN QUAKE/can we discuss ths?, Nels Roselund, SE
• RE: Louisiana Engineers THANKS, John C. Jones
• RE: Percentage of AXIAL force required to brace column LATERALLY), Ed Tornberg
• Typical American Myopia, GSKWY
• Re: Typical American Myopia, Padmanabhan Rajendran
• RE: MESSAGE FROM LIST ADMIN, Keith De Lapp

Tue Jan 06 00:16:37 GMT 2004

• Re: IRAN QUAKE/can we discuss this?, Nels Roselund, SE
• RE: Percentage of AXIAL force required to brace column LATERALLY, Carter, Charlie
• Re: Typical American Myopia, Stanley E Scholl
• GENERALIZATION & STEREOTYPES, Andrew Kester
• Re: GENERALIZATION & STEREOTYPES, Bill Polhemus
• S.E.s and the Government (Re: Typical American Myopia), Bill Polhemus
• Re: Typical American Myopia, GSKWY
• PE Review courses, Heide Hooks
• Extraction of iron, calcium, manganese and phosphorous from sand., Stuart, Matthew
• Re: PE Review courses, Aswin Rangaswamy
• Shear Connection at Built up Beam, Joe Grill
• Retaining wall & Waterproofing, Mitchell J Sklar
• Re: IRAN QUAKE/can we discuss this?, Stanley E Scholl
• RE: IRAN QUAKE/can we discuss this?, Jim Persing
• Percent of AXIAL Force Required to Brace Column LATERALLY, James Fulton
• RE: Percentage of AXIAL force required to brace column LATERALLY, Huffman, Sharlie TRAN:EX
• RE: Extraction of iron, calcium, manganese and phosphorous from s and., Huffman, Sharlie TRAN:EX
• Bam Quake, BHRC Preliminary Report on the Web, Fariborz Tehrani
• Bam Quake, BHRC Preliminary Report on the Web, Fariborz Tehrani
• Anchor Bolts In Masonry, Jake Watson

Wed Jan 07 03:09:01 GMT 2004

• Re: Extraction of iron, calcium, manganese and phosphorous from sand., GSKWY
• RE:Retaining wall & Waterproofing, Mark Gilligan
• Re: ZaZona.com on CNN Lou Dobbs, Rbengrguy
• Re: Typical American Myopia, Gary Hodgson & Associates
• sorry bill, Andrew Kester
• re: bolts in hollow blocks, Andrew Kester
• Re: bolts in hollow blocks, Thor Tandy
• Re: Retaining wall & Waterproofing, THunt
• Single Angle Members, Chad Van Kampen
• RE: Single Angle Members, Al Grathwol
• Shear Connection at Built up Beam, Michael L. Hemstad
• RE: Single Angle Members, Eric Ober
• Percentage of AXIAL force required to brace column LATERALLY, Michael L. Hemstad

Thu Jan 08 01:02:39 GMT 2004

• RE: Percent of AXIAL Force Required to Brace Column LATERALLY, Josh Plummer
• Re: Typical American Myopia, Stanley E Scholl
• RE: ZaZona.com on CNN Lou Dobbs, Dennis Wish
• RE: S.E.s and the Government (Re: Typical American Myopia), Dennis Wish
• RE: Percent of AXIAL Force Required to Brace Column LATERALLY, Udall, Jeffrey D
• Re: single angle members, Chad Van Kampen
• Re: Typical American Myopia, Christopher Wright
• Re: Single Angle Members, Paul Ransom
• Re: single angle members, Christopher Wright
• RE: S.E.s and the Government (Re: Typical American Myopia), Bill Polhemus
• Formol and Concrete, Walter Sheen
• Stone Panel Anchorages, Kestner, James W.
• Re: Stone Panel Anchorages, Thor Tandy
• RE: single angle members, Al Grathwol
• Re: Stone Panel Anchorages, Paul Feather
• RE: Stone Panel Anchorages, Kestner, James W.
• K55 steel, John P. Riley
• RE: K55 steel, Al Grathwol
• Re: Stone Panel Anchorages, Paul Feather
• Re: Formol and Concrete, GSKWY
• Re: single angle members, Roger Turk
• IBC 2003 vs ASCE 7-02, RainCat1
• Re: Formol and Concrete, Walter Sheen
• Re: Stone Panel Anchorages, Domenic DeAngelo
• 2001 NDS Wood Screw Penetration Requirement, utej
• Iran Quake, Michael L. Hemstad
• Re: Formol and Concrete, GSKWY
• Re: Formol and Concrete, Charley Hamilton
• RE: Formol and Concrete, Al Grathwol
• Moment Connection Between Beams with out of plane flanges, Rand Holtham, P.E.
• Re: Formol and Concrete - OT, Charley Hamilton
• RE: Single Angle Members, Dan Morrow
• Iran Quake, Roger Turk
• Re: Iran Quake, Walter Sheen
• Moment Connection Between Beams with out, Roger Turk
• RE: Moment Connection Between Beams with out, David L. Fisher
• Re: K55 steel, Christopher Wright
• Re: 2001 NDS Wood Screw Penetration Requirement, Nels Roselund, SE
• Re: Moment Connection Between Beams with out of plane flanges, Charley Hamilton
• RE: Shear Connection at Built up Beam, Joe Grill
• RE: IBC 2003 vs ASCE 7-02, Jason W. Kilgore
• RE: Iran Quake, Joe Grill
• Re: 2001 NDS Wood Screw Penetration Requirement, utej

Fri Jan 09 00:24:48 GMT 2004

• Lift Slab Construction, GSKWY
• Manganese in A 706 Rebar, Jim Getaz
• Re: Manganese in A 706 Rebar, Richard M. Beldyk, P.E., CPEng
• Florida/Connecticut Special Inspectors, GSKWY
• Single Angle members retrofit, Chad Van Kampen
• RE: single angle members, Dick_Roberts
• Re: Single Angle members retrofit, M. David Finley, P.E.
• LRFD vs ASD, Udall, Jeffrey D
• Re: Iran Quake, Nels Roselund, SE
• Iran quake / Indigenous materials, Michael L. Hemstad
• Re: Moment Connection Between Beams with out of plane flanges, Rand Holtham, P.E.
• Re: LRFD vs ASD, Charley Hamilton
• RE: LRFD vs ASD, Stuart, Matthew
• RE: LRFD vs ASD, Carter, Charlie
• Re:LRFD vs ASD, Jake Watson
• Re: Iran Quake, Derek Beaudoin
• RE: LRFD vs ASD, Jason W. Kilgore
• RE: LRFD vs ASD, Bruce Holcomb
• Re: LRFD vs ASD, M. David Finley, P.E.
• RE: LRFD vs ASD, Udall, Jeffrey D
• Re: Single Angle members retrofit, Christopher Wright
• Re: LRFD vs ASD, Bill Polhemus
• Re: LRFD vs ASD, Christopher Wright
• Re: LRFD vs ASD, Vlad Cernescu
• Re: Moment Connection Between Beams with, Roger Turk
• RE: Moment Connection Between Beams with, Jim Persing
• HL 93 loading, ken kirkland
• Re: HL 93 loading, Dacio Marin
• LRFD vs ASD, Roger Turk
• Re: Moment Connection Between Beams with, Rand Holtham, P.E.
• Re: LRFD vs ASD, Charley Hamilton
• Re: Moment Connection Between Beams with out of plane flanges, Charley Hamilton
• Re: LRFD vs ASD, Christopher Wright
• Re: HL 93 loading, M. David Finley, P.E.
• RE: LRFD vs ASD, Udall, Jeffrey D
• RE: LRFD vs ASD, Dave Adams
• RE: LRFD vs ASD, Al Grathwol
• Re: Moment Connection Between Beams with, Paul Feather
• Re: LRFD vs ASD, Davis Parsons
• Re: Moment Connection Between Beams with, Rand Holtham, P.E.
• RE: LRFD vs ASD, Carter, Charlie
• wind uplift detailing for roof with large overhangs, chuck ritter
• Florida Special Inspection, GSKWY
• Re: LRFD vs ASD, Thor Tandy

Sat Jan 10 00:03:47 GMT 2004

• RE: SI vs Imperial (was LRFD vs ASD), Ed Tornberg
• RE: LRFD vs ASD, Gerard Madden, SE
• Re: SI vs Imperial (was LRFD vs ASD), Thor Tandy
• RE: LRFD vs ASD, Scott Maxwell
• RE: LRFD vs ASD, Christopher Wright
• RE: SI vs Imperial (was LRFD vs ASD), Lowen, Dave
• RE: LRFD vs ASD, Carter, Charlie
• Wood Diaphragm Chord Forces / Load Path, Daniel Boltz
• Re: LRFD vs ASD, Gary Hodgson & Associates
• Re: Single Angle members retrofit, Gary Hodgson & Associates
• Re: Wood Diaphragm Chord Forces / Load Path, Nels Roselund, SE
• Re: LRFD vs ASD, Daryl Richardson
• Re: LRFD vs ASD, Roger Turk
• RE: LRFD vs ASD, Christopher Wright
• RE: Wood Diaphragm Chord Forces / Load Path, Gerard Madden, SE
• RE: LRFD vs ASD, Carter, Charlie
• Re: Single Angle members retrofit, Paul Ransom
• Re: LRFD vs ASD, Paul Ransom
• Re: LRFD vs ASD, Paul Ransom
• ambi-unit-exterous [was: LRFD vs ASD], Paul Ransom
• "Commercial" Buildings, Gerard Madden, SE
• Re: LRFD vs ASD, Scott Maxwell

Sun Jan 11 01:29:29 GMT 2004

• RE: bolts in hollow blocks, Dennis Wish
• ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Dennis Wish
• Re: bolts in hollow blocks, Thor Tandy
• RE: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Syed Faiz
• Re: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Mlcse
• Metric System, Directorengjw
• RE: Metric System, Syed Faiz
• RE: Metric System, Scott Maxwell
• Re: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Mark Gilligan
• RE: Metric System, Syed Faiz
• RE: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Syed Faiz
• RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Kent Carlson
• Re: Iran Quake, BCainse
• Re: Canada's experience [was SI vs Imperial (was LRFD vs ASD)], Paul Ransom
• RE: LRFD vs ASD (Imperial units: Why US, Roger Turk
• Re: LRFD vs ASD (Imperial units: Why US, Roger Turk
• Re: LRFD vs ASD (Imperial units: Why US, Thor Tandy

Mon Jan 12 03:08:53 GMT 2004

• Re: LRFD vs ASD (Imperial units: Why US, Mlcse
• RE: Metric System, Scott Maxwell
• RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Scott Maxwell
• RE: Metric System>><< excerpts from the US-OWM archives!!, Syed Faiz
• ACI and AISC Design Methods - Composite Columns, Munoz, Pedro
• Re: LRFD vs ASD (Imperial units: Why US, Roger Turk
• Re: LRFD vs ASD (Imperial units: Why US, Roger Turk
• Re: LRFD vs ASD (Imperial units: Why US, Scott Maxwell
• Old Joist, Brian K. Smith
• RE: Old Joist, brian stanley
• Re: #4 fy, Thor Tandy
• Book by David Key, Fariborz Tehrani
• FW: IBC 2003 vs ASCE 7-02, Jason W. Kilgore
• RE: Old Joist, Kestner, James W.
• RE: "Commercial" Buildings, Caldwell, Stan
• RE: Metric System, Christopher Wright
• Re: FW: IBC 2003 vs ASCE 7-02, RainCat1
• RE: Old Joist, Brian K. Smith
• RE: Old Joist, Brian K. Smith
• Old Joist, Roger Turk
• Re: Old Joist, Rand Holtham, P.E.
• Re: Old Joist, Matthew Stuart
• RE: Old Joist, Tom Skaggs
• RE: Old Joist, Stuart, Matthew
• Re: Old Joist, Rand Holtham, P.E.
• RE: Old Joist, Stuart, Matthew
• Re: Old Joist, Rand Holtham, P.E.
• Adobe Construction, Timothy Allison
• RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Dennis Wish
• RE: "Commercial" Buildings, Dennis Wish

Tue Jan 13 00:20:07 GMT 2004

• RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 50 00 = Was: CA IBC (Richard Hess), Steve Widmayer
• Re: #4 fy, GSKWY
• Book by David Key, GSKWY
• RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Scott Maxwell
• IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Syed Faiz
• RE: Metric System, Gary Hodgson & Associates
• Re: IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Scott Maxwell
• Re: Old Joist, Rand Holtham, P.E.
• Metric System, John P. Riley
• RE: Old Joist, Kestner, James W.
• Re: LRFD vs ASD (Imperial units: Why US is so traditional about it?), ASQENGG2
• RE: Grade 40 Rebar, Adair, Joel
• Grade 40 rebar (was #4 fy), Michael L. Hemstad
• Errata for ASCE 7-02?, Paul Crocker
• Re: Grade 40 rebar (was #4 fy), Rand Holtham, P.E.
• RE: Grade 40 rebar (was #4 fy), Mallard, Jonathan
• Re: Old Joist, Matthew Stuart
• RE: Errata for ASCE 7-02?, Jason W. Kilgore
• RE: "Commercial" Buildings, Effland, Greg
• IBC-NFPA, Richard Hess
• RE: IBC-NFPA, Dennis Wish
• Re: IBC-NFPA, Scott Maxwell
• Re: IRAN QUAKE>><<how did structures perform?, Fariborz Tehrani
• Wood Shear Wall Aspect Ratio, Joe Grill
• Light Gage Steel Trusses, Jake Watson
• Shear Wall Aspect Ratio, Joe Grill

Wed Jan 14 00:08:12 GMT 2004

• Design of floor slab (on grade) for aircraft load, Ben Zhou
• mtl bldg, Andrew Kester
• PIER/GRADE BM. FND., Jason Atwood
• RE: IBC-NFPA, Steve Widmayer
• IBC-NFPA, Richard Hess
• RE: Light Gage Steel Trusses, Jim Chatterley
• RE: Wood Shear Wall Aspect Ratio, Herb Ahten
• RE: Light Gage Steel Trusses, Pat Clark
• Re: Wood Shear Wall Aspect Ratio, chuck utzman
• Re: Wood Shear Wall Aspect Ratio, chuck utzman
• Re: IBC-NFPA, Scott Maxwell
• RE: PIER/GRADE BM. FND., Keith De Lapp
• Re: IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Stanley E Scholl
• An excellent report on Iran quake (in Farsi), Abolhassan Astaneh
• RE: IRAN QUAKE>><<how did structures perform?, Syed Faiz
• RE: Light Gage Steel Trusses, Gary Ehrlich
• Re: PIER/GRADE BM. FND., Nels Roselund, SE
• RE: mtl bldg, Udall, Jeffrey D
• Re: Light Gage Steel Trusses, Rand Holtham, P.E.
• RE: Light Gage Steel Trusses, Brian K. Smith
• RE: An excellent report on Iran quake (in Farsi), Syed Faiz
• Re: An excellent report on Iran quake (in Farsi), Jake Watson
• OSHA 30 hour course, jccpc
• Re: An excellent report on Iran quake (in Farsi), Charley Hamilton
• OSHA 30 hour course, jccpc
• RE: OSHA 30 hour course, Matthew Stuart
• RE: IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Syed Faiz
• RE: Wood Shear Wall Aspect Ratio, Schwan, Martin K.
• Re: An excellent report on Iran quake (in Farsi), Jake Watson
• RE: Wood Shear Wall Aspect Ratio, Joe Grill
• Re: An excellent report on Iran quake (in Farsi), Ben Yousefi
• RE: An excellent report on Iran quake (in Farsi), Al Grathwol
• Re: An excellent report on Iran quake (in Farsi), Steve Gordin
• Re: IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Vlad Cernescu
• RE: An excellent report on Iran quake (in Farsi), Tom Skaggs
• RE: IRAN QUAKE>><<how did structures perform?, Fariborz Tehrani
• RE: An excellent report on Iran quake (in Farsi), Ben Yousefi
• Re: An excellent report on Iran quake (in Farsi), Charley Hamilton
• Re: PIER/GRADE BM. FND., Nels Roselund, SE
• Re: An excellent report on Iran quake (in Persian), Fariborz Tehrani
• Re: An excellent report on Iran quake (in Persian), Charley Hamilton
• Wood joist anchorage on masonry wall, richard lewis
• Fwd: EERI Responds to Recent Earthquakes, Abolhassan Astaneh
• Re: Wood Shear Wall Aspect Ratio, chuck utzman
• Re: Wood Shear Wall Aspect Ratio, Ben Yousefi
• SEA's, Jason W. Kilgore
• RE: Wood Shear Wall Aspect Ratio, Joe Grill
• RE: SEA's, Caldwell, Stan
• masonry inspector, Ken Peoples
• RE: SEA's, Matthew Stuart
• acad upgrade to 2004 dead line, David Merrick
• outsourcing resistance, David Merrick
• Re: IBC-NFPA-structural comparison -(the perspective of a building official), Ben Yousefi
• ASCE Transactions. (Message for Jose M. Mendez)., Himanshu Tripathi

Thu Jan 15 01:04:54 GMT 2004

• Re: IBC-NFPA-structural comparison -(the perspective of a building official), Scott Maxwell
• RE: SEA's, Scott Maxwell
• Concrete Tilt-up Design with ACI 318 -- Why is Pin-Pin Req'd ?, Trent Nagele
• Re: Wood Shear Wall Aspect Ratio, chuck utzman
• Re: IBC-NFPA-structural comparison -(the perspective of a buildingofficial), Ben Yousefi
• RE: IBC-NFPA-structural comparison -(the perspective of a buildin g official), Carter, Charlie
• RE: SEA's, Carter, Charlie
• RE: IRAN QUAKE>><<how did structures perform?, Syed Faiz
• RE: IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Syed Faiz
• Re: IBC-NFPA-structural comparison -(the perspective of a buildingofficial), Scott Maxwell
• Re: IBC-NFPA-structural comparison -(the perspective of a buildingofficial), Scott Maxwell
• Re: Concrete Tilt-up Design with ACI 318 -- Why is Pin-Pin Req'd ?, Scott Maxwell
• RE: EERI Responds to Recent Earthquakes, Syed Faiz
• RE: SEA's, John C. Jones
• AISC Interaction Equations for Composite Columns, Munoz, Pedro
• FW: AISC Interaction Equations for Composite Columns, Munoz, Pedro
• RE: AISC Interaction Equations for Composite Columns, Carter, Charlie
• Staniless Steel Fasteners, M. David Finley, P.E.
• RE: Staniless Steel Fasteners, Udall, Jeffrey D
• Re: Staniless Steel Fasteners, Nels Roselund, SE
• Wood joist anchorage on masonry wall, richard lewis
• Usual Gage distances in Wide flange members, Rand Holtham, P.E.
• RE: Usual Gage distances in Wide flange members, Carter, Charlie
• little humor- non eng., Andrew Kester
• RE: little humor- non eng., John C. Jones
• RE: Wood joist anchorage on masonry wall, Schwan, Martin K.
• Bam Iran Earthquake, Abolhassan Astaneh
• Re: Staniless Steel Fasteners, Christopher Wright
• Bam-Iran Quake, Extensive Seismic Records and data, Abolhassan Astaneh
• Re: little humor- non eng., Padmanabhan Rajendran
• RE: little humor- non eng., Jason W. Kilgore
• RE: little humor- non eng., Caldwell, Stan
• Moment Frame Joints, Michael L. Hemstad
• RE: little humor- non eng., John C. Jones
• Shock force from, Richard Labonville
• GLULAM NOMENCLATURE, Juan José Treff
• RE: GLULAM NOMENCLATURE, Jason W. Kilgore
• RE: GLULAM NOMENCLATURE, John Peterson
• RE: GLULAM NOMENCLATURE, Tom Skaggs
• GLULAM NOMENCLATURE, Roger Turk

Fri Jan 16 04:56:45 GMT 2004

• AutoCad ADT 2004 upgrade and subscription fee, Dennis Wish
• Re: AutoCad ADT 2004 upgrade and subscription fee, Mlcse
• Re: GLULAM NOMENCLATURE, jim jensen
• Re: AutoCad ADT 2004 upgrade and subscription fee, Mlcse
• Base plate grout, Dan Hernandez
• Usual Gage dimension for wide flanges, Rand Holtham, P.E.
• Re: AutoCad ADT 2004 upgrade and subscription fee, lrhauer
• Re: Shock force from, Walt Sawruk
• RE: AutoCad ADT 2004 upgrade and subscription fee, Gary Ehrlich
• RE: AutoCad ADT 2004 upgrade and subscription fee, Joe Grill
• Re: AutoCad ADT 2004 upgrade and subscription fee, Bill Polhemus
• Re: Re: AutoCad ADT 2004 upgrade and subscription fee, Mike Jones
• Re: Moment Frame Joints, THunt
• RE: Moment Frame Joints, Mark L. Puccio
• Re: AutoCad ADT 2004 upgrade and subscription fee, Joseph Harouni
• AutoCad ADT 2004 upgrade and subscription fee/ArchiCAD/ChiefArchitect, Desi Kiss
• Re: Moment Frame Joints, Rand Holtham, P.E.
• RE: Moment Frame Joints, Mark L. Puccio
• Re: Moment Frame Joints, Rand Holtham, P.E.
• Leaving on a jet plane, Udall, Jeffrey D
• RE: Leaving on a jet plane, Jason W. Kilgore
• RE: Leaving on a jet plane, Peter James
• RE: AutoCad ADT 2004 upgrade and subscription fee/ArchiCAD/ChiefArchitect, Dennis Wish
• RE: AutoCad ADT 2004 upgrade and subscription fee, Dennis Wish
• RE: acad upgrade to 2004 dead line, Dennis Wish
• RE: AutoCad ADT 2004 upgrade and subscription fee, Keith De Lapp
• RE: AutoCAD ADT 2004 upgrade and subscription fee, Jim Persing

Sat Jan 17 02:50:30 GMT 2004

• Re: AutoCad ADT 2004 upgrade and subscription fee/ArchiCAD/ChiefArchitect, Mlcse
• Re:Stainless Steel Fasteners, Nels Roselund, SE
• RE: Bam Iran Earthquake, Syed Faiz
• Subject: Moment Frame Joints, Mark Gilligan
• FW: Bam Iran Earthquake, Syed Faiz
• RE: Subject: Moment Frame Joints, Carter, Charlie
• Re: Moment Frame Joints, Paul Ransom

Sun Jan 18 15:58:39 GMT 2004

• Codes/Associations, GSKWY
• RE: Codes/Associations, Carter, Charlie
• RE: Codes/Associations, Scott Maxwell
• Fwd: RE: Bam Iran Earthquake, Abolhassan Astaneh

Mon Jan 19 03:14:05 GMT 2004

• Re: Codes/Associations, GSKWY
• Hi, AKNAPP
• RE: RE: Bam Iran Earthquake, Syed Faiz
• FW: Undeliverable: RE: RE: Bam Iran Earthquake<< a PROBLEM!! >>, Syed Faiz
• Fw: {Virus?} Hi, seze
• Re: Base plate grout, Jim Getaz
• Q: Federal Guidelines for Protection During Concrete Removal, Bill Polhemus
• Re: Federal Guidelines for Protection During Concrete Removal, M. David Finley, P.E.
• Hi, ad026
• Re: Undeliverable: RE: RE: Bam Iran Earthquake<< a PROBLEM!! >>, Nels Roselund, SE
• Re: Undeliverable: RE: RE: Bam Iran Earthquake<< a PROBLEM!! >>, Bill Polhemus
• TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Syed Faiz
• NESC, Padmanabhan Rajendran
• FW: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Syed Faiz
• Re: FW: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Scott Maxwell
• Re: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Bill Polhemus
• Deep leg decking system, Paul Feather
• Virus Again, Roger Turk
• RE: Virus Again, Bob Shaw
• Re: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Nels Roselund, SE
• FW: Undeliverable: TESTING ONLY!! >><<fo, Roger Turk
• Pier/ Grade bm. Fdn., Jason Atwood
• RE: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Tom Skaggs
• Re: Moment Frame Joints, Rand Holtham, P.E.
• Design Aids for the PE, Brian S Bossley
• RE: Design Aids for the PE, Mark L. Puccio
• RE: Design Aids for the PE, Paul Crocker
• A325 vs A490 bolts, Bz
• RE: Design Aids for the PE, Speck, Todd M
• RE: Design Aids for the PE, Scott Maxwell
• RE: A325 vs A490 bolts, Carter, Charlie
• RE: Design Aids for the PE, Paul Crocker
• RE: Design Aids for the PE, Jason W. Kilgore
• Hi, djkiss55

Tue Jan 20 01:30:26 GMT 2004

• RE: NESC, todd hedly
• RE: IBC-NFPA, Dennis Wish
• RE: outsourcing resistance, Dennis Wish
• RE: FW: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Syed Faiz
• Hi, smaxwell
• RE: Design Aids for the PE, Brian S Bossley
• Re: Deep leg decking system, Gary Hodgson & Associates
• Typical soils in El Paso, TX, Foy, Warren
• RE: Typical soils in El Paso, TX, Sherman, William
• Hi, CarlS95
• RE: A325 vs A490 bolts, Jim Persing
• Re: A325 vs A490 bolts, Charley Hamilton
• RE: A325 vs A490 bolts, Jim Persing
• Re: A325 vs A490 bolts, Charley Hamilton
• RE: Virus Again, Huffman, Sharlie TRAN:EX
• Hi, kenmail234
• Re: Virus Again, Mark Baker
• Re: Virus Again, John Sieszycki
• RE: Virus Again, Roger Turk
• System of Measure, John W. Ross
• RE: Virus Again, Caldwell, Stan
• 1920s channels sections?, D. Woodham
• RE: 1920s channels sections?, Mayo, Daniel
• Re: 1920s channels sections?, D. Woodham
• Re: 1920s channels sections?, Charley Hamilton
• RE: Virus Again, Huffman, Sharlie TRAN:EX
• Re: Deep leg decking system, Paul Feather
• Old Codes / Slab on Ground Water and Dampproofing, GSKWY
• RE: Virus Again, Scott Maxwell
• Re: Old Codes / Slab on Ground Water and Dampproofing, Scott Maxwell

Wed Jan 21 00:42:58 GMT 2004

• Re: Design Aids for the PE, GSKWY
• Hi, ZachG
• RE: 1920s channels sections?, Bob Shaw
• Re: Virus Again, Charley Hamilton
• Re: Virus Again, Scott Maxwell
• Re: Virus Again (Drifting swiftly OT), Charley Hamilton
• RE: Old Codes / Slab on Ground Water and Dampproofing, Brian S Bossley
• RE: 1920s channels sections?, Gary Hodgson & Associates
• Re: Old Codes / Slab on Ground Water and Dampproofing, Jim Getaz
• RE: Deep leg decking system, Stuart, Matthew
• Re: Design Aids for the PE, GSKWY
• RE: A325 vs A490 bolts, Carter, Charlie
• RE: Design Aids for the PE, Troy Madlem
• RE: Old Codes / Slab on Ground Water and Dampproofing, Sherman, William
• RE: A325 vs A490 bolts, Jim Persing
• Re: Deep leg decking system, Paul Feather
• Steel Pipe Pile Availability, Gary Ehrlich
• clay tile, Jason W. Kilgore
• Re: Design Aids for the PE, Scott Maxwell
• Re: clay tile, L. Pack
• RE: Design Aids for the PE, Paul Crocker
• clay tile, Roger Turk
• RE: clay tile, Roger Davis
• Re: clay tile, Nels Roselund, SE
• RE: clay tile, Jason W. Kilgore
• Re: Pocket PC, maaz siddig ibrahim
• RE: clay tile, Keith De Lapp
• Special Moment Frame--weld details and weld metal, Michael L. Hemstad
• Re: Pocket PC, Mitchell J Sklar
• RE: clay tile, Roger Davis
• Re: Special Moment Frame--weld details and weld metal, Ben Yousefi
• RE: Special Moment Frame--weld details and weld metal, Bob Shaw
• Re: Special Moment Frame--weld details and weld metal, THunt
• RE: Pocket PC, Dennis Wish

Thu Jan 22 00:04:45 GMT 2004

• IMF Steel Connection Tests, Steve Widmayer
• Moment Frame Joints, Rand Holtham, P.E.
• Plotters....(OT), Mike Jones
• RE: Plotters....(OT), Brian S Bossley
• Fw: Plotters....(OT), Desi Kiss
• NSPE Board Opposes Raising Limit on H-1B Visas, Matthew Stuart
• RE: Plotters....(OT), Keith De Lapp

Fri Jan 23 02:06:24 GMT 2004

• Pirib Roof Deck, Eknrinc
• Re: Pirib Roof Deck, Clifford Schwinger
• Re: Pirib Roof Deck, Clifford Schwinger
• IBC 2000 Seismic question, Clifford Schwinger
• Re: IBC 2000 Seismic question, Mark D. Anderson PE
• Re: IBC 2000 Seismic question, Jim Getaz
• The AISC Steel Conference, Carter, Charlie
• Scanners - OT, GSKWY
• Re: Scanners - OT, Thor Tandy
• Minimum topping on precast plank, Terry Triest
• RE: Minimum topping on precast plank, Brian M. Spencer
• Re: IBC 2000 Seismic question, Mark D. Anderson PE
• Re: Scanners - OT, Scott Maxwell
• Re: IBC 2000 Seismic question, Scott Maxwell
• Re: The AISC Steel Conference, Steve Gordin
• Re: Minimum topping on precast plank, Rand Holtham, P.E.
• RE: Scanners - OT, Keith De Lapp
• Re-post: The AISC Steel Conference, Steve Gordin
• RE: Minimum topping on precast plank, Terry Triest
• Re: Scanners - OT, Thor Tandy
• Re: Scanners - OT, Thor Tandy
• RE: Re-post: The AISC Steel Conference, Melnick, Scott
• RE: The AISC Steel Conference, Melnick, Scott
• Re: Re-post: The AISC Steel Conference, Steve Gordin
• Re: Moment Frame Joints, Paul Ransom
• Attn Shafat - Digest mode index, Paul Ransom
• Re: Scanners - OT, Thor Tandy
• Fw: Undeliverable: Re: Scanners - OT, Thor Tandy
• Re: Scanners, Thor Tandy

Sun Jan 25 15:36:36 GMT 2004

• Re: IBC 2000 Seismic question, GSKWY
• Re: IBC 2000 Seismic question, Charley Hamilton
• Re: IBC 2000 Seismic question, Mark Gilligan
• 1998 CBC AISC, Eknrinc

Mon Jan 26 03:05:25 GMT 2004

• Another earthquake question, Clifford Schwinger
• books for the SE II exam, Bruce Holcomb
• Topping on Precast Plank, Chad Van Kampen
• RE: Topping on Precast Plank, Terry Triest
• Re: books for the SE II exam, Scott Maxwell
• RE: books for the SE II exam, Gary Ehrlich
• [no subject], DIPAK ZINZUWAIA
• Re: Topping on Precast Plank, Chad Van Kampen
• Re: 1998 CBC AISC, Ben Yousefi
• RE: IBC 2000 Seismic question, Scott, William N.
• Re: IBC 2000 Seismic question, Charley Hamilton
• RE: Scanners - OT, Roger Davis
• RE: IBC 2000 Seismic question, Paul Crocker
• RE: Topping on Precast Plank, Terry Triest
• Steel buildings, Steve Gordin
• RE: Steel buildings, Mark L. Puccio
• RE: IBC 2000 Seismic question, Scott, William N.
• RE: Steel buildings, Bruce Holcomb
• Re: Steel buildings, Abe Knapp
• Re: Steel buildings, Domenic DeAngelo
• RE: Steel buildings, Gary Ehrlich

Tue Jan 27 08:10:38 GMT 2004

• Expansion Joints in Buried Foundations====>> what is the criteria?, Syed Faiz
• Test, seaint-ad
• Test, seaint-ad
• Topping on precast plank, Chad Van Kampen
• RE: Test, Jim Persing
• Stainless Steel Design Manual, Tripp Howard
• [no subject], seaint-ad
• Re: Topping on precast plank, GSKWY
• Re: Test, Mark D. Baker
• Re: Test, vlad
• Re: Test, Charley Hamilton
• RE: Test, Al Grathwol
• RE: Test, Jim Persing
• Re: Stainless Steel Design Manual, Nels Roselund, SE
• Re: Stainless Steel Design Manual, Christopher Wright
• Re: Test, Mark Baker
• Re: Steel buildings, Steve Gordin
• RE: Test, Al Grathwol
• Re: Steel buildings, Paul Ransom
• UBC seismic provision for braced frame, YI
• Re: UBC seismic provision for braced frame, Charley Hamilton
• Re: UBC seismic provision for braced frame, Ben Yousefi
• Re: Test, Mark Baker
• Re: Stainless Steel Design Manual, Nels Roselund, SE
• Re: Test, Scott Maxwell
• Re: UBC seismic provision for braced frame, Charley Hamilton
• insulation between concrete plank and concrete slab, Randy Diviney
• RE: Test, Al Grathwol
• Re: insulation between concrete plank and concrete slab, Thor Tandy
• Re: insulation between concrete plank and concrete slab, Scott Maxwell
• RE: insulation between concrete plank and concrete slab, David L. Fisher
• RE: Test, Scott Maxwell
• Re: insulation between concrete plank and concrete slab, GSKWY
• RE: insulation between concrete plank and concrete slab, Paul Crocker
• RE: Test, Al Grathwol
• RE: Test, Caldwell, Stan
• RE: insulation between concrete plank and concrete slab, Scott, William N.
• RE: insulation between concrete plank and concrete slab, David L. Fisher
• RE: insulation between concrete plank and concrete slab, Stuart, Matthew

Wed Jan 28 03:53:41 GMT 2004

• Re: insulation between concrete plank and concrete slab, Thor Tandy
• Re: insulation between concrete plank and concrete slab, dfisher(--nospam--at)fpse.com
• Wood Connections & DOL, Roger Turk
• RE: Test, Barry H. Welliver
• RE: Topping on Precast Plank, Robert Rogers
• K for X braced frames, PFFEI
• DESIGN/BUILD: Show Me The Money, Bill Polhemus
• Insulation on Precast, Chad Van Kampen
• RE: insulation between concrete plank and concrete slab, Randy Diviney
• RE: Insulation on Precast, dfisher(--nospam--at)fpse.com
• VOCs, GSKWY
• RE: Wood Connections & DOL, Tom Skaggs
• Re: K for X braced frames, THunt
• Re: DESIGN/BUILD: Show Me The Money, Jake Watson
• Structural Photos - Public Domain, Dave Adams
• RE: K for X braced frames, Al Grathwol
• Re: Wood Connections & DOL, Nels Roselund, SE
• residential garage topping slab on wood framing, Mark Baker
• RE: insulation between concrete plank and concrete slab, Scott, William N.
• Re: residential garage topping slab on wood framing, Scott Maxwell
• Re: Wood Connections & DOL, Charley Hamilton
• AISC seminars, Steve Gordin
• Re: K for X braced frames, Mlcse
• Re: insulation between concrete plank and concrete slab, Thor Tandy
• Re: K for X braced frames, Javier Encinas
• Re: residential garage topping slab on wood framing, Mark Baker
• Re: residential garage topping slab on wood framing, Scott Maxwell
• RE: residential garage topping slab on wood framing, Jason W. Kilgore
• RE: residential garage topping slab on wood framing, Schwan, Martin K.
• SEAOSC cyclic test protocol, Scott Maxwell
• Grisoft's AVG Virus Protection, Dennis Wish

Thu Jan 29 03:16:21 GMT 2004

• Re: IBC 2000 Seismic question, Roger Turk
• Re: Grisoft's AVG Virus Protection, vlad
• Re: SEAOSC cyclic test protocol, chuck utzman
• Re: IBC 2000 Seismic question, Ray Pixley
• Design Build, Chad Van Kampen
• RE: Structural Photos - Public Domain, Mueller, Oliver
• Brick Wall Reinforcement, IRV FRUCHTMAN
• insulation between concrete plank and concrete slab, Michael L. Hemstad
• RE: insulation between concrete plank and concrete slab, David L. Fisher
• laminated deck as diaphragm, Dan Morrow
• RE: laminated deck as diaphragm, Bernard, Scott C.
• RE: laminated deck as diaphragm, Bob Riley
• Uplift / Footing Design for Butler Buildings?????, Daniel Boltz
• RE: Uplift / Footing Design for Butler Buildings?????, Sherman, William
• RE: Uplift / Footing Design for Butler Buildings?????, Peter James
• RE: Uplift / Footing Design for Butler Buildings?????, Brian S Bossley
• RE: Uplift / Footing Design for Butler Buildings?????, Brian S Bossley

Fri Jan 30 02:18:37 GMT 2004

• Stupid earthquake question of the day, Clifford Schwinger
• URM Retrofit Contractors in Palm Springs area, Dennis Wish
• [no subject], seaint-ad
• Lateral pressure on forms, Richard Labonville
• Factor of Safety Requirements for Butler Buildings?, Daniel Boltz
• Re: Lateral pressure on forms, GSKWY
• RE: Factor of Safety Requirements for Butler Buildings?, Brian S Bossley
• RE: Stupid earthquake question of the day, Sherman, William
• RE: Factor of Safety Requirements for Butler Buildings?, Jason W. Kilgore
• DL+W, Andrew Kester
• Re: DL+W, M. David Finley, P.E.
• Snap-N-Lock Roof Panels, Don
• RE: DL+W, Jason W. Kilgore
• Butler Building Founation Design?, Daniel Boltz
• RE: Stupid earthquake question of the day, Adam Vakiener
• RE: Stupid earthquake question of the day, Christopher Wright
• Re: DL+W, M. David Finley, P.E.
• RE: Stupid earthquake question of the day, Al Grathwol
• Butler Building Founation Design?, John P. Riley
• RE: DL+W, John P. Riley
• RE: Butler Building Founation Design?, Robert Rogers
• Lateral pressure on forms, Richard Labonville
• Re: DL+W, M. David Finley, P.E.
• Re: DL+W, Scott Maxwell
• RE: DL+W, Paul Crocker
• Re: DL+W, Scott Maxwell
• RE: DL+W, Jason W. Kilgore
• Butler-Type Building Foundation Design..., Daniel Boltz
• RE: Butler Building Founation Design?, Silverhill Co Silverhill Co LLC
• stains in pool finish (Southern California), Dennis Wish
• Re: stains in pool finish (Southern California), Shapton & Partners
• Re: DL+W, Roger Turk
• Snap-N-Lock Roof Panels, Roger Turk

Sat Jan 31 00:22:41 GMT 2004

• Re: Factor of Safety Requirements for Butler Buildings?, Rick Burch
• Re: DL+W, Rick Burch
• And we were worried about NFPA vs IBC [I wish it were humor], Charley Hamilton
• SEAOI Annual Design Competition, Rbengrguy
• Re: Butler Building Founation Design?, Gary Hodgson & Associates
• RE: DL+W, John P. Riley
• RE: DL+W, Tony Lai
• RE: Factor of Safety Requirements for Butler Buildings?, Jason W. Kilgore
• How many of you are getting flooded with the I-Worm/MyDoom Virus?, Dennis Wish
• RE: residential garage topping slab on wood framing, Dennis Wish
• RE: Brick Wall Reinforcement, Dennis Wish
• laminated deck as diaphragm, Roger Turk

Sun Feb 01 00:02:11 GMT 2004

• Re: Wood Connections & DOL, Roger Turk
• Re: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Scott Maxwell
• Re: Snap-N-Lock Roof Panels, Scott Maxwell
• Re: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Bill Polhemus
• RE: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Dennis Wish
• Re: metal building foundations [was Butler Building Founation Design?], Paul Ransom
• RE: metal building foundations [was Butler Building Founation Design?], John P. Riley
• Re: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Scott Maxwell

Mon Feb 02 12:38:32 GMT 2004

• Re: DL+W, M. David Finley, P.E.
• Re: DL+W, M. David Finley, P.E.
• Re: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Nestor Guerrero
• Re: Butler-Type Building Foundation Design..., Rand Holtham, P.E.
• RE: Site-Specific Procedure (WAS: Stupid earthquake question of the day), Dickey, David
• hello, mzaitz
• RE: Site-Specific Procedure (WAS: Stupid earthquake question of the day), Clifford Schwinger
• RE: How many of you are getting flooded with the I-Worm/MyDoom Virus?, Scott Maxwell
• RE: Grisoft's AVG Virus Protection, Al Grathwol
• Re: residential garage topping slab on wood framing, Rand Holtham, P.E.
• Re: residential garage topping slab on wood framing, Mark D. Baker
• Re: residential garage topping slab on wood framing, Mark D. Baker
• RE: residential garage topping slab on wood framing, Dennis Wish

Tue Feb 03 05:08:04 GMT 2004

• Re: metal building foundations [was Butler Building Founation Design?], Paul Ransom
• Re: residential garage topping slab on wood framing, chuck utzman
• Re: residential garage topping slab on wood framing, Mark Gilligan
• Christopher Wright, Michael L. Hemstad
• Reinforcement ratio - Round column, Padmanabhan Rajendran
• Re: residential garage topping slab on wood framing, Rand Holtham, P.E.
• Re: Christopher Wright, Christopher Wright
• Re: residential garage topping slab on wood framing, chuck utzman
• R factor, Leslie
• Re: R factor, Scott Maxwell
• Availability of 3/8" Stainless Steel Plate, Brian S Bossley
• Re: R factor, Ben Yousefi
• 2001 NDS Wood Shear, lrhauer
• RE: 2001 NDS Wood Shear, Brian S Bossley
• RE: 2001 NDS Wood Shear, Waltz, Ned
• Re: 2001 NDS Wood Shear, Scott Maxwell
• Tension-only frames supporting stairtowers, Michael L. Hemstad
• Re: 2001 NDS Wood Shear, Scott Maxwell
• Re: R factor, Adolfo Gálvez
• Lift Slab Construction in Seismic Areas, Gray Hodge
• Precast/Prestressed Concrete Repair, Gray Hodge
• RE: Precast/Prestressed Concrete Repair, David L. Fisher

Wed Feb 04 12:11:06 GMT 2004

• Strengthening of Precast, Jim Getaz
• hi, seaint-ad
• Re: 2001 NDS Wood Shear, IRV FRUCHTMAN
• Re: Lateral pressure on forms, THunt
• FW: Tension-only frames supporting stairtowers, Michael L. Hemstad
• Re: Tension-only frames supporting stairtowers, Thor Tandy
• RE: Tension-only frames supporting stairtowers, Jim Persing
• RE: Tension-only frames supporting stairtowers, Jim Persing
• 1997 UBC Section 1633, Eknrinc
• Re: 1997 UBC Section 1633, Ben Yousefi
• Underpinning and shoring, richard lewis
• Structural Drawing Numbering Standard, richard lewis
• RE: Structural Drawing Numbering Standard, David L. Fisher
• Re: Underpinning and shoring, Mark D. Baker
• Re: Structural Drawing Numbering Standard, Paul Feather
• RE: Underpinning and shoring, David L. Fisher
• RE: Underpinning and shoring, Al Grathwol
• RE: Underpinning and shoring, David L. Fisher
• RE: Underpinning and shoring, Al Grathwol

Thu Feb 05 00:26:29 GMT 2004

• Re: Structural Drawing Numbering Standard, Scott Maxwell
• Re: Underpinning and shoring, chuck utzman
• Holes in beams, John P. Riley
• RE: Structural Drawing Numbering Standard, John P. Riley
• Re: Holes in beams, Charley Hamilton
• Re: Holes in beams, Scott Maxwell
• RE: Structural Drawing Numbering Standard, Brian M. Spencer
• Re: Structural Drawing Numbering Standard, Mitchell J Sklar
• Re: Structural Drawing Numbering Standard, Jim Getaz
• Re: Holes in beams, Javier Encinas
• Re: Structural Drawing Numbering Standard, Scott Maxwell
• RE: Structural Drawing Numbering Standard, Jason W. Kilgore
• RE: Structural Drawing Numbering Standard, John C. Jones
• RE: Underpinning and shoring, John C. Jones
• DL+W, Chris Banbury
• virus in digest, Joe Fabregas
• Need Help Finding a Licensed SE in California, Jason Chicoine
• RE: Need Help Finding a Licensed SE in California, Jason W. Kilgore
• Re: virus in digest, Neil Moore
• Re: Underpinning and shoring, Rand Holtham, P.E.
• asce 7-02 wind, Joe Grill
• Soundblox Masonry units, Davis Parsons
• RE: Soundblox Masonry units, Al Grathwol
• RE: asce 7-02 wind, Sherman, William
• RE: asce 7-02 wind, Sherman, William
• RE: Soundblox Masonry units, Roger Davis
• RE: asce 7-02 wind, Joe Grill
• Virginia Tech - Mini Course on Wood Decks, Balconies and Porches, Dennis Wish
• thanks, Leslie

Fri Feb 06 00:49:21 GMT 2004

• RE: asce 7-02 wind, Sherman, William
• Fw: Holes in beams, Jim Hannah
• Probable Maximum Loss Studies, GSKWY
• RE: Probable Maximum Loss Studies, Dennis Wish
• Re: Tension-only frames supporting stairtowers, Gary Hodgson & Associates
• Re: Underpinning and shoring, Gary Hodgson & Associates
• Re: Holes in beams, Gary Hodgson & Associates
• Composite Action, Randall H. Collier
• Re: Tension-only frames supporting stairtowers, Nels Roselund, SE
• Re: Tension-only frames supporting stairtowers, Thor Tandy
• Status, rshaw
• OT: is this NASA story is true?, Clifford Schwinger
• RE: is this NASA story is true?, Tom Skaggs
• Re: is this NASA story is true?, Bill Polhemus
• Re: is this NASA story is true?, Stuart Jacobs
• RE: is this NASA story is true?, Clifford Schwinger
• RE: is this NASA story is true?, Caldwell, Stan
• Re: OT: is this NASA story is true?, Charley Hamilton
• Re: OT: is this NASA story is true?, Charley Hamilton
• RE: OT: is this NASA story is true?, Hans E Boge
• My Space Pen Is Not For Sale!, Caldwell, Stan
• RE: is this NASA story is true?, Tom Skaggs
• RE: My Space Pen Is Not For Sale!, Pat Clark
• Hollow Concrete Columns, RainCat1
• RE: OT: is this NASA story is true?, Clifford Schwinger
• floor glass, DA
• RE: floor glass, Al Grathwol
• RE: floor glass, Ed Najjarine
• RE: floor glass, Eric Ober
• RAM Perform, Aswin Rangaswamy
• ASCE 7-02 wind, Dan Morrow
• Old Joist, Brian K. Smith
• Re: Old Joist, David N. Martin
• Slender masonry wall - 8" thick, 74' tall, hadiprawira djohan

Sat Feb 07 01:25:13 GMT 2004

• Re: OT: is this NASA story is true?, Christopher Wright
• Yes,...another earthquake question, Clifford Schwinger
• FW: Expansion Joints in Buried Foundations====>> what is the criteria?, Syed Faiz
• : FW: Expansion Joints in Buried Foundations====>> what is the criteria, Mark Gilligan
• Re: Tension-only frames supporting stairtowers, Gary Hodgson & Associates
• Re: Tension-only frames supporting stairtowers, Gary Hodgson & Associates
• Re: OT: is this NASA story is true?, Gary Hodgson & Associates
• Test, seaint-ad
• Re: FW: Expansion Joints in Buried Foundations====>> what is the criteria?, Daryl Richardson

Sun Feb 08 02:32:17 GMT 2004

• Re: FW: Expansion Joints in Buried Foundations====>> what is the criteria?, Mark Gilligan
• RE: Yes,...another earthquake question, Gunnar Hafsteinn Isleifsson
• RE: My Space Pen Is Not For Sale!, Dennis Wish
• Re: seaint Digest for 3 Feb 2004, r nester
• Re: Yes,...another earthquake question, Suresh Acharya
• Re: Yes,...another earthquake question, Clifford Schwinger
• Re: Old Joist, Brian K. Smith, P.E.
• Re: FW: Expansion Joints in Buried Foundations====>> what is the criteria?, Rick Burch
• Re: Yes,...another earthquake question, Christopher Wright

Mon Feb 09 01:50:42 GMT 2004

• Steel fatigue - AISC v AASHTO, Gale45man
• Re: Yes,...another earthquake question, Rlabbe
• RE: Expansion Joints in Buried Foundations====>> what is the criteria?, Jason W. Kilgore
• Floor Glass Reference, Munoz, Pedro
• Hi, seaint-ad
• Hi, seaint-ad
• RE: Expansion Joints in Buried Foundations====>> what is the criteria?, Syed Faiz
• Error, aknapp
• Yes,...another earthquake question, Michael L. Hemstad
• RE: Yes,...another earthquake question, Michael Bryson
• Re: 2001 NDS Wood Shear, AWC Info
• laminated deck as diaphragm, AWC Info
• Re: Yes,...another earthquake question, Christopher Wright
• Job Opening: PE w/Tilt-up Experience, Aswin Rangaswamy
• 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• Re: laminated deck as diaphragm, Rand Holtham, P.E.
• ASCE 7 vs NESC, M. David Finley, P.E.
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Jake Watson
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Nels Roselund, SE

Tue Feb 10 00:07:20 GMT 2004

• Re: laminated deck as diaphragm, Nels Roselund, SE
• RE: laminated deck as diaphragm, Scott, William N.
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Nels Roselund, SE
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installa tion, Jim Getaz
• RC Precast vs Steelwork, Rlabbe
• Re: laminated deck as diaphragm, Rand Holtham, P.E.
• re: ASCE 7-02 Wind, chuck ritter
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Al Grathwol
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Fred Turner
• Expansion Joints in Buried Foundations====>> what is the criteria?, Michael L. Hemstad
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, chuck utzman
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, chuck utzman
• FW: laminated deck as diaphragm, AWC Info
• FW: 2001 NDS Wood Shear, AWC Info
• RC Precast vs Steelwork, Rlabbe
• Re: laminated deck as diaphragm, AWC Info

Wed Feb 11 01:03:56 GMT 2004

• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, ECVAl3
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Nels Roselund, SE
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• Re: mudmat and compaction, Mitchell J Sklar
• RE: Expansion Joints in Buried Foundations====>> what is the criteria?, Syed Faiz
• RE: mudmat and compaction, Stuart, Matthew
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installa tion, Jim Getaz
• Precast vs. Steel., Chad Van Kampen
• RE: mudmat and compaction, Sherman, William
• Re: RC Precast vs Steelwork, Scott Maxwell
• Hello, aknapp
• Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Mark Gilligan
• RE: Steel fatigue - AISC v AASHTO, Speck, Todd M
• fire protection for cast iron columns, D. Woodham
• Re: fire protection for cast iron columns, Ben Yousefi
• Re: mudmat and compaction, Daryl Richardson
• Metric bar sizes, Davis Parsons
• RE: Metric bar sizes, Sherman, William
• RE: Metric bar sizes, Jason W. Kilgore
• Re: Metric bar sizes, Davis Parsons
• RE: fire protection for cast iron columns, Carter, Charlie
• H-1B Visa Cap Could Be Reached Next Week, Caldwell, Stan
• RE: H-1B Visa Cap Could Be Reached Next Week, David L. Fisher
• LRFD Masonry question, John C. Jones
• RE: LRFD Masonry question, Gobeli, Jesse L POA02
• RE: LRFD Masonry question, John C. Jones
• Hello, editor
• RE: Hello, Ken McClure

Thu Feb 12 02:06:25 GMT 2004

• Re: Metric bar sizes, da
• treated timberstrand, da
• RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
• Re: treated timberstrand, Brian K. Smith, P.E.
• Re: offshore project gone bad, Rbengrguy
• Re: Norm Matloff - Bush administration again proposes cance..., Rbengrguy
• Re: RC Precast vs Steelwork, Jim Getaz
• Soil subgrade modulus & Spring constant, Vasu, Ravi
• FW: Soil subgrade modulus & Spring constant, Vasu, Ravi
• RE: Soil subgrade modulus & Spring constant, Keith De Lapp
• Re: treated timberstrand, Nels Roselund, SE
• slab moment coefficients, Joe Grill
• RE: slab moment coefficients, Jason W. Kilgore
• Re: slab moment coefficients, BCainse
• RE: slab moment coefficients, Sherman, William
• RE: slab moment coefficients, Al Grathwol
• Hinged sides, Al Grathwol
• RE: slab moment coefficients, Joe Grill
• RE: treated timberstrand, Paul Crocker
• Re: Soil subgrade modulus & Spring constant, Walter Sheen
• Earthquake Hazard Maps, HBAP
• Re: Earthquake Hazard Maps, Ben Yousefi
• RE: Earthquake Hazard Maps, Jason W. Kilgore
• RE: Earthquake Hazard Maps, Carter, Charlie
• RE: Earthquake Hazard Maps, Harris, Brian
• Metal Building 'Basic Seismic-Force......, Daniel Boltz

Fri Feb 13 02:18:33 GMT 2004

• Re: treated timberstrand, Nels Roselund, SE
• RE: Earthquake Hazard Maps, Huffman, Sharlie TRAN:EX
• RE: Earthquake Hazard Maps, Hans E Boge
• Re: Earthquake Hazard Maps, Thor Tandy
• RE: Soil Subgrade Modulus & Spring Constant, James Fulton
• Re: H-1B Visa Cap Could Be Reached Next Week, Aswin Rangaswamy

Sat Feb 14 18:03:52 GMT 2004

• Engineering Position Available, Jake Watson

Sun Feb 15 23:03:21 GMT 2004

• Shear Wall Panel at Gable End, Joseph Grill

Mon Feb 16 16:20:13 GMT 2004

• Re: Shear Wall Panel at Gable End, Nels Roselund, SE
• Re: RC Precast vs Steelwork, Rlabbe
• Short Anchor Bolts for Butler-Type Building, Daniel Boltz
• Bonded Prestressing / Unbonded Posttensioning, M. David Finley, P.E.
• RE: Short Anchor Bolts for Butler-Type Building, Mark L. Puccio
• RE: Short Anchor Bolts for Butler-Type Building, Jason W. Kilgore
• Fw: Short Anchor Bolts for Butler-Type Building, Desi Kiss
• RE: Short Anchor Bolts for Butler-Type Building, Carter, Charlie
• Re: Short Anchor Bolts for Butler-Type Building, Rand Holtham, P.E.
• RE: Short Anchor Bolts for Butler-Type Building, Carter, Charlie
• Re: Shear Wall Panel at Gable End, Nels Roselund, SE
• New Opening in Concrete Sandwich Wall Panel, richard lewis
• Chelapati Books for SE Exam Preparation, Aswin Rangaswamy
• Re: Shear Wall Panel at Gable End, Rand Holtham, P.E.
• Steel Framing Wind Connections, richard lewis
• RE: Steel Framing Wind Connections, John C. Jones
• Re: Steel Framing Wind Connections, Davis Parsons
• RE: Shear Wall Panel at Gable End, Joe Grill
• RE: New Opening in Concrete Sandwich Wall Panel, Jake Watson

Tue Feb 17 04:11:26 GMT 2004

• 1997 NDS 8.2.3 "Wood to Concrete Connections", Bill Allen
• RE: New Opening in Concrete Sandwich Wall Panel, Jim Getaz
• New opening ins sandwich wall panel, Chad Van Kampen
• Re: 1997 NDS 8.2.3 "Wood to Concrete Connections", Scott Maxwell
• ID ceykoh... thanks, 73527 . 1356
• STRUCT I EXAM FOR CA. ?, Jason Atwood
• Re: STRUCT I EXAM FOR CA. ?, Scott Maxwell
• ID wujuclnux... thanks, Rbengrguy
• Re: treated TimberStrandR LSL, Strand, Renee
• Re: treated TimberStrandR LSL, Strand, Renee
• Why would sag rods be placed from a roof beam to the girt?, Daniel Boltz
• RE: Why would sag rods be placed from a roof beam to the girt?, Al Grathwol
• RE: Shear Wall Panel at Gable End, Pat Clark
• Fire Retardant Treated Plywood Shearwalls and Diaphragms, Tripp Howard
• Re: New Opening in Concrete Sandwich Wall Panel, richard lewis
• Re: Fire Retardant Treated Plywood Shearwalls and Diaphragms, Ben Yousefi
• RE: Shear Wall Panel at Gable End, Joe Grill
• RE: Fire Retardant Treated Plywood Shearwalls and Diaphragms, Jim Persing
• Re: Why would sag rods be placed from a roof beam to the girt?, Paul Blomberg

Wed Feb 18 00:14:03 GMT 2004

• RE: Why would sag rods be placed from a roof beam to the girt?, Scott Maxwell
• 97UBC Ties & Continuity, ECVAl3
• Re: New Opening in Concrete Sandwich Wall Panel, Scott Maxwell
• Re: New Opening in Concrete Sandwich Wall Panel, Jim Getaz
• RE: Fire Retardant Treated Plywood Shearwalls and Diaphragms, Tripp Howard
• Steel Tension Rod Bracing, Troy MacKenzie
• Steel Tension Rod Bracing, Gale45man
• RE: Steel Tension Rod Bracing, Sherman, William

Thu Feb 19 02:11:41 GMT 2004

• Flat plate punching shear question, Clifford Schwinger
• Re: Flat plate punching shear question, Gil Brock
• RE: Flat plate punching shear question, Kevin Elbury
• Re: Flat plate punching shear question, Gaur P Johnson
• RE: Flat plate punching shear question, Kevin Below
• RE: Flat plate punching shear question, Kevin Elbury
• RE: Steel Tension Rod Bracing, Carter, Charlie
• Re: Steel Tension Rod Bracing, TJ_Fu
• Re: Steel Tension Rod Bracing, Padmanabhan Rajendran
• Re: Steel Tension Rod Bracing, Padmanabhan Rajendran
• Re:NSPE publicly states opposition to increasing h-1b cap, Rbengrguy
• Flat plate punching shear question, John P. Riley
• RE: Flat plate punching shear question, Brian M. Spencer
• Re: Flat plate punching shear question, Scott Maxwell
• Preferred SLRS, Seth W. Cutler
• Development length of reinforcing steel, Bill Mancini
• RE: Development length of reinforcing steel, Sherman, William
• Philippines Siesmicity, MBREngineering
• Double Top Plate Restraint, Joe Grill
• Re: Preferred SLRS, Scott Maxwell
• Re: Preferred SLRS, Clifford Schwinger
• Re: Philippines Seismicity, Paul Blomberg
• Re: Preferred SLRS, Seth W. Cutler
• RE: Philippines Siesmicity, Gunnar Hafsteinn Isleifsson
• 1633.2.5 Ties, ECVAl3
• Re: Preferred SLRS, Scott Maxwell
• Re: 1633.2.5 Ties, Scott Maxwell
• Re: Double Top Plate Restraint, Rand Holtham, P.E.
• RE: Double Top Plate Restraint, Joe Grill
• RE: Double Top Plate Restraint, Jim Persing
• RE: Double Top Plate Restraint, Joe Grill
• RE: 1633.2.5 Ties, Jason W. Kilgore
• Welding to steel studs, D. Woodham
• RE: Welding to steel studs, Heide Hooks
• Re: Welding to steel studs, THunt
• Undeliverable Message (Anyone from American Geotechnical?), Aswin Rangaswamy
• composites, scgordin
• Re: Philippines Siesmicity, Albert Villanueva
• Re: composites, THunt
• Re: Philippine Seismicity, Albert Villanueva

Fri Feb 20 00:05:39 GMT 2004

• RE: Flat plate punching shear question, Sherman, William
• RE: composites, Albert Ford
• Wanted: Apprentice for Seismic Retrofits and New Light-frame low rise design, Dennis Wish
• RE: Flat plate punching shear question, Clifford Schwinger
• RE: Welding to steel studs, Jim Wilson
• angles to mtl stud and gyp clg diaphragm, Andrew Kester
• RE: Undeliverable Message (Anyone from American Geotechnical?), Jason W. Kilgore
• How Common is Masonry Infilled Steel Frames for New Construction ?, Robert Rogers
• Re: Undeliverable Message (Anyone from American Geotechnical?), Rand Holtham, P.E.
• Re: Double Top Plate Restraint, Rand Holtham, P.E.
• RE: How Common is Masonry Infilled Steel Frames for New Construction ?, Terry Triest
• RE: Undeliverable Message (Anyone from American Geotechnical?), Jason W. Kilgore
• RE: How Common is Masonry Infilled Steel Frames for New Construction ?, Robert Rogers
• RE: How Common is Masonry Infilled Steel Frames for New Construction ?, Terry Triest
• Diaphragm action without plywood/OSB sheathing, Sharad T. Patel
• RE: Diaphragm action without plywood/OSB sheathing, Kestner, James W.
• RE: Diaphragm action without plywood/OSB sheathing, Jim Persing
• Re: Diaphragm action without plywood/OSB sheathing, lrhauer
• Re: How Common is Masonry Infilled Steel Frames for New Construction ?, Rlabbe
• Re: How Common is Masonry Infilled Steel Frames for New Construction ?, Rand Holtham, P.E.
• RE: How Common is Masonry Infilled Steel Frames for New Construction ?, Robert Rogers
• Rigidty Of Wood Floor Framing, Michael Bryson
• 1633.2.5 Ties, ECVAl3
• RE: How Common is Masonry Infilled Steel Frames for New Construction ?, Robert Rogers
• Re: 1633.2.5 Ties, Scott Maxwell
• Re: Diaphragm action without plywood/OSB sheathing, DRPFLY
• Foundation uplift, Mark L. Puccio
• House Remodel on Post Tensioned Slab, Aswin Rangaswamy
• Re: Shear Wall Panel at Gable End, David Merrick

Sat Feb 21 00:21:35 GMT 2004

• Re: Double Top Plate Restraint, Joseph Grill
• RE: Diaphragm action without plywood/OSB sheathing, Dennis Wish
• Tie spacing in RC columns, zone 4, Bill Mancini
• Re: Rigidty Of Wood Floor Framing, Paul Feather
• RE: Tie spacing in RC columns, zone 4, Michael Bryson
• RE: Diaphragm action without plywood/OSB sheathing, Gary Hodgson & Assoc.

Sun Feb 22 03:41:52 GMT 2004

• RE: Flat plate punching shear question, Kevin Below
• connection joint of the concrete column and steel beam, xuan deng

Mon Feb 23 04:50:01 GMT 2004

• Re: connection joint of the concrete column and steel beam, Scott Maxwell
• Re: Double Top Plate Restraint, Rand Holtham, P.E.
• Re: How Common is Masonry Infilled Steel Frames for New Construction ?, Rand Holtham, P.E.
• Sound transmission ratings (any references available?), Clifford Schwinger
• Exterior Suspended Concrete Slab Question?, Daniel Boltz
• RE: Sound transmission ratings (any references available?), Schwan, Martin K.
• Sound transmission ratings (any references available?), Robert Freeman
• Attention outsourcing foes!!!!!, David L. Fisher
• Diaphragm Action, Eric Tompos

Tue Feb 24 00:27:10 GMT 2004

• Re: Attention outsourcing foes!!!!!, Christopher Wright
• Re: Sound transmission ratings (any references available?), Jim Getaz
• RE: Attention outsourcing foes!!!!!, Ray Pixley
• Re: Double Top Plate Restraint, Eric Tompos
• gable ends- clg diaphragm, Andrew Kester
• How Common is Masonry Infilled Steel Frames for New Construction ?, Michael L. Hemstad
• Re: gable ends- clg diaphragm, Rand Holtham, P.E.
• RE: Attention outsourcing foes!!!!!, Jake Watson
• RE: Foundation uplift, John P. Riley
• RE: Foundation uplift, THunt
• RE: Foundation uplift, Kestner, James W.
• RE: Foundation uplift, Syed Faiz
• RE: Foundation uplift, Caldwell, Stan
• Re: Foundation uplift, RainCat1
• RE: Foundation uplift, Jason W. Kilgore
• Brent Koch, Keith De Lapp
• RE: Foundation uplift, Scott Maxwell
• RE: Foundation uplift, Kestner, James W.
• RE: NFPA 5000, Consensus Standard?, Dennis Wish
• RE: Foundation uplift, Jim Persing
• RE: Foundation uplift, Michael Bryson
• RE: Foundation uplift, Jim Persing
• Re: Double Top Plate Restrain, AWC Info
• RE: Double Top Plate Restraint, Jim Persing
• Re: Foundation uplift, Paul Feather
• Re: 1997 NDS 8.2.3 "Wood to Concrete Connections", AWC Info
• Foundation uplift, John P. Riley
• Re: Foundation uplift, Paul Feather
• RE: Foundation uplift, BCainse
• Re: Foundation uplift, Scott Maxwell
• RE: Foundation uplift, Caldwell, Stan
• Drilled Piers, Rlabbe

Wed Feb 25 00:56:47 GMT 2004

• Macomber joists, Drew Morris
• RE: Foundation uplift, Syed Faiz
• Double-T torsion, Wontae Kim
• RE: Macomber joists, Roger Davis
• RE: Macomber joists, Brian S Bossley
• RE: Double-T torsion, Roger Davis
• RE: Macomber joists, Brian S Bossley
• RE: Foundation uplift, Kestner, James W.
• The Steel Conference, Carter, Charlie
• Double-T Torsion, Wontae Kim
• spandrell beams/ uplift in ftgs, Andrew Kester
• Re: spandrell beams/ uplift in ftgs, Rand Holtham, P.E.
• RE: Double-T Torsion, Brent Koch
• LFRD Seminar, scgordin
• Elem school and Fault, Jake Watson
• Model concrete frame in Staad w/cracked sections, Peter A. Allen
• Spanish translation - way off topic, GSKWY
• RE: Spanish translation - way off topic, Caldwell, Stan

Thu Feb 26 01:03:54 GMT 2004

• RE: Model concrete frame in Staad w/cracked sections, Michael Bryson
• Re: Spanish translation - way off topic, Charley Hamilton
• Re: Elem school and Fault, BCainse
• Re: Spanish translation - way off topic, Alberto Guida
• Re: Double-T Torsion, Scott Maxwell
• RE: Drilled Piers, Ali Karimzadegan
• Re: Drilled Piers, Rlabbe
• Re: Double-T Torsion, Clifford Schwinger
• RE: Model concrete frame in Staad w/cracked sections, Eric Ober
• Re: The Steel Conference, Clifford Schwinger
• Re: Double-T Torsion, Himat Solanki
• "Repair of Steel Structures After a Fire", Eckrote, David
• RE: "Repair of Steel Structures After a Fire", Melnick, Scott
• Anchor rods for treated wood, Scott Maxwell
• Wind loading on architectural screen/mesh, Jim Wilson
• Re: Elem school and Fault, Paul Feather
• Re: Wind loading on architectural screen/mesh, Paul Feather
• RE: Anchor rods for treated wood, Schwan, Martin K.
• RE: Wind loading on architectural screen/mes, Jim Persing
• RE: Wind loading on architectural screen/mesh, Paul Crocker
• RE: Anchor rods for treated wood, Scott Maxwell
• RE: Wind loading on architectural screen/mesh, Jim Wilson
• Re: Wind loading on architectural screen/mesh, James Cohen
• Re: Wind loading on architectural screen/mesh, Himat Solanki
• Re: Wind loading on architectural screen/mesh, Jake Watson
• RE: Anchor rods for treated wood, Brian K. Smith
• RE: Anchor rods for treated wood, Schwan, Martin K.
• Re: The Steel Conference, Jnapd
• Re: Wind loading on architectural screen/mesh, Paul Feather
• Re: Wind loading on architectural screen/mesh, Himat Solanki
• Re: Wind loading on architectural screen/mesh, Drew Morris
• RE: The Steel Conference, Sherman, William
• RE: Anchor rods for treated wood, Brian K. Smith
• Re: Wind loading on architectural screen/mesh, Padmanabhan Rajendran
• GUTTER AND DOWNSPOUTS - off topic, Juan José Treff
• Prestress Loss, Wontae Kim
• Re: GUTTER AND DOWNSPOUTS - off topic, James Cohen
• RE: Double Top Plate Restrain, Joe Grill
• WT Section, RainCat1
• Re: Prestress Loss, Gil Brock
• Re: Wind loading on architectural screen/mesh, Paul Feather
• Re: WT Section, Charley Hamilton

Fri Feb 27 00:02:16 GMT 2004

• Re: The Steel Conference, Charley Hamilton
• Referral Request, Bill Allen
• Re: Prestress Loss, Scott Maxwell
• Re: WT Section, RainCat1
• Re: Prestress Loss, Gil Brock
• Re: Pressure treated wood, G M
• Foam blocks and concrete core, Dennis Wish
• Re: Prestress Loss, Jim Getaz
• RE: WT Section, Mayo, Daniel
• Re: Double Top Plate Restrain, Rand Holtham, P.E.
• Re: The Steel Conference, Rlabbe
• Re: The Steel Conference, James Cohen
• RE: WT Section, John P. Riley
• Re: Wind loading on architectural screen/mesh, Dmitri Wright
• Re: Foam blocks and concrete core, Thor Tandy
• Re:Sizing Gutters, Kipp . A . Martin
• Re: WT Section, Charley Hamilton
• Re: Foam blocks and concrete core, Mark D. Anderson PE
• RE: Sizing Gutters, Caldwell, Stan
• Re: WT Section, chuck utzman
• RE: Sizing Gutters, Joe Grill
• RE: Sizing Gutters, Caldwell, Stan
• Re: Foam blocks and concrete core, chuck utzman
• RE: Sizing Gutters, Joe Grill
• Wind loading on architectural screen/mesh, Michael L. Hemstad
• RE: Wind loading on architectural screen/mesh, Jim Wilson
• RE: Sizing Gutters, Scott Maxwell

Sat Feb 28 01:28:43 GMT 2004

• RE: Sizing Gutters, Scott Maxwell
• Re: Sizing Gutters, BCainse
• NFPA 5000, GSKWY
• Re: Wind loading on architectural screen/mesh, IRV FRUCHTMAN
• Re: NFPA 5000, chuck utzman

Sun Feb 29 01:18:15 GMT 2004

• Re: Wind loading on architectural screen/mesh, Thor Tandy

Mon Mar 01 14:21:32 GMT 2004

• screen enclosures, Andrew Kester
• The summary, CanitzCF
• Re: Re: Document, seaint-ad
• VIRUS attack again, Bob Shaw
• VIRUS attack again, John P. Riley
• Re: Model concrete frame in Staad w/cracked sections, Walter Sheen
• Hooked bottom bars in pile caps (question), Clifford Schwinger
• RE: Hooked bottom bars in pile caps (question), Syed Faiz
• Drilled Pier foundation construction, Frieberg, Lee
• PCI Design Handbook, Wontae Kim
• RE: Foam blocks and concrete core, Dennis Wish
• RE: Foam blocks and concrete core, Dennis Wish
• RE: Foam blocks and concrete core, Dennis Wish
• Re: NFPA 5000 - underslab vapor barriers, GSKWY
• Wood Roof Framing in High Snow Regions, richard lewis
• RE: Wood Roof Framing in High Snow Regions, Schwan, Martin K.
• Concrete slab deflections - theory vs reality, Kevin Below
• RE: Wood Roof Framing in High Snow Regions, Michel Blangy
• RE: Wood Roof Framing in High Snow Regions, Haan, Scott M.
• RE: Concrete slab deflections - theory vs reality, Roger Davis
• RE: screen enclosures, Kevin Below
• Re: Wood Roof Framing in High Snow Regions, richard lewis
• RE: Concrete slab deflections - theory vs reality, Kevin Below
• Re: Concrete slab deflections - theory vs reality, GSKWY
• RE: screen enclosures, Scott Maxwell
• RE: Wood Roof Framing in High Snow Regions, Scott Maxwell
• Re: Wood Roof Framing in High Snow Regions, Randy Vogelgesang S.E.
• RE: Wood Roof Framing in High Snow Regions, Haan, Scott M.
• Re: Concrete slab deflections - theory vs reality, Gil Brock
• RE: Wood Roof Framing in High Snow Regions, Scott Maxwell
• Re: Concrete slab deflections - theory vs reality, Gil Brock

Tue Mar 02 00:00:17 GMT 2004

• Re: Concrete slab deflections - theory vs reality, GSKWY
• Re: Concrete slab deflections - theory vs reality, Gil Brock
• CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Thor Matteson, SE
• Re: Re: Re: Your document, nmoore
• RE: CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Stuart, Matthew
• Re: screen enclosures, Gary Hodgson & Associates
• Re: PCI Design Handbook, Jim Getaz
• Re: Concrete slab deflections - theory vs reality, GSKWY
• RE: Concrete slab deflections - theory vs reality, Kevin Below
• RE: CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Roger Davis
• RE: Concrete slab deflections - theory v, Kevin Below
• Wood Roof Framing in High Snow Regions, Jason Atwood
• RE: seaint Digest for 1 Mar 2004, Sharad T. Patel
• CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Michael L. Hemstad
• Re: Wood Roof Framing in High Snow Regions, Randy Vogelgesang S.E.
• Snow Load Question, Brian S Bossley
• Hey, ya! =)), HaanSM
• RE: CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Kestner, James W.
• New antenna on existing tower, Jim Wilson
• Re: New antenna on existing tower, Richard M. Beldyk, P.E., CPEng
• RE: New antenna on existing tower, Jim Persing
• RE: New antenna on existing tower, Hans E Boge
• Delivery Failed, mark . swingle
• New antenna on existing tower, John P. Riley
• Shoring Removal, SE3949
• RE: Shoring Removal, Jason W. Kilgore
• Re: Concrete slab deflections - theory vs reality, Gil Brock
• RE: Shoring Removal, Gil Brock

Wed Mar 03 00:14:35 GMT 2004

• Re: Concrete slab deflections - theory vs reality, Scott Maxwell
• Re: Edge Beam Considerations, Jim Wilson
• RE: Shoring Removal, Kevin Below
• maximum drop height when placing concrete, Clifford Schwinger
• Re: maximum drop height when placing concrete, Scott Maxwell
• RE: maximum drop height when placing concrete, Brian K. Smith
• RE: maximum drop height when placing concrete, Kestner, James W.
• Re: Edge Beam Considerations, ASLCSE
• Re: Shoring Removal, ASLCSE
• trusses, etc., Andrew Kester
• Re: maximum drop height when placing concrete, Neil Moore
• OT - PDF Organization, Paul Blomberg
• RE: OT - PDF Organization, Brian M. Spencer
• HELP! - 8" CMU wall for 90' structure - is it possible?, hadiprawira djohan
• RE: OT - PDF Organization, Dennis Wish
• RE: maximum drop height when placing concrete, Jim Wilson
• Steel Flag Poles, Oshin Tosounian
• Re: Steel Flag Poles, Ben Yousefi
• Re: OT - PDF Organization, Charley Hamilton
• RE: Steel Flag Poles, Steve Widmayer
• Re: OT - PDF Organization, Scott Maxwell
• RE: maximum drop height when placing concrete, Sherman, William

Thu Mar 04 00:07:46 GMT 2004

• Re: OT - PDF Organization, Paul Blomberg
• RE: maximum drop height when placing concrete, Syed Faiz
• RE: HELP! - 8" CMU wall for 90' structure - is it possible?, John P. Riley
• Finite Element Analysis Software, Robert Shmerling
• RE: HELP! - 8" CMU wall for 90' structure - is it possible?, Kestner, James W.
• RE: Finite Element Analysis Software, Stuart, Matthew
• RE: maximum drop height when placing concrete, Sherman, William
• Re: Finite Element Analysis Software, Christopher Wright
• PCA Publication, Paul Feather
• Salvaged Steel, Jared Keyser
• Re: Finite Element Analysis Software, Walter Sheen
• Structural steel piles, Schwan, Martin K.
• Re: Salvaged Steel, Richard M. Beldyk, P.E., CPEng
• Atlantic coast wind exposure categories, Scott Maxwell
• Re: Salvaged Steel, Christopher Wright
• RE: Structural steel piles, Stuart, Matthew
• Treated Wood, Michael L. Hemstad
• ACI 318 rebar embedment question, Clifford Schwinger
• RE: Atlantic coast wind exposure categories, Jim Wilson
• RE: Treated Wood, Kestner, James W.
• Re: Atlantic coast wind exposure categories, Scott Maxwell
• RE: Atlantic coast wind exposure categories, Scott Maxwell
• Re: ACI 318 rebar embedment question, Clifford Schwinger

Fri Mar 05 00:20:18 GMT 2004

• RE: Model concrete frame in Staad w/cracked sections, Kevin Elbury
• RE: Salvaged Steel, Carter, Charlie
• Re: Steel Flag Poles, Mark Gilligan
• Finite Element Software, Allan Bommer
• RE: Finite Element Software, Stuart, Matthew
• Re: Steel Flag Poles, Paul Feather
• OSHA and Steel Erection, Ron Hill
• RE: OSHA and Steel Erection, Ralph Benson
• RE: Structural steel piles, Carter, Charlie
• RE: Finite Element Analysis Software, Joos, Thomas F
• RE: OSHA and Steel Erection, Ron Hill
• RE: OSHA and Steel Erection, Ralph Benson
• Pedestrian Bridge (seismic design & evaluation), Casey K. Hemmatyar
• RE: Finite Element Analysis Software, ARVIND BISARYA
• RE: Finite Element Analysis Software, Christopher Wright

Sat Mar 06 01:44:31 GMT 2004

• Parking Structure Shade Canopies, Paul Feather
• Re: Finite Element Analysis Software, Charley Hamilton
• Re: Finite Element Analysis Software, ARVIND BISARYA
• RE: Finite Element Analysis Software, ARVIND BISARYA
• Re: Finite Element Analysis Software, GSKWY
• RE: Finite Element Analysis Software, Christopher Wright
• Re: Finite Element Analysis Software, ARVIND BISARYA
• RE: Finite Element Analysis Software, Jake Watson

Sun Mar 07 00:06:16 GMT 2004

• Re: Finite Element Analysis Software, BCainse
• Re: Finite Element Analysis Software, ARVIND BISARYA
• RE: Finite Element Analysis Software, ARVIND BISARYA
• Re: Finite Element Analysis Software, GSKWY
• Re: Finite Element Analysis Software, GSKWY
• Finite Element Analysis Software, ADAPT - Florian Aalami, Ph.D.
• GAIL KELLY'S MANNERS, ARVIND BISARYA
• RE: Finite Element Analysis Software, cleech(--nospam--at)nyc.rr.com

Mon Mar 08 01:22:36 GMT 2004

• Re: GAIL KELLY'S MANNERS, BCainse
• RE: Finite Element Analysis Software, Ron Hill
• Re: Finite Element Analysis Software, Suresh Acharya
• Re: GAIL KELLY'S MANNERS, ARVIND BISARYA
• Re: OSHA and Steel Erection, Rand Holtham, P.E.
• RE: HELP! - 8" CMU wall for 90' structure - is it possible?, Syed Faiz
• Capillary Break, Nels Roselund, SE
• Blind Formed Concrete Wall, Nels Roselund, SE
• Re: Capillary Break, THunt
• Re: HELP! - 8" CMU wall for 90' structure - is it possible?, Rand Holtham, P.E.
• Re: Blind Formed Concrete Wall, Richard Hess

Tue Mar 09 01:55:42 GMT 2004

• RE : Finite Element Analysis Software, Han Mu Jo
• Re: Capillary Break, GSKWY
• Re: Blind Formed Concrete Wall, chuck utzman
• Re: Blind Formed Concrete Wall, Nels Roselund, SE
• Re: Blind Formed Concrete Wall, Steve Privett
• Re: Blind Formed Concrete Wall, Nels Roselund, SE
• RE: Capillary Break, Syed Faiz
• RE: Capillary Break, Syed Faiz
• RE: HELP! - 8" CMU wall for 90' structure - is it possible?, Syed Faiz
• Capillary Break, Eric Tompos
• RE: Capillary Break, Roger Davis
• RE: Blind Formed Concrete Wall, Jason W. Kilgore
• Blind Formed Concrete Wall, Michael L. Hemstad
• FW: RE : Finite Element Analysis Software, 조한무
• pre-registration deadline extended for Steel Conference, Melnick, Scott
• Re: Blind Formed Concrete Wall, Rand Holtham, P.E.
• membership, DA
• Re: Blind Formed Concrete Wall, Nels Roselund, SE
• membership, DA
• Re: membership, THunt
• Z Coefficient, DAN NOVAK
• Re: Z Coefficient, Scott Maxwell
• Re: Z Coefficient, Paul Feather
• Re: membership, Scott Maxwell
• Heavy load slab design, Paul Feather
• RE: Z Coefficient, Sherman, William
• Closed Ties VS. Open Stirrups Shear Reinf., richard lewis
• RE: Closed Ties VS. Open Stirrups Shear Reinf., Stuart, Matthew
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Paul Feather
• Detailing in AutoCad ADT 2004 or 2005, Dennis Wish
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Rand Holtham, P.E.
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Rand Holtham, P.E.
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Jnapd
• Re: Heavy load slab design, GSKWY
• ICBO ERs ACs etc., D. Woodham

Wed Mar 10 00:03:09 GMT 2004

• RE: Z Coefficient, mludvik
• RE: ICBO ERs ACs etc., Jim Persing
• Re: Heavy load slab design, Paul Feather
• RE: ICBO ERs ACs etc., Brent Koch
• Re: ICBO ERs ACs etc., Aswin Rangaswamy
• UBC Table 16-G (possibly more academic than practical), Bill Allen
• Jointless Slab, rlewistx
• Re: Jointless Slab, Stanley E Scholl
• Re: UBC Table 16-G (possibly more academic than practical), Scott Maxwell
• Re: Closed Ties VS. Open Stirrups Shear Reinf., j.n.sigalas
• RE: Jointless Slab, John P. Riley
• Re: Jointless Slab, GSKWY
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Rand Holtham, P.E.
• Older Precast Concrete Shapes???, Daniel Boltz
• RE: Jointless Slab, Sherman, William
• PCA Publication, Paul Feather
• Re: Jointless Slab, Rand Holtham, P.E.
• Re: Closed Ties VS. Open Stirrups Shear Reinf., Pankaj Gupta
• Re: Jointless Slab, THunt
• RE: UBC Table 16-G (possibly more academic than practical), Jim Persing
• Re: Closed Ties VS. Open Stirrups Shear Reinf., chuck utzman
• Re: Jointless Slab, GSKWY
• UBC Table 16-G (possibly more academic than practical), Michael L. Hemstad
• Expansive Cements, GSKWY
• RE: UBC Table 16-G (possibly more academic than practical), Bill Allen
• re: maximum drop height when placing concrete, Jyouru_Lyang
• Precast 8" x 3" I-Beams and 12" x 6" Hollow-Core??, Daniel Boltz
• Re: Blind Formed Concrete Wall, Fred Turner
• Re: Design ground accelerations, Mark D. Anderson PE
• RE: Design ground accelerations, Jason W. Kilgore
• RE: Design ground accelerations, Heide Hooks
• Re: Design ground accelerations, Charley Hamilton

Thu Mar 11 03:54:45 GMT 2004

• Best city in US for SE, Jake Watson
• Braced Frames, Part I, Jake Watson
• Braced Frames, Part II, Jake Watson
• RE: Best city in US for SE, Brian M. Spencer
• RE: Braced Frames, Part I, Carter, Charlie
• SE Review Workshops based on 2000 IBC and 97 UBC in LA & SF, StructuralReview
• Monopole Foundations, Rand Holtham, P.E.
• RE: Best city in US for SE, David L. Fisher
• RE: Best city in US for SE, John P. Riley
• Re: Monopole Foundations, Jake Watson
• Re: Monopole Foundations, Padmanabhan Rajendran
• RE: Monopole Foundations, Bill Allen
• RE: Monopole Foundations, Jason W. Kilgore
• RE: Braced Frames, Part I, Jake Watson
• RE: Best city in US for SE, Barry H. Welliver
• RE: Best city in US for SE, Jorge R. Garone
• Re: Jointless Slab, Paul Ransom
• Min. Steel in Drilled Shaft, richard lewis
• RE: Best city in US for SE, Caldwell, Stan
• Re: Min. Steel in Drilled Shaft, Padmanabhan Rajendran
• RE: Best city in US for SE, Christopher Wright
• Re: Min. Steel in Drilled Shaft, Rand Holtham, P.E.
• Re: Min. Steel in Drilled Shaft, Neil Moore
• FW: Monopole Foundations, Jason W. Kilgore
• RE: Blind Formed Concrete Wall, Huffman, Sharlie TRAN:EX
• Re: Braced Frames, Part I, THunt
• RE: Braced Frames, Part I, Carter, Charlie
• RE: Monopole Foundations, Robert Rogers
• PCA Slab on Ground Publication, GSKWY
• RE: Braced Frames, Part I, Jake Watson
• Best city in US for SE, Michael L. Hemstad
• best city question- (non technical), Andrew Kester
• Re: Braced Frames, Part I, Mlcse
• Prequalifed Fully Restrainted Moment Connections..., Elias Hahn
• Re: Best city in US for SE, Alberto Guida
• Re: Best city in US for SE, mludvik
• Re: Prequalifed Fully Restrainted Moment Connections..., THunt
• Re: Prequalifed Fully Restrainted Moment Connections..., Charley Hamilton
• RE: GAIL KELLY'S MANNERS, Dennis Wish
• Re: best city question- (non technical), Scott Maxwell
• RE: Best city in US for SE, Kestner, James W.
• RE: Best city in US for SE, David L. Fisher
• Galvanized Steel Cracking Issue, Richard M. Beldyk, P.E., CPEng
• wall piers, cip concrete, Mark Baker
• RE: wall piers, cip concrete, Bill Allen
• RE: Min. Steel in Drilled Shaft, Keith De Lapp
• Cold formed wall girts, Wesley Werner
• RE: GAIL KELLY'S MANNERS, ARVIND BISARYA
• Modeling two independent towers and one basement in ETABS, Angel Gómez
• RE: SE Review Workshops based on 2000 IBC and 97 UBC in LA & SF, YI

Fri Mar 12 00:08:25 GMT 2004

• RE: SE Review Workshops based on 2000 IBC and 97 UBC in LA & SF, Ed Najjarine
• Re: SCBF's, Mlcse
• Re: Best city in US for SE, Jim Getaz
• Monopole Foundations, Rand Holtham, P.E.
• RE: Min. Steel in Drilled Shaft, Robert Rogers
• Re: Design ground accelerations, Charley Hamilton
• RE: Min. Steel in Drilled Shaft, Scott Maxwell
• Re: Cold formed wall girts, Paul Ransom
• Column Axial Strengthening & FRP Confinement, leon kawidjaja
• RE: Best city in US for SE????, Jason W. Kilgore
• Re: Column Axial Strengthening & FRP Confinement, Charley Hamilton
• Re: Best city in US for SE????, M. David Finley, P.E.
• Retrofitting footings, deepansh kathuria
• RE: Best city in US for SE????, Jason W. Kilgore
• RE: Best city in US for SE, John C. Jones
• SE book clubs...do they exist?, Jeremy South
• RE: Best city in US for SE????, John C. Jones
• RE: SE book clubs...do they exist?, Scott, William N.
• Re: SE book clubs...do they exist?, Jeremy South
• Re: SE book clubs...do they exist?, Christopher Wright
• Re: SE book clubs...do they exist?, Paul Feather
• Re: SE book clubs...do they exist?, Christopher Wright
• RE: SE book clubs...do they exist?, Mayo, Daniel
• Another Zone IV SMF Connection question-, Elias Hahn
• Re: SE book clubs...do they exist?, Jeremy South
• Re: wall piers, cip concrete, Mark Baker
• Re: SE book clubs...do they exist?, Aswin Rangaswamy
• RE: SE book clubs...do they exist?, Christopher Wright
• RE: Min. Steel in Drilled Shaft, Keith De Lapp
• RE: Min. Steel in Drilled Shaft, Jason W. Kilgore
• RE: Best city in US for SE???? Respond to Stan Caldwell, Dennis Wish
• Best city in US for SE Education, Dennis Wish
• Seismic Retrofit and Historic Buildings, Dennis Wish
• RE: Seismic Retrofit and Historic Buildings, Jason W. Kilgore
• Empty Shipping Container - Stability Analysis, YI

Sat Mar 13 01:14:58 GMT 2004

• (no subject), Jnapd
• RE: Empty Shipping Container - Stability Analysis, Schwan, Martin K.
• Re: Seismic Retrofit and Historic Buildings, Nels Roselund, SE
• RE: Seismic Retrofit and Historic Buildings, Dennis Wish
• Re: Braced Frames, Part I, Rick Burch
• RE: Braced Frames, Part I, Carter, Charlie
• RE: Braced Frames, Part I, Syed Faiz
• FW: Empty Shipping Containers, Jared Keyser
• Re: Empty Shipping Container - Stability Analysis, Christopher Wright
• Re: (no subject), Paul Feather

Sun Mar 14 00:24:59 GMT 2004

• Re: Braced Frames, Part I, Rick Burch
• Re: (no subject), Jnapd
• Quality of cast-in-place concrete construction, Clifford Schwinger
• RE: Quality of cast-in-place concrete construction, Jake Watson

Mon Mar 15 05:05:38 GMT 2004

• Re: Braced Frames, Part 1, Mlcse
• Concrete on EPS, Eric Tompos
• RE: Quality of cast-in-place concrete construction, Eric Ober
• RE: Concrete on EPS, Gary Ehrlich
• RE: Seismic Retrofit and Historic Buildings, Jim Persing
• RE: Seismic Retrofit and Historic Buildings, Jim Persing
• RE: Quality of cast-in-place concrete construction, Clifford Schwinger
• RE: Quality of cast-in-place concrete construction, David L. Fisher
• RE: Quality of cast-in-place concrete construction, Craig Leech
• RE: Quality of cast-in-place concrete construction, David L. Fisher
• Column Continuity Plates and Reduced Beam Sections, Michael L. Hemstad
• Quality of cast-in-place concrete construction, Michael L. Hemstad
• Another Zone IV SMF Connection question-, Michael L. Hemstad
• RE: Quality of cast-in-place concrete construction, David L. Fisher
• Log Building Design Guides, Barry H. Welliver
• RE: Quality of cast-in-place concrete construction, Paul Crocker
• RE: Concrete on EPS, Kevin Below

Tue Mar 16 01:59:00 GMT 2004

• Re: Braced Frames, Part 1, Rick Burch
• Specifying Structural Plain Concrete, Jim Wilson
• Re: Quality of cast-in-place concrete construction, Paul Ransom
• birthday, Jorge R. Garone
• RE: Quality of cast-in-place concrete construction, Jake Watson
• Wind Exposure Along Atlantic Coast, Eric Tompos
• Quality of cast-in-place concrete construction, John P. Riley
• Specifying Structural Plain Concrete, Jim Wilson
• RE: Quality of cast-in-place concrete construction, Clifford Schwinger
• 1977 AASHTO, Troy Madlem
• Re: 1977 AASHTO, Shapton & Partners
• Re: Quality of cast-in-place concrete construction, Bill Mancini
• QC, Andrew Kester
• Off Topic: Best Places ... Or Maybe Not, Caldwell, Stan
• Re: Off Topic: Best Places ... Or Maybe Not, Domenic DeAngelo
• Re: Off Topic: Best Places ... Or Maybe Not, Ben Yousefi
• RE: Off Topic: Best Places ... Or Maybe Not, Dennis Wish
• Re: Off Topic: Best Places ... Or Maybe Not, Christopher Wright
• Question regarding offset shear walls, Catherine Pagni
• Off Topic: Best Places ... Or Maybe Not, Matthew Stuart
• RE: Off Topic: Best Places ... Or Maybe Not, Caldwell, Stan
• RE: Off Topic: Best Places ... Or Maybe Not, Caldwell, Stan

Wed Mar 17 01:15:51 GMT 2004

• Re: QC, Clifford Schwinger
• Re: Question regarding offset shear walls, Nels Roselund, SE
• Re: Off Topic: Best Places ... Or Maybe Not, Charley Hamilton
• Re: Quality of cast-in-place concrete construction, Paul Feather
• RE: Quality of cast-in-place concrete co, Roger Turk
• RE: Quality of cast-in-place concrete construction, Gary Hodgson & Associates
• Re: Off Topic: Best Places ... Or Maybe Not, Gary Hodgson & Associates
• Re: Question regarding offset shear walls, Gary Hodgson & Associates
• QC in concrete, Andrew Kester
• Re: Off Topic: Best Places ... Or Maybe Not, Seech Industries
• Re: Off Topic: Best Places ... Or Maybe Not, BCainse
• 3x TNG as a diaphragm?, Paul Crocker
• Re: Question regarding offset shear walls, Charley Hamilton
• RE: Quality of cast-in-place concrete co, Paul Crocker
• Anchor Bolts in CMU, Joe Grill
• RE: 3x TNG as a diaphragm?, Meyer, Albert
• RE: Quality of cast-in-place concrete construction, Huffman, Sharlie TRAN:EX
• RE: Quality of cast-in-place concrete construction, Huffman, Sharlie TRAN:EX
• RE: 3x TNG as a diaphragm?, Brian K. Smith
• RE: 3x TNG as a diaphragm?, Jason Emoto

Thu Mar 18 00:16:03 GMT 2004

• ASTM A706 and welded wire, Paul Feather
• Re: Question regarding offset shear walls, Nels Roselund, SE
• Re: Incoming Message, amanipula
• Re: ASTM A706 and welded wire, Scott Maxwell
• Subject: Precast 8" x 3" I-Beams and 12" x 6" Hollow-Core??, j1
• Re: ASTM A706 and welded wire, Jim Getaz
• Re: Off Topic: Best Places ... Or Maybe Not, Gary Hodgson & Associates
• Re: Question regarding offset shear walls, Gary Hodgson & Associates
• Re: Incoming Message, chuckuc
• Re: Off Topic: Best Places ... Or Maybe Not, Jake Watson
• Re: ASTM A706 and welded wire, Paul Feather
• Re: ASTM A706 and welded wire, Scott Maxwell
• Retaining Wall installation question, Dennis Wish
• Re: Retaining Wall installation question, Tarek Mokhtar
• RE: Retaining Wall installation question, Sprague, Harold O.
• Re: Retaining Wall installation question, chuck utzman
• Re: Retaining Wall installation question, M. David Finley, P.E.
• Re: Retaining Wall installation question, Jnapd
• RE: Retaining Wall installation question, Sprague, Harold O.
• Retaining wall installation question, HBAP
• Re: Retaining wall installation question, FSRahbar

Fri Mar 19 00:10:02 GMT 2004

• RE: Retaining wall installation question, Dennis Wish
• RE: Log Building Design Guides, Dennis Wish
• RE: Question regarding offset shear walls, Dennis Wish
• Re: Retaining Wall installation question, Gary Hodgson & Associates
• Concrete Textbook, GSKWY
• Foundation expansion jts in Saudia Arabria, John W. Ross
• RE: Log Building Design Guides, Barry H. Welliver
• Re: Retaining wall installation question, ECVAl3
• RE: Retaining wall installation question, Dennis Wish
• joist question, D. Woodham
• Re: joist question, Jeremy South
• Nailing calculations, Joe Grill
• Re: Nailing calculations, Nels Roselund, SE
• Re: Concrete Textbook, Mlcse
• Listserver Archive not Working, Markajohn
• RE: Nailing calculations, Joe Grill
• Re: Concrete Textbook, GSKWY
• RE: Nailing calculations, Roger Davis
• RE: Nailing calculations, Roger Turk

Sat Mar 20 00:09:26 GMT 2004

• Re: Nailing calculations, Nels Roselund, SE
• test, Gustavo Franco
• Last call for entries, Rbengrguy
• Re: Nailing calculations, Joseph Grill

Sun Mar 21 14:14:45 GMT 2004

• RE: Foundation expansion jts in Saudia Arabria, Syed Faiz

Mon Mar 22 15:17:02 GMT 2004

• Light Gage Metal Panel Shear Diaphragm Values, Jim
• RE: Light Gage Metal Panel Shear Diaphragm Values, Tom Skaggs
• Re: Light Gage Metal Panel Shear Diaphragm Values, Nels Roselund, SE
• shear studs in ACI 318-02, Elias Hahn
• RE: shear studs in ACI 318-02, Jason W. Kilgore
• AISC Specification, Jason W. Kilgore
• Re: AISC Specification, Davis Parsons
• RE: shear studs in ACI 318-02, Elias Hahn
• RE: Light Gage Metal Panel Shear Diaphragm Values, Tom Skaggs
• Re: AISC Specification, Christopher Wright
• Re: Light Gage Metal Panel Shear Diaphragm Values, struct
• RE: Pedestrian Bridge, Casey K. Hemmatyar

Tue Mar 23 13:28:44 GMT 2004

• WWF vs. Fiber Mesh, Mark L. Puccio
• RE: WWF vs. Fiber Mesh, Sprague, Harold O.
• RE: Light Gage Metal Panel Shear Diaphragm Values, Thor Matteson, SE
• RE: WWF vs. Fiber Mesh, Stuart, Matthew
• RE: WWF vs. Fiber Mesh, THunt
• Re: WWF vs. Fiber Mesh, Bill Polhemus
• FEMA US&R structures specialist training, Jeffrey Fertich
• Re: WWF vs. Fiber Mesh, GSKWY
• Expansion Soils, GSKWY
• ANSYS HELP: GIVE SUGGESIONS, Peter Inbaraj
• RE: WWF vs. Fiber Mesh, Scott Maxwell

Wed Mar 24 18:44:12 GMT 2004

• Need Engineer for Big Bear California Custom Home, Dennis Wish
• non-building structures requirements, Gale45man
• RE: WWF vs. Fiber Mesh, Sprague, Harold O.
• Re: Expansion Soils, Steve Thompson
• Re: Expansion Soils, Rand Holtham, P.E.
• Expansion of Aluminum over Brick, Jim Wilson
• Specifying Structural Plain Concrete, Michael L. Hemstad
• Metal Panel Design, Jim
• Re: Specifying Structural Plain Concrete, Jim Wilson
• Re: WWF vs. Fiber Mesh, Rand Holtham, P.E.
• RE: Specifying Structural Plain Concrete, Jason W. Kilgore
• fibers, Andrew Kester
• Re: Specifying Structural Plain Concrete, Scott Maxwell
• Pedestrian Bridge, Mo
• WWF vs Fiber Mesh, James Fulton
• Moment Frames, dc chung
• PEMB & Simple Building Diaphragm, richard lewis

Thu Mar 25 00:03:53 GMT 2004

• hollow core insulative properties, Elias Hahn
• Anchorage Alaska Employment Opportunities:, Schwan, Martin K.
• Surface Treatment of Pretensioned End-plate Connections, Gunnar Hafsteinn Isleifsson
• Story Drift Calculations, Dennis Wish
• RE: Story Drift Calculations, Jake Watson
• Re: Surface Treatment of Pretensioned End-plate Connections, Christopher Wright
• Re: fibers, GSKWY
• RE: PEMB & Simple Building Diaphragm, Adam Vakiener
• Concrete column too tall, Brian Hsi
• COM624, M. David Finley, P.E.
• Re: Concrete column too tall, Paul Blomberg
• Re: Concrete column too tall, Paul Blomberg
• Re: Concrete column too tall, Paul Blomberg
• Slab punching shear, Byron Benson
• RE: hollow core insulative properties, Sprague, Harold O.
• Re: WWF vs. Fiber Mesh, Rand Holtham, P.E.
• RE: Concrete column too tall, Kevin Below
• RE: Concrete column too tall, Eric Ober
• RE: PEMB & Simple Building Diaphragm, Andrew Kester
• RE: PEMB & Simple Building Diaphragm, Effland, Greg
• Re: fibers, THunt
• RE: COM624, Jason W. Kilgore
• RE: COM624, Sherman, William
• RE: PEMB & Simple Building Diaphragm, Sherman, William
• Re: COM624, Padmanabhan Rajendran
• RE: hollow core insulative properties, Scott Maxwell
• Re: WWF vs. Fiber Mesh, Scott Maxwell
• RE: Slab punching shear, Craig Leech
• Existing Foundation, Andy Richardson
• Slab edge plate thickness, Jim Wilson
• RE: Slab edge plate thickness, Eric Ober
• Q: Can you weld steel rebar to steel beam?, hadiprawira djohan
• Re: Existing Foundation, hadiprawira djohan
• RE: Can you weld steel rebar to steel beam?, Eric Ober
• RE: Existing Foundation, Jim Persing
• Re: Q: Can you weld steel rebar to steel beam?, THunt
• RE: Q: Can you weld steel rebar to steel beam?, Byron Benson
• RE: Q: Can you weld steel rebar to steel beam?, Sherman, William
• Re: Pedestrian Bridge, Casey K. Hemmatyar
• RE: COM624, Casey K. Hemmatyar
• RE: Q: Can you weld steel rebar to steel beam?, THunt
• Re: Q: Can you weld steel rebar to steel beam?, Christopher Wright
• RE: Surface Treatment of Pretensioned End-plate Connections, Gunnar Hafsteinn Isleifsson

Fri Mar 26 00:50:31 GMT 2004

• Re: Existing Foundation, Rick Burch
• Steel HP pile preferred material spec, Rick Burch
• Steel single plate shear connections, Rick Burch
• Re: Existing Foundation, Christopher Wright
• R/C Section Design program using nonliner strain-stress curves, YoonHo Nam, P.E.
• Re: R/C Section Design program using nonliner strain-stress curves, Suresh Acharya
• Re: R/C Section Design program using nonliner strain-stress curves, Gil Brock
• Repairing Post Tensioned Slab On Grade, MBREngineering
• [no subject], amanipula
• RE: Repairing Post Tensioned Slab On Grade, Stuart, Matthew
• Existing Foudation, Andy Richardson
• Mail Search Engine, Mike Zaitz
• Re: Mail Search Engine, Tripp Howard
• Re: Steel single plate shear connections, Jake Watson
• Repair of Post-Tensioned Slabs on Grade, j1
• Repair of Post-Tensioned Slabs on Grade, j1
• HSS/ existing CMU buildings, Andrew Kester
• Re: Repair of Post-Tensioned Slabs on Grade, GSKWY
• [no subject], SpragueHO
• Re: FEMA US&R structures specialist training, Walt Sawruk
• RE: WWF vs. Fiber Mesh, Thor Matteson, SE
• RE: WWF vs. Fiber Mesh, David Merrick
• High strength Square or Rectangular HSS availability, Ken Peoples
• test, Ken Peoples
• High strength Square or Rectangular HSS availability, Ken Peoples
• RE: non-building structures requirements, Sherman, William
• WWF vs. Fiber Mesh, John P. Riley
• WWF vs. Fiber Mesh, John P. Riley
• Re: WWF vs. Fiber Mesh, Rand Holtham, P.E.
• Re: WWF vs. Fiber Mesh et al., GSKWY
• Re: High strength Square or Rectangular HSS availability, Seth W. Cutler
• RE: WWF vs. Fiber Mesh, Roger Davis
• repairing post-tensioned slab on grade, Robert Freeman
• IBC Table 1604.5 - Category II - 300 people congregating?, Haan, Scott M.
• Re: IBC Table 1604.5 - Category II - 300 people congregating?, Ed . Haninger
• RE: IBC Table 1604.5 - Category II - 300 people congregating?, Jason W. Kilgore
• RE: IBC Table 1604.5 - Category II - 300 people congregating?, Haan, Scott M.
• Does AISC Seismic Section 11.2a apply to MBMA ordinary moment connections?, Haan, Scott M.
• Re: IBC Table 1604.5 - Category II - 300 people congregating?, Rand Holtham, P.E.
• RE: IBC Table 1604.5 - Category II - 300 people congregating?, Haan, Scott M.
• RE: IBC Table 1604.5 - Category II - 300 people congregating?, Casey K. Hemmatyar
• Re: IBC Table 1604.5 - Category II - 300 people congregating?, Rand Holtham, P.E.
• RE: non-building structures requirements, Sprague, Harold O.
• RE: PEMB & Simple Building Diaphragm, Haan, Scott M.
• Re: PEMB & Simple Building Diaphragm, richard lewis
• RE: PEMB & Simple Building Diaphragm, Haan, Scott M.

Sat Mar 27 01:18:53 GMT 2004

• Re: Steel single plate shear connections, Rick Burch
• IBC Table 1604.5 - Category II - 300 peo, Roger Turk
• Re: IBC Table 1604.5 - Category II - 300 peo, deepak sharma
• Re: Story Drift Calculations, deepak sharma
• Q: How to calculate SWL of lifting lugs?, Guntar Bandarsyah
• RE: R/C Section Design program using nonliner strain-stress curves, Majid Sarraf
• RE: Steel single plate shear connections, Roger Davis
• Re: Q: How to calculate SWL of lifting lugs?, Gary Hodgson & Associates
• Re: IBC Table 1604.5 - Category II - 300, Roger Turk

Sun Mar 28 00:27:18 GMT 2004

• Concrete Flat Work, Veronica Blangy
• IBC Table 1604.5 - Category II - 300 people congregating?, John P. Riley
• Updated version of Multi-Lat on Structuralist.Net, Dennis Wish

Mon Mar 29 01:06:48 GMT 2004

• Re: Slab punching shear, Clifford Schwinger
• Waffle Slabs, Eknrinc
• RE: Expansion Soils, Syed Faiz
• RE: Waffle Slabs, Stuart, Matthew
• Re: Slab punching shear, Gary Hodgson & Associates
• [no subject], 73527 . 1356
• Re: Slab punching shear, Bill Polhemus
• RE: Q: How to calculate SWL of lifting lugs?, Richard M. Beldyk, PE, CPEng
• Re: PEMB & Simple Building Diaphragm, Paul Ransom
• RE: Slab punching shear (fwd), Scott Maxwell
• FW: draft, Craig Leech
• Re: Mail Search Engine, Rand Holtham, P.E.
• Test, Stuart, Matthew
• Wisconsin engineer, Scott Maxwell
• RE: Wisconsin engineer, John C. Jones
• Re: Thank you!, amanipula
• SLIGHTLY OT: Price of "Used" Lumber, Bill Polhemus
• Steel prices, Hans E Boge
• RE: Steel prices, Carter, Charlie
• Re: Steel prices, THunt
• Re: Steel prices, Paul Feather
• Re: Steel prices - ENR, Neil Moore

Tue Mar 30 01:02:46 GMT 2004

• RE: Slab punching shear (fwd), Clifford Schwinger
• Re: Steel prices, Bz
• RE: Steel prices --> availability, Carter, Charlie
• RE:Slab Punching, Byron Benson
• Re: Slab Punching, GSKWY
• Re: repairing post-tensioned slab on grade, MBREngineering
• Re: Repairing Post Tensioned Slab On Grade, MBREngineering
• Re: repairing post-tensioned slab on grade, Gil Brock
• Questions regarding heavy-weight transportation, mehdi nasseri
• Control Joints, Andy Richardson
• RE: Control Joints, John C. Jones
• Re: Slab punching shear, Gary Hodgson & Associates
• Re: Steel prices, Gary Hodgson & Associates
• Re: Steel prices, M. David Finley, P.E.
• Re: Concrete Flat Work - Colored Concrete, GSKWY
• RE: Control Joints, Syed Faiz
• RE: Control Joints, Sprague, Harold O.
• Liability Issues, Design Data, and Inspection Techniques for Decks...., Frank Woeste
• Re: Questions regarding heavy-weight transportation, lleising
• RE: Steel prices, Sherman, William
• RE: Steel prices (resent in plain text), Sherman, William
• Re: Steel prices --> availability, Paul Feather
• Re: Steel prices, M. David Finley, P.E.
• Re: repairing post-tensioned slab on grade, GSKWY
• RE: Steel prices (resent in plain text), Melnick, Scott
• RE: Questions regarding heavy-weight transportation, Jason W. Kilgore
• RE: Steel prices --> availability, Carter, Charlie
• RE: Steel prices - ENR, Caldwell, Stan
• steel prices, Andrew Kester
• Re: Questions regarding heavy-weight transportation, lleising
• Re: SLIGHTLY OT: Price of "Used" Lumber, David Merrick
• Re: SLIGHTLY OT: Price of "Used" Lumber, Bruce Pooley
• Cracked concrete, Michael L. Hemstad
• Re: steel prices, mludvik
• Building Code in Flagstaff Arizona, RainCat1
• RE: steel prices, Carter, Charlie
• Fundamental Frequency Calculation, richard lewis
• RE: steel prices, Carter, Charlie
• RE: Building Code in Flagstaff Arizona, Caldwell, Stan
• RE: Building Code in Flagstaff Arizona, Jason W. Kilgore
• Re: Fundamental Frequency Calculation, Christopher Wright
• RE: steel prices, David L. Fisher
• Re: Building Code in Flagstaff Arizona, Paul Blomberg
• Cripple wall sheathing - need fast answer, Dennis Wish
• RE: steel prices, Caldwell, Stan
• RE: Cracked concrete, John Peterson
• RE: Applicable Building Code, Sherman, William
• RE: steel prices, THunt

Wed Mar 31 00:43:12 GMT 2004

• Re: steel prices and tariffs, GSKWY
• More steel prices and tariffs, GSKWY
• NDS Equation 3.3-6 (CL), Bill Allen
• Re: NDS Equation 3.3-6 (CL), Mark Pemberton
• Re: NDS Equation 3.3-6 (CL), Paul Feather
• AS3600, mc . upadhyay
• Re: AS3600, Gil Brock
• RE: BUEP painted surfaces, Bob Shaw
• RE: Cracked Concrete, leon kawidjaja
• Re: Fundamental Frequency Calculation, Javier Encinas
• Old Wood Allowable Stresses, Adam Vakiener
• Re: Fundamental Frequency Calculation, Padmanabhan Rajendran
• pole signs, Andrew Kester
• Re: Fundamental Frequency Calculation, Christopher Wright
• Cracked concrete, Michael L. Hemstad
• Re: Fundamental Frequency Calculation, M. David Finley, P.E.
• Re: Old Wood Allowable Stresses, Rand Holtham, P.E.
• Re: Cripple wall sheathing - need fast answer, Steve Privett
• Old Wood Allowable Stresses, Roger Turk
• Very Off Topic: Seattle, M. David Finley, P.E.
• Re: Fundamental Frequency Calculation, Daryl Richardson
• The Devil Is In The Details! - prof engr red lights!, Neil Moore

Thu Apr 01 00:20:20 GMT 2004

• allen bolts, Dan Morrow

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