SEAINT Mail Archive 1999 (Oct-Dec)
Civil and Structural Engineering discussions by date
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Messages: 2454
- Re: Wood structure with wood diaprhagm - question on disconntinuity, SDGSE
- Re: Wood structure with wood diaprhagm - question on disconntinuity, SDGSE
- Sheet Piling Vibration Effects, James F Fulton
- RE: Threaded Stainless Steel Rod, Harold Sprague
- FW: METRIC - WHAT IS IT GOING TO TAKE????, Antonio J. Arthay, P.E.
- RE: Threaded Stainless Steel Rod, Christopher Wright
- State Code (DSA vs OSHPD), Eddie Gonzalez
- RE: METRIC - WHAT IS IT GOING TO TAKE????, Bill Polhemus
- RE: Salary Survey, Chad Grinsteiner
- Re: FW: METRIC - WHAT IS IT GOING TO TAKE????, David Hall
- Galvanized Structural Steel A440, David Hall
- RE: Salary Survey, Bill Allen
- RE: Salary Survey, Aya-Welland, Ruben A.
- RE: Galvanized Structural Steel A440, Harold Sprague
- RE: Galvanized Structural Steel A440, Olive, Harry
- Re: RE: Galvanized Structural Steel A440, David Hall
- RE: Sheet Piling Vibration Effects, Ed Marshall
- RE: Galvanized Structural Steel A440, carter
- Re: FW: METRIC - WHAT IS IT GOING TO TAKE????, Phil Hodge
- RE: Salary Survey, Scott Maxwell
- Re: Galvanized Structural Steel A440, Christopher Wright
- Re: FW: METRIC - WHAT IS IT GOING TO TAKE????, PEC - Lake City
- Re: Salary Survey, Scott Maxwell
- RE: Salary Survey, Scott Maxwell
- Re: Sheet Piling Vibration Effects, Walter Sawruk
- RE: Galvanized Structural Steel A440, Harold Sprague
- Re: Parking Garage, PEC - Lake City
- RE: Galvanized Structural Steel A440, Jack_Creviston
- Re: FW: METRIC, Tom . Hunt
- architects vs engineers, JPRiley485
- Re: Galvanized Structural Steel A440, Juan C. Gray
- RE: Metric - what is it going to take???, Darrell Hambley
- RE: Metric - what is it going to take???, Olive, Harry
- Two-Stage Analysis, Jeff Creagan
- RE: Metric - what is it going to take???, Bill Polhemus
- RE: Salary Survey, Roger Davis
- RE: Metric - what is it going to take???, Antonio J. Arthay, P.E.
- Re: Two-Stage Analysis, Michael Valley
- Re: SEAOC Seismic Design Manual Vol. 1, Daniel Indrawan
- Re: State Code (DSA vs OSHPD), Tom Liberty
- Re: Question for wood panel at SEAOC Convention, Mark T. Swingle
- Re: Question for wood panel at SEAOC Convention, Mark T. Swingle
- Bridge collapse, AGHBAL YOUNESSE
- Re: Question for wood panel at SEAOC Convention, Lynn
- RE: '97 SEAOC Blue book, Mark E. Deardorff
- RE: SEAOC Seismic Design Manual Vol. 1, Mark E. Deardorff
- Re: SEAOC Seismic Design Manual Vol. 1, Daniel Indrawan
- Re: Bridge collapse, Greg Smith
- RE: SEAOC Seismic Design Manual Vol. 1, Mark E. Deardorff
- Re: Salary Survey, Paul Ransom
- the bridge in morocco::: 3616 km long reallly???, Anand Kathula
- Re: the bridge in morocco::: 3616 km long reallly???, Jake Watson
- Re: '97 UBC Lateral Design - Envelope Solutions???? - Part 1, Seaintonln
- Re: the bridge in morocco::: 3616 km long reallly???, Greg Smith
- RE: '97 UBC Lateral Design - Envelope Solutions???? - Part 1, Mark E. Deardorff
- RE: KeyLat software, Mark E. Deardorff
- Vehicular Crash Barriers, Hasan Hindawi
- RE: the bridge in morocco::: 3616 km long reallly???, Bill Polhemus
- RE: Salary Survey, Bill Polhemus
- RE: Salary Survey, Aya-Welland, Ruben A.
- RE: UCI-CoLA Research, Silva John (sj)
- Re: UCI-CoLA Research, Greg Smith
- RE: Vehicular Crash Barriers, Al Grathwol
- RE: Vehicular Crash Barriers, Olive, Harry
- Re: State Code (DSA vs OSHPD), fturner
- Northridge Earthquake a Major "Event", Lynn
- Re: UCI-CoLA Research, Robert Kazanjy
- Conventional Framing Provisions Inadequate?, NRoselund
- Re: Northridge Earthquake a Major "Event", fturner
- Re: Northridge Earthquake a Major "Event", Michael Valley
- clay tile masonry (long), HP14X73
- Re: clay tile masonry (long), Greg Smith
- Re: Steel Books, Paul Crocker
- Re: Northridge Earthquake a Major "Event", Charles Greenlaw
- Metric Designation of Wire Reinforcement, Yang, Liao/ANC
- RE: Vehicular Crash Barriers, hmorera
- RE: Metric Designation of Wire Reinforcement, Paul Meyer
- RE: Vehicular Crash Barriers, hmorera
- RE: Metric Designation of Wire Reinforcement, Chui, Waan -
- Re: RE: Metric Designation of Wire Reinforcement, David Hall
- RE: Vehicular Crash Barriers, Al Grathwol
- Re: Northridge Earthquake a Major "Event", Ron O. Hamburger
- Re: Bridge collapse, hmorera
- RE: Northridge Earthquake a Major "Event", Yousefi, Ben
- Re: Northridge Earthquake a Major "Event", Lynn
- Re: SEAOC Seismic Design Manual Vol. 1, Daniel Indrawan
- RE: SEAOC Seismic Design Manual Vol. 1, Bill Allen
- New SEAOC Executive Office, Ron O. Hamburger
- Re: Vehicular Crash Barriers, Hasan Hindawi
- RE: Vehicular Crash Barriers, Olive, Harry
- Re: Vehicular Crash Barriers, Hasan Hindawi
- RE: Steel in very cold temperatures, Caldwell, Stan
- Plywood Diaphragm Values, Kipp Martin
- stiffener welded to tension flange?, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
- RV: stiffener welded to tension flange?, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
- =?utf-7?q?RE=3A_stiffener_welded_to_tension_flange=3F?=, =?utf-7?q?Al_Grathwol?=
- Re: '97 UBC Lateral Design - Envelope Solutions???? - Part 1, Robert Kazanjy
- Re: Metric Designation of Wire Reinforcement, James Lane, P.E.
- Re: Northridge Earthquake a Major "Event", fturner
- Hand-Calcs vs. Computer Calcs, Dave Adams
- RE: Steel in very cold temperatures, Yang, Liao/ANC
- RE: Hand-Calcs vs. Computer Calcs, Aya-Welland, Ruben A.
- RE: Steel in very cold temperatures, Caldwell, Stan
- RE: Hand-Calcs vs. Computer Calcs, Bill Polhemus
- RE: Hand-Calcs vs. Computer Calcs, Bill Polhemus
- RE: Steel in very cold temperatures, Paul Meyer
- RE: Plywood Diaphragm Values, Paul Rohrer
- Re: Hand-Calcs vs. Computer Calcs, Christopher Wright
- RE: Steel in very cold temperatures, Christopher Wright
- RE: Hand-Calcs vs. Computer Calcs, Bill Polhemus
- RE: Hand-Calcs vs. Computer Calcs, Paul Meyer
- Re: Hand-Calcs vs. Computer Calcs, Phil Hodge
- RE: Hand-Calcs vs. Computer Calcs, Bill Polhemus
- RE: Hand-Calcs vs. Computer Calcs, Bill Polhemus
- Hand calcs and Y2K, Paul Martin
- RE: Hand calcs and Y2K, Bill Polhemus
- Re: Hand calcs and Y2K, Paul Martin
- RE: Hand calcs and Y2K, Bill Polhemus
- sprog, JPRiley485
- RE: Steel in very cold temperatures, Scott, William N.
- Re: Northridge Earthquake a Major "Event", Lynn
- Re: stiffener welded to tension flange?, hmorera
- Re: sprog, vicpeng
- RE: Hand calcs vs. computer calcs, Dave Adams
- Need Senior Structural Estimator, Jim Anderson
- Engineers, Jim Anderson
- Removefromlist, Vin Kumar
- [no subject], Vin Kumar
- Apology, Paul Martin
- RE: Two-Stage Analysis, Sherman, William
- Seismic Design of Concrete Silos per ACI 313-97, Ed Marshall
- Re: Seismic Design of Concrete Silos per ACI 313-97, Pat Ebner
- RE: Hand calcs vs. computer calcs, Bill Polhemus
- New e-mail address., JSadler819
- HELP: Need Pointer to Published Review(s) of Structural Analysis/Design Software, Bill Polhemus
- RE: HELP: Need Pointer to Published Review(s) of Structural Analy sis/Design Software, Robert Rollo
- RE: HELP: Need Pointer to Published Review(s) of Structural Analysis/Design Software, Scott Melnick
- Engineers and Drafters Wanted, J. Karim Hosseinzadeh
- GR 55 Anchor Bolts, RainCat1
- Fwd: Serious, JohnOttCE
- Reinforcement Software, Ido Shimony
- Re: Fwd: Serious, Charley Hamilton
- RE: Fwd: Serious, Al Grathwol
- Re: Reinforcement Software, hmorera
- RE: Serious, Bill Polhemus
- All Together Now!, ECVAl3
- RE: Reinforcement Software, Bill Polhemus
- RE: Reinforcement Software, Bill Polhemus
- RE: Fwd: Serious, Bill Polhemus
- RPE Exam, Jack_Creviston
- RE: Reinforcement Software, hmorera
- UBC 97, Inverted V-bracing, Gunnar H. Isleifsson
- RE: UBC 97, Inverted V-bracing, carter
- RE: UBC 97, Inverted V-bracing, Khosrownia, Ghassem SPK
- Rolled Wide Flange Beams to Trolley Around Corners, Ed Fasula
- Virtual Seismology Committee - opinions and suggestions wanted, Seaintonln
- Link to the past, ECVAl3
- Re: Rolled Wide Flange Beams to Trolley Around Corners, Paul Martin
- RE:Eng.Song, ECVAl3
- RE: Rolled Wide Flange Beams to Trolley Around Corners, Gerard Madden
- Timber Retaining Wall, cantilever embedment, Paul_Reilly
- RE: GR 55 Anchor Bolts, Bob Shaw
- RE: Timber Retaining Wall, cantilever embedment, Ed Fasula
- Conventional Framing Provisions Inadequate? -Reply, David Puskas
- RE: UBC 97, Inverted V-bracing, Harold Sprague
- RE: Rolled Wide Flange Beams to Trolley Around Corners, Paul Meyer
- Re: Timber Retaining Wall, cantilever embedment, Robin Fried and Robert Shaffer
- UCBC Open Forum, David L. McCormick
- Re: Virtual Seismology Committee, Lynn H
- Glulam arch (Was: Re: Seismic load path), Rick Burch
- Re: Plywood Diaphragm Values, John Rose
- Removefromlist, Frederick H Wong
- listserve removal, Roseanne Sciacchitano
- Fwd: Virtual Seismology Committee - opinions and suggestions wanted, Byainc
- Re: Plywood Diaphragm Values, FEMCCLURE
- Re: Virtual Seismology Committee, Seaintonln
- FW: S beams, MKnight
- Re: Rolled Wide Flange Beams to Trolley Around Corners, r nester
- RE: Concrete Masonry Load Bearing Buildings, Khosrownia, Ghassem SPK
- SOIL DENSITY - COMPACTION TESTING, Mark Trimble
- Re: S beams, Fountain Conner
- Cost for review of drawings, David Handy
- RE: SOIL DENSITY - COMPACTION TESTING, Brian K. Smith
- Re: Rolled Wide Flange Beams to Trolley Around Corners, David P. Evangelista
- Concrete Masonry Load Bearing Buildings, Randy Diviney
- RE: SOIL DENSITY - COMPACTION TESTING, William Keil
- Re: Concrete Masonry Load Bearing Buildings, David Handy
- Concrete Masonry Load Bearing Buildings, Roger Turk
- RE: Concrete Masonry Load Bearing Buildings, Harold Sprague
- RE: Concrete Masonry Load Bearing Buildings, Al Grathwol
- Internet hoaxes, Chilton, Dave/ANC
- RE: Cost for review of drawings, William Keil
- RE: Concrete Masonry Load Bearing Buildings, William Keil
- RE: Cost for review of drawings, Antonio J. Arthay, P.E.
- RE: Cost for review of drawings, Khosrownia, Ghassem SPK
- RE: Computer model with tension only bracing??, Robert Rollo
- Re: Cost for review of drawings, Hasan Hindawi
- Computer model with tension only bracing??, Pat Ebner
- Computer model with tension only bracing, Roger Turk
- MSC - software surveys, Ed . Haninger
- removefromlist, Roseanne Sciacchitano
- RE: Computer model with tension only bracing??, Khosrownia, Ghassem SPK
- Re: 1997 UBC Section 1633.2.9.3, Byainc
- removefromlist, stevedalton
- Master-Slave Joint, Francis . Ang
- Super P, Harold Sprague
- 1997 UBC Section 1633.2.9.3, Bill Allen
- RE: Concrete Masonry Load Bearing Buildings, Michael Sloey
- RE: Cost for review of drawings, Harold Sprague
- steel stud products, Francisco Duarte
- Test- Please delete, Armijo, John J (PWCSD 273)
- Re: Cost for review of drawings, Constantine Shuhaibar
- RE: Link to the past, Antonio Arthay, P.E.
- RE: steel stud products, William Keil
- RE: Master-Slave Joint, Rogers, Robert
- RE: steel stud products, Connor, John A NWK
- R U going to ASCE Wind class in Atlanta?, PEC - Lake City
- RE: Master-Slave Joint, David Adie
- Re: Master-Slave Joint, Hasan Hindawi
- [Q]: Seismic bearing capacity of dense saturated sand ..., Rangelow, Peter IKS
- [Q]: Seismic bearing capacity of dense saturated sand ..., Mark Gilligan
- Re: steel stud products, ASQUILALA
- Re: RE: steel stud products, David Hall
- Re: steel stud products, Dave Morris
- Re: GR 55 Anchor Bolts, Bob Lea
- Re: Computer model with tension only bracing??, Greg Smith
- Re: Federal building code future, sasquake
- RE: Timber Retaining Wall, cantilever embedment, Ong Lim
- Re: Completly shearing a building (also answer to perforatedshearwalls) -Reply, sasquake
- remove from list, Niaz A. Nazir
- RE: remove from list, Gobo, Gina
- Re: Concrete in wall, what for?, sasquake
- Re: GR 55 Anchor Bolts, John Schenne
- STRUCTURAL DETAILS Drawings, TahirQ
- Brief Engineer Humor, Caldwell, Stan
- Re: Completly shearing a building (also answertoperforatedshearwalls), sasquake
- Re: Seismic zones and design values in Mongolia, sasquake
- RE: STRUCTURAL DETAILS Drawings, William Keil
- more engineer humor, Bruce Westermo
- costs arquitectural and structural plains, juan tamasco
- SOFT STORY, SEAOC SEISMIC DESIGN MANUAL #4, Mark Oakford
- Re: Salary Survey - Realty Check, sasquake
- Re: Salary Survey - The FEE or not the FEE, sasquake
- Re: 97 Code is a Life Safety Standard - Proverbs, sasquake
- Re: Salary Survey - The FEE or not the FEE, Seaintonln
- Re: Long term effect of concrete esposed fual oil, murat erbas
- Re: Salary Survey - Realty Check, r nester
- Steel frame wind resistance, Randy Diviney
- RE: Steel frame wind resistance, William Keil
- RE: Master-Slave Joint, Rex Donahey
- RE: Salary Survey - Realty Check, Mark E. Deardorff
- RE: Salary Survey - Realty Check, Bill Allen
- SEAW Application, Gobo, Gina
- RE: SEAW Application, James Hagensen
- file types, Greg Smith
- Composite (Steel Beam to Concrete Slab) Beams, Gerard Madden
- RE: Composite (Steel Beam to Concrete Slab) Beams, Aya-Welland, Ruben A.
- RE: Federal building code future, Ed Marshall
- Gusset plate and flitch plate design data, JGPE1
- RE: file types, Rex Donahey
- RE: Gusset plate and flitch plate design data, Ed Marshall
- RE: Master-Slave Joint, Rogers, Robert
- Re: Gusset plate and flitch plate design data, Richard Lewis
- RE: Master-Slave Joint, Christopher Wright
- Re: Composite (Steel Beam to Concrete Slab) Beams, Scott Maxwell
- RE: Master-Slave Joint, Rex Donahey
- Two Spreadsheet Questions, Seaintonln
- Re: Two Spreadsheet Questions, Christopher Garlick
- Re: Two Spreadsheet Questions, John O'Brien
- Re: file types, chuckuc
- Re: Steel frame wind resistance, Phil Hodge
- RE: Two Spreadsheet Questions, William Keil
- Duct Saddle Support, Blomberg, Paul
- RE: Master-Slave Joint, Bill Polhemus
- Re: Two Spreadsheet Questions, Seaintonln
- RE: Duct Saddle Support, Kipke, Richard
- Re: Two Spreadsheet Questions, Scott Maxwell
- Re: Residenitial design & Rigid diaph. spreadsheet, Hsun-Aoiang Lee
- RE: Duct Saddle Support, Christopher Wright
- Sloped metal deck diaphragms, David Handy
- 97 UBC Drift: ASD vs Strength Design, Larsen, Mark
- Re: Residenitial design & Rigid diaph. spreadsheet, Albert J. Meyer, Jr.
- Re: 97 UBC Drift: ASD vs Strength Design, Byainc
- Re: 97 UBC Drift: ASD vs Strength Design, SDGSE
- RE: Steel frame wind resistance, Khosrownia, Ghassem SPK
- RE: STRUCTURAL DETAILS Drawings, Khosrownia, Ghassem SPK
- STAAD, Chris Towne
- Enercalc 5, Gobo, Gina
- Shim Plates, Moore, Danny
- RE: STAAD, Bill Polhemus
- RE: STAAD, Khosrownia, Ghassem SPK
- RE: STAAD, Chui, Waan -
- RE: Shim Plates, Khosrownia, Ghassem SPK
- RE: STAAD, Bill Polhemus
- Re: 97 UBC Drift: ASD vs Strength Design, Michael Valley
- RE: STAAD, Dan Vines
- [no subject], David Evangelista, PE
- RE: Enercalc 5, Scott, William N.
- Re: STAAD, Michael Sloey
- LLC Discrimanation, Brent Koch
- RE: stainless steel & welding electrodes, Bob Shaw
- Re: stainless welding, Christopher Wright
- STAAD, Chris Towne
- Enercalc 5, Randy Diviney
- RE: STAAD, Bill Polhemus
- RE: stainless steel & welding electrodes, Harold Sprague
- Finishing a curved ceiling - need some advice, Seaintonln
- Re: Finishing a curved ceiling - need some advice, Jack_Creviston
- Re: LLC Discrimanation, Fountain Conner
- RE: Finishing a curved ceiling - need some advice, William Keil
- Re: Enercalc 5, Hasan Hindawi
- RE: Finishing a curved ceiling - need some advice, Roger Davis
- RE: Enercalc 5, Joseph Harouni
- Re: LLC Discrimanation, Greg Smith
- Re: 97 UBC Drift: ASD vs Strength Design, Jake Watson
- Re: Two Spreadsheet Questions, Jake Watson
- ASCE Forensic Engineering Technical Group, Los Angeles, SCHFUN
- DRAPER PRIZE, Rbengrguy
- Codes, vicpeng
- SEAOSC Steel SCBF Seminar - November 3rd, Mlcse
- Re: Finishing a curved ceiling - need some advice, r nester
- RE: LLC Discrimanation, Brent Koch
- RE: stainless steel & welding electrodes, Scott Maxwell
- Eurocode, Antonio Arthay, P.E.
- WELDING: Inspection of Plug Welds in Primary Member Connections, Bill Polhemus
- Re: Finishing a curved ceiling - need some advice, Seaintonln
- Re: Two Spreadsheet Questions, Seaintonln
- 1997 UBC Lateral Design Spreadsheet, Seaintonln
- RE: WELDING: Inspection of Plug Welds in Primary Member Connections, Bob Shaw
- Re: WELDING: Inspection of Plug Welds in Primary Member Connections, hmorera
- RE: WELDING: Inspection of Plug Welds in Primary Member Connections, Bill Polhemus
- Wind loading, Bohm, Gabriel
- RE: Wind loading, Bill Polhemus
- RE: Wind loading, William Keil
- Re: Wind loading, Rick . Drake
- FW: Seismic Overturning & Response Spectrum Analysis, Ed Marshall
- RE: Wind loading, Bill Polhemus
- Wind loading, Ed Marshall
- Re: Wind loading, hmorera
- Re: 1997 UBC Lateral Design Spreadsheet, murat erbas
- RE: WELDING: Inspection of Plug Welds in Primary Member Connections, hmorera
- vibrations from railroad, Friis, Donna
- Re: vibrations from railroad, Jim Kestner
- Re: vibrations from railroad, hmorera
- Re: Seismic Overturning & Response Spectrum Analysis, Jason Emoto
- Wind loading, Roger Turk
- Re: SOFT STORY, SEAOC SEISMIC DESIGN MANUAL #4, Michael Valley
- Re: Wind loading, Mark Gilligan
- Re: Eurocode, Massimo Contini
- Re: Wind loading, JCohen
- NAVFAC Manuals (Foundations & Soils), Eddie Gonzalez
- RE: NAVFAC Manuals (Foundations & Soils), Khosrownia, Ghassem SPK
- RE: NAVFAC Manuals (Foundations & Soils), Enas, Gordon
- Eurocode, Allen Adams
- Re: STRUCTURAL DETAILS Drawings, Aswin Rangaswamy
- Looking for Structural Engineer, James Lane, P.E.
- Gyp shear wall performance, merrick group
- Wood Truss Repair Course, Frank Woeste
- Dual System, Richard Lewis
- A-618 Steel, Todd Blake
- Re: A-618 Steel, Bob Shaw
- New 97 UBC Spreadsheet - Delete file sent on 10/14/99, Seaintonln
- Wind Loading - The Sequel, Bohm, Gabriel
- gyp board testing web site addresss, merrick group
- re: Gyp shear wall performance, merrick group
- Re: New 97 UBC Spreadsheet - Delete file sent on 10/14/99, John O'Brien
- Wood Truss Repair Course, Frank Woeste
- Wind Loading - The Sequel, Roger Turk
- Fw: Confirmed virus warning, vicpeng
- Fw: Confirmed virus warning, vicpeng
- 7.0 Landers Aftershock, Seaintonln
- RE: 7.0 Landers Aftershock, Blomberg, Paul
- Re: 7.0 Landers Aftershock, Paul Feather
- Stone Attachment Q, Tarek Mokhtar
- RE: 7.0 Landers Aftershock, Roger Turk
- hardiframe, chuckuc
- Re: hardiframe, Seaintonln
- Re: hardiframe, chuckuc
- [Fwd: 7.0 Hector Mine EQ was[RE: 7.0 Landers Aftershock], Joe McCrate
- Re: hardiframe, David L. McCormick
- USGS Updated Bay Area EQ Probabilities Report, Joe McCrate
- UCBC (UCEB) Open Forum - October 25, David L. McCormick
- Re: 7.0 Landers Aftershock, Greg Smith
- Re: hardiframe, Barry H. Welliver
- Re: UCBC (UCEB) Open Forum - October 25, Barry H. Welliver
- Re: 7.0 Landers Aftershock, Joe McCrate
- USGS Updated Bay Area EQ Probabilities Report, Joe McCrate
- RE: Stone Attachment Q, Harold Sprague
- Re: UCBC (UCEB) Open Forum - October 25, David L. McCormick
- Re: 7.0 Landers Aftershock, Richard & audra
- Re: NAVFAC Manuals (Foundations & Soils), RBoe275
- Re: hardiframe, chuckuc
- specifications lateral loads in rails of footbridges, Cesar Freddy Gil
- [Fwd: 7.0 Hector Mine EQ was[RE: 7.0 Lan, Roger Turk
- Re: 7.0 Landers Aftershock, Seaintonln
- Does anyone remember how to Posting Files for retrieval by Listmembers, Seaintonln
- Re: 7.0 Landers Aftershock, Chris D. Poland
- RE: A-618 Steel, Charlie Carter
- SEAint Online - need help from the virtual community., Seaintonln
- LRFD DESIGN SEMINAR, Rbengrguy
- The Hector Mine Earthquake 10/16/99, ( 7.0 Landers Aftershock), FEMCCLURE
- Re: UCBC (UCEB) Open Forum - October 25, Robert J Bossi, PE
- Fw: [wind_haz_mit] Fw: Wind loading, JCohen
- Use Java for Automated Calc Sheets?, Ed Fasula
- RE: Use Java for Automated Calc Sheets?, Mark E. Deardorff
- UBC shearwall reinf., Panos Trochalakis
- ANSI/AWS D1.1-96, nsickler
- RE: 7.0 Landers Aftershock, Bill Polhemus
- RE: ANSI/AWS D1.1-96, Bob Shaw
- River Loadings, Tom . Hunt
- Re: River Loadings, Steve Jacobsen
- TABLES FOR METRIC SHAPES, Arvind K. Bisarya
- Re: TABLES FOR METRIC SHAPES, Tom_Cummings
- RE: TABLES FOR METRIC SHAPES, Canitz, Charles F NAB02
- RE: TABLES FOR METRIC SHAPES, Verwey, Timothy
- mtl stud/pw, Mark D. Baker
- Announcement: 97 UBC Lateral Design Spreadsheet, Seaintonln
- FW: TABLES FOR METRIC SHAPES, Ed Greig
- RE: mtl stud/pw, Roger Davis
- RE: TABLES FOR METRIC SHAPES, carter
- Re: UBC shearwall reinf., Michael Valley
- re: TABLES FOR METRIC SHAPES, Mike O'Brien
- A question about evaluating an existing wood structure, Scott Maxwell
- Re: Announcement: 97 UBC Lateral Design Spreadsheet, vicpeng
- TABLES FOR METRIC SHAPES, Roger Turk
- RE: A question about evaluating an existing wood structure, William Keil
- A question about evaluating an existing, Roger Turk
- Re: mtl stud/pw, Dave Morris
- Re: A question about evaluating an existing wood structure, Ed . Haninger
- Re: mtl stud/pw, Mark D. Baker
- Re: TABLES FOR METRIC SHAPES, Edwin Schmeckpeper
- Re: 7.0 Landers Aftershock, Greg Smith
- Washington State Board of Licencing, vicpeng
- Re: Washington State Board of Licencing, Brian Bozkurt
- Re: TABLES FOR METRIC SHAPES, Gunnar H. Isleifsson
- Re: 7.0 Landers Aftershock, Charley Hamilton
- RE: Washington State Board of Licencing, Ron Hill
- nonbuilding structures, Mark D. Baker
- Re: nonbuilding structures, Rick . Drake
- RE: nonbuilding structures, Dave Adams
- RE: nonbuilding structures, Scott, William N.
- Re:quest of old wood roof, merrick group
- Re[2]: 7.0 Landers Aftershock, TBenson
- The Hector Mine Earthquake, 10/16/1999, sasquake
- Re: A question about evaluating an existing wood structure, Seaintonln
- Software download site problem, Seaintonln
- Re: 7.0 Landers Aftershock, Michael Valley
- Re: 7.0 Landers Aftershock, Greg Smith
- Re: 7.0 Landers Aftershock, Michael Valley
- Re: 7.0 Landers Aftershock, sasquake
- Re: nonbuilding structures, Mark D. Baker
- Re: A question about evaluating an existing wood structure, NRoselund
- RE: Announcement: 97 UBC Lateral Design Spreadsheet, Mark E. Deardorff
- Re: Software download site problem, vicpeng
- 97 UBC Lateral force on elements of structures, Sam young
- Re: TABLES FOR METRIC SHAPES, Borislav Belev
- Trailers, Rodrigo Lema
- RE: The Hector Mine Earthquake, 10/16/1999, FERGUSON, GREGORY N
- RE: 97 UBC Lateral force on elements of structures, Bill Allen
- remove from list., Thuan Cao
- RE: nonbuilding structures, Harold Sprague
- A question about evaluating an existing wood structure, buddy_showalter
- RE: A question about evaluating an existing wood structure, Harold Sprague
- Connection Responsibility, Steve Powell
- RE: 97 UBC Lateral force on elements of structures, Rick . Drake
- RE: nonbuilding structures, Scott, William N.
- RE: The Hector Mine Earthquake, 10/16/1999, NRoselund
- Re: The Hector Mine Earthquake, 10/16/1999, Charley Hamilton
- RE: The Hector Mine Earthquake, 10/16/1999, Bob Hanson
- RE: The Hector Mine Earthquake, 10/16/1999, Cain, William
- Re: 97 UBC Lateral force on elements of structures, Robert Shaffer
- Re: 97 UBC Lateral force on elements of structures, Rick . Drake
- RE: A question about evaluating an existing wood structure, Paul_Reilly
- Re: Connection Responsibility, Fountain Conner
- RE: The Hector Mine Earthquake, 10/16/1999, FERGUSON, GREGORY N
- Wall Anchorage to Flexible Diaphragms, Lutz,James
- California D.S.A. & Column Anchorage, Dave Adams
- Re: The Hector Mine Earthquake, 10/16/1999, vicpeng
- Re: The Hector Mine Earthquake, 10/16/1999, sasquake
- RE: 97 UBC Lateral force on elements of structures, Mark E. Deardorff
- Steel Certification, Robert Rollo
- RE: Connection Responsibility, Bill Polhemus
- DYNAMIC ANALYSIS VS STATIC ANALYSIS, Arvind K. Bisarya
- Re: Connection Responsibility, Fountain Conner
- Re: Connection Responsibility, c2
- RE: Connection Responsibility, Charlie Carter
- Re: hardiframe (and Z-Walls), Debby Hight
- Gunite in High Temperature Application, Fountain Conner
- Re: Connection Responsibility, Phil Hodge
- RE: Connection Responsibility, Bill Polhemus
- FCC to re-examine ?modem tax?, Bill Polhemus
- Re: Connection Responsibility, Tom . Hunt
- Re: FCC to re-examine ?modem tax?, Christopher Wright
- Re: Gunite in High Temperature Application, Mark Ketchum
- RE: FCC to re-examine ?modem tax?, Bill Polhemus
- Re: Connection Responsibility, c2
- Re: The Hector Mine Earthquake, 10/16/1999, Debby Hight
- Re: Steel Certification, Bob Kazanjy
- RE: FCC to re-examine ?modem tax?, FERGUSON, GREGORY N
- TiltVIZ -- a easy use but powerful panel lifting analyz program free download available, sam lee
- Re: Steel Certification, Christopher Wright
- Re: DYNAMIC ANALYSIS VS STATIC ANALYSIS, Greg Smith
- Re: Re[2]: 7.0 Landers Aftershock, fturner
- RE: FCC to re-examine ?modem tax?, Bill Polhemus
- RE: DYNAMIC ANALYSIS VS STATIC ANALYSIS, Bill Polhemus
- RE: DYNAMIC ANALYSIS VS STATIC ANALYSIS, Harold Sprague
- Re: Gunite in High Temperature Application, murat erbas
- RE: Gunite in High Temperature Application, Harold Sprague
- OSSPAC Resolution to Recommend Seismic Zone 4 for Entire Oregon Coast: Part 2, sasquake
- Re: OSSPAC Resolution to Recommend Seismic Zone 4 for Entire Oregon Coast: Part 2, sasquake
- Re: A question about evaluating an existing wood structure, Scott Maxwell
- 94 UBC CD ROM- Question for magnified printing, Lakhani, Sid
- Re: Hector Mine Earthquake MMI, peak accelerations, etc, Becker, Rick
- Fwd: Superstructures media opportunity, Rbengrguy
- Re: Sept. Taiwan Earthquake, Sadre
- Re: Superstructures media opportunity, RajSTC
- RE: Superstructures media opportunity, Bill Polhemus
- ASTM F1554 Grade 105 Anchor Bolts, Nick Bassar
- Office size Scanner, EDLStruct
- RE: Office size Scanner, Bill Polhemus
- RE: ASTM F1554 Grade 105 Anchor Bolts, Charlie Carter
- Re: Office size Scanner, vicpeng
- Re: Office size Scanner, Mark D. Baker
- Re: Office size Scanner, Mark D. Baker
- RE: Office size Scanner, Roger Davis
- RE: Office size Scanner, Lao, Larry
- Spreadsheet Continuous Beam Analysis, Blake Haley
- RE: Spreadsheet Continuous Beam Analysis, William Keil
- RE: Spreadsheet Continuous Beam Analysis, Ron Hill
- Re: Spreadsheet Continuous Beam Analysis, Christopher Wright
- RE: Spreadsheet Continuous Beam Analysis, William Keil
- Atlas Program, Blake Haley
- Concrete Diaphragms - PT, Jeff Creagan
- San Diego damage from the Hector Mine EQ????, Constantine Shuhaibar
- Structural Adhesives, Fountain Conner
- SEAONC November Newsletter is posted, Constantine Shuhaibar
- RE: Spreadsheet Continuous Beam Analysis, Mark E. Deardorff
- Re: Spreadsheet Continuous Beam Analysis, Rudra Nevatia
- AASHTO and ultimate stress conc. design, Gilligan
- Concrete vs. Steel, Scott Maxwell
- Re: Concrete vs. Steel, Chris Towne
- Re: Concrete vs. Steel, Nicole Stoudt
- Re: Concrete vs. Steel, Rob Stevens
- RE: Concrete vs. Steel, Patel, Nick
- Re: Concrete vs. Steel, Steve Jacobsen
- Simpified Plate Analysis, Caswell, Philip J
- 1997 UBC ICBO seminar-wall anchorage, Jeff Smith
- RE: Simplified Plate Analysis, Lutz,James
- Re: Concrete vs. Steel, Jim Kestner
- RE: 1997 UBC ICBO seminar-wall anchorage, Lutz,James
- RE: 1997 UBC ICBO seminar-wall anchorage, William Keil
- RE: Simpified Plate Analysis, Mark E. Deardorff
- galvanized steel with concrete, Chris Towne
- RE: Simplified Plate Analysis, Pat Ebner
- RE: Concrete vs. Steel, Antonio Arthay, P.E.
- RE: 1997 UBC ICBO seminar-wall anchorage, Mark E. Deardorff
- Re: Structural Adhesives, David Hall
- Re: Concrete vs. Steel, Paul Martin
- RE: Concrete vs. Steel, Harold Sprague
- Re: 1997 UBC ICBO seminar-wall anchorage, Robert Shaffer
- RE: galvanized steel with concrete, Harold Sprague
- Re: Concrete vs. Steel, Fariborz Tehrani
- Office scanner, Ian G. Robertson
- RE: Simpified Plate Analysis, Ron Hill
- RE: Office scanner, Cain, William
- Roof Trusses, Peter Lam
- Fwd: Re: Fwd: Superstructures media opportunity, Rbengrguy
- Fwd: Re: Science Live SKYSCRAPERS !!!, Rbengrguy
- RE: Roof Trusses, Lutz,James
- Re:Concrete vs. Steel, Nicole Stoudt
- Re: Superstructures media opportunity, Benjamin Baer
- Re: galvanized steel with concrete, PEC - Lake City
- Re: Office scanner, Rob Stevens
- Re: galvanized steel with concrete, Chris Towne
- Re:Concrete vs. Steel, Jack_Creviston
- Re:Concrete vs. Steel, Scott Maxwell
- Fonts for Acrobat to view USACE Manuals, Eddie Gonzalez
- Re: Concrete vs. Steel, Greg Smith
- There's fungus among us., RShreenan
- Re: Concrete vs. Steel, Brennan Johnson
- RE: Concrete vs. Steel, Bill Polhemus
- It Depends On What "Engineer" Is (With Apologies To WJC), Bill Polhemus
- Re: Concrete vs. Steel, Paul Crocker
- California D.S.A. & Column Anchorage, Satish J. Matani
- RE: Concrete vs. Steel, Harold Sprague
- RE: Fonts for Acrobat to view USACE Manuals, Mark E. Deardorff
- RE: 1997 UBC ICBO seminar-wall anchorage, Mark E. Deardorff
- Re: Concrete vs. Steel, Paul Crocker
- Re: Fonts for Acrobat to view USACE Manuals, Charley Hamilton
- Re: RE: Concrete vs. Steel, David Hall
- California D.S.A. & Column Anchorage, Satish J. Matani
- RE: Engineering title, Dave Adams
- Re: RE: Fonts for Acrobat to view USACE Manuals, Eddie Gonzalez
- RE: Engineering title, Cain, William
- Re: There's fungus among us., chuckuc
- Re: Concrete vs. Steel, Greg Smith
- RE: Engineering title, Bill Allen
- Re: Concrete vs. Steel, murat erbas
- Re: Concrete vs. Steel, murat erbas
- Re: Fonts for Acrobat to view USACE Manuals, Michael Sloey
- Re: Concrete vs. Steel, Fariborz Tehrani
- RE: Engineering title, Bill Polhemus
- RE: Engineering title, Mark E. Deardorff
- Re: Spreadsheet Continuous Beam Analysis, Alex Nacionales
- Re: Fonts for Acrobat to view USACE Manuals, Wladimir Bassett A.
- Design Codes evolution, Adolfo Galvez
- Re: Spreadsheet Continuous Beam Analysis, Greg Smith
- What's New at WWW.SEAOC.ORG, Mark E. Deardorff
- 2000 SEAONC Winter Seminar, Constantine Shuhaibar
- RE: galvanized steel with concrete, Cash
- Re: Concrete vs. Steel, murat erbas
- Re:Fonts for Acrobat to view USACE Manuals, teisir ibrahim
- Re: Concrete vs. Steel, Greg Smith
- Re: Fungus among us, RShreenan
- mathcad 8, Greg Smith
- Fw: Concrete vs. Steel, T. Eric Gillham PE
- Submitting Spreadsheets, Mathcad to SEAINT and SEAOC for general use., Seaintonln
- Progressive Collapse, Marc S. Barter
- Re: Concrete vs. Steel, Mark T. Swingle
- Re: Concrete vs. Steel, Mark T. Swingle
- Re: AASHTO and ultimate stress conc. design, Tom_Cummings
- RE: Engineering title, William Keil
- Remove my name from list, jandrs
- RE: Engineering title, Christopher Wright
- RE: Engineering title, Bill Allen
- USACE Manuals, Eddie Gonzalez
- RE: Engineering title, Bill Polhemus
- FW: Workshop on Seismic Safety of Existing Buildings, Smith, Ted
- Re: Progressive Collapse, NRoselund
- RE: Concrete vs. Steel, Mark E. Deardorff
- RE: Engineering title, Scott Maxwell
- RE: galvanized steel with concrete, Antonio Arthay, P.E.
- FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundation Underpinning Technology, Bill Polhemus
- Re: Progressive Collapse, James Lane, P.E.
- RE: Progressive Collapse, Bill Polhemus
- RE: FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundatio n Underpinning Technology, William Keil
- Re: Concrete vs. Steel, murat erbas
- rho or omega?, Darrell Hambley
- RE: FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundation Underpinning Technology, Bob Shaw
- Re: rho or omega?, Paul Crocker
- RE: FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundation Underpinning Technology, Bill Polhemus
- Re: rho or omega?, Robert Shaffer
- Re: Concrete vs. Steel, Greg Smith
- Re: Concrete vs. Steel, Paul Crocker
- Re: Post-tensioning, Juan C. Gray
- RE: Post-tensioning, Lutz,James
- Rigid Diaphragm supporting soil, Joseph M. Otto, P.E.
- RE: Rigid Diaphragm supporting soil, Lutz,James
- 2000 UCEB Deadline, Becker, Rick
- Progressive Collapse, JCEQESE
- Fw: Concrete vs. Steel, T. Eric Gillham PE
- Invitation to a Lecturer/s, Melbec
- Re: FOUNDATIONS: Need Reference to Article in ENR(?) Re Foundation Underpinning Technology, Drew Morris
- RE: Design Codes evolution, Charlie Carter
- Re: Design Codes evolution, John R Decator Jr
- RE: Design Codes evolution, Harold Sprague
- RE: Post-tensioning, Bill Polhemus
- RE: Post-tensioning, Bill Polhemus
- Z factor definition, Bob Hanson
- Re: Z factor definition, Paul Crocker
- RE: Post-tensioning, Roger Turk
- RE: Z factor definition, Sherman, William
- Z Factor in UBC94, James Lin
- RE: Engineering Title, ECVAl3
- RE: Z Factor in UBC94, Bob Hanson
- RE: Engineering Title, Harold Sprague
- RE: Engineering Title, Gerard Madden
- RE: Engineering Title, Bill Allen
- Re: Engineering Title, ROY SHARIF M. SISON
- Lightbulb, Bill Polhemus
- RE: Engineering Title, Bill Polhemus
- RE: Engineering Title, Bill Polhemus
- RE: Engineering Title, Charlie Carter
- RE: Engineering Title, Harold Sprague
- RE: Engineering Title, Mark E. Deardorff
- RE: Engineering Title, Harold Sprague
- Re: Engineering Title, Greg Smith
- Progressive Collapse, JCEQESE
- Flitch Beam, John Schenne
- RE: Engineering Title, Fariborz Tehrani
- Fwd:11/18/99 Lunch Meeting CELSOC-LA, TBenson
- Re: Flitch Beam, vicpeng
- Re: Engineering Title, James V. Hannah
- RE: Engineering Title, Francis . Ang
- RE: Lightbulb, Moore, Danny
- RE: Architectural Engineering Degree, William Keil
- RE: Engineering Title, Rbengrguy
- RE: Lightbulb, Bill Polhemus
- RE: Engineering Title, Bill Polhemus
- Re: Architectural Engineering Degree, ROY SHARIF M. SISON
- RE: 11/18/99 Lunch Meeting CELSOC-LA, Huang, Y. Henry
- Re: Engineering Title, jpd
- Re: Lightbulb, PEC - Lake City
- RE: Engineering Title, Bill Polhemus
- RE: Lightbulb, Moore, Danny
- RE: Architectural Engineering Degree, William Keil
- RE: Architectural Engineering Degree, Bill Polhemus
- Engineering Title, JRHarris
- RE: Engineering Title, Harold Sprague
- Re: Lightbulb, Chris Towne
- RE: Flitch Beam, Harold Sprague
- RE: Engineering Title, Robert Rollo
- RE: Engineering Title, Bill Polhemus
- Rules for submitting software, spreadsheets, and Mathcad files to SEAOC for posting., Mark E. Deardorff
- RE: Engineering Title, Cain, William
- Re: Flitch Beam, David Hall
- RE: Lightbulb, Mark E. Deardorff
- RE: Engineering Title, Fariborz Tehrani
- 10/lw term in calculation of rho, Dan Morrow
- RE: 10/lw term in calculation of rho, Steve Pryor
- RE: 10/lw term in calculation of rho, Mark E. Deardorff
- Re: Lightbulb, Christopher Wright
- RE: Engineering Title, Christopher Wright
- RE: 10/lw term in calculation of rho, Yousefi, Ben
- RE: Lightbulb, Bill Polhemus
- Re: 10/lw term in calculation of rho, Robert Shaffer
- Knowing It All, Bill Polhemus
- Architectural Engineers, Sue Davis
- Re: Engineering Title, ROY SHARIF M. SISON
- Re: Engineering Title, David Hall
- RE: 10/lw term in calculation of rho, Mark E. Deardorff
- RE: Engineering Title, Harold Sprague
- FENCE WALL, NDZ28
- Harbour Cay Condominium Collapse, Glenn Otto
- Flexible Equipment and Vibration Isolator, Satish J. Matani
- conference information, ±è¾ç¼ö
- RE: 10/lw term in calculation of rho, Gobo, Gina
- RE: 10/lw term in calculation of rho, Mark E. Deardorff
- Re: FENCE WALL, NRoselund
- Re: Engineering Title, NRoselund
- Re: Rules for submitting software... and a more from my soapbox!, Seaintonln
- Re: Architectural Engineering Degree, Donna
- Re: 10/lw term in calculation of rho, FEMCCLURE
- AE's, Sue Davis
- #2 Pencil and PE Exam, Connor, John A NWK
- RE: #2 Pencil and PE Exam, William Keil
- RE: #2 Pencil and PE Exam, Robert Rollo
- Re: Simpified Plate Analysis, Walter Sawruk
- RE: #2 Pencil and PE Exam, Jeff Smith
- RE: #2 Pencil and PE Exam, Benson,Ralph
- Re: Rigid Diaphragm supporting soil, Richard Lewis
- Re: Engineering Title, Suzanne
- site specific spectrum vs. published curves, Khosrownia, Ghassem SPK
- #2 pencil, ASQUILALA
- RE: Architectural Engineering Degree, Paul Rohrer
- RE: 10/lw term in calculation of rho, Yousefi, Ben
- Re: site specific spectrum vs. published curves, Michael Valley
- Suggestted Modification to List FAQ, Shafat Qazi
- RE: Suggestted Modification to List FAQ, Bill Polhemus
- Re: Suggestted Modification to List FAQ, Paul Crocker
- Re: Suggestted Modification to List FAQ, Michael Valley
- Notched Wood Beam, Larry Hauer
- RE: Suggestted Modification to List FAQ, Moore, Danny
- roof deck wind screen, Jeff Smith
- Re: FENCE WALL, Roger Turk
- GREATEST STRUCTURAL ENGINEERS, Rbengrguy
- Rule Change, Robert Shaffer
- Re: Architectural Engineering Degree, GRileyPE
- Re: Notched Wood Beam, Bruce D Pooley
- Re: 10/lw term in calculation of rho, chuckuc
- Re: Suggestted Modification to List FAQ, chuckuc
- Proposed Change, DECATOR, DENNIS
- RE: Suggestted Modification to List FAQ, Bill Polhemus
- Architectural Engineering, Zachary Goswick
- Bracing the compression flange on steel beam?, Andy Costello
- RE: Bracing the compression flange on steel beam?, Moore, Danny
- Need Calif. S.E., Jim Kestner
- RE: Bracing the compression flange on steel beam?, Charlie Carter
- Re: Bracing the compression flange on steel beam?, Jim Kestner
- Re: Bracing the compression flange on steel beam?, Rick . Drake
- RE: Bracing the compression flange on steel beam?, Rogers, Robert
- ERRATA SHEETS, NDZ28
- Compression flange bracing, Lutz,James
- FW: Bracing the compression flange on steel beam?, La Count, Curt
- RE: Bracing the compression flange on steel beam?, Bill Polhemus
- RE: ERRATA SHEETS, Bill Polhemus
- Re: Suggestted Modification to List FAQ, Richard Lewis
- Re: Suggestted Modification to List FAQ, Christopher Wright
- Re: roof deck wind screen, Fariborz Tehrani
- Re: Compression flange bracing, Christopher Wright
- Re: Compression flange bracing, Rick . Drake
- Re: Suggested Modification to List FAQ, Fariborz Tehrani
- Vol.1 errata, NDZ28
- RE: 10/lw term in calculation of rho, Gerard Madden
- RE: Suggestted Modification to List FAQ, Bill Polhemus
- List Rule 23, JPRiley485
- RE: Bracing the compression flange on steel beam?, Rogers, Robert
- RE: Suggested Modification to List FAQ, Acie Chance
- RE: Compression flange bracing, Lutz,James
- FW: TECHNICAL BRIEFINGS ON THE TAIWAN EARTHQUAKE, Becker, Rick
- Re: site specific spectrum vs. published curves, sasquake
- Roof Live Loads, Dave Adams
- Re: List Rule 23, Paul Crocker
- RE: Suggested Modification to List FAQ, Gobo, Gina
- Re: Compression flange bracing, Fountain Conner
- RE: List Rule 23, Lao, Larry
- RE: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, Charlie Carter
- Re: 10/lw term in calculation of rho, Swingle, Mark
- Steel section properties Circa 1901, Glenn Otto
- RE: Steel section properties Circa 1901, DECATOR, DENNIS
- Re: Steel section properties Circa 1901, Constantine Shuhaibar
- Re: Steel section properties Circa 1901, c2
- Roof Live Loads, Roger Turk
- RE: Steel section properties Circa 1901, Brian McDonald
- RE: Compression flange bracing, Bill Polhemus
- RE: Suggestted Modification to List FAQ, Christopher Wright
- RE: Suggested Modification to List FAQ, Bill Polhemus
- RE: Suggestted Modification to List FAQ, Bill Polhemus
- RE: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, Bill Polhemus
- Salary Survey, LAURA K. KANNADY
- RE: Salary Survey, George Richards, P.E.
- RE: Salary Survey, Greatorex, Alan R CRL
- Re: Salary Survey, Tom . Hunt
- Loads,load factors and load combinations, Ivan Lippi
- RE: Salary Survey, DECATOR, DENNIS
- RE: Salary Survey, Bill Polhemus
- Cambria Steel, Fredericks, Douglas/SAC
- Re: Compression flange bracing, Charles Greenlaw
- Re: Steel section properties Circa 1901, Neil Moore
- Re: Salary Survey, PEC - Lake City
- Re: Compression flange bracing, PEC - Lake City
- RE: Suggestted Modification to List FAQ, Christopher Wright
- RE: Compression flange bracing, Bill Polhemus
- RE: Cambria Steel, Brian McDonald
- RE: Suggestted Modification to List FAQ, Bill Polhemus
- RE: Suggested Modification to List FAQ, Fariborz Tehrani
- RE: Roof Live Loads, Gobo, Gina
- Re: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, Daniel Indrawan
- Structural Engineers Assoc in Nevada & Utah, structech
- Re: Suggested Modification to List FAQ, Philip T. Hodge
- Re: Suggested Modification to List FAQ, Philip T. Hodge
- Re: Loads,load factors and load combinations, Philip T. Hodge
- Re: Cambria Steel, Philip T. Hodge
- Re: Steel section properties Circa 1901, Gunnar H. Isleifsson
- Concrete for offshore structures, M. A. Mufti
- Re: Bracing the compression flange on steel beam?, Paul Ransom
- Re: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, Paul Ransom
- Re: Compression flange bracing, Paul Ransom
- Re: 10/lw term in calculation of rho, Byainc
- Historical UBC editions, BCainse
- Structural Engineer License in California, JPZOSOlz
- MEHDI BANAZADEH, mehdi banazadeh
- MEHDI BANAZADEH, mehdi banazadeh
- Cable Allowable Load, Glauco
- RE: Steel section properties Circa 1901, Olive, Harry
- RE: Cambria Steel, Ritter, Mike
- Calif. S. E.'s, Jim Kestner
- Salary Survey,fiasco,verboten,cut the crap, What do you make?, Peieng5590
- RE: Steel section properties Circa 1901, Olive, Harry
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, JCohen
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Lynn H
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Lynn H
- RE: Salary survey, LAURA K. KANNADY
- Dangerous Silicon Valley Tilt-ups?, Gil Davis
- RE: Roof Live Loads, Dave Adams
- RE: Historical UBC editions, Dave Adams
- Salary, vicpeng
- Re: Historical UBC editions, Robert J Bossi, PE
- FW: Joe Yura's lecture notes for the SSRC/AISC bracing lecture, La Count, Curt
- Re: Compression flange bracing, plec
- Re: 10/lw term in calculation of rho, Michael Valley
- Re: Harbour Cay Condominium Collapse, murat erbas
- Re: AE's, murat erbas
- Re: Cable Allowable Load, Fariborz Tehrani
- Re: MEHDI BANAZADEH, Fariborz Tehrani
- Re: Salary, Ido Shimony
- Interior residential walls - clearance from concrete????, Seaintonln
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you mak, Christopher Wright
- RE: Interior residential walls - clearance from concrete????, Jeff Smith
- RE: Interior residential walls - clearance from concrete????, Yousefi, Ben
- Re: Compression flange bracing, Paul Martin
- Re: roof deck wind screen, Scott Maxwell
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Richard Lewis
- Re: MEHDI BANAZADEH, mehdi banazadeh
- Re: Concrete for offshore structures, Tom . Hunt
- Architectural Engineering Degree Programs, Caldwell, Stan
- REBARS : ASTM A 615 GRADE 60, alfonss
- FIXING RENTRANT CORNERS ON BEAMS; ANY IDEAS OUT THERE ?, Rogers, Robert
- RE: REBARS : ASTM A 615 GRADE 60, Moore, Danny
- Re: REBARS : ASTM A 615 GRADE 60, Roy Sharif M. Sison
- RE: FIXING RENTRANT CORNERS ON BEAMS; ANY IDEAS OUT THERE ?, Moore, Danny
- RE: FIXING RENTRANT CORNERS ON BEAMS; ANY IDEAS OUT THERE ?, Charlie Carter
- FIXING RENTRANT CORNERS ON BEAMS; ANY ID, Roger Turk
- Wood Design Spreadsheet - Freeware, Seaintonln
- Steel base plate thickness???, Lloyd Pack
- Swinging Chandelier?, DRPFLY
- Re: Historical UBC Code CDs, BCainse
- Re: Steel base plate thickness???, Ron Larsen
- Re: Column Base Plate Design, BCainse
- RE: Steel base plate thickness???, Rogers, Robert
- overseas employment, Engr. Rios Prado
- RE: Swinging Chandelier?, William Keil
- Re: Steel base plate thickness???, Byainc
- Re: Steel base plate thickness???, Javier Encinas
- Rich & Dottie Foth on Egypt Air 990, Michael D. Brooks
- RE: Rich & Dottie Foth on Egypt Air 990, Patel, Nick
- Re: Swinging Chandelier?, Greg Smith
- RE: Steel base plate thickness???, Charlie Carter
- RE: 10/lw term in calculation of rho, Darrell Hambley
- Re: Steel base plate thickness???, Rick . Drake
- Steel base plate thickness???, desi . kiss
- Re: Swinging Chandelier?, Rafael Sabelli
- Compatibility of AutoCad with Microstation J, Vince Yu
- Rho in Diaphragms, Gerard Madden
- Re: Steel base plate thickness???, Wladimir Bassett A.
- RE: Compatibility of AutoCad with Microstation J, dave . angelotti
- system file structure, Greg Smith
- Re: Steel base plate thickness???, Fariborz Tehrani
- STRUCTURAL FEES QUESTION, Pablo Arrieta R.
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Crazy Al
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Rob Stevens
- Re: system file structure, Fariborz Tehrani
- Re: overseas employment, Fariborz Tehrani
- Re: Rho in Diaphragms, Darrell Hambley
- Re: Compatibility of AutoCad with Microstation J, Ido Shimony
- Re: Rho in Diaphragms, Mike O'Brien
- Double Sheathing for Wood Shearwalls, Ed Greig
- ACAD MONKEY (Hope This Doesn't Get Me Tossed), Bill Polhemus
- ENGINEERING HUMOR: ACAD Monkey, Bill Polhemus
- COST OF STRUCTURAL ENGINEERING...., Pablo Arrieta R.
- RE: Compatibility of AutoCad with Microstation J, Gerard Madden
- RE: Rho in Diaphragms, Gerard Madden
- FORENSICS: World Trade Center Bombing, Bill Polhemus
- RE: Rho in Diaphragms, Gerard Madden
- Re: Double Sheathing for Wood Shearwalls, ECVAl3
- RE: COST OF STRUCTURAL ENGINEERING...., Bill Polhemus
- RE: Double Sheathing for Wood Shearwalls, Bill Allen
- Cal Poly Architectural Engineering Degree, Keith De Lapp
- Modification to Rules, Keith De Lapp
- Re: Double Sheathing for Wood Shearwalls, Robert Shaffer
- RE: Compatibility of AutoCad with Microstation J, Bill Allen
- Re: system file structure, Donna
- Re: Cal Poly Architectural Engineering Degree, Matt Boone
- Need recommendation for SE in Israel, Seaintonln
- Re: STRUCTURAL FEES QUESTION, Mario A. Tioli D.
- RE: MEHDI BANAZADEH, ARW
- Re: STRUCTURAL FEES QUESTION, vicpeng
- Re: Swinging Chandelier?, sasquake
- Code History and Philosophy, sasquake
- Re: STRUCTURAL FEES QUESTION, Pablo Arrieta R.
- Compatibility of AutoCAD with MicroStation J, DECATOR, DENNIS
- RE: Code History and Philosophy, Roger Davis
- CHILE STRUCTURAL FEES, Pablo Arrieta R.
- CAMPAIGN FOR THE INDEPENDENT STRUCTURAL REVIEWING FOR BUILDINGS PROJECTS IN CHILE, Pablo Arrieta R.
- RE: FORENSICS: World Trade Center Bombing, William Keil
- Microsoft's New Keyboard, Roger Turk
- RE: Compatibility of AutoCad with Microstation J, Dan Vines
- RE: Compatibility of AutoCad with Microstation J, dave . angelotti
- Re: FORENSICS: World Trade Center Bombing, Richard & audra
- RE: Modification to Rules, Bill Polhemus
- RE: Compatibility of AutoCad with Microstation J, Brian K. Smith
- Flare Groove Weld, Balmer, James A
- RE: Flare Groove Weld, BILL PULYER
- RE: Flare Groove Weld, Balmer, James A
- RE: Code History and Philosophy, Charlie Carter
- Base Isolators, Francis . Ang
- Re: Wood Design Spreadsheet - Freeware, Seaintonln
- RE: Code History and Philosophy, Yousefi, Ben
- RE: Base Isolators, William Keil
- Re: Cal Poly Architectural Engineering Degree, Robert Shaffer
- Re: Base Isolators, Charley Hamilton
- RE: Base Isolators, Robert Rollo
- Re: Base Isolators, Jim Bailey
- RE: Base Isolators, Bill Polhemus
- Re: Base Isolators, Charley Hamilton
- Re: Base Isolators, PEC - Lake City
- RE: Base Isolators, William Keil
- Re: Compression flange bracing, Ivan Lippi
- En: Compression flange bracing, Ivan Lippi
- Re: Compression flange bracing, plec
- NAVFAC P-355, Nicole Stoudt
- Re: Base Isolators, Fariborz Tehrani
- RE: Compression flange bracing, BILL PULYER
- ubc 1985 ..... ubc 1997, mehdi banazadeh
- Re: Base Isolators, Fariborz Tehrani
- concrete parapet, Randy Hamilton P.E.
- RE: NAVFAC P-355, Connor, John A NWK
- Epoxy (et al) Injection, Robert Rollo
- Re: Epoxy (et al) Injection, Paul Crocker
- RE: concrete parapet, Roger Davis
- Near source factor for City of Newport, Oregon, Yang, Liao/ANC
- Re: Near source factor for City of Newport, Oregon, Fariborz Tehrani
- Reminder: ASCE Forensic Eng. Meeting Nov 9, gberghouse
- '97 UBC Spreadsheet Bug notice, Seaintonln
- Re: concrete parapet, Hasan Hindawi
- Re: Modification to Rules, sasquake
- Re: '97 UBC Spreadsheet Bug notice, Ken Reed
- MicroStation J, DECATOR, DENNIS
- JOKE, Fountain Conner
- RE: concrete parapet, Roger Davis
- Re: Near source factor for City of Newport, Oregon, David Hall
- RE: Cal Poly, Matthew Jordan
- Re: Epoxy (et al) Injection, COEngineer
- RE: Cal Poly, Bill Allen
- Re: concrete parapet, murat erbas
- Re: '97 UBC Spreadsheet Bug notice, murat erbas
- RE: Compatibility of AutoCad with Microstation J, Brian K. Smith
- HOW'S YOUR LOVE LIFE ?, Bogdan
- how's your love life ?, Bogdan
- Re: Epoxy (et al) Injection, murat erbas
- RE: overseas employment, DEVERE, PETER P. (JSC-ES)
- RE: how's your love life ?, Bill Polhemus
- RE: MicroStation J, Bill Polhemus
- Re: Near source factor for City of Newpo, Roger Turk
- RE: Compatibility of AutoCad with Microstation J, dave . angelotti
- Re: HOW'S YOUR LOVE LIFE ?, Johnny Drozdek
- Metric Steel Shapes, Mark Rodgers
- RE: how's your love life ?, Gerard Madden
- Wind-tunnel tests, Bohm, Gabriel
- November 10th Orange County Dinner Meeting, David Pomerleau
- Re: HOW'S YOUR LOVE LIFE ?, Daniel Indrawan
- RE: Wind-tunnel tests, Lutz,James
- Re: how's your love life ?, SDGSE
- Re: how's your love life ?, Greg Smith
- RE: Compatibility of AutoCad with Microstation J, Joseph Harouni
- Re: Base Isolators, Patrick F. Quinn
- How's Your Love Life, Vyacheslav Gordin
- Re: How's Your Love Life, Richard & audra
- Re: HOW'S YOUR LOVE LIFE ?, Richard & audra
- Re: Near source factor for City of Newport, Oregon, sasquake
- Re: Near source factor for City of Newpo, sasquake
- Marketting in Small Firm Vs Big Firm, Crazy Al
- RE: Metric Steel Shapes, 조한무
- RE: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Rupert Noton
- WHO'S WHO ?, Bogdan
- Re: Salary Survey,fiasco,verboten,cut the crap, What do you make?, Bogdan
- RE: how's your love life ?, Bill Polhemus
- Re: Metric Steel Shapes, Rich Hoadley
- FEES - STRUCTURAL ENGINEERS, Pablo Arrieta R.
- PEER - STRUCTURAL REVIEW, Pablo Arrieta R.
- 12WCEE, Pablo Arrieta R.
- Chile´s Campaign for independent structural reviewing, Pablo Arrieta R.
- Re: Chile´s Campaign for independent structural reviewing, Roy Sharif M. Sison
- Re: WHO'S WHO ?, Lynn H
- The real Cal Poly, Williston L. Warren, IV - S.E.
- How's Your Love Life, Bohm, Gabriel
- RE: WHO'S WHO? (Titles mean something!), Dave Adams
- Re: WHO'S WHO? (Titles mean something!), Paul Crocker
- Re: WHO'S WHO? (Titles mean something!): Engineering vs Code-Gineering, sasquake
- FEMA Publications, Constantine Shuhaibar
- RE: FEMA Publications, Bob Shaw
- RE: FEMA Publications, Sheckler, Tim
- Re: FEMA Publications, Scott Maxwell
- Re: how's your love life ?, Greg Smith
- FW: Near source factor for City of Newport, Oregon, La Count, Curt
- Wood Diaphrams, Scott Maxwell
- FEMA # Thanks, Constantine Shuhaibar
- EQ loads on temp. structures?, Peterson Brian A PSNS
- Junior High Bridge Building, Novak, Dan
- Re: Junior High Bridge Building, Greg Smith
- RE: Junior High Bridge Building, Lars Holte
- RE: WHO'S WHO? (Titles mean something!): Engineering vs Code-Gine ering, Dave Adams
- RE: (Titles mean something!) Paul C., Dave Adams
- Re: WHO'S WHO? (Titles mean something!), Gerard Madden
- Resultant Seismic Force, Vyacheslav Gordin
- RE: Junior High Bridge Building, Novak, Dan
- ASCE Architectural Engineering Institute, Becker, Rick
- STRUCTURAL LICENSE REQUIRED ON SIGNIFICANT STRUCTURES IN OREGON, sasquake
- Re: Resultant Seismic Force, sasquake
- Re: Resultant Seismic Force, Javier Encinas
- Fw: URGENT! READ IMMEDIATELY, vicpeng
- RE: FORENSICS: World Trade Center Bombing, Francis . Ang
- Re: Resultant Seismic Force, Roy Sharif M. Sison
- Re: Resultant Seismic Force, Bogdan
- RE: Junior High Bridge Building, Roger Davis
- Arlington Road, Greg Smith
- RE: URGENT! READ IMMEDIATELY, Bill Polhemus
- Re: How's Your Love Life, murat erbas
- RE: Wood Diaphragms, SEConsultant
- Re: URGENT! READ IMMEDIATELY, vicpeng
- Re: URGENT! READ IMMEDIATELY, Rick Burch
- Re: URGENT! READ IMMEDIATELY, vicpeng
- FEMA Documents, Allan Yango
- Re: FEMA Documents, Structural Engineer
- Re: FEMA Documents, Structural Engineer
- Weekend Special, Yank2002
- Re: Arlington Road, Rbengrguy
- FEMA 273 and 274, FEMCCLURE
- Prescribing "Immediate Occupancy" Using FEMA 273 and FEMA 310, FEMCCLURE
- Engineer Title ABUSE, Rbengrguy
- Re: Engineer Title ABUSE, c2
- Re: Engineer Title ABUSE, Constantine Shuhaibar
- Re: Engineer Title ABUSE, Greg Smith
- [no subject], Bogdan
- Re: Junior High Bridge Building, Michael Sloey
- Fee for Structural Design on Manufactured Product, Fountain Conner
- Fee for Structural Design on Manufacture, Roger Turk
- TS moment connection, Jesse D. Moore
- RE: TS moment connection, Moore, Danny
- RE: EQ loads on temp. structures?, Novak, Dan
- RE: TS moment connection, Heath Mitchell
- Re: TS moment connection, Neil Moore
- Need information on Hay Bale Homes, SEConsultant
- EQ effects on retaining walls, Mark D. Baker
- RE: Need information on Hay Bale Homes, Mark Rodgers
- Hows your love life, Gerard Madden
- Re: How's Your Love Life, Fariborz Tehrani
- RE: EQ effects on retaining walls, SEConsultant
- Special Moment Resisting Masonry Wall Frames, Dave Morris
- Re: RE: Need information on Hay Bale Homes, Constantine Shuhaibar
- Re: Need information on Hay Bale Homes, Paul_Reilly
- RE: Special Moment Resisting Masonry Wall Frames, Yousefi, Ben
- Re: Need information on Hay Bale Homes, ECVAl3
- Re: Need information on Hay Bale Homes, Paul Feather
- RE: Need information on Hay Bale Homes, Novak, Dan
- Re: EQ effects on retaining walls, Mark D. Baker
- Re: Need information on Hay Bale Homes, Mark D. Baker
- RE: Need information on Hay Bale Homes, Jeff Smith
- RE: EQ effects on retaining walls, Sherman, William
- RE: REBARS : ASTM A 615 GRADE 60, Sherman, William
- RE: Epoxy (et al) Injection, Sherman, William
- pullout of PAF in light gage track, Dan Vines
- RE: Epoxy (et al) Injection, Lutz,James
- Re: Special Moment Resisting Masonry Wall Frames, Ed . Haninger
- RE: Engineer Title ABUSE, Rubin Gajer
- RE: REBARS : ASTM A 615 GRADE 60, Scott A Jensen/SAJ5/LMITCO/INEEL/US
- RE: Need information on Hay Bale Homes, Rafael Sabelli
- Re: pullout of PAF in light gage track, Tarek Mokhtar
- Wood Vaulted Gable Roof Truss Endwall, Ed Fasula
- RE: pullout of PAF in light gage track, Armijo, John J (PWCSD 273)
- RE: Wood Vaulted Gable Roof Truss Endwall, SEConsultant
- RE: pullout of PAF in light gage track, Lutz,James
- Expansion Contraction Joints in concrete, Randy Hamilton P.E.
- Testing of SMRF Joints, PeckDesign
- RE: REBARS : ASTM A 615 GRADE 60, Christopher Wright
- Re: Testing of SMRF Joints, Jake Watson
- Re: Need information on Hay Bale Homes, sasquake
- Anchorage to concrete, Randy Hamilton P.E.
- Re: Need information on Hay Bale Homes, Mark Webster
- Trolley with brakes, RajSTC
- RE: Trolley with brakes, FERGUSON, GREGORY N
- RE: Testing of SMRF Joints, Charlie Carter
- Re: Resultant Seismic Force, Rick . Drake
- OT: GIS Help, Russel Madere
- Re: Re: Wood Vaulted Gable Roof Truss Endwall, Richard Lewis
- excavation bracing, JRHarris
- Re: GIS Help, JCohen
- Grade 8 bolts in place of A325 bolts, AnandNene
- Re: excavation bracing, MJL Engineering Ltd.
- RE: Grade 8 bolts in place of A325 bolts, Robert Rollo
- Re: Anchorage to concrete, Robert Shaffer
- RE: Grade 8 bolts in place of A325 bolts, Chris Palmateer
- Good-Natured Lawyer Bashing, Caldwell, Stan
- RE: Grade 8 bolts in place of A325 bolts, Heath Mitchell
- RE: Grade 8 bolts in place of A325 bolts, Ritter, Mike
- Re: Grade 8 bolts in place of A325 bolts, Paul Martin
- RE: Re: Wood Vaulted Gable Roof Truss End wall, SEConsultant
- drift calculation, 1997 UBC using ASD, Jeff Smith
- Re: Grade 8 bolts in place of A325 bolts, Parkview Consulting,Inc.
- Pole Foundation Embedment, RajSTC
- RE: excavation bracing, Dick_Roberts
- Re: Epoxy (et al) Injection, murat erbas
- RE: Good-Natured Lawyer Bashing, dave . angelotti
- BACKFILL ON CORRUGATE STEEL TUNNEL, Leonardo Zapata
- Re: Pole Foundation Embedment, Charles Greenlaw
- Development Length for Prestressing Strand, Mike
- RE: REBARS : ASTM A 615 GRADE 60, Ed Fasula
- Pole Embedment-One More Question, RajSTC
- RE: REBARS : ASTM A 615 GRADE 60, Sherman, William
- Re: BACKFILL ON CORRUGATE STEEL TUNNEL, Eddie Gonzalez
- Re: Development Length for Prestressing Strand, Gil Brock
- Re: Pole Foundation Embedment, Ed . Haninger
- Re: Good-Natured Lawyer Bashing, GEOHAK
- Re;micropiling and soil nailing, Daniel Indrawan
- RE: Epoxy (et al) Injection, Silva John (sj)
- RE: REBARS : ASTM A 615 GRADE 60, Christopher Wright
- RE: REBARS : ASTM A 615 GRADE 60, Christopher Wright
- Vehicle Crash Barriers, CanitzCF
- RE: Good-Natured Lawyer Bashing, Gerard Madden
- International Conference on Vibrations, Majid Sarraf
- Re: Pole Embedment-One More Question, Charles Greenlaw
- RE: International Conference on Vibrations, Sherman, William
- Re: drift calculation, 1997 UBC using ASD, Robert J Bossi, PE
- RE: Grade 8 bolts in place of A325 bolts, MKnight
- RE: International Conference on Vibrations, Mark Gilligan
- What's new at www.seaoc.org, MarkD
- Crane Runway Earthquake Loads - Urgent !, Pablo Arrieta R.
- RE: Re;micropiling and soil nailing, Ritter, Mike
- FW: BACKFILL ON CORRUGATE STEEL TUNNEL, Leonardo Zapata
- micropiling and soil nailing, DECATOR, DENNIS
- FW: BACKFILL ON CORRUGATE STEEL TUNNEL, Leonardo Zapata
- Re: Crane Runway Earthquake Loads - Urgent !, Christopher Wright
- RE: excavation bracing, Mark E. Deardorff
- RE: drift calculation, 1997 UBC using ASD, Jeff Smith
- Ideas???, Greg Varney
- Re: Ideas???, Joe Zlab
- Re: Anchorage to concrete, Tom . Hunt
- RE: Ideas???, Ron Roberts
- RE: Anchorage to concrete, Silva John (sj)
- drift calculation, 1997 UBC using ASD, Alexander Sasha Itsekson
- RE: Equipment Vibrations, Sherman, William
- RE: Anchorage to concrete, Sherman, William
- RE: Anchorage to concrete, Lutz,James
- Re: Anchorage to concrete, Robert Shaffer
- Re: drift calculation, 1997 UBC using ASD, Robert J Bossi, PE
- Symposium on Impact, Friction, Structures & Intelligent Machines, Majid Sarraf
- Re: Anchorage to concrete, Robert Shaffer
- Re: BACKFILL ON CORRUGATE STEEL TUNNEL, Steve Powell
- Re: drift calculation, 1997 UBC using ASD, SDGSE
- RE: Anchorage to concrete, Silva John (sj)
- RE: Excavation Bracing, Caldwell, Stan
- Re: drift calculation, 1997 UBC using ASD, Robert J Bossi, PE
- Re: drift calculation, 1997 UBC using ASD, Michael Valley
- Re: Need information on Hay Bale Homes, Debby Hight
- RE: drift calculation, 1997 UBC using ASD, Jeff Smith
- engineering software, LYUDMILA GURTOVAYA
- Reuters Article, Sandy Pringle
- Re: drift calculation, 1997 UBC using ASD, SDGSE
- RE: Reuters Article, Mark E. Deardorff
- Re: drift calculation, 1997 UBC using ASD, Mlcse
- FEMA 273, Overturning and a possible solution to the problem., FEMCCLURE
- Re: engineering software, Nicole Stoudt
- Re: engineering software, Paul Martin
- RE: drift calculation, 1997 UBC using ASD, Alexander Sasha Itsekson
- RE: engineering software, Caldwell, Stan
- RE: drift calculation, 1997 UBC using ASD, George Richards, P.E.
- RE: drift calculation, 1997 UBC using ASD, Bill Allen
- RE: engineering software, dave . angelotti
- RE: drift calculation, 1997 UBC using ASD, Christopher Wright
- RE: engineering software, Caldwell, Stan
- Re: drift calculation, 1997 UBC using ASD, BCainse
- Re: To Mr. Greenlaw, RajSTC
- re: engineering software, Arvind K. Bisarya
- RE: engineering software, Antonio Arthay, P.E.
- RE: engineering software, Scott, William N.
- RE: engineering software, Rex Donahey
- >FW: Italy Collapse of six-story res. apartment building, Casey
- Re: Pole embedment, 3rd Q., Charles Greenlaw
- RE: engineering software, Joseph Harouni
- Re: engineering software, David Kerins
- [no subject], Aaron Burkhardt
- Re: Cable Allowable Load, phk3388
- Re: engineering software, Neil Glaser
- Overseas Designations, Blakely, Bernie
- RE: Overseas Designations, Rupert Noton
- Re: engineering software, plec
- Re: Overseas Designations, Peter McCormack
- REply to "Am I the Only Staad Supporter", MSSROLLO
- To: phk3388, Fariborz Tehrani
- RE: engineering software, Waterman Drinkwater
- Re: Overseas Designations, Fariborz Tehrani
- Re: engineering software, Bohm, Gabriel
- Cable grid structures, Carlos Manuel Ferrer Gisbert
- Dual System - SCBF w/SMRF, Eddie Gonzalez
- Re: engineering software, Eddie Gonzalez
- ANCHORAGE TO CONCRETE, Randy Hamilton P.E.
- RE: engineering software, Lutz,James
- RE: engineering software, Brian K. Smith
- RE: engineering software, Christopher Wright
- RE: Dual System - SCBF w/SMRF, Yousefi, Ben
- Re: Cable grid structures, Fariborz Tehrani
- Re: Spreadsheet Continuous Beam Analysis, Anaa
- I have asked to be dropped from the list server at least 4 days in a row and many times per day, Frank Linhart
- New Risa 3d for windows, Gerard Madden
- Presentation - Geotechnical Aspects of Turkey Earthquake, Becker, Rick
- Engineering software, JPRiley485
- Re: Presentation - Geotechnical Aspects of Turkey Earthquake, Mike O'Brien
- Re: engineering software, Ed . Haninger
- RE: engineering software, Cain, William
- RE: Cable grid structures, Carl Taylor
- Re: Near source factor for City of Newport, Oregon, Swingle, Mark
- RE: engineering software, Scott, William N.
- RE: engineering software, Caldwell, Stan
- RE: ANCHORAGE TO CONCRETE, Silva John (sj)
- Re: drift calculation, 1997 UBC using ASD, John Rose
- RE: engineering software, Mark Gilligan
- Welded Steel Beam-column moment connection, Aniruddha Moitra
- P-d effects, Ass. m-r Lile Denkovska
- Steel-on-Steel Galling, Ed Fasula
- Re: Welded Steel Beam-column moment connection, Luis F. Zapata
- RE: engineering software, Christopher Wright
- to: phk3388, Alex Nacionales
- Re: Vol.1 errata, Robert J Bossi, PE
- RE: engineering software, Brian K. Smith
- Re:, NDZ28
- Please drop me from the server list, jpd
- please get me off your list server, jpd
- please drop me from the list server now please, jpd
- RE: Please drop me from the server list, Bill Allen
- Re: please get me off your list server, Greg Smith
- Re: please get me off your list server, jpd
- Re: engineering software RISA - 3D Version 4.0 (Windows), FEMCCLURE
- RE: please get me off your list server, Mark E. Deardorff
- [no subject], jpd
- Re: damage to buildings from nearby quarry blasting, SCHFUN
- RE: Please drop me from the server list, Mark E. Deardorff
- Re:, Christopher Wright
- RE: Please drop me from the server list, SEConsultant
- Re: damage to buildings from nearby quarry blasting, John Schenne
- RE: engineering software, SEConsultant
- [no subject], J. Víctor Tapia V
- Re: Please drop me from the server list, Drew Morris
- Re: damage to buildings from nearby quarry blasting, sasquake
- leaving seaint, jpd
- RE: leaving seaint, SEConsultant
- FREE Seismic Load Spreadsheet, structech
- Re: engineering software, Paul Ransom
- Re: engineering software, Christopher Wright
- RE: engineering software, Mark E. Deardorff
- RE: engineering software, Waterman Drinkwater
- RE: engineering software, Waterman Drinkwater
- RE: engineering software, Waterman Drinkwater
- Turkey Earthquake, murat erbas
- RE: engineering software, Christopher Wright
- RE: engineering software, Christopher Wright
- RE: engineering software, Waterman Drinkwater
- RE: engineering software, Waterman Drinkwater
- RE: engineering software, Christopher Wright
- RE: REply to "Am I the Only Staad Supporter", Francis . Ang
- ruaumoko, Ass. m-r Lile Denkovska
- Visual Analysis and Design, Olive, Harry
- RE: Visual Analysis and Design, Richard Lindenberg
- Re: I have asked to be dropped from the list server at least 4 days in a row and many times per day, Tom . Hunt
- Re: Please drop me from the server list, Tom . Hunt
- A992 Steel, Blakely, Bernie
- RE: A992 Steel, BILL PULYER
- Effect of anchor bolts sleeve, Sherman, William
- Re: engineering software, Paul Ransom
- Japanese Building Codes, Bibbs, David
- HOW TO UNSUBSCRIBE, Shafat Qazi
- Neoprene bridge bearings, NRoselund
- Re: Turkey Earthquake, fturner
- Re: engineering software, Christopher Wright
- '97 UBC Spreadsheet Data Extraction Tool, SEConsultant
- Job Opening, Joseph Harouni
- RE: Neoprene bridge bearings, Robert Rollo
- RE: Effect of anchor bolts sleeve, Silva John (sj)
- Re:, Christopher Wright
- RE: Neoprene bridge bearings, Roger Davis
- What does "credible" mean?, RoyLevy
- Re:, Richard & audra
- Re: damage to buildings from nearby quarry blasting, Walter Sawruk
- Re: ANCHORAGE TO CONCRETE, COEngineer
- RE: damage to buildings from nearby quarry blasting, Ed Marshall
- Re: Job Opening, Ido Shimony
- Re:, sasquake
- Re:, Richard & audra
- Fw: Ed McDermott, Williston L. Warren, IV - S.E.
- RE: engineering software, Joseph Harouni
- RE: Calculator Structure, Fredericks, Douglas/SAC
- Re: Japanese Building Codes, vicpeng
- RE: HP28-S Battery Door Problem, Eric Schreiner
- RE: Ed McDermott, SEConsultant
- Re:, Robert Kazanjy
- RE: Effect of anchor bolts sleeve, Sherman, William
- 97 UBC 1633.2.8.1 Out-of-plane wall anchorage to flex diap (concr or cmu walls), Swingle, Mark
- [Shafat] Re: HOW TO UNSUBSCRIBE, Rick Burch
- Flexible Diaphragm Deflection Calculations, SEConsultant
- 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?, Swingle, Mark
- RE: 97 UBC 1633.2.8.1 Out-of-plane wall anchorage to flex diap (concr or cmu walls), SEConsultant
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, SEConsultant
- RE: [Shafat] Re: HOW TO UNSUBSCRIBE, SEConsultant
- RE: engineering software, Ray Pixley
- Re: 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?, Michael Valley
- RE: 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?, Bill Allen
- RE: engineering software, Ed . Haninger
- Re: 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?, Swingle, Mark
- RE: engineering software, Ray Pixley
- Wood Truss Reinforcement, DAVID N. MARTIN, P.E
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, Bill Allen
- [no subject], tsiknias
- Re: Wood Truss Reinforcement, Bogdan
- Re:, Drew Morris
- Re:, Alejandro Herrera
- NCSEA Structural Engineering Winter Institute, Benjamin Baer
- RE: A992 Steel, Charlie Carter
- Catenary, DECATOR, DENNIS
- Re: engineering software, Lynn H
- Re: Wood truss reinforcement, NRoselund
- Re: Wood Truss Reinforcement, Greg Smith
- Catenary Calcs, Peter McCormack
- QUALITY ASSURANCE References, Wladimir Bassett A.
- Fall Protection System - Loading, RajSTC
- RE: Effect of anchor bolts sleeve, Silva John (sj)
- Re: Fall Protection System - Loading, John Tessem
- Re: Effect of anchor bolts sleeve, Randy Russ
- Testing Epoxied Anchors, Larry Hauer
- ASTM C-913 vs. ACI 350, MARK MINTICH
- RE: Fall Protection System - Loading, Armijo, John J (PWCSD 273)
- Re: Catenary, Jason Emoto
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, SEConsultant
- Reference book for Cable structures, Nawel Nourai
- RE: ASTM C-913 vs. ACI 350, Lutz,James
- RE: 97 UBC 1633.2.8.1 Out-of-plane wall anchorage to flex diap (c oncr or cmu walls), Gerard Madden
- RE: Fall Protection System - Loading, Ritter, Mike
- RE: Fall Protection System - Loading, Ritter, Mike
- Go Direct for your Code Questions at seismo-all(--nospam--at)seaint.org, SEConsultant
- Re: HP Battery Case - Aluminum tape, sasquake
- RE: Go Direct for your Code Questions at seismo-all(--nospam--at)seaint.org, Mark E. Deardorff
- Re: Wood Truss Reinforcement, Charles Greenlaw
- Re: Catenary, Walter Sawruk
- Re: engineering software, Scott Maxwell
- RE: engineering software, Scott Maxwell
- Re: Code Questions, Martin W. Johnson
- engineering software, Randy Diviney
- RE: ASTM C-913 vs. ACI 350, Sherman, William
- Re: [Shafat] Re: HOW TO UNSUBSCRIBE, Shafat Qazi
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, Swingle, Mark
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, SEConsultant
- Re: Shear Wall Design, BDWOLF123
- Re: What does "credible" mean?, Paul Crocker
- Re: What does "credible" mean?, Michael Valley
- RE: Shear Wall Design, SEConsultant
- RE: What does "credible" mean?, Sherman, William
- Re: Hp28-S, Alex Nacionales
- RE: Fall Protection System - Loading, Christopher Wright
- Continuous Monorail, RajSTC
- RE: Catenary, Integrated Technical Software Pty Ltd
- RE: 97 UBC 1633.2.4 Deformation compatibility - is that a typo?, Swingle, Mark
- Re: Shear Wall Design, Charles Greenlaw
- Re: Shear Wall Design, Swingle, Mark
- Woodworks 2000, AnandNene
- RE: Shear Wall Design, SEConsultant
- Re: Shear Wall Design, BDWOLF123
- RE: Woodworks 2000, Mark E. Deardorff
- RE: Shear Wall Design, Joseph M. Otto, P.E.
- RE: Shear Wall Design, SEConsultant
- RE: Shear Wall Design, Bill Allen
- RE: What does "credible" mean?, Bill Allen
- Re: Shear Wall Design, NRoselund
- RE: Shear Wall Design, SEConsultant
- RE: Catenary, Peter McCormack
- Re: Woodworks 2000, Peter McCormack
- FW: Buildingteam.com - Your source for PROFESSIONAL DEVELOPMENT INFORMATION part1, DECATOR, DENNIS
- FW: Buildingteam.com - Your source for PROFESSIONAL DEVELOPMENT INFORMATION part2, DECATOR, DENNIS
- Re: Shear Wall Design -- (Correction), NRoselund
- Re: sheqr wall design, merrick group
- Re: Shear Wall Design / Bill(--nospam--at)AllenDesigns, BDWOLF123
- Re: Shear Wall Design / Bill(--nospam--at)AllenDesigns, PEC - Lake City
- Re: Shear Wall Design / Bill(--nospam--at)AllenDesigns, GEOHAK
- dynamic condensation, Waterman Drinkwater
- Re: dynamic condensation, Christopher Wright
- RE: Shear Wall Design / Bill(--nospam--at)AllenDesigns, Joseph M. Otto, P.E.
- Re: Shear Wall Design / Bill(--nospam--at)AllenDesigns, Peter McCormack
- Re: dynamic condensation, Peter McCormack
- RE: Shear Wall Design / Bill(--nospam--at)AllenDesigns, SEConsultant
- Re: Shear Wall Design, chuckuc
- AISC Floor plate bending capacity table, plec
- RE: Continuous Monorail, Sherman, William
- Re: AISC Floor plate bending capacity table, Jim Kestner
- RE: AISC Floor plate bending capacity table, Charlie Carter
- Re: AISC Floor plate bending capacity table, Christopher Wright
- Re: AISC Floor plate bending capacity table, plec
- California SE exam, Nicole Stoudt
- RE: California SE exam, Yousefi, Ben
- Re: AISC Floor plate bending capacity table, John O'Brien
- RE: California SE exam, Khosrownia, Ghassem SPK
- RE: California SE exam, Nicole Stoudt
- RE: California SE exam -Reply, Abe Knapp
- RE: California SE exam, Chun Lau
- RE: California SE exam, Scott Maxwell
- Re: California SE exam, Paul Crocker
- RE: Shear Wall Design / Bill(--nospam--at)AllenDesigns, Bill Allen
- Re: California SE exam, Scott Maxwell
- Re: dynamic condensation, Walter Sawruk
- RE: Shear Wall Design / Bill(--nospam--at)AllenDesigns, Bill Allen
- RE: Shear Wall Design / Bill(--nospam--at)AllenDesigns, Rudolph Ruana
- RE: California SE exam -Reply, Scott Maxwell
- engineering software, Carl Taylor
- Re: Shear Wall Design / NOT "Bill(--nospam--at)AllenDesigns", SDGSE
- Concrete and Steel Piles Rehabilitation., jojosee
- Concrete and Steel Piles Rehabilitation., jojosee
- TEST (Please delete), Rod Exel
- Re: Shear Wall Design/Billy Bob, BDWOLF123
- Re: Concrete and Steel Piles Rehabilitation., Fariborz Tehrani
- RE: Shear Wall Design, Yousefi, Ben
- CELSOC Lunch Meeting Tomorrow (11/18/99), TBenson
- RE: California SE exam, Roger Turk
- Re: Fall Protection System - Loading, Paul Ransom
- Re: shear wall design; std. of care, Charles Greenlaw
- RE: Wood Truss Reinforcement, Ed Fasula
- Re: Japanese Building Codes, Philip Christensen
- RE: AISC Floor plate bending capacity table, Ritter, Mike
- Re: Fall Protection System - Loading, Benjamin Baer
- Exam US intention, Pablo Arrieta R.
- RE: Exam US intention, Polhemus, Bill
- Exam US intention, Roger Turk
- RE: California SE exam, Polhemus, Bill
- RE: AISC Floor plate bending capacity table, Charlie Carter
- RE: California SE exam -Reply -Reply, Abe Knapp
- Re: Exam US intention, Christopher Wright
- RE: AISC Floor plate bending capacity table, Charlie Carter
- Re: AISC Floor plate bending capacity table, Rick . Drake
- RE: Exam US intention, Cain, William
- RE: Exam US intention, Polhemus, Bill
- RE: Exam US intention, Scott Maxwell
- RE: Exam US intention, Cain, William
- RE: Exam US intention, Polhemus, Bill
- Snow Load Analysis, Gobo, Gina
- RE: Snow Load Analysis, Lutz,James
- Re: Shear Wall Design/Bill, BDWOLF123
- welded moment connections, Aniruddha Moitra
- RE: Exam US intention, Christopher Wright
- Re: engineering software, Ye Zhou
- RE: Snow Load Analysis, Jeff Smith
- RE: Wood Truss Reinforcement, Charles Greenlaw
- Re: Shear Wall Design/Billy Bob, Swingle, Mark
- Re: Shear Wall Design/Billy Bob, Swingle, Mark
- Fw:, Blake Haley
- Re: Fw:, Charley Hamilton
- Re: Fw:, Amie Smith
- 3-D Loading, Joseph Harouni
- RE: Fw:, Polhemus, Bill
- Re: Fw:, SDGSE
- Re: FW:, Blake Haley
- RE: dynamic condensation, Waterman Drinkwater
- ASCE 7-95 Gust Response Factors, Randy Russ
- Re: 3-D Loading, Scott Maxwell
- RE: Fw:, Polhemus, Bill
- Galv Nails in P.T. Sole Plates, Paul_Reilly
- Re: Fw:, Paul_Reilly
- RE: 3-D Loading, Bill Allen
- RE: 3-D Loading, Michael Valley
- RE: 3-D Loading, Bill Allen
- Re: Galv Nails in P.T. Sole Plates, chuckuc
- Re: California SE exam, RBoe275
- Re: Galv Nails in P.T. Sole Plates, Charles Greenlaw
- RE: shear wall design; std. of care, SEConsultant
- Re: Civil in AZ, Kipp Martin
- Allowable Stress, RajSTC
- RE: CELSOC Lunch Meeting Tomorrow (11/18/99), Rawn Nelson
- RE: Allowable Stress, Ramirez, Victor
- Re: RE: Allowable Stress, Chris Harris
- Re: Allowable Stress, RajSTC
- Re: strong axis bending, RajSTC
- Re: Allowable Stress, Fariborz Tehrani
- galvanized products, Regis King
- HSS design examples, John O'Brien
- Re: Allowable Stress, Panos Trochalakis
- Re: Allowable Stress, Michael Valley
- Re: Allowable Stress, Regis King
- RE: Allowable Stress, Lutz,James
- RE: Std. of Care, Charles Greenlaw
- RE: Allowable Stress, Charlie Carter
- RE: California SE exam, Gerard Madden
- Re: Allowable Stress, Michael Valley
- Re: strong axis bending, Roger Turk
- RE: strong axis bending, Dick_Roberts
- RE: Allowable Stress, Scott Maxwell
- 3_D analysis non-parallel walls, merrick group
- RE: 3-D Loading, Joseph Harouni
- please help me to leave this site, stevedalton
- Re: Standard of Care v Code, GEOHAK
- RE: Allowable Stress, Charlie Carter
- Re: strong axis bending, RajSTC
- Re: strong axis bending, Daniel Indrawan
- RE: strong axis bending, Charlie Carter
- RE: 3-D Loading, Scott Maxwell
- Re: please help me to leave this site, Greg Smith
- Re: strong axis bending, Roger Turk
- RE: Standard of Care v Code, SEConsultant
- Fw:, vicpeng
- Re: Fw: OOPS!, sasquake
- RE:, SEConsultant
- RE:-gry, Mark Gilligan
- RE:-gry, Mark Gilligan
- Another Riddle?!, vicpeng
- RE: Another Riddle?!, Bill Allen
- RE: HSS design examples, Rupert Noton
- Comparison of RAM Advanse and SAP 2000, Mark Rodgers
- SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Martin W. Johnson
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculati ng rho, George Richards, P.E.
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Charles Greenlaw
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculat, Michael Valley
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Mark E. Deardorff
- RE: Comparison of RAM Advanse and SAP 2000, Mark E. Deardorff
- please help me to leave this site- no, on for life, Jim Anderson
- Re: please help me to leave this site- no, on for life, Shafat Qazi
- Masonry Control Joints, Joyce Fuss
- RE: Comparison of RAM Advanse and SAP 2000, Lutz,James
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, SEConsultant
- HDG nails in PT lumber, the . callens
- Wood Designation Question, James F Fulton
- Re: Wood Designation Question, Jack_Creviston
- RE: Wood Designation Question, Richard Lindenberg
- RE: SEAOC seismology opinion regarding 1, Roger Turk
- Wood Designation Question, Roger Turk
- RE: Wood Designation Question, Dan Vines
- Key-Hole Base Plate, Blomberg, Paul
- please redirect my list srever mail, PeckDesign
- RE: Key-Hole Base Plate, Polhemus, Bill
- RE: SEAOC seismology opinion regarding 10/Lw factor for calcula, Christopher Wright
- RE:Key-Hole Base Plate, Mark Gilligan
- RE: Key-Hole Base Plate, Charlie Carter
- Re: Key-Hole Base Plate, Edwin Schmeckpeper
- LARSA98, Eddie Gonzalez
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Robert J Bossi, PE
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Rick . Drake
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Charles Greenlaw
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, sasquake
- RE: Exam US intention, Ed Fasula
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Robert J Bossi, PE
- Re: TEST OF LIST SERVER FOR DUPLICATE Emails, Peter De Vere
- RE: Exam US intention, Christopher Wright
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, sasquake
- Re: SEAOC seismology opinion regarding 1, Roger Turk
- Re: SEAOC seismology opinion regarding 1, Robert J Bossi, PE
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, SEConsultant
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, SEConsultant
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Robert J Bossi, PE
- expansion bolt icbo approval, Lee Harrison
- Northern CA Opportunity, Brad Friederichs
- Re: expansion bolt icbo approval, Robert Shaffer
- CONTRACT WITH WHOMEVER?, JohnOttCE
- Re: CONTRACT WITH WHOMEVER?, Christopher Wright
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, NDZ28
- Re: CONTRACT WITH WHOMEVER?, Charles Greenlaw
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, SEConsultant
- wood designation question, buddy_showalter
- RE: CONTRACT WITH WHOMEVER?, William Keil
- RE: CONTRACT WITH WHOMEVER?, Polhemus, Bill
- RE: Northern CA Opportunity, Polhemus, Bill
- 10/lw factor and Wood Frame Walls, Ron O. Hamburger
- RE: Northern CA Opportunity, Polhemus, Bill
- RE: CONTRACT WITH WHOMEVER?, Polhemus, Bill
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Bill Allen
- Beam Clamps, Gobo, Gina
- RE: Northern CA Opportunity, Scott Maxwell
- Re: SEAOC seismology opinion (10/Lw), Michael Valley
- RE: Northern CA Opportunity, Polhemus, Bill
- Re: Northern CA Opportunity, RajSTC
- RE: Beam Clamps, Polhemus, Bill
- re: Beam Clamps, Arvind K. Bisarya
- RE: Northern CA Opportunity, Scott Maxwell
- 100k Salary Offer, JPZOSOlz
- Inclined diaphagms, Alberto Guida
- School design, Scott Maxwell
- 1997 UBC 2315 Wood Shear Walls with openings, Bill Allen
- Oregon Draft Permanent Rule for Structural Engineering, sasquake
- Re: Beam Clamps, PEC - Lake City
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, sasquake
- LOOKING FOR HOUSENER SELECTED PAPERS, HELP !, Pablo Arrieta R.
- Re: SEAOC seismology opinion (10/Lw), Charles Greenlaw
- Dry-Rot Glulam Beam Retrofit, Kevin Kaplan
- RE: Beam Clamps, Polhemus, Bill
- ADAPT software, Scott Maxwell
- RE: Beam Clamps, Arvind K. Bisarya
- DC Spectral Ordinates, Nicole Stoudt
- RE: ADAPT software, Scott Melnick
- RE: SEAOC seismology opinion (10/Lw), Bill Allen
- Re: LOOKING FOR HOUSENER SELECTED PAPERS, HELP !, sasquake
- Re: DC Spectral Ordinates, Michael Valley
- RE: ADAPT software, Scott Maxwell
- RE: SEAOC seismology opinion (10/Lw), Michael Valley
- RE: ADAPT software, Brent Koch
- Re: Inclined Diaphragms, T. Eric Gillham PE
- Re: SEAOC seismology opinion (10/Lw), Robert J Bossi, PE
- Re: LOOKING FOR HOUSENER SELECTED PAPERS, HELP !, Daniel Indrawan
- RE: 10/lw factor and Wood Frame Walls, SEConsultant
- Need Drafts Person in South Bay CA, Shafat Qazi
- RE: SEAOC seismology opinion (10/Lw), SEConsultant
- RE: Inclined Diaphragms, Alberto Guida
- Re: Dry-Rot Glulam Beam Retrofit, Bob Kazanjy
- RE: Beam Clamps, MKnight
- RE: Beam Clamps, MKnight
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, Rick . Drake
- Happy Thanksgiving, Mark E. Deardorff
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculating rho, Charles Greenlaw
- Fw: needs drafts person, Dave Anderson
- Re: SEAOC seismology opinion regarding 10/Lw factor forcalculating rho, Fountain Conner
- RE: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, SEConsultant
- Opinions on Algor software, Dario Romano
- Re: Fall Protection System - Loading, David Evangelista, PE
- Re: SEAOC seismology opinion regarding 10/Lw factor for calculatingrho, sasquake
- (no subject), LRGrabia
- Committee on Wood, Ron O. Hamburger
- Re: LIST SERVER TEST devere(--nospam--at)asme.org, Peter De Vere
- Re: Committee on Wood, Christopher Wright
- RE: Committee on Wood, Mark E. Deardorff
- Collectors 1633.2.6, NDZ28
- RE: Committee on Wood, Christopher Wright
- RE: Committee on Wood, Mark Gilligan
- RE: SEAOC seismology opinion ..., Michael Valley
- RE: Committee on Wood, Mark E. Deardorff
- Re: Committee on Wood, Lynn H
- Committee on Wood, sasquake
- RE: SEAOC seismology opinion ..., Charles Greenlaw
- RE: SEAOC seismology opinion ..., Christopher Wright
- Re: Reliabilitiy - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
- Re: SEAOC seismology opinion ..., Robert J Bossi, PE
- USGS Professional Papers on the Loma Prieta Earthquake, sasquake
- Re: SEAOC seismology opinion ..., Max Porter
- RE: SEAOC seismology opinion ..., Byainc
- RE: Beam Clamps, Dee Henrie
- TI-809-04 Spectral Ordinates., kassam
- Opinions about Algor software, Dario Romano
- Test Message - Please Delete, Rick . Drake
- Re: Opinions about Algor software, Christopher Wright
- Re: Concrete and Steel Piles Rehabilitation., murat erbas
- 1/3 stress increase for 5 psf interior wind load, Dan Vines
- RE: 1/3 stress increase for 5 psf interior wind load, Lutz,James
- RE: 1/3 stress increase for 5 psf interior wind load, Ritter, Mike
- RE: 1/3 stress increase for 5 psf interior wind load, Robert Rollo
- RE: 1/3 stress increase for 5 psf interior wind load, Yousefi, Ben
- RE: 1/3 stress increase for 5 psf interior wind load, Lutz,James
- RE: 1/3 stress increase for 5 psf interior wind load, Dan Vines
- RE: 1/3 stress increase for 5 psf interior wind load, Gerard Madden
- RE: 1/3 stress increase for 5 psf interior wind load, George Richards, P.E.
- Re: 1/3 stress increase for 5 psf interior wind load, Fariborz Tehrani
- Cal.PE Board under fire at Legislature, Charles Greenlaw
- B-Line Beam Clamps, Jim Warne
- ASME vs AWS Welding Qualifications, Michael Caron
- 1/3 stress increase for 5 psf interior w, Roger Turk
- Re: ASME vs AWS Welding Qualifications, Christopher Wright
- Snow loads in Colorado, Peter McCormack
- Re: Snow loads in Colorado, Bruce D Pooley
- Re: Snow loads in Colorado, Peter McCormack
- RE: 1/3 stress increase for 5 psf interior wind load, Khosrownia, Ghassem SPK
- re: welded moment connections, Arvind K. Bisarya
- re: welded moment connections, Aniruddha Moitra
- PT Slab On Grade, MRodrig273
- RE: PT Slab On Grade, Jeff Williams
- RE: PT Slab On Grade, Lutz,James
- Beach Sand, Alex Nacionales
- RE: Beach Sand, Charles Espenlaub
- Re: Beach Sand, MRodrig273
- Re: Beach Sand, Peter De Vere
- Re: Beach Sand, Patrick F. Quinn
- Re: 1/3 stress increase for 5 psf interior wind load, Paul Ransom
- SEA Membership Inquiry, Ed Fasula
- Re: Beach Sand, Evan Jorgensen
- Re: SEA Membership Inquiry, Constantine Shuhaibar
- Re: SEA Membership Inquiry, Neil Moore
- Foundations, Bogdan
- Plywood Shear Walls, Skarin, Eric
- RE: SEA Membership Inquiry, SEConsultant
- Re: SEA Membership Inquiry, Constantine Shuhaibar
- Re: dynamic condensation, Waldemar Quiles
- Re: SEA Membership Inquiry, Shafat Qazi
- SEAOC "The One Page Green Book of Existing Building Structural Evaluation etc., FEMCCLURE
- Fw: "NEW VIRUS INFORMATION.", plec
- New SEAOC Roster, Ron O. Hamburger
- Re: New SEAOC Roster, Neil Moore
- Re: listserve removal, Steven Chu
- office live load, Jeff Smith
- UPDATE 1/3 stress increase for 5 psf interior wind load, Dan Vines
- Anchorage to concrete, Jeff J. Johnson
- UPDATE 1/3 stress increase for 5 psf int, Roger Turk
- RE: office live load, William Keil
- RE: Anchorage to concrete, Rex Donahey
- Re: listserve removal, Shafat Qazi
- RE: UPDATE 1/3 stress increase for 5 psf int, Dan Vines
- RE: Anchorage to concrete, Charles Espenlaub
- Hello Bogdan D !, Gerard Madden
- Re: TEST, Peter De Vere
- Plywood shear walls with 3x sills..., Dave Adams
- Plywood Shear Walls, Skarin, Eric
- Re: office live load, Charles Greenlaw
- RE: office live load, Jeff Smith
- Re: Plywood shear walls with 3x sills..., Tom Liberty
- RE: office live load, Bill Allen
- Re: Hello Bogdan D !, Peter De Vere
- Re: Reliability - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
- Re: Reliability - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
- Re: Reliability - Redundancy, 1997, Section 1630, FEMCCLURE
- Na exception section 1629.4.2, Jeff Smith
- Out of Plane Wall Anchorage, Jake Watson
- Re: SEAOC"The One Page Green Book of Existing Building Structural Evaluation etc., Richard L. Hess
- RE: Out of Plane Wall Anchorage, Gerard Madden
- ISSUES IN FORENSIC ENGINEERING 2000, SCHFUN
- Energy Absorbing Foundation For Manufactured Housing, Ken Reed
- Re: Energy Absorbing Foundation For Manufactured Housing, Charles Greenlaw
- RE: Testing Epoxied Anchors, Silva John (sj)
- RE: Anchorage to concrete, Silva John (sj)
- RE: Reliability - Redundancy Factor, 1997 UBC, Section 1630, SEConsultant
- Re: DeVere (vs. Madden), Bogdan
- Re: Out of Plane Wall Anchorage, BSmithSE
- RE: Reliability - Redundancy Factor, 1997 UBC, Section 1630, Ron O. Hamburger
- IBC/2000 - Too Much, Too Fast, Roger Turk
- Effectiveness Date for 2000 IBC and the fate of the UCBC, fturner
- Wharf Strengthening, fabricio rosales
- RE: DeVere (vs. Madden), Gerard Madden
- Re: Out-of-plane buckling of arched beams, Fariborz Tehrani
- Re: DeVere (vs. Madden), Peter De Vere
- RE: Test, Please delete!, Fariborz Tehrani
- Re: This is a test! Please delete!, Fariborz Tehrani
- Re: Out-of-plane buckling of arched beams, Fariborz Tehrani
- Design of knee braced steel frame for support of a crane on a trolley, Simon Solorio
- RE: Design of knee braced steel frame for support of a crane on a trolley, Khosrownia, Ghassem SPK
- RE: Design of knee braced steel frame for support of a crane on, Christopher Wright
- RE: Design of knee braced steel frame for support of a crane on a trolley, Khosrownia, Ghassem SPK
- Structural glass design, Fariborz Tehrani
- RE: Design of knee braced steel frame for support of a crane on a trolley, Yousefi, Ben
- RE: Design of knee braced steel frame for support of a crane on a trolley, Yousefi, Ben
- RE: Structural glass design, Armijo, John J (PWCSD 273)
- Structural glass design, Fariborz Tehrani
- Structural Glass Design, Fariborz Tehrani
- Re: Out of Plane Wall Anchorage, COEngineer
- Re: Reliability - Redundancy Factor, 1997 UBC, Section 1630, Paul Crocker
- Code Change Consensus Process, Kris
- Re: Out of Plane Wall Anchorage, Peder and/or Cathy Golberg
- Re: Plywood shear walls with 3x sills..., Peder and/or Cathy Golberg
- Re: SEAOC "The One Page Green Book of Existing Building Structural Evaluation..., FEMCCLURE
- Re: Reliability - Redundancy Factor, 1997 UBC, Section 1630, FEMCCLURE
- Shafat: Auto replies?, Robert Rollo
- Re: Energy Absorbing Foundation For Manufactured Housing, Philip T. Hodge
- Re: Energy Absorbing Foundation For Manufactured Housing, Mark Gilligan
- Re: Structural glass design, Adolfo Galvez
- Re: Energy Absorbing Foundation For Manu, Roger Turk
- Shafat: Auto replies?, Roger Turk
- FW: Out-of-plane buckling of arched beams, La Count, Curt
- Seismic Code Protests, Charles Greenlaw
- Re: Plywood shear walls with 3x sills..., Robert Shaffer
- UBC 1997 Section 1634.5, Simon Solorio
- Words of Wisdom Wanted, Richard Lewis
- Words of Wisdom Wanted, Roger Turk
- PLYWOOD REDUNDANCY SHEAR WALL -NOT BAD, merrick group
- Re: UBC 1997 Section 1634.5, Gunnar H. Isleifsson
- Re: Shafat: Auto replies?, sasquake
- Computation of story strength, satd
- thought, Ass. m-r Lile Denkovska
- Career Change Possible - Input Requested, Anonymous
- Re: Plywood shear walls with 3x sills..., Tom Liberty
- RE: Plywood shear walls with 3x sills..., Jeff Smith
- [no subject], James Allen
- Re: Auto replies?, Paul Ransom
- Re: message formats [was Energy Absorbing Foundation], Paul Ransom
- Re: message formats [was Energy Absorbin, Roger Turk
- RE:, SEConsultant
- RE: Career Change Possible - Input Requested, SEConsultant
- RE: Career Change Possible - Input Reque, Roger Turk
- RE: Plywood shear walls with 3x sills..., SEConsultant
- Re: Plywood shear walls with 3x sills..., Roger Turk
- Re: Structural glass design, vicpeng
- RE: Plywood shear walls with 3x sills..., Cain, William
- Diaphargm nailing, James Allen
- Re: Diaphargm nailing, vicpeng
- Re: Plywood shear walls with 3x sills..., Robert Shaffer
- Re: Shafat: Auto replies?, Shafat Qazi
- Re: Re: Shafat: Auto replies?, Richard Lewis
- Re: Structural glass design, Fariborz Tehrani
- Re: Structural glass design, Jack_Creviston
- RE: Career Change Possible - Input Requested, Bill Allen
- LPILE P3, SDGSE
- RE: Words of Wisdom Wanted, Caldwell, Stan
- Live Load Distribution Factors, Pat Bachman
- Re: Career Change Possible - Input Requested, Philip T. Hodge
- RE: Career Change Possible - Input Requested, George Richards, P.E.
- Moon Stuff, Yank2002
- Re: Plywood shear walls with 3x sills..., chuckuc
- Re: Plywood shear walls with 3x sills..., Joseph R. Grill
- Re: Plywood Shear Walls, chuckuc
- RE: Career Change Possible - Input Requested, SEConsultant
- Re: Live Load Distribution Factors, David Hall
- Re: Live Load Distribution Factors, PEC - Lake City
- Re: Live Load Distribution Factors, Tom_Cummings
- Re: Moon Stuff, vicpeng
- Re: Live Load Distribution Factors, Kipp Martin
- Re: Moon Stuff, Mark D. Baker
- RE: Moon Stuff, William Keil
- Re: Moon Stuff, Paul Crocker
- Re: Moon Stuff, Charley Hamilton
- Re: Moon Stuff, vicpeng
- Re: Moon Stuff, vicpeng
- Re: Moon Stuff, fturner
- Re: Moon Stuff, SDGSE
- Re: Moon Stuff, Christopher Wright
- RE: Design of knee braced steel frame for support of a crane on a trolley, Rafael Sabelli
- RE: Moon Stuff, SEConsultant
- Re: Live Load Distribution Factors, Roger Turk
- RE: Live Load Distribution Factors, Polhemus, Bill
- Re:Moon Stuff, Wladimir Bassett A.
- RE: Design of knee braced steel frame for support of a crane on a trolley, Yousefi, Ben
- Re: Re:Moon Stuff, fturner
- Did You Feel That ?, Paul Rohrer
- Re: Did You Feel That ?, vicpeng
- RE: Did You Feel That ?, Bill Allen
- Re: Moon Stuff, Yank2002
- Re: Moon Stuff, Michael Valley
- Re: Moon Stuff, Yank2002
- Re: Moon Stuff, Peter McCormack
- Live Load Distribution Factors, Winsoft
- Block shear, Jack_Creviston
- Re: Moon Stuff, Charley Hamilton
- Re: Moon Stuff, David Hall
- Earthquake alert device, Wladimir Bassett A.
- RE: Block shear, Charlie Carter
- residential engineering in Michigan, Scott Maxwell
- Re: Moon Stuff, Mark Sampson
- Re: Moon Stuff, Michael Valley
- RE: Block shear, Rick . Drake
- Need some help with Light Gauge Built-up beams, SEConsultant
- Re: Need some help with Light Gauge Built-up beams, Rick . Drake
- Re: Moon Stuff, Juan C. Gray
- RE: Need some help with Light Gauge Built-up beams, SEConsultant
- Re: Need some help with Light Gauge Built-up beams, vicpeng
- Re: Sales skill, Juan C. Gray
- RE: Sales skill, Polhemus, Bill
- R value for log walls, Peter McCormack
- RE: Sales skill, SEConsultant
- RE: Need some help with Light Gauge Built-up beams, SEConsultant
- Re: Need some help with Light Gauge Built-up beams, vicpeng
- Re: R value for log walls, Michael Valley
- Re: R value for log walls, Bruce D Pooley
- Re: R value for log walls, sasquake
- YOU MIGHT BE AN ENGINEER IF..., Caldwell, Stan
- Re: R value for log walls, Michael Valley
- RE: Sales skill, Scott Maxwell
- Convention Pictures, Shafat Qazi
- Question regarding GLB, JANELLE L. PERRY
- RE: Question regarding GLB, Joseph M. Otto, P.E.
- Re: R value for log walls, Charles Greenlaw
- RE: Question regarding GLB, Bill Allen
- December 4, 1999 SEAOC Seismology Meeting?????, SEConsultant
- Re: Convention Pictures, Greg Smith
- Re: December 4, 1999 SEAOC Seismology Meeting????? Unsubstantiated Rho-Mers, sasquake
- Re: Moon Stuff, Yank2002
- Re: Question regarding GLB, vicpeng
- Re: Moon Stuff, Drew Morris
- Re: Plywood shear walls with 3x sills..., Rhkratzse
- Re: RE: Career Change Possible - Input Requested, Rhkratzse
- Re: Question regarding GLB, SDGSE
- RE: Need some help with Light Gauge Built-up beams, Jim Persing
- ASD vs. LRFD, Benjamin Baer
- ASD vs. LRFD, Roger Turk
- RE: [was] ASD vs. LRFD; [is now] Ivan Viest and his ENR letter to the editor, Charlie Carter
- RE: RE: Career Change Possible - Input Requested, Bill Allen
- Re: Question regarding GLB, Bruce D Pooley
- Who's using ASD or LRFD?, Randy Diviney
- Re: Who's using ASD or LRFD?, Edwin Schmeckpeper
- Re: Who's using ASD or LRFD?, Rick . Drake
- Re: Who's using ASD or LRFD?, David Hall
- Re: Who's using ASD or LRFD?, Christopher Wright
- RE: Who's using ASD or LRFD?, Bob Hanson
- Concrete Exposed to Fires, Dan Vines
- Re: Who's using ASD or LRFD?, Jason Emoto
- Re: Concrete Exposed to Fires, Elly rejuso
- OMF Design in Seismic Zone 4, Bill Allen
- Re: Who's using ASD or LRFD?, Fountain Conner
- RE: Who's using ASD or LRFD?, Mark E. Deardorff
- RE: Who's using ASD or LRFD?, Yang, Liao/ANC
- Re: Moon Stuff, Kris Hamilton
- LRFD Reference Book, Eddie Gonzalez
- RE: OMF Design in Seismic Zone 4, Joseph M. Otto, P.E.
- Formed steel deck, Bart Needham
- FW: LRFD Reference Book, La Count, Curt
- New Structural Steel, Gerard Madden
- Funny, Mark Rodgers
- Re: New Structural Steel, Bart Needham
- Dissimilar welding, Paul Feather
- RE: New Structural Steel, Heath Mitchell
- RE: New Structural Steel, Huang, Y. Henry
- Simplifying Seismic Design, Roger Turk
- Re: Funny, sasquake
- Re: New Structural Steel, Philip T. Hodge
- FW: OMF Design in Seismic Zone 4, Charlie Carter
- RE: Dissimilar welding, Charlie Carter
- RE: NEW STRUCTURAL STEEL, Charlie Carter
- Re: FW: LRFD Reference Book, Jake Watson
- RE: Dissimilar welding, Sherman, William
- OMF Design in Seismic Zone 4, Larry Hauer
- $0.02 worth A36/A50, DECATOR, DENNIS
- $0.02 worth of LRFD/ASD, DECATOR, DENNIS
- RE: Dissimilar welding, Bob Shaw
- RE: $0.02 worth of LRFD/ASD, Bob Shaw
- AISC LRFD vs. ASD, Bob Shaw
- ASD vs. LRFD, Benjamin Baer
- Blue book, John Buchanan
- Re: Funny, Jim Anderson
- mtl stud shear walls, NickJThom
- Plan check, John Buchanan
- RE: Plan check, Yousefi, Ben
- Plan check, John Buchanan
- RE: Plan check (materials), Dave Adams
- RE: Plan check, Bill Allen
- RE: mtl stud shear walls, George Richards, P.E.
- Re: Plan check, Paul Crocker
- Re: Funny, Richard & audra
- RE: mtl stud shear walls, Sid Danandeh
- Re: Funny, sasquake
- [no subject], vicpeng
- RE:, Bill Allen
- RE:, Bill Allen
- Re:, David Murphy
- Re: mtl stud shear walls, Byainc
- New Blue Books, Ron O. Hamburger
- Report on Wood Diaphragm Issues, Ron O. Hamburger
- Report on Wood Diaphragm Issues, RShreenan
- Rigid vs flexible diaphargms, James Allen
- Re: Report on Wood Diaphragm Issues, Byainc
- RE: Report on Wood Diaphragm Issues, SEConsultant
- Re: Report on Wood Diaphragm Issues, FEMCCLURE
- Re: New Blue Books, james korff pe pmp
- Re: New Blue Books, Daniel Indrawan
- International Association of Civil Engineering Students. A cry from the heart., Tim
- Bridge-Playing Engineers, Yank2002
- December 4, 1999, Seismology Committee Recommendations., FEMCCLURE
- Re: Report on Wood Diaphragm Issues, SDGSE
- Re: December 4, 1999, Seismology Committee Recommendations., FEMCCLURE
- Employment, Jose Edward Rodrigues Cristiani
- Steel Deck - ASTM Standard Specifications, Stamper, James H.
- Re: December 4, 1999, Seismology Committee Recommendations., Charles Greenlaw
- UBC-IBC-XYZ Code, James Allen
- UBC-IBC-XYZ, James Allen
- Structural Steel Properties - ASTM A 913 vs. A 992, Stamper, James H.
- Structural Steel Properties, Stamper, James H.
- Re: Report on Wood Diaphragm Issues, NDZ28
- Re: International Association of Civil Engineering Students. A cry from the heart., Mark Webster
- Re: R value for log walls, Peter McCormack
- Test Data for Dogbone Connection w/ W24x columns?, john diebold
- Re[2]: International Association of Civil Engineering Students. A cry from the heart., Igor G. Ovtchinnikov
- Precast Concrete Designers/Detailers, PEC - Lake City
- Re: Test Data for Dogbone Connection w/ W24x columns?, Eddie Gonzalez
- RE: Test Data for Dogbone Connection w/ W24x columns?, Charlie Carter
- AISC Seismic 97, Huang, Y. Henry
- RE: Steel Deck - ASTM Standard Specifications, Joyce Fuss
- RE: Structural Steel Properties, Gerard Madden
- Re: Structural Steel Properties, Charlie Carter
- Charles Greenlaw's Important Message on Future Code Change Process, FEMCCLURE
- What was that web address for the Convention pictures?, Constantine Shuhaibar
- Milo Ketchum, R.I.P., Mark Ketchum
- City of Santa Monica, ken
- RE: Milo Ketchum, R.I.P., Patel, Nick
- RE: City of Santa Monica, George Richards, P.E.
- RE: Milo Ketchum, R.I.P., Polhemus, Bill
- Re: What was that web address for the Convention pictures?, SEAOSC
- Re: What was that web address for the Convention pictures?, Constantine Shuhaibar
- [Fwd: New Blue Books], Daniel Indrawan
- Wharf rehabilitation, AGHBAL YOUNESSE
- RE: Wharf rehabilitation, Polhemus, Bill
- Re: Milo Ketchum, R.I.P., Tom_Cummings
- RE: Milo Ketchum, R.I.P., SEConsultant
- RE: City of Santa Monica, SEConsultant
- Re: Milo Ketchum, R.I.P., vicpeng
- Digital Camera, James Lin
- RE: Digital Camera, Patel, Nick
- Re: Digital Camera, Chic Gilligan
- Precast Double Tees Diaphragm, Jake Watson
- Digital Camera use in Forensics, Sandy Pringle
- RE: Digital Camera, Vince Yu
- Re: Digital Camera use in Forensics, Paul Crocker
- RE: Digital Camera use in Forensics, Ray Pixley
- Re: Precast Double Tees Diaphragm, Michael Valley
- Re: Digital Camera, Rick Burch
- Re: Precast Double Tees Diaphragm, Jake Watson
- Re: Precast Double Tees Diaphragm, Michael Valley
- Re: Precast Double Tees Diaphragm, Roger Turk
- Re: Precast Double Tees Diaphragm, Jake Watson
- RE: Structural Steel Properties, Mark Gilligan
- Re: Precast Double Tees Diaphragm, Roger Turk
- Industrial Floors - Concrete, Pablo Arrieta R.
- Professional Liability Insurance for the Non-Professional, James F Fulton
- RE: Digital Camera, Polhemus, Bill
- Professional Liability Insurance for the, Roger Turk
- Fwd: Milo Ketchum R. I. P., FEMCCLURE
- Precast Double-Tees, Gobo, Gina
- Re: Professional Liability Insurance for the, Fariborz Tehrani
- RE: Digital Camera, SEConsultant
- Treetop Ecology - NYAS, JCohen
- Hydrodynamic Pressure, Lutz,James
- Milo Ketchum R. I. P., MESSINGERD
- Re: Hydrodynamic Pressure, Christopher Wright
- Re: Precast Double Tees Diaphragm, Michael Valley
- Re: Precast Double-Tees, Michael Valley
- Re: Stamping calcs generated by an engineer out of the country, Elly rejuso
- RE: Hydrodynamic Pressure, Lutz,James
- RE: Hydrodynamic Pressure, Acie Chance
- RE: Hydrodynamic Pressure, Murat ERBAS
- RE: Hydrodynamic Pressure, Lutz,James
- Re: Stamping calcs generated by an engineer out of the country, vicpeng
- RE: Hydrodynamic Pressure, Christopher Wright
- RE: Hydrodynamic Pressure, Christopher Wright
- "R" Value, FSRahbar
- Re: Professional Liability Insurance for the, Debby Hight
- Re: Stamping calcs generated by an engineer out of the country, Charles Greenlaw
- Re: "R" Value, Fariborz Tehrani
- Re: Milo Ketchum R. I. P., Juan C. Gray
- Re: Professional Liability Insurance for the, Fariborz Tehrani
- mail list, LRGrabia
- Convention Pictures, Shafat Qazi
- Re: Beach Sand, Ivan Lippi
- Re: Stamping calcs generated by an engineer out of the country, MJL Engineering Ltd.
- RE: "R" Value, SEConsultant
- test, Jim Hester
- Re: Dog bone connection concentrated load and lateral bracing, Elly rejuso
- Re: Stamping calcs generated by an engineer out of the country, vicpeng
- Re: test, vicpeng
- Re: test, Roy Sharif M. Sison
- Mr. Russ Nester, Yank2002
- Re: Professional Liability Insurance for the, PEC - Lake City
- RE: Stamping calcs generated by an engineer out of the country, Sherman, William
- RE: Dog bone connection concentrated load and lateral bracing, Charlie Carter
- Flitch Beam Shear, Randy Russ
- Flitch Beam Shear, Roger Turk
- [no subject], jae lee
- glass, jae lee
- RE: test, James Allen
- Re: Beach Sand, NRoselund
- RE: Beach Sand, Lutz,James
- Does Canada have an equivalent to SEAOC?, Constantine Shuhaibar
- Geotechnical -- Off topic, Fountain Conner
- RE: Beach Sand, Murat ERBAS
- Re: Does Canada have an equivalent to SEAOC?, Ding Yuming
- RE: Beach Sand, Dr. Ravi Sinha
- RE: Stamping calcs generated by an engineer out of the country, Brian K. Smith
- RE: Report on Wood Diaphragm Issues, Sid Danandeh
- Re: Beach Sand, Hasan Hindawi
- Re: Does Canada have an equivalent to SEAOC?, vicpeng
- Re: glass, Fariborz Tehrani
- Re: Flitch Beam Shear, Randy Russ
- Glulam Beams, James Allen
- Re: Geotechnical -- Off topic, Fariborz Tehrani
- Flexible Plywood and Code anarchy, merrick group
- Re: Glulam Beams, Bruce D Pooley
- ConcreteOne Way Joist and Beam, Jose Mendez
- Zone 3 and 4 boudary line, Map F-17 (97 UBC Fault Map), Lakhani, Sid
- Re: Glulam Beams, Robert Shaffer, P.E.
- RE: Zone 3 and 4 boundary line, Map F-17 (97 UBC Fault Map), Dave Adams
- GLB repair, JANELLE L. PERRY
- RE: Milo Ketchum - RIP, G. Bunkers
- RE: Glulam Beams, Jeff Smith
- Re: Does Canada have an equivalent to SEAOC?, MJL Engineering Ltd.
- One Of My Two Mentors, Bobeng
- Re: Mr. Russ Nester, r nester
- Re: Professional Liability, JGPE1
- RE: ConcreteOne Way Joist and Beam, William Keil
- Hinge connectors for glulams, Peter McCormack
- cable supported structures, Bibbs, David
- Re: Geotechnical -- Off topic, Fountain Conner
- RE: cable supported structures, Charlie Carter
- RE: cable supported structures, Charlie Carter
- "Layered" wood beams with interlayer slip, Peter McCormack
- Key - Lat, John Buchanan
- RE: "Layered" wood beams with interlayer slip, Rex Donahey
- PE Stamps on Drawings, Ron O. Hamburger
- Re: cable supported structures, Peter McCormack
- RE: PE Stamps on Drawings, SEConsultant
- [Fwd: Science in the News], Charley Hamilton
- RE: "Layered" wood beams with interlayer slip, Peter McCormack
- STAMP/SIGN CONST. DOCUMENTS, LAMPSMITH
- [Fwd: Science in the News], Roger Turk
- Concrete reciepe, Bob Hanson
- Re: Concrete reciepe, Bart Needham
- membership again, Peter McCormack
- RE: Concrete reciepe, Bob Hanson
- RE: Concrete reciepe, Bob Hanson
- Re: Glulam Beams, Debby Hight
- Re: PE Stamps on Drawings, Robert Shaffer, P.E.
- RE: Glulam Beams, Bill Allen
- Concrete reciepe, Bob Hanson
- Membership question, Peter McCormack
- RE: PE Stamps on Drawings, Sherman, William
- Re: Concrete reciepe, Bart Needham
- RE: Hinge connectors for glulams, Mark E. Deardorff
- Re: Membership question, SEAOSC
- diagonal sheathing, PeckEngineering
- Re: Professional Liability, Chic Gilligan
- SE Jimmie Yee now a Mayor, Charles Greenlaw
- RE: diagonal sheathing, James Allen
- RE: Hinge connectors for glulams, Joseph M. Otto, P.E.
- British Columbia "Equivalent to SEAOC", Jim Warne
- 97 UBC 2304.3 - HDG fasteners in PT wood, Swingle, Mark
- RE: diagonal sheathing, Roger Turk
- Re: PE Stamps on Drawings, Dennis Wish
- AT YOUR NEWS STAND, Rbengrguy
- Re: Professional Liability, John Schenne
- Re: diagonal sheathing, NRoselund
- Re: "Layered" wood beams with interlayer slip, John Rose
- Re: PE Stamps on Drawings, PEC - Lake City
- Setbacks on buildings subject to seismic, Scott Maxwell
- Re: Geotechnical mail lists, Smith, Ted
- Re: PE Stamps on Drawings, Evan Jorgensen
- RE: Setbacks on buildings subject to seismic, Yousefi, Ben
- RE: Setbacks on buildings subject to seismic, Scott Maxwell
- Re: cable supported structures, Kris Hamilton
- Re: Random Numbers Generator, Yank2002
- Ties and continuity, Julian Chu
- Consecutive Numbering of @RAND Numbers, Yank2002
- Architect Search, Carol L. Karp
- Fwd:Re:diagonal sheathing diaphragm, buddy_showalter
- Re: Consecutive Numbering of @RAND Numbers, Michael Valley
- UBC Section 1806.6 and CBC 1806A.6, Satish J. Matani
- RE: PE Stamps on Drawings, SEConsultant
- Re: Architect Search, Bruce D Pooley
- RE: PE Stamps on Drawings, Mark E. Deardorff
- RE: Consecutive Numbering the @RAND Numbers, Yank2002
- Twist-off bolts with hex heads, Ian G. Robertson
- Re: Twist-off bolts with hex heads, Peter De Vere
- RE: Hydrodynamic Pressure, ARW
- RE: Hydrodynamic Pressure, Roger Turk
- Re: PE Stamps on Drawings, Jake Watson
- RE: Twist-off bolts with hex heads, Charlie Carter
- RE: PE Stamps on Drawings, Mark E. Deardorff
- Re: Twist-off bolts with hex heads, Peter De Vere
- Re: Twist-off bolts with hex heads, Peter De Vere
- PE Stamps on Drawings, Charles Greenlaw
- Re: PE Stamps on Drawings, Neil Moore
- RE: PE Stamps on Drawings, Mark E. Deardorff
- Re: STAMP/SIGN CONST. DOCUMENTS, sasquake
- RE: PE Stamps on Drawings, SEConsultant
- RE: PE Stamps on Drawings, Mark E. Deardorff
- RE: Importance of making information accessible to engineers (formerly: PE Stamps on Drawings), Mark E. Deardorff
- Importance of making information accessible to engineers (formerly: PE Stamps on Drawings), SEConsultant
- UBC Commentary, Jake Watson
- RE: UBC Commentary, Mark E. Deardorff
- UBC Commentary, Roger Turk
- RE: UBC Commentary, Bill Allen
- RE: UBC Commentary, Roger Turk
- Re: PE Stamps on Drawings, Barry H. Welliver
- UBC seismic connection, BILL PULYER
- RE: UBC seismic connection, Mark E. Deardorff
- RE: UBC seismic connection, Charlie Carter
- RE: UBC Commentary, Robert McGhie
- RE: UBC Commentary, Bill Allen
- Re: UBC Commentary, chuckuc
- RE: UBC Commentary, Charles Greenlaw
- Layout Prevents use of Drag Struts, Ed Fasula
- RE: UBC Commentary, Michael Valley
- RE: UBC Commentary, Charles Greenlaw
- RE: UBC Commentary, Ray Pixley
- Re: UBC seismic connection, Jake Watson
- Re: Layout Prevents use of Drag Struts, Jake Watson
- Re: UBC Commentary, Robert Fennema
- RE: Layout Prevents use of Drag Struts, SEConsultant
- RE: UBC Commentary, Sherman, William
- RE: Hydrodynamic Pressure, Sherman, William
- DeltaS of UBC97 1630.9.1, James Lin
- RE: PE Stamps on Drawings, SEConsultant
- Databases for lt gage steel, Gerard Madden
- RE: Databases for lt gage steel, Dan Vines
- Walkway Loading, Joseph Harouni
- RE: DeltaS of UBC97 1630.9.1, Yousefi, Ben
- Cracked Concrete Sections, James Lin
- RE: UBC Commentary, Becker, Rick
- Re: Databases for lt gage steel, Greg Smith
- Re: Cracked Concrete Sections, Michael Valley
- RE: Databases for lt gage steel, William Keil
- RE: Layout Prevents use of Drag Struts, Ed Fasula
- Re: Databases for lt gage steel, Peter McCormack
- RE: More UBC Commentary Info, Becker, Rick
- Re: Cracked Concrete Sections, Martin W. Johnson
- Re: PE Stamps on Drawings, Bart Needham
- Re: Layout Prevents use of Drag Struts, Jake Watson
- Re: PE Stamps on Drawings, Jake Watson
- Casino Project, Mark Rodgers
- RE: Casino Project, William Keil
- Re: Casino Project, Scott Maxwell
- RE: Casino Project, Scott Maxwell
- RE: Hydrodynamic Pressure, Williston L. Warren, IV - S.E.
- RE: Hydrodynamic Pressure, Scott, William N.
- RE: Hydrodynamic Pressure, Lutz,James
- RE: Database for light gage steel, Julian Chu
- RE: Layout Prevents use of Drag Struts, SEConsultant
- RE: Databases for lt gage steel, SEConsultant
- Columns Not Part Of Lateral-Force-Resisting System, James Lin
- new SEAOC seismology web page, Martin W. Johnson
- RE: new SEAOC seismology web page, Bill Allen
- RE: new SEAOC seismology web page, Mark E. Deardorff
- SEAONC January '99 Dinner Program, Constantine Shuhaibar
- RE: new SEAOC seismology web page, Bill Allen
- RE: new SEAOC seismology web page, Mark E. Deardorff
- RE: new SEAOC seismology web page, Bill Allen
- RE: new SEAOC seismology web page, Mark E. Deardorff
- RE: new SEAOC seismology web page, Mark E. Deardorff
- walkway LIVE LOAD, Joseph Harouni
- Structural Steel Detailing Software, Jallal Khan
- RE: new SEAOC seismology web page, Bill Allen
- Re: Casino Project, Chic Gilligan
- Re: SEAONC January '99 Dinner Program, Richard Lewis
- Re: Databases for lt gage steel, Phil Hodge
- RE: new SEAOC seismology web page, Mark E. Deardorff
- Fwd: Databases for lt gage steel, JayLCrawf
- RE: new SEAOC seismology web page, Rick . Drake
- RE: new SEAOC seismology web page, Roger Turk
- Re: SEAONC January '99 Dinner Program, Constantine Shuhaibar
- RE: 10/lw term in calculation of rho, Livingston, Michael
- happy holidays, Waterman Drinkwater
- Concrete slab problem, John Schwarz
- Re: Concrete slab problem, Murat ERBAS
- Re: Concrete slab problem, Peter De Vere
- AMAZON.GONE Tis the Season: FAX TO THE FUTURE, sasquake
- TJI Micro=Lam and Top Flange Hangers, SEConsultant
- Re: TJI Micro=Lam and Top Flange Hangers, Charles Greenlaw
- Re: TJI Micro=Lam and Top Flange Hangers, Bruce D Pooley
- Re: TJI Micro=Lam and Top Flange Hangers, Robert Shaffer, P.E.
- AMAZON.GONE Tis the Season: FAX TO THE, Roger Turk
- RE: AMAZON.GONE Tis the Season: FAX TO THE FUTURE, SEConsultant
- RE: TJI Micro=Lam and Top Flange Hangers, SEConsultant
- Re: TJI Micro=Lam and Top Flange Hangers, BCainse
- California Building Code seismic provisions., FEMCCLURE
- Re: Structural Steel Detailing Software, John O'Brien
- Job Openings in Tucson, structech
- Re: California Building Code seismic provisions., Robert J Bossi, PE
- CBSC Appts, fturner
- RE: California Building Code seismic provisions., Byainc
- CBSC Appts, Roger Turk
- Re: Code Enforcement Concerns, fturner
- CBSC Appts, Mark Gilligan
- Re: California Building Code seismic provisions., Jake Watson
- Re: PEER Info, fturner
- FEMA's Involvement in the code, fturner
- Re: California Building Code seismic provisions., fturner
- Re: Code Enforcement Concerns, Roger Turk
- Re: California Building Code seismic pro, Roger Turk
- Re: CBSC Appts, JGPE1
- RE: TJI Micro=Lam and Top Flange Hangers, Tom VanDorpe
- [Fwd: Milo Ketchum, R.I.P.], Barry H. Welliver
- ASCE Forensic Eng. Meeting Jan. 11, gberghouse
- Calculation of flange stresses for underhung trolleys, Ahltomjo
- Re: Database for light gage steel, Jim Kestner
- Re: Database for light gage steel, Greg Smith
- RE: California Building Code seismic provisions., Sprague, Harold O.
- a California code question, Khosrownia, Ghassem SPK
- Re: Calculation of flange stresses for underhung trolleys, Paul Ransom
- CBSC code amendments, Martin W. Johnson
- RE: California Building Code seismic provisions., Sprague, Harold O.
- RE: Concrete slab problem, Sprague, Harold O.
- Re: a California code question, Tom Liberty
- RE: a California code question, Polhemus, Bill
- RE: AMAZON.GONE Tis the Season: FAX TO THE, Polhemus, Bill
- Re: California Building Code, FEMCCLURE
- Engineer's Christmas? (And A Rant About "The New Millenium Hoax"), Polhemus, Bill
- Re: California Building Code seismic provisions., FEMCCLURE
- Re: (And A Rant About "The New Millenium Hoax"), Jason Emoto
- RE: (And A Rant About "The New Millenium Hoax"), Robert Rollo
- RE: (And A Rant About "The New Millenium Hoax"), Polhemus, Bill
- RE: (And A Rant About "The New Millenium Hoax"), Polhemus, Bill
- Re: (And A Rant About "The New Millenium Hoax"), Fountain Conner
- RE: (And A Rant About "The New Millenium Hoax"), Christopher Wright
- Re: Engineer's Christmas? (And A Rant About "The New Millenium Hoax"), David Murphy
- Re: (And A Rant About "The New Millenium Hoax"), Steve Jacobsen
- Re: (And A Rant About "The New Millenium Hoax"), Greg Smith
- The New Millenium Hoax, J. O.
- RE: Engineer's Christmas?, SEConsultant
- Re: California Building Code seismic provisions., Charles Greenlaw
- RE: Engineer's Christmas?, Polhemus, Bill
- metal roof decking, Chris Towne
- Blast Resistant Building Design for Blast Containment, Polhemus, Bill
- RE: metal roof decking, Charles Espenlaub
- Re: Blast Resistant Building Design for Blast Containment, JCohen
- RE: Blast Resistant Building Design for Blast Containment, Polhemus, Bill
- Re: California Building Code seismic provisions., Mark Gilligan
- RE: Engineers' Xmas, Richard & audra
- Re: Blast Resistant Building Design for Blast Containment, vicpeng
- RE: Blast Resistant Building Design for Blast Containment, Polhemus, Bill
- Re: Blast Resistant Building Design for Blast Containment, Greg Smith
- RE: (And A Rant About "The New Millenium Hoax"), Darien Tebbe
- Re: Blast Resistant Building Design for Blast Containment, Christopher Wright
- metal roof decking, Roger Turk
- RE: (And A Rant About "The New Millenium Hoax"), Polhemus, Bill
- RE: Blast Resistant Building Design for Blast Containment, Blomberg, Paul
- UBC 97 Diaphargm Nailing, James Allen
- RE: Blast Resistant Building Design for, Roger Turk
- Re: California Building Code seismic provisions., Michael Valley
- Albert Einstein Quotes, Caldwell, Stan
- RE: Albert Einstein Quotes, Polhemus, Bill
- RE: Engineer's Christmas?, SEConsultant
- RE: Engineer's Christmas?, Polhemus, Bill
- RE: Engineers' Xmas, Christopher Wright
- Re: Engineers' Xmas, Bart Needham
- HP750C Plotter/Printer, PEAN
- Heliport on existing building, Robert Rollo
- RE: Heliport on existing building, Polhemus, Bill
- Re: Engineers' Xmas, desi . kiss
- RE: Heliport on existing building, Sprague, Harold O.
- Re: Blast Resistant Building Design for Blast Containment, Christopher Wright
- Re: Simpson Anchorage of H3 Hurricane, Elly rejuso
- SE vs. PE Stamp, ASQUILALA
- RE: SE vs. PE Stamp, Gerard Madden
- Re: SE vs. PE Stamp, Rick Byrd
- Re: SE vs. PE Stamp, Richard & audra
- Re: Heliport on existing building, Rlfong
- RE: Blast Resistant Building Design for Blast Containment, Polhemus, Bill
- Re: UBC 97 Diaphargm Nailing, Jake Watson
- Demolition -- Post-Tensioned Parking Deck, Fountain Conner
- RE: SE vs. PE Stamp, Bill Allen
- Re: UBC 97 Diaphargm Nailing, Bart Needham
- RE: SE vs. PE Stamp, Steve Strapac
- 2000 SEAOC Convention, Constantine Shuhaibar
- RE: Blast Resistant Building Design for Blast Containment, Christopher Wright
- RE: Heliport on existing building, Huang, Y. Henry
- RE: [was] UBC 97 Diaphargm Nailing [is now galvanizing methods], Charlie Carter
- UBC97, jerry wk
- 2000 SEAOC Convention Web Site, Constantine Shuhaibar
- Single-wall house, NRoselund
- http://www.seaonc.org/vancouver2000.html, Constantine Shuhaibar
- Need Y2K compliance help - late start (not S.E. related), Eddie Gonzalez
- RE: Need Y2K compliance help - late start (not S.E. related), Blomberg, Paul
- Re: 2000 SEAOC Convention, vicpeng
- RE: Demolition -- Post-Tensioned Parking Deck, Sprague, Harold O.
- RE: Need Y2K compliance help - late start (not S.E. related), William Keil
- Re: 2000 SEAOC Convention, Constantine Shuhaibar
- Re: Demolition -- Post-Tensioned Parking Deck, Fountain Conner
- RE: Need Y2K compliance help - late start (not S.E. related), Polhemus, Bill
- Need Y2K compliance help - late start (n, Roger Turk
- Re: Single-wall house, John Schenne
- RE: Demolition -- Post-Tensioned Parking Deck, Sprague, Harold O.
- Re: Need Y2K compliance help - late start (not S.E. related), Chris Towne
- Re: Need Y2K compliance help - late start (not S.E. related), Eddie Gonzalez
- RE: Single-wall house, James Allen
- Structural Engineering Software, Bobby Jenkins
- RE: Structural Engineering Software, Lutz,James
- Re: Need Y2K compliance help - late start, Eddie Gonzalez
- RE: UBC97, SEConsultant
- Re: Structural Engineering Software, Panos Trochalakis
- Re: Structural Engineering Software, Ed . Haninger
- Re: Heliport on existing building, John Dewar
- RE: Structural Engineering Software, Ken McClure
- RE: Single-wall house, Gary Chock
- RE: Need Y2K compliance help - late start (not S.E. related), SEConsultant
- Re: Single-wall house, ECVAl3
- Re: Single-wall house response by James Allen, ECVAl3
- RE: Single-wall house response by James Allen, James Allen
- Re: Single-wall house, John Rose
- Re: The Millennium Hoax, Mark Swingle
- Re: UBC 97 Diaphargm Nailing, John Rose
- RE: The Millennium Hoax, Mark E. Deardorff
- RE: The Millennium Hoax, Polhemus, Bill
- y2k compliance / The computer clock, Ido Shimony
- RE: The Millennium Hoax, Polhemus, Bill
- RE: Need Y2K compliance help - late start (n, Polhemus, Bill
- Re: y2k compliance / The computer clock, Christopher Wright
- Re: 2000 SEAOC Convention, vicpeng
- Automatically Setting the Computer Clock, Tom . Hunt
- Re: The New Millennium Hoax, Swingle, Mark
- RE: The New Millennium Hoax, Sprague, Harold O.
- RE: Structural Engineering Software, Brian K. Smith
- RE: The Millennium Hoax, Brian K. Smith
- RE: The New Millennium Hoax, Polhemus, Bill
- RE: The Millennium Hoax, Rex Donahey
- RE: The Millennium Hoax, Polhemus, Bill
- Re: The Millennium Hoax, Rick Burch
- RE: The Millennium Hoax, Cain, William
- RE: The Millennium Hoax, Peter McCormack
- Re: Single-wall house, NRoselund
- Another Holiday Side Topic - Hubble Telescope Upgrade, Rick . Drake
- RE: The Millennium Hoax, Caldwell, Stan
- RE: Another Holiday Side Topic - Hubble Telescope Upgrade, Polhemus, Bill
- Re: The Millennium Hoax, Patrick Rodgers
- Engineers--Gotta Love 'Em!, Richard & audra
- RE: Another Holiday Side Topic - Hubble, Roger Turk
- Re: The Millennium Hoax, Michael Valley
- RE: The Millennium Hoax, Polhemus, Bill
- RE: The Millennium Hoax (& Foucault's Pendulum), Polhemus, Bill
- Forensic Engineering Technical Group Meeting, 1/11/00, SCHFUN
- Shortwave Radio and other hobbies, SEConsultant
- R value for Plywood shear walls, Bart Needham
- Re: Heliport on existing building, Jeff Creagan
- Re: R value for Plywood shear walls, Swingle, Mark
- Re: R value for Plywood shear walls, Bart Needham
- Re: Another Holiday Side Topic - Hubble, Philip T. Hodge
- Re: Engineers--Gotta Love 'Em!, Philip T. Hodge
- Re: The Millennium Hoax, Philip T. Hodge
- Post-tensioning tendon corrosion, Rob Ward
- Re: Another Holiday Side Topic - Hubble, Roger Turk
- Re: Single-wall house, Robert Fennema
- LA Forensic Engineering Tech Group meeting (correction), SCHFUN
- RE: Structural Engineering Software, Bohm, Gabriel
- RE: Another Holiday Side Topic - Hubble, Polhemus, Bill
- Re: LA Forensic Engineering Tech Group meeting (correction), Paul_Reilly
- CAD steel book and software, Greg Smith
- free graphing software, Greg Smith
- RE: Structural Engineering Software, SEConsultant
- Sun at perihelion, James Allen
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