SEAINT Mail Archive 2001 (Jan-Mar)
Civil and Structural Engineering discussions by date
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Thread] [Subject] [Author]
Custom Search
Messages: 2719
- RE: Can not send messages to seaint via AOL, Structuralist
- retrofitting of towers, arman s rivera
- SAP2000 Question, Wael Shabana
- Re: SAP2000 Question, camil canura
- Re: SAP2000 Question, Wael Shabana
- Re: curve steel beams, sscholl2
- Re: retrofitting of towers, Neil Moore
- RE: retrofitting of towers, Sprague, Harold O.
- RE: Concrete forms for Houses, Sprague, Harold O.
- ATTENTION! Infection discovered by Network Associates Mailbox Sca nner, sharonb
- Re: Ledger, Samir Ghosn
- Re: Design of Top Plates, Jason Kilgore
- German roofing material, Sprague, Harold O.
- Chords *not* in or tangent to diaphragm plane, Dave Adams
- Re: German roofing material, Ed . Haninger
- RE: German roofing material, Robert Rollo
- Wind and Seismic for Redding CA, Ken Peoples
- RE: Wind and Seismic for Redding CA, George Richards, P.E.
- RE: Wind and Seismic for Redding CA, Mark Pemberton
- Re: Wind and Seismic for Redding CA, Christopher Wright
- RE: Wind and Seismic for Redding CA, Sprague, Harold O.
- RE: Wind and Seismic for Redding CA, Lutz, James
- Re: Wind and Seismic for Redding CA, Peter Wuellner
- RE: Design of Top Plates, Structuralist
- RE: Wind and Seismic for Redding CA, Cain, William
- RE: Structural Observation, Becker, Rick
- Re: SAP2000 Question, Anzar
- Re: Wind and Seismic for Redding CA, kendeb
- Can states repeal building codes?, Structuralist
- RE: Wind and Seismic for Redding CA, Structuralist
- Finite Element Modeling, Matthew Stuart
- RE: Finite Element Modeling, Truckenbrod, Jason
- lag screw standard?, Ken Peoples
- RE: lag screw standard?, MKnight
- Can states repeal building codes?, Roger Turk
- Re: Finite Element Modeling, Edward Arrington
- Re: lag screw standard?, Nels Roselund
- RE: Wind and Seismic for Redding CA, Mark Pemberton
- Re: Wind and Seismic for Redding CA, Dan Goodrich
- RE: Wind and Seismic for Redding CA, Lutz, James
- Re: Finite Element Modeling, Clara P. Lau
- RE: Can states repeal building codes?, Structuralist
- [no subject], dennis pantazis
- RE: Wind uplift on a 3-Story wood structure from Dennis Pantazis, PE, Structuralist
- [no subject], Mark Pemberton
- Re:, Rick . Drake
- RE:, Lutz, James
- AISC Structural Shape Properties - ASCII file, Moore, Danny
- Re: Wind and Seismic for Redding CA, barry2
- Soil-Structure Interaction, Gunnar Hafsteinn Isleifsson
- Re: Wind and Seismic for Redding CA, kendeb
- RE: AISC Structural Shape Properties - ASCII file, Structuralist
- Soil-Structure Interaction, Mark Gilligan
- AISC Database in Excel Format, Structuralist
- monorail selection tables, Ken Peoples
- Soil-Structure Interaction, Wladimir Bassett
- RE: Finite Element Modeling, Carlton, Matt
- construction joint spacing for SOG, David Handy
- RE: construction joint spacing for SOG, Lutz, James
- construction joint spacing for SOG, desi . kiss
- RE: construction joint spacing for SOG, Sprague, Harold O.
- PLEASE READ THIS AND ACT!!!, Peter Wuellner
- RE: Registration for Structuralist, Structuralist
- RE: Soil-Structure Interaction, Sherman, William
- Re: construction joint spacing for SOG, James F Fulton
- RE: PLEASE READ THIS AND ACT!!!, Khosrownia, Ghassem SPK
- RE: PLEASE READ THIS AND ACT!!!, Francisco Diego
- Wide Flange Beam Analysis Spreadsheet Freeware, Structuralist
- RE: PLEASE READ THIS AND ACT!!!, David Fisher
- Re: Soil-Structure Interaction, Javier Encinas
- Re: Soil-Structure Interaction, Alden Manipula
- Anchor Bolt Embedment & Uplift Force, Mike Maurigi
- RE: Soil-Structure Interaction, Paul Crocker
- Happy New Year, Caldwell, Stan
- RE: Anchor Bolt Embedment & Uplift Force, Sprague, Harold O.
- RE: Anchor Bolt Embedment & Uplift Force, Wladimir Bassett
- RE: Anchor Bolt Embedment & Uplift Force, Alfonso S Quilala
- Re: Anchor Bolt Embedment & Uplift Force, Neil Moore
- RE: Wide Bridges - Longitudinal Joint, Fredericks, Douglas/SAC
- RE: construction joint spacing for SOG, victor lee
- Productivity Software Library - online, Structuralist
- Re: Soil-Structure Interaction, r nester
- RE: Soil-Structure Interaction, S. A. Masroor
- Re: Finite Element Modeling, Roger Turk
- RE: Soil-Structure Interaction, Paul Crocker
- Re: Happy New Year, a_more
- angles of friction, Kent LaRose
- RE: angles of friction, George Richards, P.E.
- Re: angles of friction, JCohen
- Fwd: Evaluation of Singapore as an Association Hub, Shafat Qazi
- AASHTO "Standard Specifications for Highway Bridges", Bill Polhemus
- Re: AASHTO "Standard Specifications for Highway Bridges", David Finley
- Copyright Infringement, Structuralist
- Re: Copyright Infringement, Gerard Madden
- RE: Copyright Infringement, Khosrownia, Ghassem SPK
- RE: Copyright Infringement, Alfonso S Quilala
- RE: Copyright Infringement, Lutz, James
- Removal of the AISC Database, Structuralist
- RE: Copyright Infringement, Speck, Todd M
- RE: Copyright Infringement, Roger Turk
- Re: angles of friction, Mike Anderson
- RE: Copyright Infringement, Paul Crocker
- FW: AISC Database in Excel Format, Structuralist
- Re: Removal of the AISC Database, Lynn
- Re: FW: AISC Database in Excel Format, Gerard Madden
- RE: Copyright Infringement, Structuralist
- RE: Copyright Infringement, Structuralist
- RE: Copyright Infringement, Charlie Carter
- RE: Copyright Infringement, Scott Maxwell
- RE: Removal of the AISC Database, Structuralist
- Re: [SE-Practice] Removal of the AISC Database, Scott Maxwell
- RE: Copyright Infringement, Scott Maxwell
- Re: Copyright Infringement, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- Re: Removal of the AISC Database, Bill Polhemus
- RE: Removal of the AISC Database, Scott Maxwell
- RE: Copyright Infringement, Structuralist
- RE: Copyright Infringement, Lutz, James
- Re: Copyright Infringement, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- Re: Removal of the AISC Database, Lynn H
- RE: Copyright Infringement, Roger Turk
- Copyright Holder AISC Shape Properties, Roger Turk
- RE: Removal of the AISC Database, Christopher Wright
- Re: Removal of the AISC Database, a_more
- Re: Copyright Infringement, Greg Smith
- RE: Copyright Infringement, Charlie Carter
- RE: Removal of the AISC Database, Mark Gilligan
- Re: Copyright Infringement, Greg Smith
- RE: Copyright Infringement, Scott Maxwell
- RE: Copyright ... Response to Todd Speck, Structuralist
- RE: Copyright Infringement, Structuralist
- RE: Removal of the AISC Database, Structuralist
- RE: Removal of the AISC Database, Structuralist
- Re: Copyright ... Response to Todd Speck, Swedenuff
- Re: Removal of the AISC Database, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- Re: Removal of the AISC Database, Christopher Wright
- AISC - Consideration of Listservice Comments, Structuralist
- FW: Building and Structure Collapses - Principles of Investigation and Reporting, Structuralist
- snow load, D.A.
- HP Calculator Programming, Feet and Inch Decimal Conversion, Speck, Todd M
- RE: HP Calculator Programming, Feet and Inch Decimal Conversion, Structuralist
- Re: snow load, Domenic DeAngelo
- Re: Copyright Infringement, Scott Maxwell
- Re: Copyright Infringement, Roger Turk
- Long cracks in top slab, Calvin Chang
- Re: Long cracks in top slab, Javier Encinas
- Re: Long cracks in top slab, Hasan Hindawi
- Re: Long cracks in top slab, Calvin Chang
- Re: Long cracks in top slab, Calvin Chang
- Re: AASHTO "Standard Specifications for Highway Bridges", Peter McCormack
- Re: Copyright Infringement, S. A. Masroor
- RE: snow load, Charles Espenlaub
- re/ AISC - Consideration of Listservice Comments, Rick . Drake
- state-by-state licensure requirements, Charlie Carter
- Re: Long cracks in top slab, Shashi Bhakta
- RE: state-by-state licensure requirements, Matthew Stuart
- Re: Copyright Infringement, Bill Polhemus
- Re: state-by-state licensure requirements, Scott Maxwell
- Re: Copyright Infringement, Scott Maxwell
- Re: state-by-state licensure requirements, Drew A. Norman, SE
- RE: state-by-state licensure requirements, Charlie Carter
- Re: state-by-state licensure requirements, Drew A. Norman, SE
- RE: Copyright Infringement, Robert Shaffer
- RE: Long cracks in top slab, Nicholas Blackburn
- Design Wind Speed - Bahamas, W. Gray Hodge
- Tin Pan Joists, David Handy
- RE: construction joint spacing for SOG, Stanley_P_Johnson
- RE: state-by-state licensure requirements, David I. Ruby, P.E.
- RE: Long cracks in top slab, Sprague, Harold O.
- Re: Long cracks in top slab, Gil Brock
- RE: Tin Pan Joists, Paul Crocker
- Reverse Camber (was: RE: Long cracks in, Roger Turk
- RE: construction joint spacing for SOG, Roger Turk
- Private discussions, Structuralist
- Public Service Announcements, Structuralist
- New Professional Events Bulletin Board, Structuralist
- Painting on fireproofed steel, Soojin Hur
- Re: Tin Pan Joists, Rick Burch
- RE: state-by-state licensure requirements - online state municipal code listings, Structuralist
- Re: Tin Pan Joists, Davis Parsons
- Re: Copyright Infringement, Bill Polhemus
- RE: Copyright Infringement, Structuralist
- RE: Painting on fireproofed steel, Mark Gilligan
- Re: Long cracks in top slab, Calvin Chang
- Re: Copyright Infringement, S. A. Masroor
- Re: HP Calculator Programming, Feet and Inch Decimal Conversion, Alex Nacionales
- Re: state-by-state licensure requirements, Randy Russ
- Public Service Announcements, benjamin . baer
- RE: HP Calculator Programming, Feet and Inch Decimal Conversion, Ron Hill
- RE: Public Service Announcements, Charlie Carter
- RE: HP Calculator Programming, Feet and, Roger Turk
- RE: HP Calculator Programming, Feet and, Gerard Madden
- Shape properties: AISC or individual shape producers?, Charlie Carter
- Painting on fireproofed steel, Tom . Hunt
- RE: Shape properties: AISC or individual shape producers?, Structuralist
- RE: Copyright Infringement, Robert Shaffer
- SOFTWARE SEARCH, Francisco Diego
- Humor, Daneil Zachary
- Re: Copyright Infringement, Bill Polhemus
- test (delete please), cfh
- Re: SOFTWARE SEARCH, Bill Polhemus
- TEST (Please Delete), R. E. Kroll
- re: snow load, Swingle, Mark
- RE: Reverse Camber (was: RE: Long cracks in, Sprague, Harold O.
- Bridge Design Text Books, Speck, Todd M
- RE: Copyright Infringement, Scott Maxwell
- RE: Reverse Camber (was: RE: Long cracks in, Gil Brock
- RE: Reverse Camber (was: RE: Long cracks in, Paul Crocker
- RE: Reverse Camber (was: RE: Long cracks in, Sprague, Harold O.
- RE: Reverse Camber (was: RE: Long cracks, Roger Turk
- Base metal strength reduction -- through-thick stress column flange., Sam Chang
- Rotate the Major/Minor Axis--FastFrame, Sam Chang
- RE: Rotate the Major/Minor Axis--FastFrame, dadie
- RE: Base metal strength reduction -- through-thick stress column flange., Bob Shaw
- Vapor Barriers for Wood, Glyn Boone
- Rigid Diaph. Analysis, Larry Hauer
- Galvanized faying surface, BILL PULYER
- Re: Bridge Design Text Books, Kipp . A . Martin
- Re: Rigid Diaph. Analysis, Dan Goodrich
- RE: Galvanized faying surface, Charlie Carter
- Old pan joist system, John Riley
- RE: Vapor Barriers for Wood, Albert Meyer
- RE: Old pan joist system, Panos Trochalakis
- RE: AISC database, Structuralist
- RE: Rigid Diaph. Analysis, Structuralist
- RE: Copyright Infringement, Sherman, William
- Re: Bridge Design Text Books, Bill Polhemus
- RE: Vapor Barriers for Wood, Roger Turk
- RE: Vapor Barriers for Wood, Scott, William N.
- Re: HP Calculator Programming, Feet and Inch Decimal Conversion, John MacLean
- RE: Vapor Barriers for Wood, Sherman, William
- RE: Copyright Infringement, Matthew Stuart
- Old pan joist system, Roger Turk
- RE: Copyright Infringement, Structuralist
- OSHA application?, Sherman, William
- Re: Rigid Diaph. Analysis, Scott Maxwell
- Re: Copyright Infringement, Bill Polhemus
- Re: Copyright Infringement, David Finley
- Post Tension Deep Beam, Wael Shabana
- RE: OSHA application?, Rogers, Robert
- Military Aircraft CAD Files, jwhitty
- Concrete Compression Tests, Lutz, James
- RE: Military Aircraft CAD Files, David Fisher
- RE: Military Aircraft CAD Files, Jones, Mark A (Battle Creek)
- Re[2]: Long cracks in top slab, James F Fulton
- Re: Concrete Compression Tests, Michael Bryson
- Re: Copyright Infringement, Bill Polhemus
- ANSI A58.1-1972, Monty Hart
- ANSI A58.1-1972, Monty Hart
- Re: ANSI A58.1-1972, Paul Feather
- Re: Copyright Infringement, Davis Parsons
- Re: SOFTWARE SEARCH, James Hannah
- RE: Concrete Compression Tests, Boh Jaw Woei
- ANSI A58.1-1972, Roger Turk
- Re: Removal of the AISC Database, Bill Polhemus
- Re: Copyright Infringement, Bill Polhemus
- RE: Concrete Compression Tests, Rogers, Robert
- HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- Re: Anchor Bolt Embedment & Uplift Force, Mike Maurigi
- RE: Anchor Bolt Embedment & Uplift Force, Jim Sherman
- RE: Anchor Bolt Embedment & Uplift Force, Jones, Mark A (Battle Creek)
- RE: Anchor Bolt Embedment & Uplift Force, David I. Ruby, P.E.
- Machine foundations -ecc of unbalanced mass, nattamai mohanram
- RE: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), David I. Ruby, P.E.
- Bar Joists, Michael Zaitz
- Value of Av and Aa - Coffey county, TN, nattamai mohanram
- RE: Concrete Compression Tests, Sherman, William
- RE: OSHA application?, Sherman, William
- Re[2]: Reverse Camber (was: RE: Long cracks in, James F Fulton
- RE: Post Tension Deep Beam, Nicholas Blackburn
- Re: Rigid Diaph. Analysis, Martin W. Johnson
- RE: Value of Av and Aa - Coffey county, TN, Charles Espenlaub
- RE: Bar Joists, Charles Espenlaub
- RE: Bar Joists, Roger Davis
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- Re: Anchor Bolt Embedment & Uplift Force, Bill Polhemus
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Dan Goodrich
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Lanny J. Flynn
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Scott Maxwell
- Re: Bar Joists, Michael Zaitz
- Bar Joists, Roger Turk
- RE: Bar Joists, Roger Davis
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- RE: Bar Joists, Charles Espenlaub
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Lanny J. Flynn
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Scott Maxwell
- RE: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringe ment), Charlie Carter
- RetainPro printing problem, Ken Peoples
- Re: Humor, Bill Polhemus
- RE: Value of Av and Aa - Coffey county, TN, Mike Valley
- RE: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringe ment), Paul Crocker
- Re: Bar Joists, Alden Manipula
- Re: Bar Joists, Davis Parsons
- RE: RetainPro printing problem, Nicholas Blackburn
- RetainPro printing problem, D.A.
- Re: RetainPro printing problem, D.A.
- Re: RetainPro printing problem, barry2
- RE: Military Aircraft CAD Files, Yousefi, Ben
- RE: Copyright Infringement, Structuralist
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Davis Parsons
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringe ment), Bill Polhemus
- Re: Military Aircraft CAD Files, Domenic DeAngelo
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- Re: Military Aircraft CAD Files, Bill Polhemus
- Question on wood Roof Trusses, Hyndman, Keith
- Re: Question on wood Roof Trusses, Eric Ober
- RE: Question on wood Roof Trusses, Roger Davis
- Re: Copyright Infringement, JCohen
- Re: Question on wood Roof Trusses, Neil Moore
- RE: Military Aircraft CAD Files, Yousefi, Ben
- Question on wood Roof Trusses, Roger Turk
- RE: Question on wood Roof Trusses, George Richards, P.E.
- Re: Question on wood Roof Trusses, Roger Turk
- Re: Question on wood Roof Trusses, Neil Moore
- Re: Humor, Dan Zach
- Re: Humor, Bill Polhemus
- RE: Question on wood Roof Trusses, George Richards, P.E.
- RE: Question on wood Roof Trusses, Structuralist
- RE: Question on wood Roof Trusses, Structuralist
- Re: Copyright Infringement, Scott Maxwell
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Scott Maxwell
- RE: Question on wood Roof Trusses, Structuralist
- Re: Copyright Infringement, JCohen
- Suggestions for Engineering Database?, Dave Hunt
- RE: Question on wood Roof Trusses, Neil Moore
- RE: Question on wood Roof Trusses, Albert Meyer
- RE: Question on wood Roof Trusses, Neil Moore
- RE: Question on wood Roof Trusses, George Richards, P.E.
- Re: Suggestions for Engineering Database?, Alden Manipula
- Re: Question on wood Roof Trusses, edjonson
- RE: Suggestions for Engineering Database?, Structuralist
- RE: Question on wood Roof Trusses, Structuralist
- Re: Suggestions for Engineering Database?, barry2
- RE: Suggestions for Engineering Database?, Dinmore, Gary
- Re: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringement), Bill Polhemus
- Re: Copyright Infringement, Sam Chang
- The cost of doing business (WAS HSS vs. TS Properties For Design (AKA: Re: Copyright Infringement)), Structuralist
- HP Printer, T. Eric Gillham PE
- SAP2000 to ANSYS conversion(shell elements), Anzar
- RE: Question on wood Roof Trusses, Roger Turk
- RE: Question on wood Roof Trusses, Roger Turk
- Re: HSS vs. TS Properties For Design (WA, Roger Turk
- Re: Question on wood Roof Trusses, Roger Turk
- Re: HSS vs. TS Properties For Design (WA, Bill Polhemus
- RE: Question on wood Roof Trusses, George Richards, P.E.
- Re: HSS vs. TS Properties For Design (WA, Roger Turk
- RE: Question on wood Roof Trusses, Structuralist
- RE: HSS vs. TS Properties For Design (WA, Structuralist
- RE: Question on wood Roof Trusses, George Richards, P.E.
- Re: Copyright Infringement, Scott Maxwell
- RE: HSS vs. TS Properties For Design (WA, Roger Turk
- Re: Question on wood Roof Trusses, sscholl2
- RE: HSS vs. TS Properties For Design (WA, Structuralist
- RE: Question on wood Roof Trusses, Structuralist
- RE: Question on wood Roof Trusses, Structuralist
- Masonry, equivalent solid thickness, sharonb
- RE: Masonry, equivalent solid thickness, Charles Espenlaub
- Shape properties: AISC or individual shape producers?, Mark Gilligan
- RE: Masonry, equivalent solid thickness, sharonb
- RE: Suggestions for Engineering Database?, Chic Gilligan
- Re: Shape properties: AISC or individual shape producers?, Bill Polhemus
- RE: Masonry, equivalent solid thickness, Charles Espenlaub
- Looking for Gaylord and Gaylord Bins book, Ken Peoples
- RE: Masonry, equivalent solid thickness, Roger Davis
- RE: Looking for Gaylord and Gaylord Bins book, Moore, Danny
- SEAOSC January O.C. Dinner Mtg, David Pomerleau
- RE: Question on wood Roof Trusses, Structuralist
- Private Responses, Structuralist
- Building code for Oakland, CA, Hakim, Ali
- RE: Concrete Compression Tests, Silva John (sj)
- QUERY: Wind Load Effects For Small Building Set-Back (ASCE 7-98), Bill Polhemus
- RE: Building code for Oakland, CA, Nicholas Blackburn
- RE: Question on wood Roof Trusses, Brad S. Cameron
- RE: Question on wood Roof Trusses, Hakim, Ali
- RE: Question on wood Roof Trusses, Peter McCormack
- RE: Question on wood Roof Trusses, Roger Turk
- Antenna Mounting Systems, Angie
- Re: Antenna Mounting Systems, JCohen
- RE: Antenna Mounting Systems, MKnight
- RE: Antenna Mounting Systems, Panos Trochalakis
- RE: Masonry, equivalent solid thickness, Jason Emoto
- RE: Antenna Mounting Systems, Hakim, Ali
- RE: Building code for Oakland, CA, Cain, William
- Structural Stud/Joist Designations, Bill Polhemus
- RE: Structural Stud/Joist Designations, croper
- RE: Structural Stud/Joist Designations, Roland Bokma
- RE: Question on wood Roof Trusses, Tarek
- Re: Structural Stud/Joist Designations, Michael Zaitz
- RE: Structural Stud/Joist Designations, Troy Madlem
- RE: Structural Stud/Joist Designations, Adair, Joel
- RE: Structural Stud/Joist Designations, George Richards, P.E.
- RE: Structural Stud/Joist Designations, Roger Davis
- RE: Question on wood Roof Trusses, Neil Moore
- RE: Question on wood Roof Trusses, Tarek
- RE: Structural Stud/Joist Designations, Alfonso S Quilala
- Online course providers for structural engineers, Overton Green
- Re: Question on wood Roof Trusses, Dan Goodrich
- RE: Question on wood Roof Trusses, Neil Moore
- Re: Question on wood Roof Trusses, Monty Hart
- Re: Structural Stud/Joist Designations, Bill Polhemus
- RE: Structural Stud/Joist Designations, George Richards, P.E.
- Re: Question on wood Roof Trusses, Bill Polhemus
- Re: Question on wood Roof Trusses, Samir Ghosn
- RE: Question on wood Roof Trusses, Roger Turk
- Re: Question on wood Roof Trusses, h . d . richardson
- RE: Question on wood Roof Trusses, George Richards, P.E.
- Re: Question on wood Roof Trusses, Rick Burch
- Strength of Non-Compact HSS, Jones, Mark A (Battle Creek)
- Light Gage Steel Framing: The Obvious Next Question, Bill Polhemus
- Re: Question on wood Roof Trusses, Roger Turk
- RE: Light Gage Steel Framing: The Obvious Next Question, George Richards, P.E.
- Re: Light Gage Steel Framing: The Obvious Next Question, Bill Polhemus
- RE: Question on wood Roof Trusses, Neil Moore
- Re: Question on wood Roof Trusses, Monty Hart
- RE: Light Gage Steel Framing: The Obvious Next Question, George Richards, P.E.
- Re: Light Gage Steel Framing: The Obvious Next Question, Bill Polhemus
- RE: Question on wood Roof Trusses, Creviston, Jonathon
- Re: Strength of Non-Compact HSS, Rick . Drake
- Oversizing Base Plate Holes, James F Fulton
- Snow drift loads on adjacent sloped roofs, Hyndman, Keith
- RE: Oversizing Base Plate Holes, Steve Bigham
- RE: Question on wood Roof Trusses, Roger Turk
- RE: Light Gage Steel Framing: The Obvious Next Question, Effland, Greg
- Re: Strength of Non-Compact HSS, Davis Parsons
- Re: Light Gage Steel Framing: The Obvious Next Question, Nels Roselund
- RE: Oversizing Base Plate Holes, Brian K. Smith
- Re: Strength of Non-Compact HSS, Bill Polhemus
- EOR, Luis Zapata
- Vapor Transmission and Reinforcing Corrosion, Pat Ebner
- RE: Light Gage Steel Framing: The Obvious Next Question, George Richards, P.E.
- Thermal stress in a composite construction, Mehdi M. Khabbazan
- RE: EOR, George Richards, P.E.
- Re: EOR, Bill Polhemus
- RE: Strength of Non-Compact HSS, Rogers, Robert
- Re: EOR, h . d . richardson
- Re: EOR, Samir Ghosn
- RE: Vapor Transmission and Reinforcing Corrosion, Speck, Todd M
- Design Guidance For Diagonal Embedded Anchors, Canitz, Charles F NAB02
- RE: Vapor Transmission and Reinforcing Corrosion, Speck, Todd M
- Re: 1951 Steel Roof Trusses, Jeff Williams
- gabion wall design, Ken Peoples
- Re: EOR, Paul Feather
- Re: Design Guidance For Diagonal Embedded Anchors, Bill Polhemus
- RE: Design Guidance For Diagonal Embedded Anchors, Nicholas Blackburn
- Re: 1951 Steel Roof Trusses, Dan Goodrich
- Re: 1951 Steel Roof Trusses, Jeff Williams
- RE: gabion wall design, Pat Symons
- Seismic Design Manual, Volume 3, Casano, Karen
- RE: EOR, Caldwell, Stan
- Re: 1951 Steel Roof Trusses, Roger Turk
- email site, RGRAYAIA
- Re: Seismic Design Manual, Volume 3, Gerard Madden
- RE: Question on wood Roof Trusses, Structuralist
- RE: [AEC-Residential] QUERY: Wind Load Effects For Small Building Set-Back (ASCE 7-98), Structuralist
- Re: 1951 Steel Roof Trusses, Davis Parsons
- Obtaining Near Source Values, Structuralist
- Re: email site, Monty Hart
- email site, Roger Turk
- Affordable Healthcare Coverage, Structuralist
- RE: 1951 Steel Roof Trusses, Jeff Williams
- RE: 1951 Steel Roof Trusses, Jeff Williams
- Nigerian Scam, Greg Smith
- Slab on Grade Floor Joints, John MacLean
- Re: Nigerian Scam, a_more
- Re: Nigerian Scam, Dan Zach
- Response to Brad Cameron - and Software discussion, Structuralist
- Re: Nigerian Scam, Christopher Wright
- Seismic Risk, Laurence B. Oeth
- Re: Nigerian Scam, Nels Roselund
- Snow Load Factors - ASCE vs ACI, frp2000
- Re: SEAOSC January O.C. Dinner Mtg, frp2000
- Re: Seismic Design Manual, Volume 3, Laurence B. Oeth
- RE: gabion wall design, Lutz, James
- 1951 Steel Trusses, Eric Ober
- Re: SEAOSC January O.C. Dinner Mtg, Peter McCormack
- Re: Snow Load Factors - ASCE vs ACI, Eric Ober
- RE: Affordable Healthcare Coverage, Jones, Mark A (Battle Creek)
- Re: Snow Load Factors - ASCE vs ACI, Bill Polhemus
- RE: Snow Load Factors - ASCE vs ACI, Jones, Mark A (Battle Creek)
- Re: 10% - 50 year motion, Ron O. Hamburger
- asce - wind, dadie
- RE: Slab on Grade Floor Joints, dcarroll
- Re: Slab on Grade Floor Joints, Pat Ebner
- steel bracing, burak sari
- Re: Seismic Risk, Barry Welliver
- Seismic Design Manual, Volume 3, Martin W. Johnson
- RE: SEAOSC January O.C. Dinner Mtg, dcarroll
- Re: 1951 Steel Roof Trusses, Davis Parsons
- Re: Affordable Healthcare Coverage, Structuralist
- Re: Affordable Healthcare Coverage, Roger Turk
- QUERY: How Would You Model This?, Bill Polhemus
- Seismic Design of Steel Stairs, Michael Bryson
- RE: QUERY: How Would You Model This?, Charles Espenlaub
- Re: QUERY: How Would You Model This?, Bill Polhemus
- Re: Nigerian Scam, NWB
- Re: 10% - 50 year motion, Rlfong
- Re: ""Is there any option to print the directory structure""??, ery fauzi
- RE: ""Is there any option to print the directory structure""??, Mark Mercer
- Post Tensioned Steel Structure (1200' span), Dave M. Martin
- RE: Nigerian Scam, Ron Hill
- Re: 10% - 50 year motion, Roger Turk
- RE: QUERY: How Would You Model This?, Brian K. Smith
- Multipurpose flooring, H Boge
- Re: Nigerian Scam, Greg Smith
- Re: QUERY: How Would You Model This?, Bill Polhemus
- Re: Affordable Healthcare Coverage, Larry Hauer
- RE: Affordable Healthcare Coverage, Effland, Greg
- Re: Affordable Healthcare Coverage, JCohen
- Obtaining Near Source Seismic Factors - UBC 97, Effland, Greg
- Re: Multipurpose flooring, Laurence B. Oeth
- Old steel section properties, Alden Manipula
- Re: Multipurpose flooring, Dan Goodrich
- HP Plotter for Sale, Blomberg, Paul
- RE: Obtaining Near Source Seismic Factors - UBC 97, Nicholas Blackburn
- RE: Old steel section properties, Dave Nuttall
- Old steel section properties, Roger Turk
- RE: Old steel section properties, Dave Adams
- Bolt Tightening, Ron Hill
- Re: Old steel section properties, Alden Manipula
- Re: Old steel section properties, Neil Moore
- Allowable design values for ASTM325 bolts, Hakim, Ali
- RE: Bolt Tightening, Charlie Carter
- RE: Allowable design values for ASTM325 bolts, Daley, John
- RE: Allowable design values for ASTM325 bolts, Charlie Carter
- Re: Allowable design values for ASTM325 bolts, James F Fulton
- RE: Affordable Healthcare Coverage, Structuralist
- RE: Affordable Healthcare Coverage, Structuralist
- RE: Obtaining Near Source Seismic Factors - UBC 97, Structuralist
- RE: Nigerian Scam, Structuralist
- Bearing Strength at Bolt Holes, James F Fulton
- Re: Affordable Healthcare Coverage, Mark D. Anderson PE
- RE: Bolt Tightening, Christopher Wright
- RE: Bolt Tightening, Rogers, Robert
- Re: Seismic Design of Steel Stairs, John MacLean
- Re: Allowable design values for ASTM325 bolts, Christopher Wright
- RE: Bearing Strength at Bolt Holes, Charlie Carter
- Re: Bolt Tightening, c2
- Re: Post Tensioned Steel Structure (1200' span), h . d . richardson
- Bearing Strength at Bolt Holes, Roger Turk
- RE: Affordable Healthcare Coverage, Structuralist
- Re: Affordable Healthcare Coverage, Randy Vogelgesang
- Re: EOR, S. A. Masroor
- RE: EOR, Structuralist
- HEAVY MACHINERY FOUNDATION, victor lee
- Re: Strength of Non-Compact HSS, M Hariharan/engg
- RE: EOR, Mark Gilligan
- RE: ""Is there any option to print the directory structure""??, Peeran S
- Re: Strength of Non-Compact HSS, Bill Polhemus
- Re: HEAVY MACHINERY FOUNDATION, h . d . richardson
- RE: EOR, Structuralist
- Fw: Re: HEAVY MACHINERY FOUNDATION, desi j kiss
- Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Sam Chang
- REF: HEAVY MACHINERY FOUNDATION, victor lee
- RE: Affordable Healthcare Coverage, Scott Maxwell
- Re: Snow Load Factors - ASCE vs ACI, Scott Maxwell
- Re: Question on wood Roof Trusses, Scott Maxwell
- Re: HEAVY MACHINERY FOUNDATION, Wael Shabana
- Re: STAADIII - BUG IN PROGRAM, hinkle j pinkle
- Re: STAADIII - BUG IN PROGRAM, Gary Harris
- Heavy Machinery Foundation, victor lee
- Re: STAADIII - BUG IN PROGRAM, Bill Polhemus
- Re: STAADIII - BUG IN PROGRAM, Bill Polhemus
- REF: HEAVY MACHINERY FOUNDATION, Tom . Hunt
- Re: Heavy Machinery Foundation, Wael Shabana
- Re: REF: HEAVY MACHINERY FOUNDATION, Bill Polhemus
- Re: HP Plotter for Sale, Ross Johnson
- AEC-Residential and SE-Practice List Server Problems, Structuralist
- RE: Bolt Tightening, Rogers, Robert
- Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Peter McCormack
- RE: HEAVY MACHINERY FOUNDATION, Armijo, John J (PWCSD 184)
- RE: HP Plotter for Sale, Blomberg, Paul
- RE: STAADIII - BUG IN PROGRAM, Khosrownia, Ghassem SPK
- RE: Out of Office AutoReply: STAADIII - BUG IN PROGRAM, Khosrownia, Ghassem SPK
- RE: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Structuralist
- Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, merrick group
- Re: REF: HEAVY MACHINERY FOUNDATION, Evan Jorgensen
- Standard Form of Agreement, Ken Peoples
- Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Peter McCormack
- RE: REF: HEAVY MACHINERY FOUNDATION, Ed Greig
- RE: Standard Form of Agreement, Paul Crocker
- Re: REF: HEAVY MACHINERY FOUNDATION, Bill Polhemus
- Re: Bolt Tightening, c2
- Structural Slab on Grade, Hicklin, Ray
- RE: EOR, Todd Hill
- RE: EOR, Structuralist
- Re: EOR, c2
- Building Research Advisory Board, doug . parker
- Re: Structural Slab on Grade, H Boge
- RE: Building Research Advisory Board, George Richards, P.E.
- RE: EOR (Hyatt), Dave Adams
- RE: Bolt Tightening, Rogers, Robert
- RE: EOR (Hyatt), Brian McDonald
- RE: EOR (Hyatt), David Fisher
- RE: Building Research Advisory Board, Brian McDonald
- RE: EOR (Hyatt), Adair, Joel
- Re: Post Tensioned Steel Structure (1200' span), Juan C. Gray
- Re: Standard Form of Agreement, Nels Roselund
- Re: Standard Form of Agreement, Drew A. Norman, SE
- NOTICE: AEC-RESIDENTIAL, IESUG, SE-PRACTICE, SE-MARKETING, STRUCTX MAILING LISTS, Bill Polhemus
- RE: Structural Slab on Grade, Nicholas Blackburn
- RE: EOR (Hyatt), Christopher Wright
- use of design software, Tomás Matta
- Re: REF: HEAVY MACHINERY FOUNDATION, victor lee
- Re: REF: HEAVY MACHINERY FOUNDATION, victor lee
- Re: EOR (Hyatt), Rick Burch
- Re: REF: HEAVY MACHINERY FOUNDATION, Bill Polhemus
- Re: REF: HEAVY MACHINERY FOUNDATION, Bill Polhemus
- Re: Standard Form of Agreement, Nels Roselund
- RE: EOR (Hyatt), Dave Adams
- Structural Slab on Grade, Mark Gilligan
- Steel BQ on ACAD, namvy
- Re: Steel BQ on ACAD, Bill Polhemus
- QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Bill Polhemus
- (Fwd) Footing tool, Peter McCormack
- Re: Structural Slab on Grade, David Handy
- QUERY: What Are The Practical Benefits o, Roger Turk
- International Cement Magazine, Ken Peoples
- RE: EOR (Hyatt), Adolfo Galvez
- RE: EOR (Hyatt), leyendecker
- RE: EOR (Hyatt), Adair, Joel
- RE: EOR (Hyatt), Garner, Robert /SD
- Re: EOR (Hyatt), h . d . richardson
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Nels Roselund
- Re: REF: HEAVY MACHINERY FOUNDATION, Tom . Hunt
- Re: Bolt Tightening, Evan Jorgensen
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Barry Welliver
- Re: Steel BQ on ACAD, namvy
- RE: Steel BQ on ACAD, Structuralist
- RE: (Fwd) Footing tool, Roger Davis
- Re: REF: HEAVY MACHINERY FOUNDATION, Evan Jorgensen
- RE: EOR (Hyatt), Christopher Wright
- flex. diaph shear distrib. excel spread sht. formulas, David Merrick
- space frame manufacturers, Dave Evans
- RE: space frame manufacturers, Robert Rollo
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Scott Maxwell
- RE: space frame manufacturers, Armijo, John J (PWCSD 184)
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- RE: flex. diaph shear distrib. excel spread sht. formulas, Structuralist
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Shafat Qazi
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.x x."?, Caldwell, Stan
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Bill Polhemus
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Bill Polhemus
- Re: (Fwd) Footing tool, Monty Hart
- EQ forces- Retaining Wall, Lakhani, Sid
- Load Combination- 97UBC, Lakhani, Sid
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Scott Maxwell
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Scott Maxwell
- Wood shear wall values still reduced to 0.75 of UBC table values?, Mattesons
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- RE: flex. diaph shear distrib. excel spread sht. formulas, Structuralist
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Scott Maxwell
- Re: Wood shear wall values still reduced to 0.75 of UBC table values?, Larry Hauer
- Re: EQ forces- Retaining Wall, omar issa
- Re: Wood shear wall values still reduced to 0.75 of UBC table values?, Steve Privett
- Lolly Columns, Matthew Stuart
- Re: space frame manufacturers, Evan Jorgensen
- RE: Wood shear wall values still reduced to 0.75 of UBC table val ues?, George Richards, P.E.
- RE: EQ forces- Retaining Wall, Lutz, James
- Re: Lolly Columns, Jason Emoto
- RE: Lolly Columns, Matthew Stuart
- Re: Lolly Columns, Brian Miller
- RE: Lolly Columns, Scott Maxwell
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- Re[2]: Lolly Columns, James F Fulton
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Scott Maxwell
- RE: Re[2]: Lolly Columns, David Fisher
- Re: Re[2]: Lolly Columns, Dan Goodrich
- RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Structuralist
- re: ASTM - MANDREL TEST, Pat Symons
- Re: QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, sscholl2
- New USGS San Francisco Bay Region Maps, Gil Davis
- RE: Bolt Tightening, Heath Mitchell
- existing soft story, Mark D. Baker
- RE: existing soft story, Structuralist
- RE: existing soft story, sharonb
- Temporary shoring, Armijo, John J (PWCSD 184)
- Re: Lolly Columns, John MacLean
- Mezzanines, Fariborz Tehrani
- Re: Mezzanines, JoeBlud
- RE: Mezzanines, Structuralist
- Merrick's Spreadsheet Download, Structuralist
- Pressure grouting, Paul Feather
- Re: Merrick's Spreadsheet Download, Sam Chang
- RE: Merrick's Spreadsheet Download, Structuralist
- Re: existing soft story, sscholl2
- [no subject], rauf akbaba
- [no subject], rauf akbaba
- [no subject], rauf akbaba
- [no subject], rauf akbaba
- Width/Thickness Ratios, Dan Goodrich
- Re: Design of Top Plates, Dan Goodrich
- STATUS: AEC-RESIDENTIAL, SE-PRACTICE, SE-MARKETING, IESUG, STRUCTX MAILING LISTS, Bill Polhemus
- Virus Warning, Effland, Greg
- RE: Virus Warning, David Fisher
- Virus from rauf akbaba; email: rakbaba(--nospam--at)atakltd.com.tr, Les Rhinehart
- Re: Width/Thickness Ratios, Rick . Drake
- Width/Thickness Ratios, Roger Turk
- Re: Virus from rauf akbaba; email: rakbaba(--nospam--at)atakltd.com.tr, Peter McCormack
- Virus Warning -- KAK Virus, Roger Turk
- RE: Width/Thickness Ratios, Charlie Carter
- RE: notional load method of second-order analysis, Charlie Carter
- kak virus, Alden Manipula
- Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Peter McCormack
- RE: notional load method of second-order analysis, Christopher Wright
- Flagpoles, Michael Waggoner
- RE: Flagpoles, Adair, Joel
- RE: Flagpoles, Speck, Todd M
- RE: STATUS: AEC-RESIDENTIAL, SE-PRACTICE, SE-MARKETING, IESUG, ST RUCTX MAILING LISTS, George Richards, P.E.
- Pressure grouting, Williston L. Warren, IV - S.E.
- Merrick's Spreadsheet Download, Williston L. Warren, IV - S.E.
- RE: Merrick's Spreadsheet Download, Structuralist
- Earthquake, Alden Manipula
- Re: STATUS: AEC-RESIDENTIAL, SE-PRACTICE, SE-MARKETING, IESUG,ST RUCTX MAILING LISTS, Bill Polhemus
- Re: Earthquake, ajit_gijare
- Virus Warning Again - Re:Earthquake from ajit_gijare, Effland, Greg
- RE: Pressure grouting, Nicholas Blackburn
- [no subject], Mitchell J. Sklar, P.E.
- [no subject], Mitchell J. Sklar, P.E.
- do not open this message, sorry for kak virus, rauf akbaba
- EOR(Kansas City Hyatt Walkway Failure), Frank Hartzell
- RE: kak virus, David Hall
- Fw: PROBLEM ON USING CORRECT Rw FACTORS, GAMA Factory
- Earth Quake in Pakistan: More than 30 die, S. A. Masroor
- Re: EOR(Kansas City Hyatt Walkway Failure), Christopher Wright
- Re: EOR(Kansas City Hyatt Walkway Failure), c2
- Re: EOR(Kansas City Hyatt Walkway Failure), Bob Kazanjy
- Re: EOR(Kansas City Hyatt Walkway Failure), c2
- EOR(Kansas City Hyatt Walkway Failure), Peter Higgins
- Re: EOR(Kansas City Hyatt Walkway Failure), a_more
- Re: EOR(Kansas City Hyatt Walkway Failure), a_more
- EOR(Kansas City Hyatt Walkway Failure), Mark Gilligan
- Re: EOR(Kansas City Hyatt Walkway Failure), a_more
- EOR(Kansas City Hyatt Walkway Failure), Peter Higgins
- RE: EOR(Kansas City Hyatt Walkway Failure), David Fisher
- RE: Earth Quake in Pakistan: More than 30 die, Structuralist
- Re: EOR(Kansas City Hyatt Walkway Failure), Christopher Wright
- VBS_KAKWORM.A-M information from Trend Micro, Efren Allan Yango
- Re: EOR(Kansas City Hyatt Walkway Failure), c2
- RE: VBS_KAKWORM.A-M information from Trend Micro, David Hall
- Funding for NPR/PBS/NEA (Off Topic - Sorry), Paul McEntee
- earthquake in india(gujrat state), ajit_gijare
- Advertisement: AISC's North American Steel Construction Conferenc e, Charlie Carter
- Re: Funding for NPR/PBS/NEA (Off Topic - Sorry), Bill Polhemus
- Re: Earth Quake in Pakistan: More than 30 die, Bill Polhemus
- Re: earthquake in india(gujrat state), Bill Polhemus
- RE: EOR (Kansas city Hyatt Walkkway), Mark Gilligan
- RE: EOR (Kansas city Hyatt Walkkway), Roger Turk
- Re: Funding for NPR/PBS/NEA (Off Topic - Sorry), Christopher Wright
- Re: EOR(Kansas City Hyatt Walkway Failure), Christopher Wright
- RE: Virus Warning, David Hall
- RE: Advertisement: AISC's North American Steel Construction Conference, Structuralist
- Enough of the viruses, Dimitris P. Zeccos
- remove, 3D Engineering & Design
- RE: Enough of the viruses, Structuralist
- Re: Fw: PROBLEM ON USING CORRECT Rw FACTORS, Mehdi M. Khabbazan
- RE: Funding for NPR/PBS/NEA (Off Topic - Sorry), Gary Ehrlich
- Re: Earthquake, bhagavan
- Job posting...., Ned Waltz
- Fw: [SITREPS:3081] India: Earthquake - OCHA-04: 28-Jan-01, JCohen
- [no subject], JULIO LOPEZ DE MESA
- Virus Question, James F Fulton
- RE: EOR (Kansas city Hyatt Walkkway), Peter Higgins
- Re: Virus Question, James Hannah
- Plywood & Mtl. Studs, ASLCSE
- RE: Plywood & Mtl. Studs, Francisco Duarte
- RE: Virus Question, Structuralist
- RE: Plywood & Mtl. Studs, sharonb
- RE: Plywood & Mtl. Studs, George Richards, P.E.
- RE: EOR (Kansas city Hyatt Walkkway), Christopher Wright
- RE: Earth Quake in Pakistan: More than 30 die, Dave Adams
- RE: EOR(Kansas City Hyatt Walkway Failure), Caldwell, Stan
- RE: Earth Quake in Pakistan: More than 30 die, Yousefi, Ben
- Re: Earth Quake in Pakistan: More than 30 die, fturner
- RE: Earth Quake in Pakistan: More than 30 die, Christopher Wright
- [no subject], Elaine Keane
- Virus Question, Roger Turk
- Concrete Cover, Randy Diviney
- RE: Concrete Cover, Mike Valley
- Mathcad question, Pat Bachman
- RE: Plywood & Mtl. Studs, Structuralist
- RE: Mathcad question, Structuralist
- RE: Mathcad question, Effland, Greg
- Stainless Steel, Gerard Madden
- Re: Stainless Steel, Christopher Wright
- Yesterday's Comments, Mitchell J. Sklar, MBA, P.E.
- Re: Yesterday's Comments, Gerard Madden
- Re: Yesterday's Comments, Lynn
- Re: Yesterday's Comments, Conrad Guymon
- Yesterday's Comments, John Riley
- RE: Yesterday's Comments, Constantine Shuhaibar
- RE: Yesterday's Comments, Constantine Shuhaibar
- RE: Plywood & Mtl. Studs, George Richards, P.E.
- Re: Yesterday's Comments, Greg Smith
- RE: Yesterday's Comments, sharonb
- Re: Mathcad question, Nels Roselund
- Re: Mathcad question, James Hannah
- Re: Mathcad question, Michael Bryson
- Re: seaint Digest for 28 Jan 2001, Paul Ransom
- Re: Mathcad question, Mark Gilligan
- RE: Yesterday's Comments, Boh Jaw Woei
- RE: Yesterday's Comments, Structuralist
- RE: seaint Digest for 28 Jan 2001, Structuralist
- Avoid Viruses by subscribing in Digest format, Mattesons
- RE: Mathcad question, Structuralist
- Re: Plywood & Mtl. Studs, John Rose
- RE: Plywood & Mtl. Studs, Structuralist
- Irresponsible designers, Structuralist
- Puddle Welds, Michael Zaitz
- Anchor Bolt Specs, Nacionales Alex
- Virus in Digest Form, Steven Mallett
- Re: Puddle Welds, Scott Maxwell
- RE: Mathcad question, Carl Taylor
- RE: Anchor Bolt Specs, Charlie Carter
- Retaining Wall Collapse - Nogales, Sonor, Roger Turk
- FAQ on earthquake resistant construction - your technical comments invited, bhagavan
- Re: Plywood & Mtl. Studs, Jeff Coronado
- Re: Concrete Cover, Jeff Coronado
- Re: Irresponsible designers, Davis Parsons
- RE: FAQ on earthquake resistant construction - your technical com ments invited, Jones, Mark A (Battle Creek)
- Re: Mathcad question, Bill Polhemus
- Re: Yesterday's Comments, Bill Polhemus
- stone floor deflection criteria, Ken Peoples
- RE: Virus Question, Brian K. Smith
- RE: Yesterday's Comments, Brian K. Smith
- Standard Specifications, Robert Rollo
- Re: Mathcad question, Scott Maxwell
- RE: Yesterday's Comments, Jones, Mark A (Battle Creek)
- Re: stone floor deflection criteria, Mike Perakis
- Slab Foundation Possible?, Robert Valorio
- RE: stone floor deflection criteria, Albert Meyer
- Post Tension (SAP Question), Wael Shabana
- ASD Design of Threaded Fasteners, Chris Towne
- Re: Mathcad question, Nels Roselund
- Re: Mathcad question, Conrad Guymon
- RE: Standard Specifications, Adair, Joel
- RE: ASD Design of Threaded Fasteners, Charlie Carter
- RE: Post Tension (SAP Question), Nicholas Blackburn
- RE: Mathcad question, Wladimir Bassett
- RE: Slab Foundation Possible?, Nicholas Blackburn
- RE: Virus in Digest Form, Structuralist
- RE: Mathcad question, Mike Valley
- strong axis bending of a bar, Ken Peoples
- RE: Virus in Digest Form, Shafat Qazi
- FW: Post Tension (SAP Question), T. Eric Gillham PE
- RE: Standard Specifications, Lutz, James
- Re: ASD Design of Threaded Fasteners, Christopher Wright
- RE: ASD Design of Threaded Fasteners, Heath Mitchell
- Re: ASD Design of Threaded Fasteners, Mark D. Anderson PE
- Re: Post Tension (SAP Question), Wael Shabana
- Re: stone floor deflection criteria, John Schenne
- RE: MathCAD question, Jones, Mark A (Battle Creek)
- Re: Slab Foundation Possible?, Mark D. Anderson PE
- RE: Slab Foundation Possible?, Charles Espenlaub
- Re: Virus in Digest Form, Monty Hart
- Re: Post Tension (SAP Question), Wael Shabana
- Re: Slab Foundation Possible?, h . d . richardson
- Re: Virus in Digest Form, Shafat Qazi
- FW: Knees needed! Gujarat update, Brad Friederichs
- Moment of Inertia using Autocad, Gerard Madden
- Tension Only Braced Frames, Michael Bryson
- Re: Moment of Inertia using Autocad, Michael Bryson
- Re: Tension Only Braced Frames, Gerard Madden
- RE: Moment of Inertia using Autocad, Mike Valley
- Postings that Require an Internet Connection, Nels Roselund
- RE: Slab Foundation Possible?, Lutz, James
- RE: Moment of Inertia using Autocad, Gerard Madden
- Internet Garbage, Gerard Madden
- "Sloshing Effects", Frank Griffin
- Internet Garbage, Roger Turk
- Re: Yesterday's Comments, victor lee
- moment of inertia using autocad, 조한무
- RE: Moment of Inertia using Autocad, Gunnar Hafsteinn Isleifsson
- Re: strong axis bending of a bar, John Riley
- RE: Moment of Inertia using Autocad, Vlad
- Re: strong axis bending of a bar, Mark Nowmos
- RE: Yesterday's Comments, Structuralist
- FW: Internet Garbage, T. Eric Gillham PE
- Re: Post Tension (SAP Question), Wael Shabana
- Re: Internet Garbage, Claret Heider
- strong axis bending of a bar, Roger Turk
- unintentional kak virus ; notional loads and second order analysis, rauf akbaba
- RE: Internet Garbage, Jones, Mark A (Battle Creek)
- RE: Virus in Digest Form, Jones, Mark A (Battle Creek)
- unintentional kak virus ; notional loads and second order analysis, rauf akbaba
- RE: EOR(Kansas City Hyatt Walkway Failure), Peter Higgins
- RE: Internet Garbage, sharonb
- RE: EOR(Kansas City Hyatt Walkway Failure), Scott Maxwell
- Re: strong axis bending of a bar, Christopher Wright
- Unfinished Business, jwhitty
- RE: Unfinished Business, Paul Crocker
- Re: Post Tensioning (SAP Question), Kipp . A . Martin
- RE: "Sloshing Effects", Yousefi, Ben
- RE: "Sloshing Effects", Cain, William
- Re: "Sloshing Effects", Michael Bryson
- RE: Unfinished Business, Robert Valorio
- RE: "Sloshing Effects", Lutz, James
- Sloshing Effects per IBC 2000, Steve Meier
- soft story, Mark D. Baker
- RE: Unfinished Business, Devlin, Dan
- Texican code, Mark D. Baker
- Re: Yesterday's Comments, Nels Roselund
- RE: Texican code, Brian K. Smith
- Conferences, Abe Knapp
- Re: strong axis bending of a bar, Curt LaCount
- Re: Conferences, Constantine Shuhaibar
- Re: Virus in Digest Form, h . d . richardson
- [no subject], ajit_gijare
- [no subject], ajit_gijare
- RE: Moment of Inertia using Autocad, Gerard Madden
- RE: Texican code, Caldwell, Stan
- RE: Internet Garbage, Gerard Madden
- Off Topic - Free Resources, Caldwell, Stan
- RE: Moment of Inertia using Autocad, Gerard Madden
- Re: Yesterday's Comments, Bill Polhemus
- RE: Moment of Inertia using Autocad, Peter McCormack
- RE: Internet Garbage, Mike Valley
- Re: Internet Garbage, Bill Polhemus
- RE: Yesterday's Comments, Structuralist
- Cofar metal deck, Zachary Goswick
- Internet Garbage, Gerard Madden
- Seminar on Structural Provisions of IBC 2000, Shafat Qazi
- Re: Cofar metal deck, Davis Parsons
- Cofar metal deck, Roger Turk
- Re: Internet Garbage, Bill Polhemus
- Re: Post Tension (SAP Question), Gil Brock
- RE: Off Topic - Free Resources, Vlad
- Virus inDIGESTion, Paul Ransom
- Today's comment, Paul Ransom
- Re: Yesterday's Comments, Paul Ransom
- Re: Virus inDIGESTion, Scott Maxwell
- For the last 30 years, S. A. Masroor
- Re: FAQ on earthquake resistant construction - your technical comments invited, adba
- [no subject], C.S.,Yoo
- RE: Cofar metal deck, Zachary Goswick
- Re: Texican code, Mark Baker
- Re: Virus inDIGESTion, Christopher Wright
- Re: Yesterday's Comments, Christopher Wright
- RE: Texican code, Caldwell, Stan
- Re: Unfinished Business, Bill Polhemus
- Re: Yesterday's Comments, Peter McCormack
- Re: Yesterday's Comments, Christopher Wright
- Existing Soft Story Frame Buildings, Richard L. Hess
- Steel gusset plate design, Sherman, William
- RE: Texican code, Padmanabhan Rajendran
- Re: Steel gusset plate design, Gerard Madden
- strong axis bending of a bar, Hartzell, Frank
- RE: Steel gusset plate design, Sherman, William
- RE: Steel gusset plate design, Gunnar Hafsteinn Isleifsson
- Cofar, Hartzell, Frank
- STIFFENER HELP, Juan José Treff De la Mora
- RE: STIFFENER HELP, Effland, Greg
- RE: Steel gusset plate design, Mark Pemberton
- Re: Cofar metal deck, Davis Parsons
- RE: Virus inDIGESTion, Structuralist
- Re: Cofar metal deck, Bill Polhemus
- dilatacion joints, raul marino puebla mosquera
- expansion joints, raul marino puebla mosquera
- Fasteners in Fire Resistant Treated Wood (FRTW), Jeff Creagan
- RE: Fasteners in Fire Resistant Treated Wood (FRTW), George Richards, P.E.
- RE: Cofar metal deck, Structuralist
- expansion joints in steel pipes, raul marino puebla mosquera
- hp DraftMaster I for sale, edward g. li
- RE: Sloshing Effects per IBC 2000, raul labbe
- REVIEW OF SEISMIC SOUNDNESS OF EXISTING BLDGS., harihar singh
- Re: Fasteners in Fire Resistant Treated Wood (FRTW), John Rose
- Re: Fasteners in Fire Resistant Treated Wood (FRTW), Jeff Creagan
- Re: Post Tension (SAP Question), Wael Shabana
- Re: STIFFENER HELP, Kent Hou
- [no subject], Daniela Redlich
- Re: STIFFENER HELP, omar issa
- Three-way Reinforced Concrete Floor System, JOG
- RE: Three-way Reinforced Concrete Floor System, Daley, John
- Three-way Reinforced Concrete Floor Syst, Roger Turk
- RE: Cofar metal deck, Zachary Goswick
- RE: Three-way Reinforced Concrete Floor Syst, JOG
- Re: Three-way Reinforced Concrete Floor System, Neil Moore
- RE: Three-way Reinforced Concrete Floor System, Matthew Stuart
- RE: Cofar metal deck, Structuralist
- Software Problems - A common problem, Structuralist
- RE: Cofar metal deck, Scott Maxwell
- No special inspection of CMU walls, Julian Chu
- Re: No special inspection of CMU walls, Omar M. Waqfi
- Re: Cofar metal deck, Bill Polhemus
- ROBOT 97, AGHBAL YOUNESSE
- Drift per 1997 UBC, Gerard Madden
- Re: No special inspection of CMU walls, Steve Privett
- RE: Drift per 1997 UBC, Yousefi, Ben
- RE: Drift per 1997 UBC, Mike Valley
- RE: Drift per 1997 UBC, Gerard Madden
- RE: No special inspection of CMU walls, Paul Crocker
- Re: No special inspection of CMU walls, Neil Moore
- RE: "Sloshing Effects", Sherman, William
- RE: Drift per 1997 UBC, Yousefi, Ben
- RE: Drift per 1997 UBC, croper
- DTI Bolted Connection Failures, Michael D. Gregory
- Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Nels Roselund
- Re: Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Gerard Madden
- RE: Drift per 1997 UBC, Peter Higgins
- Loose Bolts with DTI Washers, Michael D. Gregory
- RE: Drift per 1997 UBC, Structuralist
- RE: No special inspection of CMU walls, Structuralist
- RE: Steel gusset plate design, Charlie Carter
- RE: Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Structuralist
- RE: strong axis bending of a bar, Charlie Carter
- RE: STIFFENER HELP, Charlie Carter
- Re: No special inspection of CMU walls, sscholl2
- RE: No special inspection of CMU walls, Omar M. Waqfi
- RE: No special inspection of CMU walls, Structuralist
- Re: RE: Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Rhkratzse
- Re: DTI Bolted Connection Failures, Donn Wooldridge
- RE: No special inspection of CMU walls, Mark Gilligan
- RE: RE: Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Structuralist
- RE: "Sloshing Effects", Mark Gilligan
- Aas vs. William Lyon's Co - California Supreme Court 12-4-2000, Structuralist
- RE: DTI Bolted Connection Failures, dcarroll
- RE: Loose Bolts with DTI Washers, Charlie Carter
- Re: Loose Bolts with DTI Washers, c2
- No special inspection of CMU walls, RDouglass86
- [no subject], MIHAELA STAICU
- RE: Steel gusset plate design, Sherman, William
- RE: "Sloshing Effects", Sherman, William
- Re: Loose Bolts with DTI Washers, Christopher Wright
- EQ in El Salvador, frp2000
- Re: No special inspection of CMU walls, sscholl2
- postgraduate, Vincentius Untoro Kurniawan
- Re: postgraduate, Bill Polhemus
- Loose Bolts with DTI Washers, Tom . Hunt
- Re: Post Tension (SAP Question), Gil Brock
- Professional Collaboration Forum, Structuralist
- Loose Bolts with DTI Washers, Peter Higgins
- Need Structural Drafting support in Riverside California, Structuralist
- Re: moment of inertia using autocad, Earl McGuire
- Frame Stability and determination of K Factors, Structuralist
- RE: EQ in El Salvador, Glen . Pappas
- OT - Juno News Article, Roger Turk
- RE: EQ in El Salvador, Scott Maxwell
- Re: OT - Juno News Article, Scott Maxwell
- RE: moment of inertia using autocad, Yang, Yi
- Drift per 1997 UBC, Allen Adams
- RE: Drift per 1997 UBC, Yousefi, Ben
- Drift per 1997 UBC, Martin W. Johnson
- Loose Bolts with DTI Washers, Martin W. Johnson
- Re: Drift per 1997 UBC, Gerard Madden
- RE: Drift per 1997 UBC, Paul Crocker
- Re: Loose Bolts with DTI Washers, c2
- RE: Loose Bolts with DTI Washers, Sprague, Harold O.
- RE: EQ in El Salvador, Scott Maxwell
- RE: Drift per 1997 UBC, Yousefi, Ben
- RE: Drift per 1997 UBC, Gerard Madden
- Re: Loose Bolts with DTI Washers, Christopher Wright
- Looking for a scholarship !!!!, José Velásquez
- RE: Drift per 1997 UBC, Mike Valley
- RE: Drift per 1997 UBC, Structuralist
- Min. Steel in Concrete Column, Lao, Larry
- RE: Min. Steel in Concrete Column, Sherman, William
- RE: Min. Steel in Concrete Column, Paul Crocker
- Re: Min. Steel in Concrete Column, Neil Moore
- RE: Min. Steel in Concrete Column, Lao, Larry
- RE: Min. Steel in Concrete Column, Lutz, James
- Re: Min. Steel in Concrete Column, Craig J Slama
- Re: EQ in El Salvador, frp2000
- Re: EQ in El Salvador, frp2000
- [no subject], Enny Chen
- Re: Min. Steel in Concrete Column, Mehdi M. Khabbazan
- Re: Juno News Article, KRALIK Georg -NUCLEAR
- Re: Min. Steel in columns, S. A. Masroor
- Transitions at welded splices, BILL PULYER
- Re: Juno News Article, Scott Maxwell
- RE: Min. Steel in columns, Sherman, William
- Re: Min. Steel in columns, Padmanabhan Rajendran
- Peer Review per UBC....when?, Khosrownia, Ghassem SPK
- Perform A Chain Drag Study?, Hyndman, Keith
- RE: EQ in El Salvador, Francisco Duarte
- RE: Perform A Chain Drag Study?, Sprague, Harold O.
- RE: Perform A Chain Drag Study?, David Fisher
- Re: Min. Steel in columns, Bill Polhemus
- RE: EQ in El Salvador, Cain, William
- RE: Min. Steel in Concrete Column, Lutz, James
- RE: Perform A Chain Drag Study?, Matthew Stuart
- Re: Perform A Chain Drag Study?, Samir Ghosn
- Drift limitation, Martin W. Johnson
- Looking for metal building mfgr in Northern California, Khosrownia, Ghassem SPK
- RE: Min. Steel in Concrete Column, Sherman, William
- Re: Perform A Chain Drag Study?, Dan Goodrich
- RE:waffles, Matt Jordan
- RE: Juno News Article, Lutz, James
- Complexity of Code, Lynn
- Re: Transitions at welded splices, Christopher Wright
- Peer Review per UBC....when?, Khosrownia, Ghassem SPK
- Re: Juno News Article, Christopher Wright
- Re: Peer Review per UBC....when?, fturner
- RE: Perform A Chain Drag Study?, Gary Ehrlich
- RE: Looking for metal building mfgr in Northern California, Yang, Yi
- shear friction, Mark Pemberton
- Re: Perform A Chain Drag Study?, Bill Polhemus
- RE: Perform A Chain Drag Study?, David Fisher
- COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building Structure, Bill Polhemus
- RE: Peer Review per UBC....when?, Khosrownia, Ghassem SPK
- Re: Perform A Chain Drag Study?, h . d . richardson
- RE: Perform A Chain Drag Study?, Sprague, Harold O.
- Re: Complexity of Code, Gary Chock
- Re: RE: Peer Review per UBC....when?, Constantine Shuhaibar
- RE: shear friction, Lutz, James
- RE: Drift limitation, Structuralist
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" An ExistingBuilding Structure, Davis Parsons
- RE: Complexity of Code, Structuralist
- Re: Peer Review per UBC....when?, fturner
- RE: Min. Steel in Concrete Column, Robert Rollo
- RE: Juno News Article, Structuralist
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" AnExistingBuilding Structure, Bill Polhemus
- RE: Perform A Chain Drag Study?, Sprague, Harold O.
- RE:waffles, Scott Maxwell
- I want to leave the list, please, Milton Veloz
- Complexity of Code, Peter Higgins
- RE: COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building Structure, Mark E. Deardorff
- RE:waffles, Shashi Bhakta
- Shape Factors and AISC ASD, Stanley_P_Johnson
- Re: Shape Factors and AISC ASD, Gerard Madden
- Re: Complexity of Code, Craig J Slama
- RE: Complexity of Code, Structuralist
- Re: Complexity of Code, EphHirsch
- Re: Shape Factors and AISC ASD, Scott Maxwell
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building S..., EphHirsch
- Re: Shape Factors and AISC ASD, Jason Emoto
- Live Chat with Gosh and Dowty, Shafat Qazi
- RE: Looking for metal building mfgr in Northern California, Pat Symons
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" AnExistingBuilding Structure, Rick Burch
- Re: Looking for metal building mfgr in Northern California, James Hannah
- RE: Complexity of Code, Structuralist
- RE: Complexity of Code, Gil Brock
- RE: Transitions at welded splices, Charlie Carter
- Base Isolation Vendor, BSmithemail
- RE: Complexity of Code, Peter Higgins
- Re: Complexity of Code, Craig J Slama
- RE: Loose Bolts with DTI Washers, Charlie Carter
- RE: Complexity of Code, Structuralist
- RE: Complexity of Code, Structuralist
- STAAD.Pro 2001, Santanu Das
- Re: Complexity of Code, Randy Vogelgesang
- RE. Min. Steel in Concrete Column, ARW
- RE: Transitions at welded splices, BILL PULYER
- RE: STAAD.Pro 2001, Jim Sherman
- Re: STAAD.Pro 2001, Padmanabhan Rajendran
- RE: Complexity of Code, Peter Higgins
- Metal stairs & story drift, Joseph Ward
- FW: Perform A Chain Drag Study?, Matthew Stuart
- STAAD.Pro 2001, Stanley_P_Johnson
- Shape Factors and AISC ASD, Stanley_P_Johnson
- Re: Loose Bolts with DTI Washers, c2
- RE: Complexity of Code, Structuralist
- Re: STAAD.Pro 2001, Christopher Wright
- Re: STAAD.Pro 2001, Bill Polhemus
- Re: Shape Factors and AISC ASD, Scott Maxwell
- Suspended Speaker, Alfonso S Quilala
- Re: Shape Factors and AISC ASD, Gerard Madden
- Re: Loose Bolts with DTI Washers, Ausgang
- Re: Shape Factors and AISC ASD, Rick . Drake
- seismology committee, Martin W. Johnson
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building Structure, Calvin Chang
- Connection Pins in Old Steel Truss Bridges, Steven Mallett
- Re: STAAD.Pro 2001, Bill Polhemus
- Re: STAAD.Pro 2001, Ed . Haninger
- RE: STAAD.Pro 2001, Mike Valley
- Re: Loose Bolts with DTI Washers, Christopher Wright
- Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building Structure, Calvin Chang
- Re: STAAD.Pro 2001, Bill Polhemus
- Re: seismology committee, Rick . Drake
- RE: Connection Pins in Old Steel Truss Bridges, Fredericks, Douglas/SAC
- Re: Loose Bolts with DTI Washers, c2
- Re: Loose Bolts with DTI Washers, Ausgang
- Bundled Reinforcing, David Finley
- RE: Metal stairs & story drift, Nicholas Blackburn
- RE: seismology committee, Structuralist
- RE: Metal stairs & story drift, Joseph Ward
- Re: Suspended Speaker, Mark D. Anderson PE
- Re: Loose Bolts with DTI Washers, Christopher Wright
- Apology to Ed Wilson, Mike Valley
- The real Santanu Das..., Santanu Das
- Frank Lloyd House Gets Seismic Upgrade, EphHirsch
- RE: Metal stairs & story drift, Nicholas Blackburn
- FEMA 350 and SMRF's, Pat Clark
- RE: FEMA 350 and SMRF's, George Richards, P.E.
- RE: Suspended Speaker, Alfonso S Quilala
- RE: Suspended Speaker, Fariborz Tehrani
- Re: The real Santanu Das..., Bill Polhemus
- Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
- Re: Looking for metal building mfgr in Northern California, Paul Ransom
- RE: Suspended Speaker, Peter Higgins
- RE: Metal stairs & story drift, Mark Gilligan
- RE: Bundled Reinforcing, Dinmore, Gary
- RE: Connection Pins in Old Steel Truss Bridges, Murphy, Thomas P
- RE: Metal stairs & story drift, Joseph Ward
- RE: Base Isolation Vendor, Armijo, John J (PWCSD 184)
- More Drift Talk, croper
- FEMA-273 & ATC-40, Sunil Gupta
- Re: Suspended Speaker, Jeff Coronado
- RE: More Drift Talk, Joseph Ward
- STAAD and SAP2000, Stanley_P_Johnson
- RE: Need Specialist in Adobe Retrofit to help with Mike Krakower' s Clients, George Richards, P.E.
- shape factors and ASD, Stanley_P_Johnson
- Re: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Lynn
- RE: Need Specialist in Adobe Retrofit to help with Mike Krakower' s Clients, Yousefi, Ben
- ANNOUNCEMENT: IESUG Email List Is Back Online!, Bill Polhemus
- ANNOUNCEMENT: AEC-RESIDENTIAL is back online, Bill Polhemus
- Re: More Drift Talk, Scott Maxwell
- RE: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
- RE: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
- Precast box culvert/tunnel - watertight seal?, Paul Pilarski
- RE: FEMA 350 and SMRF's, Gerard Madden
- RE: seismology committee, Scott Maxwell
- RE: FEMA 350 and SMRF's, Nicholas Blackburn
- RE: seismology committee, Structuralist
- HSS Producers/Fabricators in Detroit Metro Area, Zatloukal, Brian J.
- RE: seismology committee, Sprague, Harold O.
- RE: Precast box culvert/tunnel - watertight seal?, Rex Donahey
- Rho, Rho, Rho your code:o), Structuralist
- Re: HSS Producers/Fabricators in Detroit Metro Area, Davis Parsons
- Re: Precast box culvert/tunnel - watertight seal?, John Riley
- RE: Precast box culvert/tunnel - watertight seal?, Paul Pilarski
- RE: Precast box culvert/tunnel - watertight seal?, Paul Pilarski
- RE: seismology committee, Structuralist
- RE: Frank Lloyd House Gets Seismic Upgrade, Structuralist
- Re: HSS Producers/Fabricators in Detroit Metro Area, Scott Maxwell
- RE: HSS Producers/Fabricators in Detroit Metro Area, Zatloukal, Brian J.
- Re: Frank Lloyd House Gets Seismic Upgrade, Neil Moore
- general bolt questions, Mark Pemberton
- SEAOC Seismology Committee Reply, Shafat Qazi
- RE: FEMA 350 and SMRF's, Edward Arrington
- Re: SEAOC Seismology Committee Reply, Gerard Madden
- Re: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
- Re: Frank Lloyd House Gets Seismic Upgrade, Nels Roselund
- Re: Frank Lloyd House Gets Seismic Upgrade, Scott Maxwell
- RE: SEAOC Seismology Committee Reply, Mike Valley
- RE: Frank Lloyd House Gets Seismic Upgrade, raul labbe
- Structural Engineering Master, José Velásquez
- [no subject], CanStruct Engineering Group
- AEC-Residential Listservice is back online, Structuralist
- Re: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Rlfong
- shape factors and ASD, Stanley_P_Johnson
- Rho, Stanley_P_Johnson
- RE: Rho, Structuralist
- Re: More Drift Talk, Mehdi M. Khabbazan
- Re: More Drift Talk, Mehdi M. Khabbazan
- RE: general bolt questions, Heath Mitchell
- RE: general bolt questions, Scott Maxwell
- RE: More Drift Talk, croper
- Any California D.S.A. engineers out there?, Dave Adams
- Lift Lug, Padmanabhan Rajendran
- Base Isolation Vendor, CarlS95
- Drift per 1997 UBC, Allen Adams
- RE: More Drift Talk, Mike Valley
- Northern CA Re-Model, Joshua . Plummer
- RE: Lift Lug, Sherman, William
- Re: Need Specialist in Adobe Retrofit to help with Mike Krakower'sClients, Bill Polhemus
- Re: rho, Martin W. Johnson
- RE: Northern CA Re-Model, Structuralist
- RE: Any California D.S.A. engineers out there?, Mark Pemberton
- RE: Lift Lug, Padmanabhan Rajendran
- RE: Any California D.S.A. engineers out there?, Scott Maxwell
- Re: rho, Scott Maxwell
- RE: rho, Structuralist
- RE: Lift Lug, Ralph Benson
- Re: Lift Lug, Ralph Benson
- Re: Lift Lug, Christopher Wright
- RE: Lift Lug, Sherman, William
- Preplaced Aggregate for Thin Slabs, Fredericks, Douglas/SAC
- Properties of natural rubber, amartine
- rigid frame design resource, namvy
- Re: Properties of natural rubber, desi j kiss
- Re: rigid frame design resource, James Hannah
- Good Search Tool, Greg Smith
- Re: Properties of natural rubber, Christopher Wright
- Re: Properties of natural rubber, sscholl2
- RE: Seismic Design Manual - Vol. 2., Sam Chang
- RE: Lift Lug, Charlie Carter
- RE: FEMA 350 and SMRF's, Charlie Carter
- Re: Properties of natural rubber, Adolfo Galvez
- RE: rigid frame design resource, Jim Persing
- Health Update, Michael Krakower
- Earthquake Near L.A.?, Bill Polhemus
- Re: Earthquake Near L.A.?, Nicolas Mangon
- Re: Earthquake Near L.A.?, sscholl2
- RE: Good Search Tool, Byainc
- Earthquake, HBAP
- Re: Good Search Tool, Bill Polhemus
- RE: Earthquake Near L.A.?, Structuralist
- Re: Earthquake Near L.A.?, John O'Brien
- [no subject], Milton Veloz
- RE: Properties of natural rubber, Baltar, Joe MR
- RE: Earthquake Near L.A.?, Scott, William N.
- Google, Lao, Larry
- New Virus Alert Annakourinkova.jpg.vbs, Khashayar Hemmatyar
- FW:Simple method for preventing the AnnaK virus from affecting your machine, Structuralist
- Re: FW:Simple method for preventing the AnnaK virus from affecting yourmachine, Bill Polhemus
- Re: Health Update, Graeme Dick
- Re: More Drift Talk, Mehdi M. Khabbazan
- R: FW:Simple method for preventing the AnnaK virus from affectingyourmachine, Andrea Morelli
- Re: Lift Lug, Padmanabhan Rajendran
- Re: R: FW:Simple method for preventing the AnnaK virus fromaffectingyourmachine, Bill Polhemus
- trench shoring, Mark D. Baker
- Foundation on clay, Gary Gill
- Re: Frank Lloyd House Gets Seismic Upgrade, Chanel1096
- Re: Foundation on clay, Samir Ghosn
- IBC 2000 Seminars, Michael Zaitz
- Re: Foundation on clay, Padmanabhan Rajendran
- RE: Foundation on clay, Brian K. Smith
- RE: IBC 2000 Seminars, dadie
- RE: Foundation on clay, Cain, William
- RE: Foundation on clay, Roger Turk
- Re: Lift Lug, M Hariharan/engg
- Re: trench shoring, dan914
- Glass Hand Rail, Joseph Ward
- Re: More Drift Talk, Mehdi M. Khabbazan
- RE: Glass Hand Rail, Jones, Mark A (Battle Creek)
- [no subject], JOG
- Re:, Christopher Wright
- RE:, Jim Sherman
- RE: Glass Hand Rail, Evren Guclu
- RE: More Drift Talk, Mike Valley
- Re: Glass Hand Rail, Nels Roselund
- RE:, Matt Melcher
- Re: your mail, Scott Maxwell
- RE: trench shoring, Paul Crocker
- Slotted HSS/ Gusset Plate Connection (Help!), RainCat1
- Re: More Drift Talk, Mehdi M. Khabbazan
- Live Chat with Ghosh and Dowty, Shafat Qazi
- Re: Glass Hand Rail, Samir Ghosn
- Re: Slotted HSS/ Gusset Plate Connection (Help!), Jason Emoto
- Re: Live Chat with Ghosh and Dowty, Bill Polhemus
- Personal, Bill Polhemus
- RE: Live Chat with Ghosh and Dowty, Yang, Yi
- Re: Live Chat with Ghosh and Dowty, Alden Manipula
- Re: Glass Hand Rail, Drew A. Norman, SE
- Re: Live Chat with Ghosh and Dowty, Shafat Qazi
- Re: Live Chat with Ghosh and Dowty, Bill Polhemus
- Descon software - steel connection design, GBohm
- RE: Descon software - steel connection design, Lao, Larry
- RE: Live Chat with Ghosh and Dowty, Cain, William
- Re: Glass Hand Rail, kidori
- "Structural Engineer" magazine?, Hyndman, Keith
- RE: "Structural Engineer" magazine?, Cain, William
- Re: Descon software - steel connection design, John Schenne
- RE: Frank Lloyd Wright's Falling Water, dmorrow
- REACH, Aaron Burkhardt
- RE: "Structural Engineer" magazine?, Boh Jaw Woei
- RE: "Structural Engineer" magazine?, Boh Jaw Woei
- Re:, James Lane, P.E.
- RE: "Structural Engineer" magazine?, Matthew Stuart
- RE: Slotted HSS/ Gusset Plate Connection (Help!), Charlie Carter
- RE: rigid frame design resource, Charlie Carter
- More drift talk, Stanley_P_Johnson
- GOOD CODE BOOK?, TahirQ
- Re: GOOD CODE BOOK?, Bill Polhemus
- RE: Descon software - steel connection design, Joseph Harouni
- Re: GOOD CODE BOOK?, Scott Maxwell
- RE: GOOD CODE BOOK?, Paul Crocker
- HSS downspout, Mark Pemberton
- Re: HSS downspout, Conrad Guymon
- RE: HSS downspout, Mark Pemberton
- RE: HSS downspout, Jones, Mark A (Battle Creek)
- Stud bolts, Mark Pemberton
- Re: Stud bolts, Drew A. Norman, SE
- Risk Management Toolkit - California Seismic Safety Commission, FEMCCLURE
- Risk Management Toolkit - California Seismic Safety Commission, FEMCCLURE
- wood diaphragm revolt., Kenneth Tarlow
- Retaining Wall Analysis/Design Applet - revised one, Suresh Acharya
- Re: Glass Hand Rail, sscholl2
- Re: Stud bolts, Mark Gilligan
- Re: Stud bolts, Mark Gilligan
- RE: Stud bolts, Mark Pemberton
- RE: Stud bolts, Mark Pemberton
- SSTC relocates office, Bob Shaw
- SSTC fax number, Bob Shaw
- Fiber reinforced concrete fill, Sherman, William
- Beetle Overboard!, Caldwell, Stan
- Re: GOOD CODE BOOK?, Randy Russ
- RE: Beetle Overboard!, Jones, Mark A (Battle Creek)
- AISC Advisory: Changes to T, k and k1 Dimensions for W-Shapes, Charlie Carter
- Slip-on Lock Nuts, David Finley
- grouting cells, Alden Manipula
- wood diaphragm revolt., merrickgroup
- Re: GOOD CODE BOOK?, Scott Maxwell
- wind on shade fabric, Ed . Haninger
- RE: wood diaphragm revolt., Kenneth Tarlow
- Re: wind on shade fabric, Bill Polhemus
- Re: GOOD CODE BOOK?, Bill Polhemus
- Detailing Dimensions - SJI "K" Joists, Bill Polhemus
- Re: wind on shade fabric, desi j kiss
- Fw: Re: wind on shade fabric, desi j kiss
- Vertical Deflection Solution, Overton Green
- shear transfer in precast structures, onur dal
- Anchor bolts allowable stresses, Javier Encinas
- Re: shear transfer in precast structures, Klaas Tromp
- Re: Anchor bolts allowable stresses, Scott Maxwell
- Re: wood diaphragm revolt., sscholl2
- in reply to<A1DE9E146C43D2118F8100A0C9D7DD861CEBA3@NTSERVER>, prakash chowdhury
- DONT SEND ANY MESSAGE, pbalu
- RE: Anchor bolts allowable stresses, Charlie Carter
- ASCE 7-98 Question..., Robert Valorio
- SEAINT Advertising Opportunties, SEAOSC
- Re: ASCE 7-98 Question..., Mauricio A. Lopez
- RE: ASCE 7-98 Question..., Sprague, Harold O.
- RE: ASCE 7-98 Question..., jwhitty
- RE: ASCE 7-98 Question..., Matthew Stuart
- Re: ASCE 7-98 Question..., Jonathan Mallard
- Re: ASCE 7-98 Question..., Ed . Haninger
- ASTM A500 Gr B, Nicholas Blackburn
- RE: ASTM A500 Gr B, Sprague, Harold O.
- RE: Descon software - steel connection design, Joseph Harouni
- Re: SEAINT Advertising Opportunties, Daniel Indrawan
- Re: ASTM A500 Gr B, M Hariharan/engg
- Re: Anchor bolts allowable stresses, Javier Encinas
- Re: Detailing Dimensions - SJI "K" Joists, Jim Kestner
- RE: Detailing Dimensions - SJI "K" Joists, Armijo, John J (PWCSD 184)
- RE: slip on lock nut, Matt Jordan
- Re: grouting cells, Nels Roselund
- A440 Steel, Matt Melcher
- Re: A440 Steel, Christopher Wright
- Question for Engineers in Florida, David Finley
- FW: Railroad clearance, Gary Gill
- Re: Railroad clearance, David Finley
- Re: FW: Railroad clearance, Jonathan Mallard
- Shear in RC Retaining Walls, Richard Daoud
- Re: Question for Engineers in Florida, Hershell Gill Consulting Eng. Inc.
- fatigue category, Dave Evans
- RE: Railroad clearance, Lutz, James
- RE: fatigue category, Paul Crocker
- Re: Shear in RC Retaining Walls, Pat Ebner
- Re: FW: Railroad clearance, Bill Polhemus
- SALARY SURVEY, Juan José Treff De la Mora
- Re: SALARY SURVEY, Gerard Madden
- Ceiling Joists to Wall Stud Connections through Drywall, Drew A. Norman, SE
- Re: SALARY SURVEY, Shafat Qazi
- Re: Ceiling Joists to Wall Stud Connections through Drywall, John Riley
- Re: Ceiling Joists to Wall Stud Connections through Drywall, Tom J Bogler
- Post-Tensioned CMU, Mark Webster
- Re: Post-Tensioned CMU, Peter James
- [no subject], M. Moayyedian
- RE: Post-Tensioned CMU, Adair, Joel
- Post-Tensioned CMU, Roger Turk
- Re: FW: Railroad clearance, Tom_Cummings
- RE: Post-Tensioned CMU, Dinmore, Gary
- RE: Post-Tensioned CMU, Brian K. Smith
- where rotation is provided for..., Paul_Reilly
- e-mail, McHugh Consulting
- e-mail, GEOHAK
- Ceiling Movement, Jim Kestner
- Re: Ceiling Joists to Wall Stud Connections through Drywall, Drew A. Norman, SE
- DIFFERENCE?, Juan José Treff De la Mora
- Accoustical Deck, Jim Kestner
- RE: DIFFERENCE?, Daley, John
- Re: DIFFERENCE?, Scott Maxwell
- RE: DIFFERENCE?, Sherman, William
- Re: Accoustical Deck, H Boge
- RE: Accoustical Deck, Robert Rollo
- Re: e-mail, Joe Zlab
- Live Chat this Friday with Dowty and Ghosh, Shafat Qazi
- Canvas Awnings and Flat Signs on URM commercial buildings., SMEZSEZ
- CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Monty Hart
- RE: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, dcarroll
- RE: Accoustical Deck, dcarroll
- Re: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Scott Maxwell
- RE: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and She arwalls, Yousefi, Ben
- Firewall:(was)CMU Wall Supported by Plyw, Roger Turk
- lrfd misprint?, dadie
- RE: lrfd misprint?, Heath Mitchell
- RE: Firewall, Matthew Stuart
- Re: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Monty Hart
- RE: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and She arwalls, Paul Crocker
- Re: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Monty Hart
- Re: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Gerard Madden
- RE: Firewall, Scott Maxwell
- Bread crumbs..., Paul_Reilly
- Alternate load combinations, Dan Goodrich
- RE: Alternate load combinations, Lutz, James
- RE: Firewall:(was)CMU Wall Supported by Plyw, dcarroll
- Welding across the flange?, jwhitty
- Acoustic deck, David Handy
- RE: Alternate load combinations, Keith Fix
- RE: Firewall:(was)CMU Wall Supported by, Roger Turk
- RE: Welding across the flange?, Dinmore, Gary
- Re: Firewalls, Jim Kestner
- Firewalls (New), Paul_Reilly
- RE: Welding across the flange?, dcarroll
- Double Seal, Ron Hill
- Re: Double Seal, c2
- Live Chat today at 11:00 AM PST, Shafat Qazi
- Re: Welding across the flange?, Christopher Wright
- RE: Welding across the flange?, Christopher Wright
- RE: Welding across the flange?, Sherman, William
- Welding across the flange?, Curt LaCount
- Transcript of Feb 23 2000 Chat, Shafat Qazi
- Plywood diaphragms, CDaniels
- Design of steel canopies, JRHarris
- RE: Firewall:(was)CMU Wall Supported by Plyw, Roger Davis
- RE: Design of steel canopies, Sprague, Harold O.
- RE: Plywood diaphragms, Yousefi, Ben
- Re: Plywood diaphragms, Michael Bryson
- Re: Double Seal, Scott Maxwell
- Re: Plywood diaphragms, Conrad Guymon
- RE: Firewall:(was)CMU Wall Supported by Plyw, Scott Maxwell
- K FACTORS, Juan José Treff De la Mora
- Re: Transcript of Feb 23 2000 Chat and the Bhuj earthquake, Neil Moore
- RE: Plywood diaphragms, Yousefi, Ben
- Re: Plywood diaphragms, Mlcse
- RCSC A325 bolt spec, Sherman, William
- Fwd: K FACTORS, HAWNENG
- RE: K FACTORS, Charlie Carter
- RE: RCSC A325 bolt spec, Charlie Carter
- RE: fatigue category, Charlie Carter
- RE: RCSC A325 bolt spec, Roger Turk
- RE: K FACTORS, Peter Higgins
- RE: K FACTORS, Waterman Drinkwater
- AISC Code of Standard Practice 2000, Jason Emoto
- RE: K FACTORS, Charlie Carter
- RE: AISC Code of Standard Practice 2000, Charlie Carter
- RE: Welding across the flange?, Charlie Carter
- RE: Design of steel canopies, Jim Persing
- RE: RCSC A325 bolt spec, Charlie Carter
- RE: AISC Code of Standard Practice 2000, Mark Gilligan
- RE: AISC Code of Standard Practice 2000, Charlie Carter
- RE: AISC Code of Standard Practice 2000, Jason Emoto
- RE: AISC Code of Standard Practice 2000, Roger Turk
- Re: AISC Code of Standard Practice 2000, Rick Burch
- RE: AISC Code of Standard Practice 2000, Charlie Carter
- RE: AISC Code of Standard Practice 2000, Mark Gilligan
- [no subject], GEORGE SIMMON
- RE: AISC Code of Standard Practice 2000, David B Merrick
- RE: Mat Slab Control Joints, Nicholas Blackburn
- Re: Mat Foundation, h . d . richardson
- Re: AISC Code of Standard Practice 2000, h . d . richardson
- Re: Moment of Inertia using Autocad, Mike Perakis
- Re: Welding across the flange?, Mattesons
- Concrete Problem, T. Eric Gillham PE
- RE: Concrete Problem, dcarroll
- RE: Concrete Problem, Dinmore, Gary
- Re: Concrete Problem, Padmanabhan Rajendran
- Tranverse stiffeners at MC, BILL PULYER
- RE: Moment of Inertia using Autocad, Yang, Yi
- More RCSC questions, Sherman, William
- Effective Width, Wael Shabana
- Re: Effective Width, Wael Shabana
- RE: Effective Width, Matt Melcher
- Live Chat with Seismology Chair Douglas C. Hohbach, Shafat Qazi
- Factor of Safety for Cantelevered Pile Retaining Walls, SDGSE
- FW: acoustical steel deck over swimming pool, dcarroll
- Limits for concrete construction joints, Sherman, William
- Fw: Effective Width, Wael Shabana
- K FACTORS, Igor Marinovic
- Re: electrical reaction between steel and aluminum, Scott Maxwell
- electrical reaction between steel and aluminum, Drew A. Norman, SE
- Shortening existing concrete joist, Roland Bokma
- RE: K FACTORS - Humor, Jones, Mark A (Battle Creek)
- Combination 'A' Glulam Beams, Gina Gobo
- Re: Combination 'A' Glulam Beams, Conrad Guymon
- Re: Shortening existing concrete joist, Scott Maxwell
- Re: Combination 'A' Glulam Beams, Gina Gobo
- Combination 'A' Glulam Beams, Roger Turk
- Erection of Double-framed beam Connection to Columns, Soojin Hur
- Re: Combination 'A' Glulam Beams, Bruce Pooley
- Re: Effective Width, Jason Emoto
- Re: Combination 'A' Glulam Beams, EphHirsch
- Re: electrical reaction between steel and aluminum, EphHirsch
- Re: Concrete Problem, sscholl2
- Ca factor in the 1997 UBC, Harper, Mark
- RE: Erection of Double-framed beam Connection to Columns, Mark Gilligan
- RE: electrical reaction between steel and aluminum, Jack Creviston
- Re: Erection of Double-framed beam Connection to Columns, Jim Kestner
- RE: acoustical steel deck over swimming pool, Roger Davis
- Re: acoustical steel deck over swimming pool, Jim Kestner
- RE: Factor of Safety for Cantelevered Pile Retaining Walls, dcarroll
- RE: Erection of Double-framed beam Connection to Columns, Scott Maxwell
- RE: electrical reaction between steel and aluminum, dcarroll
- RE: K FACTORS, dcarroll
- FW: acoustical steel deck over swimming, Roger Turk
- Re: Erection of Double-framed beam Connection to Columns, Padmanabhan Rajendran
- RE: Ca factor in the 1997 UBC, Sprague, Harold O.
- Plywood Diaphragm Deflections, CDaniels
- Re: Erection of Double-framed beam Connection to Columns, c2
- RE: K FACTORS, Effland, Greg
- Bridge Live Load Distribution, Kipp . A . Martin
- Re: Bridge Live Load Distribution, Conrad Guymon
- canopy holding down bolts, MIR MAHBOOB HUSSAIN
- IBC in California, Tom VanDorpe
- RE: IBC in California, Yousefi, Ben
- Anchor rods -- ASTM F 1554, Adair, Joel
- SAC question, Tarek
- Re: Anchor rods -- ASTM F 1554, Ausgang
- Re: Erection of Double-framed beam Connection to Columns, Rick . Drake
- IBC in California, George Richards, P.E.
- RE: IBC in California, George Richards, P.E.
- Re: Bridge Live Load Distribution, Jonathan Mallard
- RE: K FACTORS, Peter Higgins
- RE: Anchor rods -- ASTM F 1554, Charlie Carter
- RE: SAC question, Charlie Carter
- Re: Erection of Double-framed beam Connection to Columns, c2
- K FACTORS, Peter Higgins
- ASCE 7-93 Wind Design, richard lewis
- RE: More RCSC questions, Charlie Carter
- SEAOSC Mar. 7 Dinner Program, SEAOSC
- Re: canopy holding down bolts, Craig J Slama
- Fw: Film for glass windows, gbuydens
- RE: Shortening existing concrete joist, Charles Espenlaub
- Re: Shortening existing concrete joist, Craig J Slama
- RE: acoustical steel deck over swimming pool, dcarroll
- Pre-engineered Metal Building, Chris Towne
- RE: Pre-engineered Metal Building, Matthew Stuart
- RE: Plywood Diaphragm Deflections, Rodriguez, Marlou
- ASD vs. LRFD, Matthew Stuart
- RE: IBC in California, Becker, Rick
- RE: ASCE 7-93 Wind Design, Effland, Greg
- Re: Pre-engineered Metal Building, John Riley
- Large anchor bolt tightening spec.s, Paul Pilarski
- Re: ASCE 7-93 Wind Design, Michael Zaitz
- Re: Fw: Film for glass windows, npitera
- Massachusetts Building Code, Curt LaCount
- Plywood Diaphragm Deflections, Williston L. Warren, IV - S.E.
- Re: ASCE 7-93 Wind Design, richard lewis
- RE: Pre-engineered Metal Building, Charles Espenlaub
- Wood Frame Shrinkage - LSL, Emery Ojala
- Re: Pre-engineered Metal Building, Jim Kestner
- RE: Wood Frame Shrinkage - LSL, Charles Espenlaub
- 6.2+ earthquake in Seattle, Williston L. Warren, IV - S.E.
- RE: Pre-engineered Metal Building, Charles Espenlaub
- RE: ASCE 7-93 Wind Design, Albert Meyer
- RE: Wood Frame Shrinkage - LSL, Albert Meyer
- Re: Pre-engineered Metal Building, Dan Goodrich
- Seattle Earthquake, Michael Bryson
- Re: Wood Frame Shrinkage - LSL, Mike Perakis
- Re: Seattle Earthquake, Bill Polhemus
- Re: Seattle Earthquake, TARNO COLEMAN
- Film for Glass windows, npitera
- Seattle Earthquake Update, Henry Gallart
- RE: Seattle Earthquake, Sid Danandeh
- Re: 6.2+ earthquake in Seattle, Samir Ghosn
- RE: Seattle Earthquake, Sid Danandeh
- RE: Seattle Earthquake, Paul Pilarski
- East Coast IBC Adoption (was ASCE 7-93), Michael Zaitz
- Re: Pre-engineered Metal Building, John Riley
- RE: Seattle Earthquake, Paul Crocker
- Re: RE: Pre-engineered Metal Building, H Boge
- RE: Large anchor bolt tightening spec.s, Sprague, Harold O.
- RE: 6.2+ earthquake in Seattle, Yousefi, Ben
- RE: 6.2+ earthquake in Seattle, Charlie Griffes
- RE: Pre-engineered Metal Building, Charles Espenlaub
- RE: Seattle Earthquake, Gerard Madden
- RE: Pre-engineered Metal Building, Michael Sikes
- Seattle Earthquake - He really said that?!, Krumm, Colleen D POA02
- Re: 6.2+ earthquake in Seattle, Monty Hart
- Re: Seattle Earthquake, Bill Polhemus
- Re: 6.2+ earthquake in Seattle, Christopher Wright
- Re: 6.2+ earthquake in Seattle, Monty Hart
- cast iron plumbing spiders in concrete slabs, dennis pantazis
- [no subject], Tom VanDorpe
- Re: Pre-engineered Metal Building, sscholl2
- Re: 6.2+ earthquake in Seattle, Rhkratzse
- Re: 6.2+ earthquake in Seattle, Monty Hart
- Re: 6.2+ earthquake in Seattle, Rhkratzse
- Foundation Program: STADD vs. SAFE, Lao, Larry
- Foundation, Boh Jaw Woei
- Re: Foundation, Craig J Slama
- RE: East Coast IBC Adoption (was ASCE 7-93), Albert Meyer
- RE: Bridge Live Load Distribution, Dinmore, Gary
- RE: canopy holding down bolts, Jim Persing
- Re: Firewall, BSmithemail
- Re: Foundation Program: STADD vs. SAFE, Michael Bryson
- Re: 6.2+ earthquake in Seattle, barry2
- Re: Foundation Program: STADD vs. SAFE, raiz1
- cast iron plumbing spiders in concrete slabs, miked
- RE: Foundation Program: STADD vs. SAFE, Mark E. Deardorff
- RE: Foundation Program: STADD vs. SAFE, Lutz, James
- Seattle Earthquake Intensity Maps, Shafat Qazi
- RE: 6.2+ earthquake in Seattle, Charlie Griffes
- SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
- Seattle Earthquake, Stanley_P_Johnson
- RE: Seattle Earthquake, Glen . Pappas
- RE: 6.2+ earthquake in Seattle, Yousefi, Ben
- New virus alert, Mark Baker
- RE: New virus alert, Sprague, Harold O.
- RE: New virus alert, Daley, John
- RE: New virus alert - HOAX, Andrew Mole
- RE: SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Patel, Nick
- Re: New virus alert....NOT, Monty Hart
- RE: Seattle Earthquake, Paul Crocker
- Re: New virus alert, Alden Manipula
- RE: New virus alert "My baby pic", Teresa Dellies
- Re: Seattle Earthquake Intensity Maps, Gerard Madden
- FW: Foundation, T. Eric Gillham PE
- Factor of safety for cantilver Pile Retaining Walls, PFFEI
- FW: Foundation Program: STADD vs. SAFE, T. Eric Gillham PE
- RE: Seattle Earthquake Interviews, Roger Turk
- Re:Factor of safety for cantilever Pile Retaining Walls, TBenson
- RE: Foundation, Boh Jaw Woei
- RE: Factor of safety for cantilever Pile Retaining Walls, George Richards, P.E.
- Re:RE: Factor of safety for cantilever Pile Retaining Walls, TBenson
- RE: RE: Factor of safety for cantilever Pile Retaining Walls, George Richards, P.E.
- Re:RE: RE: Factor of safety for cantilever Pile Retaining Wa, TBenson
- Re: Fw: Film for glass windows, gbuydens
- Re: Seattle Earthquake Interviews, Donn Wooldridge
- Re:RE: RE: Factor of safety for cantilever Pile Retaining Wa, Neil Moore
- Architect vs. Engineer, Jamie Heupel
- Re: Seattle Earthquake Intensity Maps, sscholl2
- Seattle Earthquake - Steel Structures, Rick . Drake
- RE: Architect vs. Engineer, David Fisher
- RE: Foundation Program: STADD vs. SAFE, Lao, Larry
- RE: Seattle Earthquake Interviews, Lutz, James
- RE: Seattle Earthquake Interviews, Alfonso S Quilala
- Unblocked Diaphragm Deflections, Mattesons
- RE: Seattle Earthquake Interviews, ken verco
- Seattle Earthquake, Stanley_P_Johnson
- Horizontal vessels-Friction forces, Padmanabhan Rajendran
- RE: Seattle Earthquake, sharonb
- RE: Seattle Earthquake, Glen . Pappas
- RE: Seattle Earthquake, sharonb
- Seattle Earthquake, Stanley_P_Johnson
- Seattle Earthquake, Mark Oakford
- Horizontal vessels-Friction forces, Tom . Hunt
- Re: Horizontal vessels-Friction forces, Padmanabhan Rajendran
- RE: Foundation, Alfonso S Quilala
- Re: Horizontal vessels-Friction forces, Rick . Drake
- Re: Horizontal vessels-Friction forces, Christopher Wright
- Foundation wall shear., Mark Miller
- Re: Foundation Program: STADD vs. SAFE, Roy Sharif M. Sison
- RE: Foundation wall shear., Mark Pemberton
- RE: Foundation wall shear., Lutz, James
- Foundation wall shear., Roger Turk
- RE: Architect vs. Engineer, raul labbe
- RE: Foundation wall shear., Alfonso S Quilala
- RE: Horizontal vessels-Friction forces, Blomberg, Paul
- Re: Horizontal vessels-Friction forces, h . d . richardson
- Re: Foundation Program: STADD vs. SAFE, Mark Baker
- Re: Foundation Program: STADD vs. SAFE, Mark Baker
- RE: Post-Tensioned CMU, Glorio, Jr. Cortez
- Re: 6.2+ earthquake in Seattle, Nels Roselund
- Fwd: 7NCEE msg for SEAOC list serv, FEMCCLURE
- FW: Foundation Program: STADD vs. SAFE, T. Eric Gillham PE
- Re: Architect vs. Engineer, Randy Vogelgesang
- Re: Foundation Program: STADD vs. SAFE, Mark Baker
- Existing Bridge--Steel girders cast directly into concrete piers and abutments, Mattesons
- Re: Existing Bridge--Steel girders cast directly into concrete piers and abutments, Jake Watson
- horizontal vessels-friction forces, G. Bunkers
- Re: horizontal vessels-friction forces, Christopher Wright
- Fw: Coped beams, John Sieszycki
- RE: Coped beams, Charlie Carter
- Re: horizontal vessels-friction forces, Padmanabhan Rajendran
- Re: Foundation Program: STADD vs. SAFE, Ed . Haninger
- "Blown Away", Bill Polhemus
- Re: "Blown Away", thom@onlinepcg
- RE: "Blown Away", sharonb
- RE: "Blown Away", dadie
- Re: "Blown Away", Ralph Benson
- Re: "Blown Away", Scott Maxwell
- Re: "Blown Away", David B Merrick
- Re: "Blown Away", Gina Gobo
- RE: "Blown Away", Scott, William N.
- Av Aa for Huntsille, Alabama, nattamai mohanram
- Re: "Blown Away", Padmanabhan Rajendran
- Observation on Earthquakes, Architects, and Engineers, Ausgang
- Re: "Blown Away", John Riley
- RE: Observation on Earthquakes, Architects, and Engineers, Lutz, James
- Re: "Blown Away", HAWNENG
- Re: Av Aa for Huntsille, Alabama, Padmanabhan Rajendran
- RE: "Blown Away", Structuralist
- Re: Live Chat with Seismology Chair Douglas C. Hohbach, Shafat Qazi
- RE: "Blown Away", Structuralist
- Cable-stayed bridges, José Velásquez
- Re: "Blown Away", Walter Sawruk
- Re: "Blown Away", Efren Allan Yango
- Re: "Blown Away", Jim Kestner
- Deflagration, John Riley
- Existing Bridge--Steel girders cast directly into concrete piers, Mattesons
- To Bill Polhemus, Re: "Blown Away", h . d . richardson
- Re: "Blown Away", Bill Polhemus
- Re: "Blown Away", Bill Polhemus
- Lateral bracing of steel trusses, Simon Solorio
- RE: Lateral bracing of steel trusses, David Fisher
- Re: "Blown Away", Bill Polhemus
- Historic lumber grade, Tsuyoshi Ty Bunden
- Re: Lateral bracing of steel trusses, Dan Goodrich
- RE: Historic lumber grade, Cain, William
- Re: Historic lumber grade, {Mireille} {Maragakis}
- Energy, Rlfong
- Re: Deflagration, Bill Polhemus
- Existing Bridge--Steel girders cast directly into concrete piers and abutments, Stanley_P_Johnson
- Re: Lateral bracing of steel trusses, David Handy
- buried steel pipes, raul marino puebla mosquera
- Re: Deflagration, Nels Roselund
- Re: buried steel pipes, Edward Arrington
- RE: Deflagration, George Richards, P.E.
- RE: buried steel pipes, Bob Hanson
- RE: buried steel pipes, Lutz, James
- RE: buried steel pipes, Scott, William N.
- Drilled pier foundation, Padmanabhan Rajendran
- RE: Drilled pier foundation, Paul Crocker
- RE: buried steel pipes, nattamai mohanram
- E-MAIL SEARCH, Juan José Treff De la Mora
- Drilled pier foundation, Tom . Hunt
- Re: Drilled pier foundation, Padmanabhan Rajendran
- RE: Drilled pier foundation, Pat Ebner
- Re: Deflagration, Bill Polhemus
- Re: Historic lumber grade, Bill Polhemus
- buried steel pipes, Gratefulness, raul marino puebla mosquera
- RE: Drilled pier foundation, Paul Crocker
- Re: Drilled pier foundation, Tom . Hunt
- Horizontal Shear in Glue-Lams, Joseph R. Grill, PE
- Re: Existing Bridge--Steel girders cast directly into concrete piers, Rhkratzse
- Shaft, raul marino puebla mosquera
- Re: "Blown Away", David B Merrick
- Re: "Blown Away", sscholl2
- Re: "Blown Away", sscholl2
- Apologies from Ron for spamming the list, Rlfong
- Antenna Dish, T. Eric Gillham PE
- Base Plates, Nacionales Alex
- RE: Base Plates, Matthew Stuart
- Re: Antenna Dish, Nacionales Alex
- Re: Base Plates, Roy Sharif M. Sison
- RE: Lateral bracing of steel trusses, Dinmore, Gary
- Wind Loads-UBC vs. ASCE, Padmanabhan Rajendran
- RE: Base Plates, Jones, Mark A (Battle Creek)
- RE: Cable stayed bridges, Murphy, Thomas P
- Tension values for Nelson Studs, Jones, Mark A (Battle Creek)
- Re: Base Plates, John Riley
- Re: Blown away, JRHarris
- [Fwd: Virus Alert "NakedWife" virus.], Efren Allan Yango
- Upcoming Engineering Events, Becker, Rick
- drywall type shearwalls- l, dcarroll
- RE: drywall type shearwalls- l, Haan, Scott M.
- Re: Antenna Dish, Efren Allan Yango
- drywall type shearwalls- l, Mark Gilligan
- More Free Internet Home Security, Caldwell, Stan
- Re: drywall type shearwalls- l, Dan Goodrich
- RE: Wind Loads-UBC vs. ASCE, Steve Bigham
- RE: Tension values for Nelson Studs, Brian K. Smith
- Re: Lateral bracing of steel trusses, Stuart Lewis
- RE: drywall type shearwalls- l, Haan, Scott M.
- RE:handrail vert. spacing, Mark Trimble
- Re: Base Plates, Nels Roselund
- RE: drywall type shearwalls- l, Haan, Scott M.
- Re: drywall type shearwalls- l, JCohen
- RE: handrail vert. spacing, Sherman, William
- Re: Frame Stability and determination of K Factors, Mehdi M. Khabbazan
- RE: ETABS Error, Showerman & Stone Engineering
- Re: Bridge Live Load Distribution, Arvind Salecha
- RE: Base Plates, Mark Pemberton
- RE: ETABS Error, Lutz, James
- Open Web Joists/Structural Steel Shapes Lead Times, Canitz, Charles F NAB02
- RE: ETABS Error, Nicholas Blackburn
- RE: Concrete Problem, Rico Harzer
- Blown Away, Stanley_P_Johnson
- FRP @ beam-column joints, Mark Pemberton
- Re: ETABS Error, Eduardo López
- Re: Blown Away, L. Thomas Bayne
- Re: drywall type shearwalls- l, Chris Willcox
- Re: Wind Loads-UBC vs. ASCE, Chris Willcox
- Attic Venting, Amor & Annmarie Camatcho
- RE: Blown Away, Haan, Scott M.
- Re: ETABS Error, Anzar
- Re: Attic Venting, Samir Ghosn
- RE: Antenna Dish, T. Eric Gillham PE
- RE: Wind Loads-UBC vs. ASCE, T. Eric Gillham PE
- Re: Antenna Dish, James Lane, P.E.
- RE: Antenna Dish, T. Eric Gillham PE
- Roof Deck, Mitchell J. Sklar, MBA, P.E.
- Re: Attic Venting, Mehrdad Hemmati S.E.
- Re: Wind Loads-UBC vs. ASCE, James Lane, P.E.
- Lubrication for Sliding Connection, John MacLean
- Re: Antenna Dish, Greg Smith
- Re: Antenna Dish, John MacLean
- RE: Antenna Dish, Roger Turk
- RE: Lubrication for Sliding Connection, Sherman, William
- Re: Lubrication for Sliding Connection, James Lane, P.E.
- Re: Lubrication for Sliding Connection, John MacLean
- RE: Antenna Dish, T. Eric Gillham PE
- Re: drywall type shearwalls- l, sscholl2
- RE: Base Plates, Scott Maxwell
- Re: Antenna Dish, Neil Moore
- RE: Lubrication for Sliding Connection, Roger Davis
- RE: Lubrication for Sliding Connection, dcarroll
- Re: Antenna Dish, arman s rivera
- RE: Roof Deck, Jones, Mark A (Battle Creek)
- ibc 2000 adoption, dadie
- RE: Drilled pier foundation, Scott Maxwell
- RE: Antenna Dish, Armijo, John J (PWCSD 184)
- Re: ibc 2000 adoption, Scott Maxwell
- Re: Lubrication for Sliding Connection, Conrad Guymon
- Re: Lubrication for Sliding Connection, John Riley
- Re: handrail vert. spacing, Jim Kestner
- RE: Lubrication for Sliding Connection, Daley, John
- Re: Lubrication for Sliding Connection, David Finley
- Re: Lubrication for Sliding Connection, Kipp . A . Martin
- Re: Antenna Dish, JCohen
- FRP@beam-column joints, miked
- RE: handrail vert. spacing, Nicholas Blackburn
- Re: Lubrication for Sliding Connection, JCohen
- Exposure Category Constants (ASCE7-93), Chanel1096
- RE: ibc 2000 adoption, Haan, Scott M.
- RE: drywall type shearwalls- l, dcarroll
- RE: drywall type shearwalls- l, Gerard Madden
- Re: drywall type shearwalls- l, Dan Goodrich
- Courbon's Distribution factors., Arvind Salecha
- Re: Lubrication for Sliding Connection, h . d . richardson
- 10 Year Wind Conversion, richard lewis
- RE: 10 Year Wind Conversion, Effland, Greg
- Re: 10 Year Wind Conversion, h . d . richardson
- Seoul Factory, Dir: David Carolan
- Re: 10 Year Wind Conversion, Bill Polhemus
- schoo l- roof snow 125 psf - top hung joist hangers over two laye rs existing gypsum wall board, Haan, Scott M.
- test-delete, Norm Brudigam
- Re: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Pat Clark
- RE: ibc 2000 adoption, Scott, William N.
- Conference, Abe Knapp
- Structural system statistics, Matthew Tonello
- Re: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Dan Goodrich
- Re: Conference, Scott Maxwell
- RE: Seoul Factory, Min Young Park
- Re: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Paul Feather
- RE: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Bill Marczewski
- RE: Structural system statistics, Heath Mitchell
- Re: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Monty Hart
- Rigid Diaphragm, frp2000
- RE: drywall type shearwalls- l, Structuralist
- RE: drywall type shearwalls- l, Structuralist
- RE: Rigid Diaphragm, Nicholas Blackburn
- RE: Rigid Diaphragm, T. Eric Gillham PE
- Re: Rigid Diaphragm, Conrad Guymon
- RE: drywall type shearwalls- l, Haan, Scott M.
- Re: Rigid Diaphragm, frp2000
- Re: Rigid Diaphragm, frp2000
- IBC 2000/ ACI 318-99 - high seismic zone- concrete shearwalls w/ Vu>Acv*sqrt(f'c)- Requirement for horizontal reinforcement termination?, Haan, Scott M.
- [no subject], Gil Heungbae
- Re: Base Plates, Calvin Chang
- Re: drywall type shearwalls- l, John Rose
- e-mail, McHugh Consulting
- (no subject), GEOHAK
- Re: Base Plates, Mark Gilligan
- RE: Seoul Factory, Mark Gilligan
- Re: Horizontal Shear for Bolted Connections in Glulam, Bruce Pooley
- Re: question, RGRAYAIA
- [no subject], Hafez AL-Sadeq
- Thanks-for base plates responses, Nacionales Alex
- RE: Seoul Factory, Scott Maxwell
- Wood Truss Web Bracin Design, Frank Woeste
- Re: American Know-How, h . d . richardson
- Re: Wood Truss Web Bracin Design, Dusit Roongsang
- RE: drywall type shearwalls- l, Structuralist
- Re: question, gbuydens
- Re: American Know-How, gbuydens
- RE: American Know-How, Haan, Scott M.
- RE: American Know-How, David Fisher
- email, Gil Addo
- Braced Steel Frame System Question, Efren Allan Yango
- Re: American Know-How, Paul Ransom
- Re: American Know-How, h . d . richardson
- Re: American Know-How, Roger Turk
- RE: Braced Steel Frame System Question, Structuralist
- RE: Rigid Diaphragm, T. Eric Gillham PE
- One for the lawyers?, James Lane, P.E.
- Re: Seoul Factory, ±è¿µÈ£
- Re: Coefficient of Friction, ±è¿µÈ£
- Re: Rigid Diaphragm, ±è¿µÈ£
- Re: question, ±è¿µÈ£
- Re: One for the lawyers?, sscholl2
- Seoul Factory, Youngho Kim
- Re: Rigid Diaphragm, Youngho Kim
- Re: Coefficient of Friction, Youngho Kim
- Re: American Know-How, Peter Higgins
- RE: American Know-How, Sherman, William
- Re: Braced Steel Frame System Question, h . d . richardson
- Re: One for the lawyers?, Bill Polhemus
- RE: One for the lawyers?, Adair, Joel
- connection detail, Kent LaRose
- PLT of AutoCAD, Joseph Harouni
- Re: PLT of AutoCAD, Alden Manipula
- RE: One for the lawyers?, Structuralist
- Re: One for the lawyers?, Dan Goodrich
- Re: One for the lawyers?, Alden Manipula
- Re: One for the lawyers?, Greg Smith
- RE: One for the lawyers?, Sherman, William
- RE: Braced Steel Frame System Question, Haan, Scott M.
- RE: Braced Steel Frame System Question, Harper, Mark
- Shear wall horizontal steel engaging end verticals when Vu>Acv*sq rt(f'c). 1997 UBC 1921.6.2.2 vs. IBC - ACI318/R99 Sect. 21.6.2.1, Haan, Scott M.
- Re: PLT of AutoCAD, Youngho Kim
- Re: PLT of AutoCAD, Pat Clark
- Re: PLT of AutoCAD, Gil Brock
- Drift Control, raul labbe
- NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, COEngineer
- RE: One for the lawyers?, Christopher Wright
- Re: Limits of Concrete Construction Joints, Nicholas Blackburn
- FYI: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
- RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
- RE: NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, Mark Gilligan
- RE: Drift Control, T. Eric Gillham PE
- Re: Braced Steel Frame System Question, Efren Allan Yango
- Scour, Randy Russ
- RE: Limits of Concrete Construction Joints, Dinmore, Gary
- RE: Rigid Diaphragm, Walter Sheen
- RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Mark Gilligan
- RE: Rigid Diaphragm, Walter Sheen
- need help, Daniel Singgih Rusdy
- RE: Scour, Dinmore, Gary
- Re: need help, Paul Feather
- Structural Engineer: Cecil Balmond in Wired Magazine, Neil Moore
- BR beams, David Handy
- FW: [AEC-Residential] Beach House Foundation, Gary Gill
- RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
- Re: [AEC-Residential] Beach House Foundation, David Finley
- Re: FW: [AEC-Residential] Beach House Foundation, Neil Moore
- EXCEL question, Henrik Nazarian
- RE: EXCEL question, Daley, John
- RE: EXCEL question, Daley, John
- software library, NDZ28
- Re: need help, samet seyhan
- RE: NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, Rex Donahey
- Re: How to leave Seaint, Jim Kestner
- 2001 CA SE Exam, Gerard Madden
- 2001 CA SE Exam, Gerard Madden
- Re: 2001 CA SE Exam, Scott Maxwell
- Re: need help, Nels Roselund
- RE: EXCEL, Mark Miller
- Re: 2001 CA SE Exam, Rick . Drake
- Re: 2001 CA SE Exam, Wael Shabana
- Re: NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, COEngineer
- FW: Shear wall horizontal steel engaging end verticals when Vu>Ac v*sqrt(f'c), Haan, Scott M.
- RE: 2001 CA SE Exam, Bill Marczewski
- RE: 2001 CA SE Exam, Gerard Madden
- Re: 2001 CA SE Exam, Gerard Madden
- Re: [AEC-Residential] Beach House Foundation, sscholl2
- Re: 2001 CA SE Exam, Scott Maxwell
- Just for fun - Battlebots, Structuralist
- RE: Structural Engineer: Cecil Balmond in Wired Magazine, Structuralist
- Re: NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, Mark Gilligan
- Re: Seoul Factory, M Hariharan/engg
- RE: 2001 CA SE Exam, Albert Meyer
- Re: Just for fun - Battlebots, Alden Manipula
- Re: NEW ACI 355.2- BIG CHANGES LIKELY FO, Roger Turk
- REACH, Aaron Burkhardt
- RE: 2001 CA SE Exam, Paul Crocker
- RE: How to leave Seaint, Lao, Larry
- Re: [AEC-Residential] Beach House Foundation, JCohen
- Fwd: NEW ACI 355.2- BIG CHANGES LIKELY FO, COEngineer
- Fwd: NEW ACI 355.2- BIG CHANGES LIKELY FO, Mark Gilligan
- RE: How to leave Seaint, Shafat Qazi
- Re: Just for fun - Battlebots, Christopher Wright
- RE: How to leave Seaint, Shafat Qazi
- Fw: ACI 355.2 - Proposed Test Criteria for Post-Installed Anchors, Nels Roselund
- Structural Engineer magazine, Yang, Yi
- Re: Structural Engineer magazine, Nels Roselund
- RE: Structural Engineer magazine, Yang, Yi
- QUERY: Fatigue, Bill Polhemus
- Division 95 retro-fit of concrete tilt-up building, Lynn
- seismic at retaining wall, Mark Pemberton
- Re: Division 95 retrofit of concrete tilt-up building, npitera
- Re: Just for fun - Battlebots, Bill Polhemus
- expansion joints in steel pipes, raul marino puebla mosquera
- Re: Just for fun - Battlebots, Christopher Wright
- Re: Just for fun - Battlebots, Efren Allan Yango
- RE: Just for fun - Battlebots, Structuralist
- RE: NEW ACI 355.2- BIG CHANGES LIKELY FO, Structuralist
- Wind drift requirement, tlee4
- 1997 UCBC Section A506.3 Development of Anchor Loads into Diaphr agm, Rodriguez, Marlou
- Fw: ACI 355.2 - Proposed Test Criteria for Post-Installed Anchors, Peter Higgins
- Re: Just for fun - Battlebots, chuckuc
- Re: Just for fun - Battlebots, Patrick Rodgers
- RE: Wind drift requirement, Jones, Mark A (Battle Creek)
- RE: Just for fun - Battlebots, Christopher Wright
- RE: need help, Structuralist
- RE: [AEC-Residential] Beach House Foundation, Structuralist
- RE: ACI 355.2 - issue - THE BIGGER QUESTION ON CODE CREATION, Structuralist
- RE: REACH, Structuralist
- RE: Just for fun - Battlebots, Structuralist
- Re: QUERY: Fatigue, M Hariharan/engg
- RE: ACI 355.2 - issue - THE BIGGER QUESTION ON CODE CREATION, Mark Gilligan
- Rope way for river crossing, harihar singh
- RE: Rope way for river crossing, Dinmore, Gary
- Rope way for river crossing, Roger Turk
- Re: Rope way for river crossing, John Schenne
- RE: Wind drift requirement, Effland, Greg
- Re: QUERY: Fatigue, Christopher Wright
- Re: Rope way for river crossing, Christopher Wright
- RE: Wind drift requirement, Sprague, Harold O.
- RE: ACI 355.2 - issue - THE BIGGER QUESTION ON CODE CREATION, Peter Higgins
- Re: Just for fun - Battlebots, Martin W. Johnson
- fwd: Humor [Billing adjustment], Dan Zach
- Re: Rope way for river crossing, Neil Moore
- Re: fwd: Humor [Billing adjustment], Padmanabhan Rajendran
- Dome Analysis, Nels Roselund
- Re: Rope way for river crossing, Juan C. Gray
- RE: Dome Analysis, Ampuero, Jhon
- RE: Dome Analysis, Effland, Greg
- RE: Dome Analysis, Lutz, James
- RE: Dome Analysis, Adair, Joel
- RE: Drift Control, Francisco Diego
- RE: Rope way for river crossing, Sprague, Harold O.
- Re: Dome Analysis, Dan Goodrich
- RE: Dome Analysis, Adair, Joel
- RE: Dome Analysis, Roger Turk
- RE: 1997 UCBC Section A506.3 Development of Anchor Loads into Diaphragm, Ken Tarlow
- 1950 Rebar, Tom . Hunt
- 97 ubc section 1630.8.2.1, D.A.
- RE: 97 ubc section 1630.8.2.1, Structuralist
- RE: 97 ubc section 1630.8.2.1, Jim Pearson
- ratio D/t in buried steel pipes, raul marino puebla mosquera
- Re: 97 ubc section 1630.8.2.1, D.A.
- IMPORTANT - AEC-Residential & SE-Practice Listservices will be down for one to two weeks., Structuralist
- Re: software library, David B Merrick
- off-topic HP Design Jet 500 plotter, Ken Peoples
- Re: fwd: Humor [Billing adjustment], Ray Pixley
- California SE Exam, Yang, Yi
- RE: 1950 Rebar, Sprague, Harold O.
- Re: 97 ubc section 1630.8.2.1, Paul_Reilly
- Re: California SE Exam, Scott Maxwell
- California SE Exam, Peter Higgins
- ACI 355.2, Richard E. Klingner
- Re: ratio D/t in buried steel pipes, h . d . richardson
- Re: California SE Exam, sscholl2
- cement dust explosion hazard, Ken Peoples
- RE: ratio D/t in buried steel pipes, Lutz, James
- Re: California SE Exam, Ed . Haninger
- RE: California SE Exam, Mark Pemberton
- RE: cement dust explosion hazard, Jack Creviston
- Re: 97 ubc section 1630.8.2.1, Russell Berkowitz
- RE: 97 ubc section 1630.8.2.1, Martin W. Johnson
- Re: cement dust explosion hazard, JCohen
- Re: cement dust explosion hazard, Padmanabhan Rajendran
- RE: cement dust explosion hazard, Cain, William
- Re: Filthiest job I ever had, Jim Kestner
- Re: cement dust explosion hazard, John Riley
- 1997 UBC Earthquake Regulations Seminar, Shafat Qazi
- Fwd: Re: cement dust explosion hazard, Padmanabhan Rajendran
- Re: off-topic HP Design Jet 500 plotter, barry2
- Rebar Grades, Pat Bachman
- Salary Survey Raw Data Access, Shafat Qazi
- RE: Rebar Grades, Panos Trochalakis
- Masonry Floor Systems, Zachary Goswick
- RE: 97 ubc section 1630.8.2.1, Structuralist
- Re: Filthiest job I ever had, Padmanabhan Rajendran
- RE: Wind Loads-UBC vs. ASCE, dcarroll
- RE: Rebar Grades, Mark Pemberton
- RE: Wind Loads-UBC vs. ASCE, croper
- Re: Filthiest job I ever had, Christopher Wright
- RE: Masonry Floor Systems, Roger Davis
- storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- Camber in Glulam, Alfonso S Quilala
- Re: 1950 Rebar, M Hariharan/engg
- Re: Rebar Grades, h . d . richardson
- Re: 1950 Rebar, Rlfong
- Re: Rebar Grades, M Hariharan/engg
- Re: QUERY: Fatigue, M Hariharan/engg
- Re: 1950 Rebar, M Hariharan/engg
- [no subject], M. Moayyedian
- RE: cement dust explosion hazard, Ayeni, Isaac (IAAY)
- ACI 355.2, Peter Higgins
- Re: QUERY: Fatigue, Christopher Wright
- 28 February 2001 Nisqually Earthquake - any storage rack damage?, Haan, Scott M.
- storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Re: 28 February 2001 Nisqually Earthquake - any storage rack damage?, Scott Maxwell
- RE: 1950 Rebar, Sprague, Harold O.
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- RE: ACI 355.2, Structuralist
- RE: ACI 355.2, Mark Gilligan
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- RE: ACI 355.2, Structuralist
- RE: ACI 355.2, Mark Gilligan
- Re: Rebar Grades, Tom . Hunt
- Top Rebar??, Tom . Hunt
- RE: ACI 355.2, Structuralist
- New Spreadsheet Productivity Tools, Structuralist
- Re: Rebar Grades, Roger Turk
- Liability Insurance premium, Ed Latthitham
- Re: software library, frp2000
- Re: Top Rebar??, Calvin Chang
- Re: Liability Insurance premium, Neil Moore
- RE: ASCE 7-98 Wind Provisions, T. Eric Gillham PE
- FW: ASCE 7-98 Wind Provisions, T. Eric Gillham PE
- Weld Plates in Concrete, Larry Hauer
- damaged columns, Steve Kramer
- Re: Top Rebar??, David Finley
- RE: Top Rebar??, Sprague, Harold O.
- Re: Top Rebar??, Michael Bryson
- RE: ASCE 7-98 Wind Provisions, Tom . Hunt
- ACI procedures for 355.2 test method, DFalcone
- Re: Weld Plates in Concrete, Neal Root
- RE: ACI procedures for 355.2 test method, dcarroll
- RE: Top Rebar??, Sherman, William
- re/ Top Rebar ??, Rick . Drake
- Re: Camber in Glulam, Bruce Pooley
- Re: ACI 355.2, COEngineer
- RE: QUERY: Fatigue, Paul Pilarski
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sid Danandeh
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- RE: Liability Insurance premium, Julie, Jeff and Max
- RE: ACI procedures for 355.2 test method, Structuralist
- 1950 Rebar, Stanley_P_Johnson
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- RE: 1950 Rebar, Sprague, Harold O.
- RE: storage racks with partially restrained moment connections, Christopher Wright
- Florida Coast custom home, Steve Hiner
- IBC response spectrum analysis: Is accidental torsion required? S ee IBC 1618.8., Haan, Scott M.
- Re: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Paul Feather
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sid Danandeh
- 28 February 2001 Nisqually Earthquake - any storage rack damage?, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: IBC response spectrum analysis: Is accidental torsion required? See IBC 1618.8., Mike Valley
- RE: ACI 355.2, Peter Higgins
- Re: ACI procedures for 355.2 test method, Nels Roselund
- Re: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Please watch New Virus "Snow white"!!, Dan Zach
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Please watch New Virus "Snow white"!!, Dan Zach
- Chicago SKYSCRAPER Cladding Problems, Rbengrguy
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- Re: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Paul Feather
- ACI procedures for 355.2 test method, Peter Higgins
- Re: ACI 355.2, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Re: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Re: Chicago SKYSCRAPER Cladding Problems, Nels Roselund
- Re: Florida Coast custom home, Laurence B. Oeth
- TGA Information--Structural Engineering Position, Tommy Glover
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Fwd: Re: Skyscrapers, Rbengrguy
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Re: ACI 355.2, Mark Gilligan
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Re: ACI procedures for 355.2 test method, Rick . Drake
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Bridge Navigation Lighting, David Finley
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- FW: seismic at retaining wall, Mark Pemberton
- RE: seismic at retaining wall, Novak, Dan
- RE: seismic at retaining wall, Haan, Scott M.
- storage racks with partially restrained moment connections -, Becker, Rick
- RE: ACI 355.2, Structuralist
- Re: seismic at retaining wall, Dan Goodrich
- Just for fun..., Dave Adams
- RE: Just for fun..., Daley, John
- RE: Just for fun..., David Fisher
- Recommendation for engineer in Idyllwild California, Structuralist
- Re: Just for fun..., Nacionales Alex
- Fire Resistance Ratings, Heath Mitchell
- Online Publication for Download "Wood Truss Permanent Web Bracing Design", Structuralist
- RE: Fire Resistance Ratings, Structuralist
- Roof Deck, Mitchell J. Sklar, MBA, P.E.
- Perforated Shearwall Adjustment Factor reference, David B Merrick
- RE: Perforated Shearwall Adjustment Factor reference, Haan, Scott M.
- RE: Perforated Shearwall Adjustment Factor reference, Structuralist
- [no subject], namvy
- Re: Perforated Shearwall Adjustment Factor reference, John Rose
- Re: Just for fun..., Eric Chau
- RE: Roof Deck, dcarroll
- Re: damaged columns, Youngho Kim
- Re: Top Rebar??, Youngho Kim
- Re: IBC response spectrum analysis: Is accidental torsion required? See IBC 1618.8., Youngho Kim
- RE: Roof Deck, Armijo, John J (PWCSD 184)
- Shotcrete, Jason Kilgore
- RE: Shotcrete, Dinmore, Gary
- RE: Shotcrete, Paul Crocker
- Re: Perforated Shearwall Adjustment Factor reference, Paul_Reilly
- Shotcrete, Roger Turk
- Re: Shotcrete, Jason Kilgore
- Re: damaged columns, Rick . Drake
- Re: ACI 355.2, sscholl2
- [no subject], Evan Mizue
- Metal Deck "18 GA HSB-36 Deck"?, M Lin
- Re: Perforated Shearwall Adjustment Factor reference, David B Merrick
- RE:, Structuralist
- Re:, Pat Clark
- RE: Perforated Shearwall Adjustment Factor reference, Haan, Scott M.
- RE: Metal Deck "18 GA HSB-36 Deck"?, Daley, John
- RE: Metal Deck "18 GA HSB-36 Deck"?, Ramirez, Victor
- Re:, Conrad Guymon
- Re: Metal Deck "18 GA HSB-36 Deck"?, Conrad Guymon
- Re: Metal Deck "18 GA HSB-36 Deck"?, Conrad Guymon
- Concrete: Shrinkage limit of .048?, Joyce Fuss
- RE: Metal Deck "18 GA HSB-36 Deck"?, Padmanabhan Rajendran
- Re: ACI procedures for 355.2 test method, Peter Higgins
- Wood Screws, Michael Bryson
- Re: ACI 355.2, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Re: Wood Screws, Mike Perakis
- Re: Wood Screws, Gerard Madden
- RE: ACI 355.2, Cain, William
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- RE: Concrete: Shrinkage limit of .048?, Sprague, Harold O.
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Re: ACI 355.2, COEngineer
- RE: Concrete: Shrinkage limit of .048?, Joyce Fuss
- RE: Concrete: Shrinkage limit of .048?, Sprague, Harold O.
- Re: Shotcrete, Roger Turk
- Metal Deck "18 GA HSB-36 Deck" (2), M Lin
- perforated plywood shear wall equation (improved), David B Merrick
- RE: perforated plywood shear wall equation (improved), Haan, Scott M.
- Re: ACI 355.2, COEngineer
- RE: Metal Deck "18 GA HSB-36 Deck" (2), Panos Trochalakis
- perforated shear wall equaiton correction, David B Merrick
- ACI Thread - (Lack) of response - the other story, Structuralist
- Can cement dust explode?, Sprague, Harold O.
- correction for RE: perforated shear wall equation correction, Haan, Scott M.
- RE: perforated shear wall equaiton correction, Haan, Scott M.
- Wage Busting, Rbengrguy
- Changes to the Structuralist.Net Discussion Topics, Structuralist
- Re: FW: seismic at retaining wall, Suresh Acharya
- PowerPoint presentation, John P. Riley
- Re: Shotcrete, Wael Shabana
- RE: PowerPoint presentation, Jack Creviston
- RE: PowerPoint presentation, Sprague, Harold O.
- Re: PowerPoint presentation, Angie
- RE: Concrete: Shrinkage limit of .048?, Jim Todd
- RE: Wage Busting, Todd Hill
- Re: FW: seismic at retaining wall, Dan Goodrich
- RE: PowerPoint presentation, Jones, Mark A
- Cost Analysis, Jason Kilgore
- RE: Wage Busting, David Fisher
- RE: Cost Analysis, David Fisher
- Re: FW: seismic at retaining wall, Tom . Hunt
- RV: steel fibers reinforced concrete, Maria Laura Godoy
- RE: Concrete: Shrinkage limit of .048?, Sprague, Harold O.
- RE: Wage Busting, Bob Hanson
- RE: Concrete: Shrinkage limit of .048?, Fredericks, Douglas/SAC
- RE: Cost Analysis, Robert Rollo
- RE: steel fibers reinforced concrete, Scott, William N.
- RE: Wage Busting, Haan, Scott M.
- RE: Concrete: Shrinkage limit of .048?, Bill Polhemus
- RE: ACI 355.2, Peter Higgins
- RE: PowerPoint presentation, Christopher Wright
- Re: Cost Analysis, Conrad Guymon
- RE: Cost Analysis, Matthew Stuart
- Re: Wage Busting, vicpeng
- RE: Cost Analysis, Daley, John
- Re: FW: seismic at retaining wall, Suresh Acharya
- Wood Joist TJI/15 DF, Melina N Lin
- RE: Cost Analysis, Sprague, Harold O.
- Re: Wage Busting, vicpeng
- RE: Wage Busting, Haan, Scott M.
- California Special Wind Regions, Stanley_P_Johnson
- RE: Wage Busting, Haan, Scott M.
- Re: PowerPoint presentation, Arun Niyogi
- concrete foundation recommendation, JGPE1
- Re: Wood Joist TJI/15 DF, Mike Perakis
- Live Caht with Seismology Chair, Shafat Qazi
- RE: Metal Deck "18 GA HSB-36 Deck"?, Melina N Lin
- Re: steel fibers reinforced concrete, desi j kiss
- RE: concrete foundation recommendation, Albert Meyer
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- Re: Wood Joist TJI/15 DF, Paul_Reilly
- Concrete: Shrinkage limit of .048?, Stanley_P_Johnson
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Regis King
- RE: Live Chat with Seismology Chair, Structuralist
- W8 Reinforcement, Michael Zaitz
- RE: Wood Joist TJI/15 DF, Structuralist
- RE: W8 Reinforcement, Clint Strain
- RE: Wage Busting, Eric Green
- Re: W8 Reinforcement, Mark D. Anderson PE
- RE: Wage Busting, Structuralist
- Re: W8 Reinforcement, Padmanabhan Rajendran
- Re: W8 Reinforcement, Jim Kestner
- RE: Wage Busting, David Fisher
- Re: W8 Reinforcement, Conrad Guymon
- Re: Just for fun..., Dimitris P. Zeccos
- Re: Wage Busting, vicpeng
- RE: Wage Busting, Haan, Scott M.
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Computer Related, UNDELETE, Joseph Harouni
- RE: Wage Busting, Regis King
- Re: W8 Reinforcement, h . d . richardson
- Mathcad Templates for Cold-Form Steel Design - Structuralist.Net, Structuralist
- RE: Wage Busting, Structuralist
- RE: Wage Busting, Structuralist
- question regarding string model by FEM, Mineo Morohashi
- Re: ACI procedures for 355.2 test method, COEngineer
- RE: Wage Busting, Structuralist
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
- Engineering Question, TahirQ
- RE: W8 Reinforcement, Novak, Dan
- Re: RE: Wage Busting, R.P. Mehrotra/engg
- Re: Cost Analysis, HAWNENG
- PowerPoint presentation, arman s rivera
- Re: Wage Busting, Fountain Conner
- Re: Wage Busting, Fountain Conner
- Re: Concrete: Shrinkage limit of .048?, Fountain Conner
- RE: Wage Busting, Structuralist
- RE: Engineering Question, Structuralist
- RE: RE: Wage Busting, Structuralist
- RE: Wage Busting, Gerard Madden
- RE: Wage Busting, Structuralist
- RE: Wage Busting, David Fisher
- RE: Power Point presentation, Murphy, Thomas P
- RE: Wage Busting, David Fisher
- RE: Wage Busting, David Fisher
- P.E. vs certified civil engineer, Jelena Bleiziffer
- ASCE Publication, Canitz, Charles F NAB02
- RE: Wage Busting, Structuralist
- RE: Wage Busting, Haan, Scott M.
- RE: Wage Busting, David Fisher
- Re: P.E. vs certified civil engineer, sscholl2
- Re: W8 Reinforcement, Michael Zaitz
- RE: Wage Busting, Haan, Scott M.
- Re: P.E. vs certified civil engineer, Jason Kilgore
- Re: P.E. vs certified civil engineer, Christopher Wright
- RE: Wage Busting, David Fisher
- structural supporting design for structural supporting design, namvy
- structural design to escalator and lift, namvy
- RE: Wage Busting, David Fisher
- RE: Cost Analysis, dcarroll
- Re: question regarding string model by FEM, h . d . richardson
- Re: P.E. vs certified civil engineer, Fountain Conner
- Television program on vibration, Sprague, Harold O.
- cathodic protection, Ken Peoples
- RE: P.E. vs certified civil engineer, David Fisher
- Re: P.E. vs certified civil engineer, Roger Turk
- RE: structural supporting design for structural supporting design, Sprague, Harold O.
- Re: cathodic protection, h . d . richardson
- Re: P.E. vs certified civil engineer, Jelena Bleiziffer
- RE: Cost Analysis, Sprague, Harold O.
- Computer Related, UNDELETE, Joseph Harouni
- Re: P.E. vs certified civil engineer, Paul Feather
- Polhemus.cc Listservices are (should be?) Back Online, Structuralist
- Re: P.E. vs certified civil engineer, Christopher Wright
- Boris Kraljevic - Avanse Program, Yank2002
- RE: Wage Busting, Hyndman, Keith
- RE: Wage Busting, David Fisher
- Re: Wage Busting, DORYWATER
- "Applebox" concrete formwork, Paul_Reilly
- RE: Wage Busting, Structuralist
- Post-tensioned Slab on ground, Hadi Tabatabaee
- RE: Wage Busting, Haan, Scott M.
- RE: Wage Busting, Tommy Glover
- RE: Metal Deck "18 GA HSB-36 Deck" (2), Harper, Mark
- RE: Wage Busting, Structuralist
- RE: Post-tensioned Slab on ground, Charles Espenlaub
- Re: P.E. vs certified civil engineer, Roger Turk
- RE: P.E. vs certified civil engineer, Haan, Scott M.
- RE: Wage Busting, Structuralist
- RE: Wage Busting, David Fisher
- RE: Wage Busting, Structuralist
- RE: Wage Busting, Structuralist
- Post-tensioned Slab on ground, Roger Turk
- RE: Wage Busting, Regis King
- RE: Wage Busting, David Fisher
- RE: Wage Busting, David Fisher
- RE: Boris Kraljevic - Avanse Program, Structuralist
- RE: Wage Busting, Haan, Scott M.
- RE: Wage Busting, Structuralist
- RE: Wage Busting, Structuralist
- RE: Cost Analysis, dcarroll
- RE: Wage Busting, David Fisher
- RE: Wage Busting, Structuralist
- Fwd: Jobs, Low wages, lost careers, Rbengrguy
- seismic design of cut&covers, sigalasi
- RE: Jobs, Low wages, lost careers, Bill Polhemus
- Re: Jobs, Low wages, lost careers, vicpeng
- Fw: Jobs, Low wages, lost careers, vicpeng
- "Applebox" concrete formwork, Mark Gilligan
- concrete foundation recommendation (repeat), JGPE1
- Wage Busting, H-1B and other stuff, Rbengrguy
- Berkeley Panelized Roof System, Roger Turk
- Re: Wage Busting, ParkerSCal
- Steel Roofs, Sherief S. Sakla
- Re: P.E. vs certified civil engineer, Paul Ransom
- Re: W8 Reinforcement, Paul Ransom
- Re: concrete foundation recommendation (repeat), Steven A.
- RE: Jobs, Low wages, lost careers, David Fisher
- RE: H-1b and Engineering Societies, David Fisher
- Re: Berkeley Panelized Roof System, John Rose
- Re: Berkeley Panelized Roof System, Roger Turk
- RE: Cost Analysis, dcarroll
- RE: damaged columns, dcarroll
- RE: "Blown Away", dcarroll
- testing, Alexo Huba
- Exploited H1b worker, Alexo Huba
- RE: Exploited H1b worker, David Fisher
- strengthening statistics/pictures, James Lee Nelson III
- RE: Exploited H1b worker, George Richards, P.E.
- Re: Exploited H1b worker, Christopher Wright
- RE: Exploited H1b worker, Structuralist
- Re: P.E. vs certified civil engineer, Jelena Bleiziffer
- Concrete Oil Retaining Structures, Mehdi M. Khabbazan
- structural pounding, Mehdi Kermani
- RE: "Applebox" concrete formwork, Matthew Stuart
- RE: ASCE Publication, Matthew Stuart
- Re: ACI 355.2, Peter Higgins
- Concrete Oil Retaining Structures, Tom . Hunt
- RE: Boris Kraljevic - Avanse Program, Francisco Diego
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: Exploited H1b worker, Bill Polhemus
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Seismic Design: Fresno CA, Lao, Larry
- RE: Seismic Design: Fresno CA, Todd Hill
- RE: Exploited H1b worker, Christopher Wright
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, mark_gorman
- Re: P.E. vs certified civil engineer, Drew A. Norman, SE
- Foundation Upgrade, Fariborz Tehrani
- Practical Design Seminar: Cold-Formed Steel, LGSEA
- RE: Jobs, Low wages, lost careers, Caldwell, Stan
- Re: P.E. vs certified civil engineer, Jason Kilgore
- RE: Jobs, Low wages, lost careers, David Fisher
- RE: P.E. vs certified civil engineer, Paul Crocker
- RE: Exploited H1b worker, Structuralist
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
- RE: Seismic Design: Fresno CA, Dave Adams
- Re: Metal Deck "18 GA HSB-36 Deck" (2), vercocll
- Re: P.E. vs certified civil engineer, Fountain Conner
- post tension slab on grade, D.A.
- RE: post tension slab on grade, Alfonso S Quilala
- Friends or Enemy's - a matter of respect, Structuralist
- RE: Friends or Enemy's - a matter of respect, George Richards, P.E.
- RE: Friends or Enemy's - a matter of respect, Structuralist
- QUERY: Protective Coatings for Concrete Structures, Bill Polhemus
- RE: Friends or Enemy's - a matter of respect, David Fisher
- RE: QUERY: Protective Coatings for Concrete Structures, Dinmore, Gary
- Off Topic: Good Engineering lasts forever, Mark Swink. CD
- RE: QUERY: Protective Coatings for Concrete Structures, Sprague, Harold O.
- RE: QUERY: Protective Coatings for Concr, Roger Turk
- RE: QUERY: Protective Coatings for Concrete Structures, Bill Polhemus
- RE: post tension slab on grade, Charles Espenlaub
- RE: Friends or Enemy's - a matter of respect, Structuralist
- re: Structural Pounding, fturner
- RE: Friends or Enemy's - a matter of respect, David Fisher
- RE: P.E. vs certified civil engineer, Bill Polhemus
- RE: Practical Design Seminar: Cold-Formed Steel, Bill Polhemus
- RE: QUERY: Protective Coatings for Concrete Structures, Sprague, Harold O.
- RE: Practical Design Seminar: Cold-Formed Steel, ken verco
- a matter of respect for all, dadie
- Re: P.E. vs certified civil engineer, Jason Kilgore
- RE: a matter of respect for all, David Fisher
- RE: Practical Design Seminar: Cold-Formed Steel, Francisco Duarte
- Re: post tension slab on grade, Jason Kilgore
- Bowman trusses, Drew Morris
- Re: QUERY: Protective Coatings for Concrete Structures, Fountain Conner
- Re: P.E. vs certified civil engineer, Patty & Scott Dunham
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- Re: Practical Design Seminar: Cold-Formed Steel, David Finley
- RE: P.E. vs certified civil engineer, Bill Polhemus
- RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
- RE: Practical Design Seminar: Cold-Formed Steel, Bill Polhemus
- RE: QUERY: Protective Coatings for Concrete Structures, Bill Polhemus
- RE: Friends or Enemy's - a matter of respect, Structuralist
- ASCE Publication, Stanley_P_Johnson
- Re: P.E. vs certified civil engineer, DORYWATER
- Seismic/Eruption: A program for the visualization of seismicity a nd volcanic activity, Armijo, John J (PWCSD 184)
- 12WCEE, Ampuero, Jhon
- Re: P.E. vs certified civil engineer, Drew A. Norman, SE
- RE: P.E. vs certified civil engineer, Structuralist
- Re: Bowman trusses, Mike Perakis
- RE: PE Vs certified civil engineer, Sid Danandeh
- Re: 12WCEE, Clara P. Lau
- RE: PE Vs certified civil engineer [plan checker license requirem ent], Haan, Scott M.
- Re: P.E. vs certified civil engineer, Fountain Conner
- SEAOSC QAC release Inspection Program Sheet, Shafat Qazi
- Basic's of Retaining Wall - Online, Structuralist
- Re: seismic design of cut&covers, Calvin Chang
- GUIDELINE FOR EUROPEAN TECHNICAL APPROVAL OF METAL ANCHORS FOR US E IN CONCRETE (ETAG 001) - CURRENT STATUS, Kummerow
- RE: Practical Design Seminar: Cold-Formed Steel, Charles Espenlaub
- Re: Foundation Upgrade, Jake Watson
- Re: P.E. vs certified civil engineer, Jason Kilgore
- Old Metal Building - Tapered Moment Frame, Alden Manipula
- Old Metal Building - Tapered Moment Fra, Roger Turk
- RE: Old Metal Building - Tapered Moment Frame, Effland, Greg
- Earthquake Damage Photos, Roger Turk
- RE: Old Metal Building - Tapered Moment Frame, Bill Polhemus
- RE: Foundation Upgrade, David Fisher
- RE: Foundation Upgrade, Bill Polhemus
- RE: SEAOSC QAC release Inspection Program Sheet, Shafat Qazi
- RE: SEAOSC QAC release Inspection Program Sheet, Mark E. Deardorff
- Old Steel Section Properties, Kipp . A . Martin
- UBC Section 1612.2.1, Exception 2, Bill Allen, S.E.
- Re: Old Metal Building - Tapered Moment Frame, Jim Kestner
- RE: Old Steel Section Properties, Canitz, Charles F NAB02
- RE: Old Steel Section Properties, Jack Creviston
- RE: SEAOSC QAC release Inspection Progra, Roger Turk
- Re: Old Steel Section Properties, Nels Roselund, SE
- FW PE Vs.txt, Sid Danandeh
- RE: Foundation Upgrade, Sprague, Harold O.
- RE: Foundation Upgrade, Fariborz Tehrani
- Old Steel Section Properties, Roger Turk
- Re: Earthquake Damage Photos, Daniel Indrawan
- RE: UBC Section 1612.2.1, Exception 2, Mike Valley
- Re: UBC Section 1612.2.1, Exception 2, Michael Bryson
- RE: FW PE Vs.txt, Structuralist
- Re: Old Steel Section Properties, h . d . richardson
- Re: UBC Section 1612.2.1, Exception 2, Jason Emoto
- Re: Earthquake Damage Photos, Roger Turk
- Re: UBC Section 1612.2.1, Exception 2, Samir Ghosn
- RE: UBC Section 1612.2.1, Exception 2, Mark E. Deardorff
- RE: UBC Section 1612.2.1, Exception 2, Haan, Scott M.
- Re: Earthquake Damage Photos, Daniel Indrawan
- RE: Old Steel Section Properties, vlad
- RE: FW PE Vs.txt, George Richards, P.E.
- RE: FW PE Vs.txt, Haan, Scott M.
- Light Gage Metal Stud Walls, Monty Hart
- RE: Light Gage Metal Stud Walls, Jack Creviston
- Firewalls, Michael Zaitz
- Wood Screws, Jason Kilgore
- RE: Wood Screws, George Richards, P.E.
- RE: FW PE Vs.txt, Sid Danandeh
- Re: Firewalls, h . d . richardson
- Re: Firewalls, David B Merrick
- Re: Firewalls, Forrest Braun
- RE: Firewalls, Haan, Scott M.
- effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Haan, Scott M.
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
- RE: FW PE Vs.txt, Sid Danandeh
- 28 New Mathcad Template Uploads, Structuralist
- RE: FW PE Vs.txt, Structuralist
- Snow Depth, Matt Melcher
- RE: 28 New Mathcad Template Uploads, Scott Kent
- RE: FW PE Vs.txt, Sid Danandeh
- RE: 28 New Mathcad Template Uploads, Scott, William N.
- RE: 28 New Mathcad Template Uploads, Structuralist
- RE: FW PE Vs.txt, Structuralist
- Re: Snow Depth, Randy Vogelgesang
- Welding on bolts, Boh Jaw Woei
- Re: Snow Depth, William Nelson
- Re: Welding on bolts, Steven A.
- RE: Welding on bolts, Boh Jaw Woei
- Service-Life of Concrete Structure, 김양수
- RE: Welding on bolts, Sprague, Harold O.
- Re: Firewalls, Laura Watson
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Charles Espenlaub
- Re: Welding on bolts, Ausgang
- Re: Break Away Connectors, Jim Kestner
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
- effective length factor for sway moment, Roger Turk
- RE: Welding on bolts, Sprague, Harold O.
- Wood Shear Walls, Jason Kilgore
- Re: Wood Shear Walls, vicpeng
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Charles Espenlaub
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Effland, Greg
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Mark Gilligan
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Yousefi, Ben
- Re: RE: Welding on bolts, H Boge
- Re: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Scott A. Dunham, PE
- RE: Wood Shear Walls, Bill Polhemus
- RE: 28 New Mathcad Template Uploads, Bill Allen, S.E.
- RE: FW PE Vs.txt, Armijo, John J (PWCSD 184)
- RE: Lifting Devices, Bill Polhemus
- RE: seaint Digest for 29 Mar 2001, Matt Jordan
- Re: Wood Shear Walls, Forrest Braun
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
- Lifting Devices, H Boge
- RE: Lifting Devices, Rogers, Robert
- RE: RE: Welding on bolts, Sprague, Harold O.
- Re: RE: Welding on bolts, David P. Evangelista, PE
- Re: seaint Digest for 29 Mar 2001, Paul Feather
- RE: Lifting Devices, Eric Green
- ASTM Specification Question, Jonathan Mallard
- Re: Wood Shear Walls, David B Merrick
- RE: Lifting Devices, Padmanabhan Rajendran
- Re: ASTM Specification Question, Padmanabhan Rajendran
- Re: ASTM Specification Question, Drew A. Norman, SE
- ACI 350 code for public review, Sherman, William
- RE: ASTM Specification Question, Adair, Joel
- Aluminum stair stringers?, Dan Goodrich
- Snow Depth, Stanley_P_Johnson
- RE: ASTM Specification Question, Sprague, Harold O.
- RE: Lifting Devices, Walter Sawruk
- Parking deck, Brad Smith
- RE: FW PE Vs.txt, Structuralist
- RE: effective length factor for sway moment frames? K for frame s wit h partially restrained connections?, Haan, Scott M.
- Re: Parking deck, Neil Moore
- RE: Wood Shear Walls, Haan, Scott M.
- Re: Parking deck, Jason Kilgore
- Re: Parking deck, Conrad Guymon
- Re: Parking deck, Laura Watson
- IBC Code Change Moratorium in 2003, Roger Turk
- Re: Parking deck, Mark Ketchum
- RE: Lifting Devices, Rogers, Robert
- Re: seaint Digest for 29 Mar 2001, Conrad Guymon
- Re: Lifting Devices, David Finley
- RE: Wood Shear Walls, Paul Crocker
- Re: Wood Shear Walls, Neil Moore
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Haan, Scott M.
- RE: IBC Code Change Moratorium in 2003, Yousefi, Ben
- RE: Wood Shear Walls, Structuralist
- Re: Wood Shear Walls, David B Merrick
- RE: Wood Shear Walls, Haan, Scott M.
- Re: Parking deck, Brad Smith
- Welding on pressure vessels, Patrick Rodgers
- RE: Lifting Devices, HAWNENG
- Re: Seismic-Eruptions, vicpeng
- RE: IBC Code Change Moratorium in 2003, Roger Turk
- Re: Lifting Devices, Fountain Conner
- Re: Welding on bolts, Fountain Conner
- Re: Lifting Devices, Min Young Park
- Service-Life of Concrete Structure, ???
- RE: FW PE Vs.txt, Structuralist
- RE: Seismic-Eruptions, Structuralist
- Re: Welding on pressure vessels, r nester
- Re: Lifting Devices, Fountain Conner
- StaadPro Editing Question, RainCat1
- stairs to attic, Noahimport
- pressure vessels, G. Bunkers
- Re: Service-Life of Concrete Structure, Nels Roselund, SE
- Re: Lifting Devices, h . d . richardson
- Re: Welding on pressure vessels, Rick . Drake
- Re: StaadPro Editing Question, Brad Smith
- SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
- Re: Seismic-Eruptions, vicpeng
- RE: stairs to attic, Byainc
- iCivilEngineer - highly recommended new website for Civil-Structural Engineers, Structuralist
- [no subject], Structuralist
- Steel Col.-Beam Strength Ratio, Joseph R. Grill, PE
- FEMA-353, Joseph R. Grill, PE
Mail converted by MHonArc