SEAINT Mail Archive 2004 (Jan-Mar)
Civil and Structural Engineering discussions by date
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Messages: 1847
- 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
- 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
- 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
- Re: Misc Opinions, Paul Ransom
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- Codes/Associations, GSKWY
- RE: Codes/Associations, Carter, Charlie
- RE: Codes/Associations, Scott Maxwell
- Fwd: RE: Bam Iran Earthquake, Abolhassan Astaneh
- 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
- 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
- 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
- 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
- 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
- Re: IBC 2000 Seismic question, GSKWY
- Re: IBC 2000 Seismic question, Charley Hamilton
- Re: IBC 2000 Seismic question, Mark Gilligan
- 1998 CBC AISC, Eknrinc
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- Engineering Position Available, Jake Watson
- Shear Wall Panel at Gable End, Joseph Grill
- 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
- 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
- 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
- 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
- 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
- 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.
- RE: Flat plate punching shear question, Kevin Below
- connection joint of the concrete column and steel beam, xuan deng
- 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
- 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
- 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
- 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
- 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
- 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
- Re: Wind loading on architectural screen/mesh, Thor Tandy
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- (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
- 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
- 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
- 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
- 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
- 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
- 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
- Re: Nailing calculations, Nels Roselund, SE
- test, Gustavo Franco
- Last call for entries, Rbengrguy
- Re: Nailing calculations, Joseph Grill
- 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
- 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
- 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
- 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
- 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.
- 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
- 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
- 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
- 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
- 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
- allen bolts, Dan Morrow
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