SEAINT Mail Archive 1999 (Jan-Mar)
Civil and Structural Engineering discussions by thread
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Subject][Author][Date]
Custom Search
Messages: 2232
- Re: Structural Engineers are Artists!,
Milo Ketchum
- Structural Engineering as Art and the pitfalls of computers,
Dennis S. Wish PE
- Re: Structural Engineering as Art and the pitfalls of computers, Barry H. Welliver
- RE: Structural Engineering as Art and the pitfalls of computers, Dennis S. Wish PE
- RE: Structural Engineering as Art and the pitfalls of computers, Bruce Shephard
- RE: Structural Engineering as Art and the pitfalls of computers, Dennis S. Wish PE
- Structural Engineering as Art and the pitfalls of computers,
Dennis S. Wish PE
- <Possible follow-ups>
- Re: Structural Engineers are Artists!,
Williston L. Warren, IV - S.E.
- Re: Structural Engineers are Artists!, donn wooldridge
- RE: Structural Engineers are Artists!, Joyce Fuss
- RE: Structural Engineers are Artists!, Robert Rollo
- RE: Structural Engineers are Artists!, Montgomery Griffiths
- Re: Structural Engineers are Artists!, EphHirsch
- <Possible follow-ups>
- Re: Structure Magazine - Computers and SE Judgement article,
Christopher Wright
- RE: Structure Magazine - Computers and SE Judgement article, Dennis S. Wish PE
- RE: Structure Magazine - Computers and SE Judgement article, Christopher Wright
- <Possible follow-ups>
- Re: design load for military maintenance depot, Yank2002
- Re: Ketchum's Structural Engineers Handbook, Milo Ketchum
- <Possible follow-ups>
- Re: Ketchum's Structural Engineers Handbook,
Majid Sarraf
- Re: Ketchum's Structural Engineers Handbook,
Jim Kestner
- Re: Ketchum's Structural Engineers Handbook, donn wooldridge
- Re: Ketchum's Structural Engineers Handbook, Jim Kestner
- Re: Ketchum's Structural Engineers Handbook, Milo Ketchum
- Re: Ketchum's Structural Engineers Handbook,
Jim Kestner
- Re: Ketchum's Structural Engineers Handbook, Majid Sarraf
- Re: Ketchum's Structural Engineers Handbook, Majid Sarraf
- <Possible follow-ups>
- Re: HOW ABOUT THOSE BADGERS!!!!!, Bobeng
- <Possible follow-ups>
- Re: Structural Engineering as Art and the pitfalls of computers, vicpeng
- Re: Structural Engineering as Art and the pitfalls of computers, EphHirsch
- <Possible follow-ups>
- Fw: Remove, prosteel
- Remove, Remy Quiroga
- remove,
Mohd Aswardi Kong Azizi
- Re: remove, Shafat Qazi
- <Possible follow-ups>
- RE: Welding Anchor Bolts, Robert Rollo
- Re: Welding Anchor Bolts, PEC - Lake City
- RE: Welding Anchor Bolts, Harold Sprague
- <Possible follow-ups>
- Re: Approximate Panel Zone Rotational Stiffness Equation, Majid Sarraf
- Re: Approximate Panel Zone Rotational Stiffness Equation, Constantine Shuhaibar
- Re: Approximate Panel Zone Rotational Stiffness Equation, Eddie Gonzalez
- <Possible follow-ups>
- Re: Basement Wall Cracking, vicpeng
- <Possible follow-ups>
- Re: A36, A572 material model/properties., Eddie Gonzalez
- RE: slab on grade, Brian K. Smith
- <Possible follow-ups>
- RE: slab on grade, Cain, William
- RE: slab on grade, Jerry D. Coombs
- RE: slab on grade,
Benson,Ralph
- RE: slab on grade, Gil Brock
- Re:slab on grade, tbenson
- RE: slab on grade, Harold Sprague
- RE: slab on grade, Horning, Dick/CVO
- RE: slab on grade, Harold Sprague
- RE: Structural Engineering as Art,
Dennis S. Wish PE
- RE: Structural Engineering as Art,
Michael Valley
- RE: Structural Engineering as Art, Dennis S. Wish PE
- RE: Structural Engineering as Art,
Michael Valley
- <Possible follow-ups>
- Re: Re: Structural Engineering as Art,
Richard Lewis
- RE: Re: Structural Engineering as Art, Dennis S. Wish PE
- <Possible follow-ups>
- RE: Measured Permeability: Concrete Liquid Retaining Structures, Ed Marshall
- Measured Permeability: Concrete Liquid Retaining Structures, Tom . Hunt
- RE: Light Gauge Metal Shearwalls, Dennis S. Wish PE
- <Possible follow-ups>
- RE: Light Gauge Metal Shearwalls, Kim, Henry D.
- Re: Steel Joists, Jim Kestner
- Re: Steel Joists, Phil Hodge
- <Possible follow-ups>
- RE: Measured Permeabiltiy: Concrete Liquid retaining structures, Ed Marshall
- <Possible follow-ups>
- RE: ACAD Protection,
Vince Yu
- RE: ACAD Protection, Dennis S. Wish PE
- Re: ACAD Protection, Sleiman Serhal
- Re: ACAD Protection -Reply, John Armijo
- Re: ACAD Protection -Reply, Roger Turk
- Re: ACAD Protection, Mark Middlebrook
- RE: ACAD Protection,
Ed Marshall
- Re: ACAD Protection, Sleiman Serhal
- Re: ACAD Protection, vicpeng
- RE: ACAD Protection, Mark K Gilligan
- RE: ACAD Protection, Ed Marshall
- Re: ACAD Protection,
Mark Middlebrook
- RE: ACAD Protection, Dennis S. Wish PE
- Re: ACAD Protection, Paul Feather
- Re: ACAD Protection, Ray A. Pixley
- RE: ACAD Protection,
Mark Middlebrook
- RE: ACAD Protection, Dennis S. Wish PE
- Re: ACAD Protection, Greg Smith
- RE: ACAD Protection, seaint-return
- Re[2]: ACAD Protection,
Robert Rogers
- Re: ACAD Protection, Mark Nienberg
- RE: ACAD Protection,
Mark Middlebrook
- RE: ACAD Protection, Mark Nienberg
- RE: ACAD Protection, Roger Turk
- Re: Software: UBCWind, Jim Kestner
- Re: Software: UBCWind, Szuchuan Chang
- <Possible follow-ups>
- RE: Software: UBCWind,
Harold Sprague
- Re: Software: UBCWind, donn wooldridge
- Re: Software: UBCWind, Byron Benson
- Re: Software: UBCWind, cstsaur
- <Possible follow-ups>
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas, Powers, Tony
- RE: Seismic Zones in Texas, Kenneth Tarlow
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas,
Deneff, Chris
- RE: Seismic Zones in Texas, BYRON DIETRICH
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas, Kenneth Tarlow
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas,
Roger Turk
- Re: Seismic Zones in Texas, raranous
- Re: RE: Seismic Zones in Texas, Eddie Gonzalez
- RE: Seismic Zones in Texas, james korff
- RE: Seismic Zones in Texas, Harold Sprague
- RE: Seismic Zones in Texas, Horning, Dick/CVO
- <Possible follow-ups>
- RE: water proof for concrete retaining wall, Vince Yu
- <Possible follow-ups>
- NEW on the SEAOC web, Mark E. Deardorff
- NEW on the SEAOC web, Mark E. Deardorff
- NEW on the SEAOC web, Mark E. Deardorff
- RE: ACAD Protection, Dennis S. Wish PE
- <Possible follow-ups>
- RV: ACAD Protection, Juan Constantinidis
- Re: RV: ACAD Protection, SRTECLA
- Re: RV: Postensioned Software, Joshua Matthews
- <Possible follow-ups>
- Re: RV: Postensioned Software, Bisarya
- <Possible follow-ups>
- Re: OSHA Stair, Bill Sherman
- <Possible follow-ups>
- RE: TWO-HOUR RATINGS OF FIRE-RESISTING, Vincenzo Valerio
- Re: Electronic and Paper File Systems - Adobe Acrobat,
Barry H. Welliver
- RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
- RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
- <Possible follow-ups>
- Re: Electronic and Paper File Systems - Adobe Acrobat, Rlfong
- Re: Electronic and Paper File Systems - Adobe Acrobat,
Rlfong
- RE: Electronic and Paper File Systems - Adobe Acrobat, Dennis S. Wish PE
- <Possible follow-ups>
- RE: disortion from heating, Harold Sprague
- Re: disortion from heating, Shashi Bhakta
- Re: disortion from heating, Randy Russ
- <Possible follow-ups>
- Re: OSHA: railing with mounted lights, Rlfong
- <Possible follow-ups>
- RE: distortion from heating, Powers, Tony
- <Possible follow-ups>
- Re: NEW on the SEAOC web JAN Board Meeting, Ron O. Hamburger
- Re: Old Steel Manuals, Charlie Carter
- Re: Old Steel Manuals, Charlie Carter
- <Possible follow-ups>
- RE: Old Steel Manuals, Gordon Yutzy
- Re: A dead stop on the SEAINT list server,
Jim Kestner
- RE: A dead stop on the SEAINT list server, Dennis S. Wish PE
- Re: A dead stop on the SEAINT list server, Shafat Qazi
- <Possible follow-ups>
- RE: A dead stop on the SEAINT list server, Juan Constantinidis
- <Possible follow-ups>
- RE: AISC Manuals, Horning, Dick/CVO
- AISC Manuals, HBAP
- RE: AISC Manuals, Horning, Dick/CVO
- Re: Retaining wall Exposed to Fire, donn wooldridge
- <Possible follow-ups>
- Retaining wall Exposed to Fire, Roger Turk
- <Possible follow-ups>
- Re: Position available, SONSUR2
- Re: Calcium Chloride in Concrete, Jim Kestner
- <Possible follow-ups>
- RE: Calcium Chloride in Concrete, Harold Sprague
- Calcium Chloride in Concrete, Roger Turk
- <Possible follow-ups>
- RE: software for tilt-up?, Caldwell, Stan
- <Possible follow-ups>
- RE: Cable clamps, Harold Sprague
- RE: Cable clamps, Greg Varney, P.E.
- RE: Cable clamps, Maria I. Falconi
- Re: Welded steel tanks for crude oil, Celso Mendoza
- RE: Welded steel tanks for crude oil, Ron Hill
- <Possible follow-ups>
- RE: Welded steel tanks for crude oil, Vincenzo Valerio
- RE: Welded steel tanks for crude oil, rodrigo lema
- RE: UBC 97, Rod Schenk
- <Possible follow-ups>
- RE: UBC 97, Alberto Guida
- RE: UBC 97, Maria I. Falconi
- <Possible follow-ups>
- Skylight in middle of square hip roof, Roger Turk
- Re: Critical section for shear in wood beams, Jim Kestner
- <Possible follow-ups>
- Re: Critical section for shear in wood beams, Charles Greenlaw
- <Possible follow-ups>
- Structure Magazine Questions,
Sam Love
- Re: Structure Magazine Questions, donn wooldridge
- Structure Magazine Questions, Sam Love
- Structure Magazine Questions, Sam Love
- Structure Magazine Questions, Sam Love
- Re: Structure Magazine Questions, Richard Lewis
- Re: Structure Magazine Questions, Richard Lewis
- Re: Structure Magazine Questions, Richard Lewis
- Re: Structure Magazine Questions, Richard Lewis
- Re: Structure Magazine Questions, Mark K Gilligan
- Re: Structure Magazine Questions, Mlcse
- Structure Magazine Questions, Mark K Gilligan
- Re: Structure Magazine Questions, Greg Smith
- Structure Magazine Questions, Roger Turk
- Structure Magazine Questions, Roger Turk
- Structure Magazine Questions, Roger Turk
- Structure Magazine Questions, Roger Turk
- Re: Structure Magazine Questions, Mark K Gilligan
- Re: Structure Magazine Questions, Roger Turk
- Fw: Structure Magazine Questions, T. Eric Gillham PE
- Re: Structure Magazine Questions, Greg Smith
- Fw: Structure Magazine Questions, T. Eric Gillham PE
- RE: Structure Magazine Q: Ftg Settlem't., Alex C. Nacionales
- <Possible follow-ups>
- Fw: Column Splice Locations, T. Eric Gillham PE
- RE: Column Splice Locations, Harold Sprague
- Re: "C35A" for concrete strength in BS Code, Pete Barker
- <Possible follow-ups>
- RE: Structure Magazine Questions - Retaining walls, Harold Sprague
- Re[2]: Structure Magazine Questions - Retaining walls, Ed . Haninger
- <Possible follow-ups>
- Weight, Roger Turk
- Re: Life span of painted steel, Charlie Carter
- <Possible follow-ups>
- RE: Life span of painted steel, Harold Sprague
- Re: Life span of painted steel, Fountain Conner
- Re: Life span of painted steel, Scott A Jensen
- Re: Life span of painted steel, John Schenne
- Re: California Earthquake Problems,
Ricardo Rafael Hernandez
- RE: California Earthquake Problems, Dennis S. Wish PE
- RE: California Earthquake Problems, Dennis S. Wish PE
- <Possible follow-ups>
- Re: California Earthquake Problems, Yank2002
- Re: California Earthquake Problems, Kenneth Tarlow
- Re: California Earthquake Problems,
Yank2002
- Re: California Earthquake Problems, Sleiman Serhal
- Re: California Earthquake Problems, fturner
- Re: California Earthquake Problems, Kenneth Tarlow
- California Earthquake Problems, rodrigo lema
- Re: California Earthquake Problems, Paul Feather
- RE: California Earthquake Problems, Silva John (sj)
- RE: California Earthquake Problems, Yank2002
- RE: California Earthquake Problems,
Yank2002
- RE: California Earthquake Problems, Dr. Ravi Sinha
- Re: California Earthquake Problems, Yank2002
- Re: California Earthquake Problems, Christopher Wright
- RE: California Earthquake Problems, rodrigo lema
- Re: California Earthquake Problems,
eric
- Re: California Earthquake Problems, donn wooldridge
- Re: California Earthquake Problems,
eric
- Re: California Earthquake Problems, donn wooldridge
- Re: California Earthquake Problems,
eric
- Re: California Earthquake Problems, donn wooldridge
- California Earthquake Problems, rodrigo lema
- <Possible follow-ups>
- Re: Rockery Retaining Walls,
TahirQ
- Re: Rockery Retaining Walls, Charley Hamilton
- Re: Rockery Retaining Walls, vicpeng
- RE: Rockery Retaining Walls, Jerry D. Coombs
- Re:RE: Rockery Retaining Walls,
tbenson
- RE: RE: Rockery Retaining Walls,
Rod Schenk
- Re: Rockery Retaining Walls, Charley Hamilton
- RE: Rockery Retaining Walls, Rod Schenk
- Re: Rockery Retaining Walls, Robert Kazanjy
- RE: Rockery Retaining Walls, Frank Yang
- RE: RE: Rockery Retaining Walls,
Rod Schenk
- RE: Rockery Retaining Walls, Chance, Acie P.
- Re:RE: RE: Rockery Retaining Walls, tbenson
- RE: RE: Rockery Retaining Walls, Jerry D. Coombs
- <Possible follow-ups>
- RE: Seismic Zones in Texas - Some USGS Comments, Harold Sprague
- Re: Seismic Zones in Texas - Some USGS Comments, BParker12
- Re: Seismic Zones in Texas - Some USGS Comments, Eddie Gonzalez
- <Possible follow-ups>
- Re: personal, vicpeng
- Re: Concrete Column Footings, Mario A. Tioli
- <Possible follow-ups>
- Re: Concrete Column Footings, PEC - Lake City
- RE: Concrete Column Footings, Vincenzo Valerio
- Re: Concrete Column Footings, Richard Lewis
- <Possible follow-ups>
- Re: SEAOSC January O.C. Dinner Mtg --Tonight, Eddie Gonzalez
- Re: Earthquake damage to masonry buildings., CARLOS ARCE LEON
- <Possible follow-ups>
- Earthquake damage to masonry buildings., rodrigo lema
- <Possible follow-ups>
- Re: Plywd diaph. deflection, Hosny Hakim
- Re: Plywd diaph. deflection, Kenneth Tarlow
- <Possible follow-ups>
- Re: Properties of Steel Formed Sections, FrankGla
- Re: Properties of Steel Formed Sections, J. Strua
- Re: Properties of Steel Formed Sections, avansse.com
- <Possible follow-ups>
- RE: Archaic Concrete Expansion Anchors, Harold Sprague
- Re: Archaic Concrete Expansion Anchors,
eric
- Re: Archaic Concrete Expansion Anchors, donn wooldridge
- <Possible follow-ups>
- Re: artwork support, Fountain Conner
- <Possible follow-ups>
- Re: ACAD User Groups, Greg Smith
- Re: ACAD User Groups, cmd
- <Possible follow-ups>
- RE: Shear-off bolted connection, Harold Sprague
- RE: Shear-off bolted connection,
Robert Rollo
- Re: Shear-off bolted connection, Charlie Carter
- Shear-off bolted connection, Roger Turk
- RE: Shear-off bolted connection, Harold Sprague
- RE: Shear-off bolted connection,
Maria I. Falconi
- Re: Shear-off bolted connection, Charlie Carter
- RE: Shear-off bolted connection, Mark K Gilligan
- RE: Shear-off bolted connection, Harold Sprague
- RE: Shear-off bolted connection, WILLIAM R. KEEN
- RE: Shear-off bolted connection, Majid Sarraf
- RE: Shear-off bolted connection, Roger Turk
- RE: Shear-off bolted connection, Mark K Gilligan
- RE: Shear-off bolted connection,
WILLIAM R. KEEN
- RE: Shear-off bolted connection, Edwin Schmeckpeper
- RE: Shear-off bolted connection, Mark K Gilligan
- RE: Shear-off bolted connection, Roger Turk
- RE: Shear-off bolted connection, Majid Sarraf
- RE: Shear-off bolted connection, Majid Sarraf
- RE: Shear-off bolted connection, WILLIAM R. KEEN
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection,
eric
- Re: Shear-off bolted connection, P.Rajendran
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- Re: Shear-off bolted connection, eric
- RE: Shear-off bolted connection, Mark K Gilligan
- RE: Shear-off bolted connection, Majid Sarraf
- Re: Shear-off bolted connection,
Greg Smith
- Re: Shear-off bolted connection, Edwin Schmeckpeper
- Re: Shear-off bolted connection, Majid Sarraf
- Re: Shear-off bolted connection, Christopher Wright
- RE: AutoCad View, Dennis S. Wish PE
- <Possible follow-ups>
- Re: AutoCad View, edward g. li
- Re: AutoCad View, Byron Benson
- RE: AutoCad View, Juan Constantinidis
- RE: AutoCad View, Blomberg, Paul
- Re: Industrial Plant Design, Mario A. Tioli
- Re: Industrial Plant Design, Juan C. Gray
- <Possible follow-ups>
- RE: Industrial Plant Design, Harold Sprague
- Industrial Plant Design, Ing. Daniel Ulloa
- Re: Industrial Plant Design, ARW
- Re: Industrial Plant Design, eric
- Re: Industrial Plant Design, Ing. Daniel Ulloa
- Re: timber software,
Mark McCormick
- Re: timber software, Debby Hight
- RE: Lag Screws, Henry David Kim - VECO
- <Possible follow-ups>
- lag screws, Buddy Showalter
- Re: lag screws, eric
- Re: design of rcc arch bridge, P.Rajendran
- <Possible follow-ups>
- RE: UBC, Alberto Guida
- <Possible follow-ups>
- Re: SEAONC February Newsletter,
vicpeng
- RE: SEAONC February Newsletter, Mark E. Deardorff
- Re: SEAONC February Newsletter, vicpeng
- Re: SEAONC February Newsletter, Constantine Shuhaibar
- Re: SEAONC February Newsletter, vicpeng
- Re: SEAONC February Newsletter, eric
- Re: REQUEST TO BE REMOVED FROM MAILING LIST., Michael G Tyburski
- <Possible follow-ups>
- Re: REQUEST TO BE REMOVED FROM MAILING LIST., eric
- Re: REQUEST TO BE REMOVED FROM MAILING LIST.,
eric
- Re: REQUEST TO BE REMOVED FROM MAILING LIST., Shafat Qazi
- <Possible follow-ups>
- Re: New Wind Hazard Mitigation and Wind Engineering Email Discussion Group, eric
- Re:,
Steve Strapac
- RE: to leave, Alex C. Nacionales
- <Possible follow-ups>
- Earthquake Forces, John Lawson
- Re: Earthquake Forces, eric
- Re: shotcrete and miradrain, Bruno Côté
- <Possible follow-ups>
- Re: shotcrete and miradrain, eric
- RE: Finding a text string in an AutoCAD drawing, Dave Meney
- <Possible follow-ups>
- Re: Finding a text string in an AutoCAD drawing, Byron Benson
- RE: Finding a text string in an AutoCAD drawing, Mark Middlebrook
- Re: Finding a text string in an AutoCAD drawing, eric
- Re: Finding a text string in an AutoCAD drawing, eric
- Re: Finding a text string in an AutoCAD drawing, eric
- <Possible follow-ups>
- Queries on ASD - 2, Roger Turk
- Re: Queries on ASD - 2, eric
- Re: Queries on ASD - 2, eric
- RE: Use of structural steels at elevated temperature, Dave Meney
- <Possible follow-ups>
- RE: Use of structural steels at elevated temperature, Horning, Dick/CVO
- Re: Use of structural steels at elevated temperature, eric
- Re: Use of structural steels at elevated temperature, eric
- Re: Use of structural steels at elevated temperature, Greg Smith
- RE: Anchor Bolts, Brian K. Smith
- <Possible follow-ups>
- RE: Anchor Bolts, Paul Meyer
- Anchor Bolts, John Lawson
- Re: Anchor Bolts,
eric
- Re: Anchor Bolts, donn wooldridge
- Re: Anchor Bolts,
eric
- Re: Anchor Bolts, donn wooldridge
- Re: Anchor Bolts,
eric
- Re: Anchor Bolts, donn wooldridge
- Re: Anchor Bolts,
eric
- Re: Anchor Bolts, donn wooldridge
- RE: Anchor Bolts, Joyce Fuss
- Re: Anchor Bolts, Paul Ransom
- Re: Anchor Bolts, MSSROLLO
- <Possible follow-ups>
- Re: Minimum thickness of nonbearing concrete wall, eric
- <Possible follow-ups>
- Re: Still shear-off bolted connections, CanitzCF
- Re: Still shear-off bolted connections, eric
- Re: Still shear-off bolted connections, eric
- Re: Still shear-off bolted connections, Jose M. Mendez, P.E.
- Re: Ed Turner, Scott Shepherd
- <Possible follow-ups>
- Re: Ed Turner, eric
- Re: Ed Turner, Scott A Jensen
- Re: Cancer For All People on Earth, Bart Needham
- Re: Cancer For All People on Earth,
Drew Morris
- Re: Cancer For All People on Earth, stnelson
- RE: Cancer For All People on Earth, Dave Meney
- <Possible follow-ups>
- Re: Cancer For All People on Earth, vicpeng
- Re: Cancer For All People on Earth, eric
- Re: Cancer For All People on Earth, eric
- Re: Cancer For All People on Earth, eric
- RE: Cancer For All People on Earth, rodrigo lema
- RE: Cancer For All People on Earth, Montgomery Griffiths
- Re[2]: Cancer For All People on Earth, jerome . tan
- Re: Cancer For All People on Earth, vicpeng
- <Possible follow-ups>
- Re: Finding a text string in an AutoCAD dra, eric
- Re:, donn wooldridge
- Re:, donn wooldridge
- Re:, donn wooldridge
- <Possible follow-ups>
- Re: (no subject), Rick Ranous
- (no subject), stnelson
- RE: ASCE 7-95 Wind Guide, Alex C. Nacionales
- <Possible follow-ups>
- Re: ASCE 7-95 Wind Guide, Robert Rogers
- Re: ASCE 7-95 Wind Guide, Paul Feather
- Re: Fixed base timber column,
Bart Needham
- RE: Fixed base timber column, Dennis S. Wish PE
- Re: Fixed base timber column, Jim Kestner
- RE: Fixed base timber column, Jie Lu
- Re: Fixed base timber column, Edwin Schmeckpeper
- <Possible follow-ups>
- RE: Fixed base timber column, Paul Meyer
- Re: Fixed base timber column,
Roger Turk
- Re: Fixed base timber column, Jill T. Shuttleworth, P.E. S.E.
- RE: Fixed base timber column, Benson,Ralph
- RE: Fixed base timber column, Montgomery Griffiths
- RE: Fixed base timber column, Harold Sprague
- Re: Thanks,
raranous
- RE: Thanks, Thomas Long
- RE: Composite Steel Piles, John W. Bryan
- <Possible follow-ups>
- Re: Light Pole Foundation, Rob Stevens
- RE: Light Pole Foundation, Kim, Henry D.
- <Possible follow-ups>
- Re: flag post, Robert Rogers
- Re: flag post, Parkerres
- Re: Tension in Concrete, Edwin Schmeckpeper
- RE: Tension in Concrete, Brian K. Smith
- Re: Tension in Concrete,
Jim Kestner
- RE: Tension in Concrete, Alex C. Nacionales
- <Possible follow-ups>
- RE: Tension in Concrete, Horning, Dick/CVO
- Tension in Concrete, Roger Turk
- Re: Tension in Concrete, Chris Towne
- Re: Mechanical Vibration Teaser Problem, Jim Kestner
- <Possible follow-ups>
- Re: Mechanical Vibration Teaser Problem, Christopher Wright
- Re: Mechanical Vibration Teaser Problem,
Byron Benson
- Re: Mechanical Vibration Teaser Problem, Jim Kestner
- RE: Mechanical Vibration Teaser Problem, Smith, Steven A
- Fw: Mechanical Vibration Teaser Problem, T. Eric Gillham PE
- Re: Mechanical Vibration Teaser Problem, Christopher Wright
- RE: Mechanical Vibration Teaser Problem, Smith, Steven A
- RE: Cantilevered Steel Beam Construction, Brian K. Smith
- Re: Cantilevered Steel Beam Contruction, Jim Kestner
- Re: National Research Council vs Local Fire Departments, raranous
- <Possible follow-ups>
- Re: National Research Council vs Local Fire Departments, Chanel1096
- RE: National Research Council vs Local Fire Departments, Montgomery Griffiths
- Re: National Research Council vs Local Fire Departments, vicpeng
- Re: National Research Council vs Local Fire Departments, Yank2002
- RE: National Research Council vs Local Fire Departments, Rodrigo Lema
- <Possible follow-ups>
- Re: Survey Lines on CAD, Patrick F. Quinn
- Re: Survey Lines on CAD,
Rob Stevens
- Service life prediction, David Taquino
- <Possible follow-ups>
- Italian Seismic Loads, Tom . Hunt
- RE: Italian Seismic Loads, Harold Sprague
- RE: Italian Seismic Loads, WILLIAM R. KEEN
- <Possible follow-ups>
- Re: Bolting issues,
Majid Sarraf
- Re: Bolting issues, Charlie Carter
- Re: Bolting issues, Fountain Conner
- RE: Bolting issues, Maria I. Falconi
- Re: Bolting issues, Roger Turk
- Re: Bolting issues, john.gregg
- Re: Bolting issues, Roger Turk
- Re: Bolting issues,
Majid Sarraf
- Re: Bolting issues, generation II,
Charlie Carter
- Re: Bolting issues, generation II, Edwin Schmeckpeper
- Re: Bolting issues, generation II,
Charlie Carter
- Re: surcharging a site, P.Rajendran
- <Possible follow-ups>
- Re: surcharging a site, Cmajose
- <Possible follow-ups>
- Re: Shear wall w/ plywood on both sides, Mlcse
- Re: Shear wall w/ plywood on both sides, Cmajose
- Re: Shotcrete, Jim Kestner
- Re: Shotcrete-Gunnite definitions, Jim Kestner
- Re: Non Professionals doing Engineering, Scott MacDonald
- Re: Non Professionals doing Engineering, Phil Hodge
- RE: Non Professionals doing Engineering,
Dennis S. Wish PE
- Re: Non Professionals doing Engineering, Jim Kestner
- RE: Non Professionals doing Engineering, Andrew Goh
- Re: Non Professionals doing Engineering,
Barry H. Welliver
- Re: Non Professionals doing Engineering, Jim Kestner
- <Possible follow-ups>
- Re[2]: Non Professionals doing Engineering, jerome . tan
- RE: Non Professionals doing Engineering, Cleofe, Antonio Ronaldo C.
- Re: Non Professionals doing Engineering, Christopher Wright
- RE: Non Professionals doing Engineering, Montgomery Griffiths
- Re: Non Professionals doing Engineering, Christopher Wright
- RE: Non Professionals doing Engineering, Maria I. Falconi
- Re[2]: Non Professionals doing Engineering, jerome . tan
- RE: Non Professionals doing Engineering, Cmajose
- Re: Non Professionals doing Engineering, Paul Feather
- Re: Non Professionals doing Engineering, Paul Feather
- Re: Non Professionals doing Engineering, Paul Feather
- Re: Non Professionals doing Engineering, Bobeng
- Re: Re[2]: Non Professionals doing Engineering, Bobeng
- Re: Non Professionals doing Engineering, Bobeng
- Re: Non Professionals doing Engineering, Bobeng
- Re: Non Professionals doing Engineering, Bobeng
- RE: Non Professionals doing Engineering, Waterman Drinkwater
- Re: Non Professionals doing Engineering, Resengin
- <Possible follow-ups>
- RE: northern construction,
Al Greene
- Re: northern construction, Jim Kestner
- <Possible follow-ups>
- Re: staad-III 23w, RoyLevy
- stainless steel spec, Jeff Smith
- Re: Bolting issues, generation II, Charlie Carter
- <Possible follow-ups>
- Re: Bolting issues, generation II, Christopher Wright
- Re: Bolting issues, generation II, Mark K Gilligan
- Re: Bolting issues, generation II,
Majid Sarraf
- Re: Bolting issues, generation II, Charlie Carter
- RE: Bolting issues, generation II, Rodrigo Lema
- <Possible follow-ups>
- Re: SEISMIC OVERTURNING OF UNANCHORED OBJECTS,
NRoselund
- Re: SEISMIC OVERTURNING OF UNANCHORED OBJECTS, Walter Sawruk
- SEISMIC OVERTURNING OF UNANCHORED OBJECTS, merrick group
- <Possible follow-ups>
- Re: Deliberate Spreading of Falsehood by National Research Council, Rick Ranous
- Re: STAAD Pro, Bill Polhemus
- Re: STAAD Pro, John Dewar
- <Possible follow-ups>
- RE: STAAD Pro,
Nick Arenson
- Re: STAAD Pro, Bill Polhemus
- Re[2]: STAAD Pro, jerome . tan
- Re: STAAD Pro, BSmithSE
- RE: STAAD Pro, Horning, Dick/CVO
- RE: STAAD Pro,
James F Fulton
- RE: STAAD Pro, Mark McCormick
- Re: STAAD Pro, Fountain Conner
- Re: STAAD Pro,
vicpeng
- RE: STAAD Pro, Ron Hill
- RE: STAAD Pro, Noel Stanford
- RE: STAAD Pro,
Kenneth Tarlow
- RE: STAAD Pro, Ron Hill
- RE: STAAD Pro, Waterman Drinkwater
- Re: STAAD Pro, Reed R. Figley
- Re: STAAD Pro, JRWMKW
- Re: Payment Collection, Robert McGhie
- <Possible follow-ups>
- RE: Payment Collection,
Vincenzo Valerio
- RE: Payment Collection,
Jie Lu
- Re: Payment Collection, Jim Kestner
- RE: Payment Collection,
Jie Lu
- Re: Payment Collection, Constantine Shuhaibar
- Re: Payment Collection, merrick group
- Re: Payment Collection, Greg Smith
- Re: Payment Collection, Kenneth Tarlow
- Re: Payment Collection, merrick group
- RE: Question regarding best analysis/design software, Alex C. Nacionales
- <Possible follow-ups>
- RE: Question regarding best analysis/design software,
Smith, Steven A
- RE: Question regarding best analysis/design software, Integrated Technical Software Pty Ltd
- RE: Question regarding best analysis/design software, Horning, Dick/CVO
- Re: Question regarding best analysis/design software,
Michael Sloey
- Re: Question regarding best analysis/design software, Jim Kestner
- RE: Question regarding best analysis/design software, Trobridge, Bruce
- Re: Question regarding best analysis/design software, Christopher Wright
- Re[2]: Question regarding best analysis/design software, jerome . tan
- Re: Soil Pressure, Chris Lillback
- <Possible follow-ups>
- RE: Soil Pressure, Horning, Dick/CVO
- Re: Soil Pressure, EphHirsch
- Re: Soil Pressure,
EphHirsch
- RE: Soil Pressure, Alex C. Nacionales
- RE: Soil Pressure,
Horning, Dick/CVO
- RE: Soil Pressure, Alex C. Nacionales
- RE: Soil Pressure,
Horning, Dick/CVO
- RE: Soil Pressure, Alex C. Nacionales
- RE: Soil Pressure, Horning, Dick/CVO
- Re:RE: Soil Pressure, tbenson
- RE: stainless steel spec,
Jeff Smith
- RE: stainless steel spec,
Robert P. KAZANJY
- RE: stainless steel spec, Jeff Smith
- RE: stainless steel spec,
Robert P. KAZANJY
- <Possible follow-ups>
- RE: stainless steel spec, Harold Sprague
- Re: stainless steel spec, Bill Sherman
- RE: stainless steel spec, Harold Sprague
- Re: Columbian Earthquake - Any first hand structural assessments?,
JUAN_CARLOS_GRAY_URIBE
- Re: Columbian Earthquake - Any first hand structural assessments?, CARLOS ARCE LEON
- Re: Fw: Scarry Facts You Should Know, nmoore
- <Possible follow-ups>
- Re: Fw: Scarry Facts You Should Know, vicpeng
- <Possible follow-ups>
- RE: Church bells, Smith, Steven A
- RE: Church bells, Harold Sprague
- Re: Church bells, cmd
- Re: Church bells,
Greg Smith
- RE: Church bells, Alex C. Nacionales
- Re: Earthquake in Colombia., Juan C. Gray
- <Possible follow-ups>
- RE: Earthquake in Colombia., Harold Sprague
- RE: Earthquake in Colombia.,
Rodrigo Lema
- Re: Earthquake in Colombia., Juan C. Gray
- RE: Earthquake in Colombia.,
Rodrigo Lema
- Re: Earthquake in Colombia., Juan C. Gray
- RE: Earthquake in Colombia., Vincenzo Valerio
- <Possible follow-ups>
- Unsubcribe, Walbert Zalazar
- <Possible follow-ups>
- ASTM A595, Tom . Hunt
- RE: ASTM A595, Harold Sprague
- Re: Rivets, Juan C. Gray
- Re: Rivets, Bruno Côté
- <Possible follow-ups>
- Rivets, Roger Turk
- Re: Rivets, PEC - Lake City
- RE: Rivets, Paul Meyer
- RE: Rivets, Serroels, Chris/SAC
- Re: Rivets,
CanitzCF
- Re: Rivets, Peter Paul De Vere
- Re: Rivets, Bill Sherman
- Re: Rivets, Ing. Daniel Ulloa
- <Possible follow-ups>
- RE: Steel for Cryogenic Containers, Harold Sprague
- RE: Steel for Cryogenic Containers, Harold Sprague
- RE: Tanker Truck Bumper Design, Mark E. Deardorff
- Re: Missing Buck, raranous
- Re: Missing Buck, Timothy Eric Elliott
- Re: Missing Buck, P.Rajendran
- <Possible follow-ups>
- RE: Missing Buck,
Steve Pryor
- RE: Missing Buck, Rod Schenk
- RE: Missing Buck, Caldwell, Stan
- Re: Missing Buck, PEC - Lake City
- RE: Missing Buck, Caldwell, Stan
- RE: Missing Buck, Mullen, Corey G.
- RE: Missing Buck -Reply, Jim Degenhart
- Re: Missing Buck, Parkerres
- RE: Missing Buck, Rodrigo Lema
- RE: Ducktape, Mark E. Deardorff
- <Possible follow-ups>
- RE: Ducktape, Horning, Dick/CVO
- RE: Ducktape, Smith, Steven A
- Re: Stamping Calculations, Shafat Qazi
- RE: Stamping Calculations,
Dave Meney
- Re: Stamping Calculations & (Plan Checking Effort), Barry H. Welliver
- <Possible follow-ups>
- Re: Stamping Calculations, Jim Price
- Re: Stamping Calculations, Christopher Wright
- Stamping Calculations, Roger Turk
- Re: Stamping Calculations, Cmajose
- Re: Stamping Calculations, Paul Feather
- Re: Stamping Calculations,
Charles Greenlaw
- B7 vs A449, Tarek Mokhtar
- Re: Stamping Calculations, Bill Sherman
- RE: Stamping Calculations, Montgomery Griffiths
- RE: Stamping Calculations, Horning, Dick/CVO
- RE: Stamping Calculations, Roger Turk
- Re: Stamping Calculations, Chris Towne
- Re: Stamping Calculations, Roger Turk
- Re: Stamping Calculations, Greg Smith
- Re[2]: Stamping Calculations, jerome . tan
- Re: Stamping Calculations, Charles Greenlaw
- RE: Stamping Calculations, Trobridge, Bruce
- Re: Stamping Calculations, Bill Sherman
- RE: Stamping Calculations, Montgomery Griffiths
- <Possible follow-ups>
- Erase from email list,
Juan Manuel Dominguez
- Re: Erase from email list, Shafat Qazi
- Re: Erase from email list,
John O'Brien
- Re: Erase from email list, SEAInt Admin
- Re: New Steel Designations, Jim Kestner
- Re: New Steel Designations, Charlie Carter
- <Possible follow-ups>
- Re: New Steel Designations, Paul Feather
- Re: New Steel Designations,
Chanel1096
- Software for Download, Massimo Contini
- Re: New Steel Designations, Rick . Drake
- <Possible follow-ups>
- Masonry slender wall lap splices, Roger Turk
- Re: Cope, Block & Cut, Charlie Carter
- Re: Colombian Earthquake - Jan.25,1999,
CARLOS ARCE LEON
- Re: Colombian Earthquake - Jan.25,1999, Juan C. Gray
- <Possible follow-ups>
- RE: Colombian Earthquake - Jan.25,1999,
Horning, Dick/CVO
- RE: Colombian Earthquake - Jan.25,1999, CARLOS ARCE LEON
- RE: Colombian Earthquake - Jan.25,1999, Rodrigo Lema
- RE: Colombian Earthquake - Jan.25,1999, Rodrigo Lema
- <Possible follow-ups>
- Re: Preview of our 1999 Convention, Harris3803
- <Possible follow-ups>
- Re: Columbia EQ information, Harris3803
- Re: Columbia EQ information, Roger Turk
- Re: Columbia EQ information, Kehoe, Brian
- RE: Tall Building, Lars Holte
- <Possible follow-ups>
- RE: Tall Building, Smith, Steven A
- RE: Tall Building, Montgomery Griffiths
- RE: Tall Building,
Cleofe, Antonio Ronaldo C.
- Re: Tall Building, Bill Polhemus
- RE: Tall Building, Trobridge, Bruce
- <Possible follow-ups>
- RE: Upset Rods, Harold Sprague
- <Possible follow-ups>
- Re: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], vicpeng
- Re: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted], vicpeng
- Fw: [Fwd: [StrucTX] Debunking the "Scarry Facts" Recently Posted],
vicpeng
- (no subject), michelle trzecinski
- <Possible follow-ups>
- Re: Grading Agency/Rules for Vigas???, LibertyEng
- Re: Grading Agency/Rules for Vigas???, Patrick F. Quinn
- Re: Grading Agency/Rules for Vigas???,
Roger Turk
- Re: Grading Agency/Rules for Vigas???, Juan C. Gray
- Re: Grading Agency/Rules for Vigas???, Silenio Marciano de Paulo
- Re: Grading Agency/Rules for Vigas???, LibertyEng
- Re: Grading Agency/Rules for Vigas???, NRoselund
- Re: Grading Agency/Rules for Vigas???, Mark Middlebrook
- Re[2]: Grading Agency/Rules for Vigas???,
jerome . tan
- Re: Grading Agency/Rules for Vigas???, Jill T. Shuttleworth, P.E. S.E.
- <Possible follow-ups>
- RE: flame cutting of steel frame, Harold Sprague
- RE: flame cutting of steel frame, Mark K Gilligan
- RE:, Mark E. Deardorff
- <Possible follow-ups>
- Fw: FEMA 310: Force-Controlled Action onto Column Axial Load, T. Eric Gillham PE
- <Possible follow-ups>
- Re: Dinner Meeting Attendence,
SDGSE
- Re: Dinner Meeting Attendence, Shafat Qazi
- Re: Dinner Meeting Attendence, SCHFUN
- Re: Dinner Meeting Attendence, Eddie Gonzalez
- Re: Dinner Meeting Attendence, CLaines
- Re: Dinner Meeting Attendence, Harris3803
- Re: Dinner Meeting Attendence, Rawn Nelson
- Re: Cantilevers through a solid beam,
Jim Kestner
- Re: Cantilevers through a solid beam, Jim Kestner
- <Possible follow-ups>
- RE: Cantilevers through a solid beam, Yang, Liao/ANC
- RE: Cantilevers through a solid beam, Ed Marshall
- Re: Cantilevers through a solid beam,
Greg Smith
- RE: Cantilevers through a solid beam, Dennis S. Wish PE
- Re: Cantilevers through a solid beam, CLaines
- Cantilevers through a solid beam,
Roger Turk
- RE: Cantilevers through a solid beam, Dennis S. Wish PE
- Re: Cantilevers through a solid beam, SDGSE
- Re: Cantilevers through a solid beam,
Mlcse
- RE: Cantilevers through a solid beam, Dennis S. Wish PE
- Re: Cantilevers through a solid beam,
NRoselund
- RE: Cantilevers through a solid beam, Dennis S. Wish PE
- <Possible follow-ups>
- VIRUS WARNING,
Shafat Qazi
- Re: VIRUS WARNING, Brian Reese
- Re: remove from list, Shafat Qazi
- <Possible follow-ups>
- RE: Relationship Between Av and Z, Harold Sprague
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Juan C. Gray
- <Possible follow-ups>
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap,
JIM ARCHULETA
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Charley Hamilton
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, james korff
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap,
Nd1942
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Robert Kazanjy
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, james korff
- Re: Concrete Column Retrofit using Carbon Fiber/Tevlar Wrap, Rlfong
- <Possible follow-ups>
- RE: Runway beam, Ed Marshall
- RE: Runway beam, Blomberg, Paul
- Re: Runway beam,
Stan Mulder
- Re: Runway beam, Laurence B. Oeth III
- Re: Runway beam, P.Rajendran
- Re: Runway beam, Roger Turk
- Re: Seismic Upgrades of Unreinforced Masonry, DAVID N. MARTIN, P.E
- <Possible follow-ups>
- Re: Scissor Truss, Greg Smith
- Re: Scissor Truss, Chris Towne
- Re: Scissor Truss, Greg Smith
- Re: Scissor Truss,
Chris Towne
- Re: Scissor Truss, Michael D Zaitz
- Scissor Truss, Roger Turk
- Re: Scissor Truss, BD2PE
- RE: Garage Floor in Residential House, Dennis S. Wish PE
- RE: Garage Floor in Residential House, Dennis S. Wish PE
- <Possible follow-ups>
- RE: Garage Floor in Residential House, Horning, Dick/CVO
- Re: Garage Floor in Residential House, Greg Smith
- Re: Garage Floor in Residential House, Greg Smith
- <Possible follow-ups>
- Re: Previous Post..., vicpeng
- Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, David Taquino
- <Possible follow-ups>
- Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, james korff
- Re: Conc. Col. Retrofit using Carbon Fiber/Tevlar Wrap & Caltrans, james korff
- <Possible follow-ups>
- Re: Structural Steel and Reinforced Concrete Connections, Rhkratzse
- Re: Structural Steel and Reinforced Concrete Connections, Mario A. Tioli
- Re: Structural Steel and Reinforced Concrete Connections, Rhkratzse
- Re: Structural Steel and Reinforced Concrete Connections, Mark K Gilligan
- test-please delete, Mark Nienberg
- Message not available
- Re: Seismic design metric factors for UBC chapter 16, Ulises Uribe Diaz
- <Possible follow-ups>
- RE: colorado licensed engineer needed, Stephens, Grady
- Re: cancel, pkpl
- RE: Butane tank, Ron Hill
- <Possible follow-ups>
- Re: Butane tank, Bill Sherman
- Re: Butane tank, Christopher Wright
- Re: Effective Length, Phil Hodge
- <Possible follow-ups>
- Effective Length, Roger Turk
- Re: Effective Length, Greg Smith
- RE: Effective Length, Waterman Drinkwater
- Re: Effective Length, E.B.Davison, P.Eng.
- Effective Length, Chris Towne
- FW: Effective Length, La Count, Curt
- <Possible follow-ups>
- Re: ACI 318 Appendix C, Rick . Drake
- <Possible follow-ups>
- Re: Fema 310, Eddie Gonzalez
- Re: Fema 310, Kenneth Tarlow
- <Possible follow-ups>
- Re: Concrete specifications, Scott A Jensen
- RE: Concrete specifications, Harold Sprague
- Re: Concrete specifications, Jie Lu, P.E., S.E.
- Re: Concrete specifications, Rhkratzse
- Re: Concrete specifications, Mark K Gilligan
- RE: Concrete specifications, Harold Sprague
- RE: Concrete specifications, Horning, Dick/CVO
- RE: Concrete specifications, Harold Sprague
- RE: Concrete Specifications, Bill Sherman
- RE: Concrete Specifications, Harold Sprague
- RE: PE Test Results?, Bill Polhemus
- Re: PE Test Results?, dan914
- Re: PE Test Results?, Peder and/or Cathy Golberg
- <Possible follow-ups>
- Re: PE Test Results?, Kenton Buzbee
- RE: PE Test Results?, Vinson, Brian
- Re: PE Test Results?, Kenton Buzbee
- RE: PE Test Results?, Aswin Rangaswamy
- <Possible follow-ups>
- Re: FEMA 310 (302), Kenneth Tarlow
- <Possible follow-ups>
- RE: Engineering (science) joke, Montgomery Griffiths
- <Possible follow-ups>
- RE: Effective Length Factors, Waterman Drinkwater
- Re: Advice on Filed Experience., Geraldo Caraig
- Re: Advice on Filed Experience., Phil Hodge
- Re: Advice on Filed Experience., Jim Kestner
- <Possible follow-ups>
- Re: Advice on Filed Experience., Greg Smith
- Re: Advice on Filed Experience., Paul Feather
- Re: Advice on Filed Experience., Greg Smith
- Advice on Filed Experience. -Reply, David Puskas
- RE: Advice on Filed Experience., Harold Sprague
- Re: Advice on Filed Experience., Christopher Wright
- RE: Advice on Filed Experience., Benson,Ralph
- <Possible follow-ups>
- RE: Seismicity of Taiwan ... ?, Harold Sprague
- Re: Seismicity of Taiwan ... ?, cstsaur
- Re: Sanitary Structures, Jim Kestner
- <Possible follow-ups>
- RE: Sanitary Structures, Harold Sprague
- Re: Sanitary Structures, Kipp Martin
- Re: Sanitary Structures, Bill Sherman
- Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jim Kestner
- <Possible follow-ups>
- RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Horning, Dick/CVO
- Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Jerry Middaugh
- Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., RDAHLMANN
- RE: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., Germaine, Bob/CVO
- Re: Visual Analysis/Visual Design + ENERCALC vs. STRUCT.etc., JAKABY
- <Possible follow-ups>
- RE: different metals, Horning, Dick/CVO
- RE: baseplate analysis problem, Mark E. Deardorff
- Re: baseplate analysis problem, nmoore
- <Possible follow-ups>
- baseplate analysis problem -Reply, David Puskas
- Re: baseplate analysis problem, Chris Towne
- Re: baseplate analysis problem, Eddie Gonzalez
- Re: baseplate analysis problem, Eddie Gonzalez
- RE: baseplate analysis problem, Charlie Carter
- Re: baseplate analysis problem, Greg Smith
- baseplate analysis problem -Reply, Roger Turk
- baseplate analysis problem, Ecengrs
- RE: baseplate analysis problem, Silva John (sj)
- Re: baseplate analysis problem, JRWMKW
- RE: baseplate analysis problem, Maria I. Falconi
- Re: Enercalc, Shafat Qazi
- <Possible follow-ups>
- Enercalc -Reply, David Puskas
- RE: Enercalc, Trobridge, Bruce
- RE: Enercalc,
Kim, Henry D.
- Thermal props of high tensile bolts, Dave Meney
- <Possible follow-ups>
- Re: Thermal props of high tensile bolts, Christopher Wright
- RE: Thermal props of high tensile bolts, Harold Sprague
- RE: Thermal props of high tensile bolts, Charles Greenlaw
- thermal props of HT steel, Robert Kazanjy
- RE: Edge Distance for Steel Plate, Dave Meney
- <Possible follow-ups>
- RE: Edge Distance for Steel Plate,
Blomberg, Paul
- Earthquake insurance, michelle trzecinski
- <Possible follow-ups>
- RE: Future of the Field Act, Cain, William
- Re: Future of the Field Act, fturner
- <Possible follow-ups>
- Re: Concrete Exposed to Sulfates, Bill Sherman
- RE: Concrete Exposed to Sulfates, Harold Sprague
- Re: Archives, Robert Kazanjy
- <Possible follow-ups>
- re: Archives, swidmayer
- <Possible follow-ups>
- Re: analysis of multi-sided, tapered, steel tubes/pipe, PEC - Lake City
- analysis of multi-sided, tapered, steel tubes/pipe -Reply, David Puskas
- Re: analysis of multi-sided, tapered, steel tubes/pipe, Chanel1096
- RE: analysis of multi-sided, tapered, steel tubes/pipe, Paul Meyer
- <Possible follow-ups>
- Re: shear design, Greg Smith
- Re: shear design, Kenneth Tarlow
- Re: shear design, Bill Sherman
- <Possible follow-ups>
- Re: Advice on Field Experience., MRodrig273
- Re: Turning over and moving a 2-story Pump House, Brad Friederichs
- Re: Turning over and moving a 2-story Pump House, Phil Hodge
- Change of mail ID, pkpl
- <Possible follow-ups>
- Re: Turning over and moving a 2-story Pump House, Charles Greenlaw
- Re: Turning over and moving a 2-story Pump House, Gary Wheeler
- Re: Turning over and moving a 2-story Pump House, Christopher Wright
- <Possible follow-ups>
- Re: Not a Hoax !!, J. Karim Hosseinzadeh
- Re: Not a Hoax !! -Reply, Abe Knapp
- RE: Not a Hoax !!, Trobridge, Bruce
- Re: Not a Hoax !!, Richard Lewis
- RE: Not a Hoax !!, Caldwell, Stan
- RE: Not a Hoax !!, Orlando Prada
- RE: Not a Hoax !!, Caldwell, Stan
- Re: Not a Hoax !!, vicpeng
- Re: Not a Hoax !!, vicpeng
- <Possible follow-ups>
- Re: We've gone too far..., SDGSE
- Re: We've gone too far..., JPelezzare
- <Possible follow-ups>
- Re: baseplate analysis problem - Thanks for the help, Paul Ransom
- Excel Question,
Sleiman Serhal
- Re: Excel Question,
P.Rajendran
- Re: Excel Question, Sleiman Serhal
- RE: Excel Question, Frank Yang
- Re: Excel Question,
P.Rajendran
- CJ in RC Retaining Walls, Sleiman Serhal
- <Possible follow-ups>
- Concrete at high temperature, Mark K Gilligan
- RE: Concrete at high temperature, Harold Sprague
- Re: Concrete at high temperature, Fountain Conner
- RE: AISC Seminar/ Does the Client really want a cheaper steel frame?, Mark E. Deardorff
- <Possible follow-ups>
- RE: AISC Seminar/ Does the Client really want a cheaper steel frame?, Charlie Carter
- Re: AISC Seminar/ Does the Client really want a cheaper steel frame?, Lanny J. Flynn
- Re: Shrinkage cracks in masonry walls, P.Rajendran
- <Possible follow-ups>
- Re: Shrinkage cracks in masonry walls, Greg Smith
- Shrinkage cracks in masonry walls, Roger Turk
- Re: Shrinkage cracks in masonry walls, Richard Lewis
- <Possible follow-ups>
- Re: Bolts on Bells, cmd
- Re: Bolts on Bells, Greg Smith
- <Possible follow-ups>
- RE: Stainless Steel Bolt Alloy, Harold Sprague
- Re: Stainless Steel Bolt Alloy, Bill Sherman
- Re: Underground House,
Phil Hodge
- Re: Underground House, michelle trzecinski
- <Possible follow-ups>
- Re: Underground House, Greg Smith
- Re: Underground House, cmd
- Re: Underground House, Greg Smith
- Re: Underground House, Rhkratzse
- Re: railing design,
Sam Chang
- Re: railing design,
Mark Trimble
- Re: railing design, Jim Kestner
- Re: railing design,
Mark Trimble
- <Possible follow-ups>
- railing design,
Roger Turk
- Re: railing design, Mark Trimble
- Re: railing design, Richard Lewis
- Re: railing design, Greg Smith
- Re: railing design, Structeng1
- Re: railing design,
Charles Greenlaw
- Re: railing design, Gil Brock
- railing design, Roger Davis
- RE: railing design, Cain, William
- RE: railing design, Ed Marshall
- Re: Railing design, Mark Swingle
- <Possible follow-ups>
- RE: Bolts with Threads Excluded, Fredericks, Douglas/SAC
- <Possible follow-ups>
- Re: Re[2]: AISC Seminar/ Does the Client really want a cheaper s, Lanny J. Flynn
- Re: Concrete Poles,
Jim Kestner
- Re: Concrete Poles,
P.Rajendran
- Re: Concrete Poles, Michael D Zaitz
- Re: Concrete Poles, Jim Kestner
- Re: Concrete Poles, Jim Kestner
- Re: Concrete Poles,
P.Rajendran
- Re: Concrete Poles, Mark D. Baker
- <Possible follow-ups>
- Re: Concrete Poles,
PEC - Lake City
- Re: Concrete Poles, Michael D Zaitz
- Re: Concrete Poles, Chanel1096
- Re: Concrete Poles, cmd
- RE: Concrete Poles, Cain, William
- <Possible follow-ups>
- RE: Excel Question,
Serroels, Chris/SAC
- Re: Excel Question, Sleiman Serhal
- RE: Excel Question, Charlie Carter
- <Possible follow-ups>
- RE: UBC97 - Earthquake, Cain, William
- Re: UBC97 - Earthquake, JAKABY
- Re: UBC97 - Earthquake, Studio Negrini
- RE: UBC97 - Earthquake, Studio Negrini
- Re: UBC97 - Earthquake, JAKABY
- <Possible follow-ups>
- RE: Bahamas, Trobridge, Bruce
- RE: Bahamas, Paul Meyer
- Simpson wall anchors, Lynn
- <Possible follow-ups>
- Re: Shear Modulus, Greg Smith
- Re: Simpson wall anchors, Lynn
- <Possible follow-ups>
- Simpson wall anchors -Reply, David Puskas
- Re: Simpson wall anchors -Reply, SONSUR2
- Re: Simpson wall anchors -Reply, Structeng1
- Re: Simpson wall anchors -Reply -Reply, David Puskas
- Re: Simpson wall anchors -Reply, Janiele Maffei
- RE: S-O-G C.J. with STRIP FOOTING, Bill Polhemus
- <Possible follow-ups>
- Re: UBC'97 and AISC - ASD, Bill Sherman
- RE: UBC'97 and AISC - ASD, Harold Sprague
- RE: UBC'97 and AISC - ASD, Cain, William
- Re: New Steel to Existing Concrete, Jim Kestner
- <Possible follow-ups>
- Re: New Steel to Existing Concrete, Greg Smith
- Re: New Steel to Existing Concrete, jannett
- RE: New Steel to Existing Concrete, Vincenzo Valerio
- RE: New Steel to Existing Concrete, Harold Sprague
- New Steel to Existing Concrete -Reply, John Armijo
- RE: New Steel to Existing Concrete, Silva John (sj)
- RE: New Steel to Existing Concrete,
Cain, William
- RE: New Steel to Existing Concrete, Deborah Goodacre
- Re: New Steel to Existing Concrete, Structeng1
- Re: New Steel to Existing Concrete, JAKABY
- <Possible follow-ups>
- Re: slabs on metal deck, cmd
- <Possible follow-ups>
- RE: Clay/brick smokestacks, Harold Sprague
- RE: Clay/brick smokestacks,
Ed Marshall
- Re: Floor Loads selection, Ken Reed
- Re: Clay/brick smokestacks,
Greg Smith
- RE: Clay/brick smokestacks, Deborah Goodacre
- <Possible follow-ups>
- Re[2]: Floor Loads selection, Rick . Drake
- Re: Floor Loads selection -Reply, David Puskas
- Re: Re: Floor Loads selection, Richard Lewis
- <Possible follow-ups>
- Re:Earth Dams,
tbenson
- Re:Earth Dams, Ali Bakhshi
- RE: Earth Dams, Cain, William
- <Possible follow-ups>
- Re: Clay Tile CMU, Greg Smith
- RE: Clay Tile CMU, Harold Sprague
- <Possible follow-ups>
- RE: Values of dowels in existing concrete, Silva John (sj)
- <Possible follow-ups>
- Dynamic seismic design, Mark K Gilligan
- RE: Dynamic seismic design, Cain, William
- Re: Dynamic seismic design,
Stan Mulder
- RE: Dynamic seismic design, Roger Davis
- Re: Dynamic seismic design, Mark K Gilligan
- Re: Dynamic seismic design, prosteel
- Re: Dynamic seismic design, prosteel
- Fw: Dynamic seismic design, T. Eric Gillham PE
- <Possible follow-ups>
- Re:Grading Rules for Vigas, Roger Turk
- <Possible follow-ups>
- Re: Using shoring as structural member,
Parkerres
- Re: Using shoring as structural member, Chris Lillback
- RE: Using shoring as structural member, Harold Sprague
- Re: Using shoring as structural member, Greg Leyh
- RE: Using shoring as structural member, Greg Leyh
- Re: Using shoring as structural member, Parkerres
- RE: Using shoring as structural member, Harold Sprague
- <Possible follow-ups>
- RE: Old Timers - 18B35 section properties, Harold Sprague
- RE: Old Timers - 18B35 section properties, Montgomery Griffiths
- Old Timers - 18B35 section properties, Roger Turk
- Re: Old Timers - 18B35 section properties, hffa
- Re: UMB Wall Anchors & Fires, Barry H. Welliver
- <Possible follow-ups>
- Re: Autocad R14 & R14.01, Greg Smith
- RE: Autocad R14 & R14.01, Mark Middlebrook
- <Possible follow-ups>
- Thanks to the Old Timers, Roger Turk
- Re: CALL FOR PAPERS 1999 SEAOC CONVENTION, Szuchuan Chang
- Re: Old Concrete Design, Jim Kestner
- <Possible follow-ups>
- Old Concrete Design, Roger Turk
- Re: Old Concrete Design, JDMACKPE
- <Possible follow-ups>
- Re: Non-shrink Grout, SDGSE
- Re: Non-shrink Grout, Mark K Gilligan
- Re: Non-shrink Grout, SDGSE
- RE: Stresses at Shell Attachments,
Ron Hill
- Re: Stresses at Shell Attachments,
P.Rajendran
- RE: Stresses at Shell Attachments, Ron Hill
- Re: Stresses at Shell Attachments,
P.Rajendran
- <Possible follow-ups>
- Re: Stresses at Shell Attachments,
Christopher Wright
- Re: Stresses at Shell Attachments, P.Rajendran
- FW: Stresses at Shell Attachments, Ron Hill
- <Possible follow-ups>
- Re: intellcad, Fountain Conner
- RE: Old Timers - '61 VW properties & E.Q., Bruce Shephard
- RE: tall cylindrical pressure vessels, Ron Hill
- <Possible follow-ups>
- Re: tall cylindrical pressure vessels, Christopher Wright
- Re: tall cylindrical pressure vessels, Greg Smith
- Re: tall cylindrical pressure vessels, Greg Smith
- <Possible follow-ups>
- Re: Hairpins in footings, ShirishM
- <Possible follow-ups>
- Re: History of conventional wood framing- update,
SDGSE
- Re: History of conventional wood framing- update,
Lynn
- RE: History of conventional wood framing- update, Bruce Shephard
- RE: History of conventional wood framing- update, Dennis S. Wish PE
- Re: History of conventional wood framing- update,
Lynn
- RE: History of conventional wood framing- update,
Janiele Maffei
- Re: History of conventional wood framing- update,
Lynn H
- RE: History of conventional wood framing- update, Bruce Shephard
- RE: History of conventional wood framing- update, Bruce Shephard
- Re: History of conventional wood framing- update,
Lynn H
- Re: History of conventional wood framing- update,
TanerJ
- Partially grouted cmu question, Jeff Smith
- RE: History of conventional wood framing- update,
Kenneth Tarlow
- RE: History of conventional wood framing- update, Dennis S. Wish PE
- Re: History of conventional wood framing- update, SDGSE
- Re: History of conventional wood framing- update, SDGSE
- Re: History of conventional wood framing- update, SDGSE
- Re: History of conventional wood framing- update, SDGSE
- Re: History of conventional wood framing- update, Gary Wheeler
- Re: History of conventional wood framing- update, Charles Greenlaw
- Re: History of conventional wood framing- update, james korff
- RE: History of conventional wood framing- update -Reply,
David Puskas
- RE: History of conventional wood framing- update -Reply,
Dennis S. Wish PE
- Re: History of conventional wood framing- update -Reply, Barry H. Welliver
- RE: History of conventional wood framing- update -Reply,
Dennis S. Wish PE
- RE: History of conventional wood framing- update -Reply, Montgomery Griffiths
- Re: History of conventional wood framing- update, Bobeng
- Re: History of conventional wood framing- update, Dgmurphy
- Re: History of conventional wood framing- update -Reply, Rhkratzse
- Re: History of conventional wood framing- update -Reply -Reply, David Puskas
- RE: History of conventional wood framing- update -Reply, Montgomery Griffiths
- RE: History of conventional wood framing- update -Reply, Christopher Wright
- <Possible follow-ups>
- Old Sections 21B44 and 21B49, Roger Turk
- Re: Paper Submitted to 1998 SEAOC Convention, Szuchuan Chang
- <Possible follow-ups>
- RE: wood decay mitigation, Harold Sprague
- Re: wood decay mitigation, NRoselund
- <Possible follow-ups>
- RE: Building department Blues, Montgomery Griffiths
- RE: A Great Resource, Dennis S. Wish PE
- <Possible follow-ups>
- Re: DRY PACK SPECIFICATION, Tom . Hunt
- Re: ASCII Character, Shafat Qazi
- Re: ASCII Character, Gil Brock
- <Possible follow-ups>
- Re: ASCII Character,
Mlcse
- Re: ASCII Character, Andrew Abbo
- Re: ASCII Character, Gil Brock
- ASCII Character -Reply, John Armijo
- Re: Dilbert's Theorem, Charley Hamilton
- <Possible follow-ups>
- Re: Dilbert's Theorem, Gary Wheeler
- Re: Dilbert's Theorem,
Christopher Wright
- RE: Dilbert's Theorem, Bill Polhemus
- Re: Re: Dilbert's Theorem, Richard Lewis
- RE: Re: Dilbert's Theorem,
Germaine, Bob/CVO
- RE: Re: Dilbert's Theorem, Bruce Shephard
- Re: Re: Dilbert's Theorem,
Gary Wheeler
- RE: Re: Dilbert's Theorem, Bill Polhemus
- Re: Re: Dilbert's Theorem, Gary Wheeler
- Re: RE: Dilbert's Theorem,
Rhkratzse
- RE: RE: Dilbert's Theorem, Bill Polhemus
- Re: RE: Dilbert's Theorem, JCohen
- Re: RE: Dilbert's Theorem, Rhkratzse
- Re: RE: Dilbert's Theorem, Rhkratzse
- Re: Re: Dilbert's Theorem, Kenneth Tarlow
- <Possible follow-ups>
- RE: Hanger Connections-Effective Flange Width, Charlie Carter
- RE: Hanger Connections-Effective Flange Width, Harold Sprague
- Re: Hanger Connections-Effective Flange Width, NRoselund
- Re: Hanger Connections-Effective Flange Width, prosteel
- <Possible follow-ups>
- Partially grouted cmu question, Roger Turk
- <Possible follow-ups>
- Re:Hungary for Knowledge, dodgen
- Re: Canadian steel, Mark McCormick
- <Possible follow-ups>
- RE: Canadian steel, Paul Meyer
- The Nevada Testing Institute, Inc. (NeTI),
Robert Kazanjy
- Re: The Nevada Testing Institute, Inc. (NeTI), michelle trzecinski
- <Possible follow-ups>
- Re: Post- beam framing.,
Janiele Maffei
- Re: Post- beam framing., Francisco Duarte
- Re: Post- beam framing., Janiele Maffei
- <Possible follow-ups>
- RE: tap holes, Charlie Carter
- RE: tap holes, Christopher Wright
- RE: tap holes, DEVERE, PETER P. (JSC-ES)
- RE: tap holes, Harold Sprague
- RE: tap holes, Cain, William
- Re: Bar joist in 1953, Patrick Rodgers
- Re: Bar joist in 1953, Jim Kestner
- <Possible follow-ups>
- Bar joist in 1953, Roger Turk
- Re: Bar joist in 1953, Richard Lewis
- Re: Bar joist in 1953, Dlgochnaur
- Re: Bar joist in 1953, STEVE BIAN
- Re: Feb 20 Seminar slides now on-line, Szuchuan Chang
- Re: Car Crash Loads, P.Rajendran
- <Possible follow-ups>
- Re: Car Crash Loads, Scott A Jensen
- Re: Car Crash Loads, Greg Smith
- Re: Car Crash Loads, Chanel1096
- Re: Car Crash Loads, Greg Smith
- Re: Car Crash Loads, Christopher Wright
- Re: Car Crash Loads,
Chanel1096
- Re: Car Crash Loads, Robert Kazanjy
- RE: Car Crash Loads, Smith, Steven A
- RE: Car Crash Loads,
Smith, Steven A
- Re: Car Crash Loads, Ken Reed
- Re: Car Crash Loads, Greg Smith
- Re: Car Crash Loads, Greg Smith
- Re: Car Crash Loads, Greg Smith
- Re: Car Crash Loads, Greg Smith
- Re: Fw: pedestrian bridge, Jill T. Shuttleworth, P.E. S.E.
- <Possible follow-ups>
- RE: Fw: pedestrian bridge, DEVERE, PETER P. (JSC-ES)
- RE: Fw: pedestrian bridge, Powers, Tony
- Re: Fw: pedestrian bridge-reply, Cmajose
- Re: Fw: pedestrian bridge, Rhkratzse
- Re: Fw: pedestrian bridge, Rhkratzse
- RE: Fw: pedestrian bridge, Cain, William
- RE: Fw: pedestrian bridge, Fredericks, Douglas/SAC
- RE: Fw: pedestrian bridge, Powers, Tony
- RE: Fw: pedestrian bridge, Fredericks, Douglas/SAC
- <Possible follow-ups>
- Re: ACAD Attribute ?, cmd
- Re: ACAD Attribute ?, Richard Lewis
- Re: ACAD Attribute ?, Parkerres
- RE: ACAD Attribute ?, Vince Yu
- ACAD Attribute ? -Reply, Patrick Taylor
- RE: ACAD Attribute ?, Robert Rollo
- RE: ACAD Attribute ?, Mark Middlebrook
- RE: Steel Composite Beam Floor System, Mark E. Deardorff
- RE: Steel Composite Beam Floor System, Brian K. Smith
- <Possible follow-ups>
- Re: RE: Steel Composite Beam Floor System,
Eddie Gonzalez
- Re: Steel Composite Beam Floor System, Jim Kestner
- <Possible follow-ups>
- RE: UBC97-- Redundancy Factor, Harold Sprague
- Re: UBC97-- Redundancy Factor, Mlcse
- Re: UBC97-- Redundancy Factor, Mark K Gilligan
- Re: UBC97-- Redundancy Factor, Charles Greenlaw
- Re: UBC97-- Redundancy Factor, james korff
- Re: UBC97-- Redundancy Factor, Christopher Wright
- RE: UBC97-- Redundancy Factor, Horning, Dick/CVO
- Re: UBC97-- Redundancy Factor, Mark K Gilligan
- Re: UBC97-- Redundancy Factor, Charles Greenlaw
- Re: UBC97-- Redundancy Factor, Rhkratzse
- Re: UBC97-- Redundancy Factor, Mark K Gilligan
- Re: UBC97-- Redundancy Factor, Christopher Wright
- Re: UBC97-- Redundancy Factor, Roger Turk
- Fwd: Re: UBC97-- Redundancy Factor, J. Korff
- <Possible follow-ups>
- Re: Acad - Revisited, PEC - Lake City
- <Possible follow-ups>
- Re: STRAP'S steel composite framing system capabilites, Leonid Shectman
- RE: Serpico, Bruce Shephard
- <Possible follow-ups>
- Re: Prepackaged Drypack, NRoselund
- Re: History of Conventional wood framing-update-another reply,
Barry H. Welliver
- RE: History of Conventional wood framing-update-another reply, Dennis S. Wish PE
- <Possible follow-ups>
- Re: History of conventional wood framing.,
Gary Wheeler
- Re: History of conventional wood framing.,
Don Carr
- RE: History of conventional wood framing., Dennis S. Wish PE
- Re: History of conventional wood framing.,
Don Carr
- 1994 UBC vs 1997 UBC Masonry Design, Edwin Schmeckpeper
- Re: Grouting in Eugene, Laurence B. Oeth III
- <Possible follow-ups>
- Re: Grouting in Eugene, james korff
- Re: Grouting in Eugene, Dave Morris
- Re: Grouting in Eugene, J. Korff
- Fwd: Re: Grouting in Eugene, J. Korff
- <Possible follow-ups>
- RE: RE: Dilbert's Theorem one last time, Montgomery Griffiths
- Re: RE: Dilbert's Theorem one last time, PEC - Lake City
- Re: RE: Dilbert's Theorem one last time,
Rhkratzse
- Re: Dilbert's Theorem one last time,
Barry H. Welliver
- RE: Dilbert's Theorem one last time, Bill Polhemus
- Re: Dilbert's Theorem one last time, Barry H. Welliver
- VIRUS IN suherdi's MAIL FROM 02/27 !!!, Peter Rangelow
- Re: Dilbert's Theorem one last time,
Barry H. Welliver
- Re: EERI TECHNICAL BRIEFING - COLOMBIA EARTHQUAKE 1/25/99, Laurence B. Oeth III
- RE: Earl Conroy is an alias, Mark E. Deardorff
- <Possible follow-ups>
- RE: Earl Conroy is an alias,
Caldwell, Stan
- Re: Earl Conroy is an alias, audra & Richard Ranous
- RE: Earl Conroy is an alias, Mark E. Deardorff
- RE: Earl Conroy is an alias, Kenneth Tarlow
- Re: Earl Conroy is an alias, MSSROLLO
- Re: Earl Conroy is an alias, avansse.com
- Re: Earl Conroy is an alias,
BRBATES
- Re: Earl Conroy is an alias,
SEAInt Admin
- Re: Earl Conroy is an alias, Robert P. KAZANJY
- Re: Earl Conroy is an alias,
SEAInt Admin
- Re: Earl Conroy is an alias,
BRBATES
- RE: Earl Conroy is an alias, Dennis S. Wish PE
- Re: Earl Conroy is an alias, avansse.com
- Re: Earl Conroy is an alias, avansse.com
- Re: Earl Conroy is an alias, Boris Kraljevic
- RE: Earl Conroy is an alias, Vincenzo Valerio
- RE: Earl Conroy is an alias, J. Korff
- RE: Earl Conroy is an alias, seaint-return
- RE: Space truss, Lars Holte
- <Possible follow-ups>
- RE: Space truss, Harold Sprague
- <Possible follow-ups>
- Re: Electronic drawing exchange -- legal issues, Claret Heider
- <Possible follow-ups>
- seismic building separation, Roger Turk
- Re: seismic building separation, Gary Wheeler
- seismic building separation -Reply, John Armijo
- <Possible follow-ups>
- Degree of Fixity (DOF) Method., suherdi
- Re: Degree of Fixity (DOF) Method., Greg Smith
- Re: Degree of Fixity (DOF) Method., suherdi
- Re: Degree of Fixity (DOF) Method., Greg Smith
- Re: Degree of Fixity (DOF) Method., Greg Smith
- Re: Degree of Fixity (DOF) Method., suherdi
- <Possible follow-ups>
- Re: UBC97-- Redundancy Factor (DC-3), Christopher Wright
- <Possible follow-ups>
- Re: Need Information about Managament Construction web sites, Sandy Pringle
- <Possible follow-ups>
- Re: Alias or Not? FAQ, Richard Lewis
- Re: Alias or Not? FAQ, Roger Turk
- Re: Alias or Not? FAQ, Greg Smith
- RE: Alias or Not? FAQ, Cain, William
- Re: Re: Alias or Not? FAQ, Richard Lewis
- RE: Re: Alias or Not? FAQ, Montgomery Griffiths
- RE: Re: Alias or Not? FAQ, Cain, William
- Re: Re: Alias or Not? FAQ, Ray A. Pixley
- Re: Alias or Not? FAQ, Seaintonln
- RE: Alias or Not? FAQ,
Vincenzo Valerio
- Re: Alias or Not? FAQ, Robert Kazanjy
- Re: Alias or Not? FAQ, Parkerres
- RE: Alias or Not? FAQ, Joyce Fuss
- Re: Alias or Not? FAQ, Charles Greenlaw
- RE: Alias or Not? FAQ, Cain, William
- Re: Alias or Not? FAQ, J. Korff
- Re[2]: Alias or Not? FAQ, jerome . tan
- Re[2]: Alias or Not? FAQ, jerome . tan
- Re[2]: Alias or Not? FAQ,
J. Korff
- Re: Alias or Not? FAQ, Phil Hodge
- Re: Re[2]: Alias or Not? FAQ, Richard Lewis
- Re: Alias or Not? FAQ, J. Korff
- Re: Plastic Design Selection Table (pg 2-15 to . . .), Dave Handy
- <Possible follow-ups>
- Re: Plastic Design Selection Table (pg 2-15 to . . .), Eddie Gonzalez
- RE: Plastic Design Selection Table (pg 2-15 to . . .), Charlie Carter
- Re: Dilbert's Theorem (architects vs. engineers),
audra & Richard Ranous
- Re: Dilbert's Theorem (architects vs. engineers), Shafat Qazi
- <Possible follow-ups>
- Re: Re: Dilbert's Theorem (architects vs. engineers), Kenneth Tarlow
- Dilbert's Theorem (architects vs. engineers), Cmajose
- Re: Dilbert's Theorem (architects vs. engineers), JAKABY
- Re: Dilbert's Theorem (architects vs. engineers), Chris Towne
- Re: Dilbert's Theorem (architects vs. engineers),
JAKABY
- Connection at the base of Tilt-up panels,
From the desk of Joe Otto
- RE: Connection at the base of Tilt-up panels, Mark E. Deardorff
- Connection at the base of Tilt-up panels,
From the desk of Joe Otto
- Re: Dilbert's Theorem (architects vs. engineers), SDGSE
- Dilbert's Theorem (architects vs. engineers), Cmajose
- Dilbert's Theorem (architects vs. engineers), Cmajose
- Re: Dilbert's Theorem (architects vs. engineers), Cmajose
- <Possible follow-ups>
- FRP rebar in concrete design, James A. Lane
- RE: FRP rebar in concrete design, Horning, Dick/CVO
- FRP rebar in concrete design, Roger Turk
- RE: FRP rebar in concrete design,
Paul Meyer
- RE: FRP rebar in concrete design, Robert P. KAZANJY
- Re: FRP rebar in concrete design, Chanel1096
- RE: FRP rebar in concrete design, Larsen, Mark
- RE: FRP rebar in concrete design, Christopher Wright
- Re: FRP rebar in concrete design, Chanel1096
- Re: FRP rebar in concrete design, Christopher Wright
- <Possible follow-ups>
- Re: California Building Code, BCainse
- Re: California Building Code-REPLY, Cmajose
- <Possible follow-ups>
- Re: Marine Piers, cmd
- Re: Marine Piers, cmd
- Re: Marine Piers, Roger Turk
- Re: Marine Piers, jerome . tan
- Re: UBC97 question, Charley Hamilton
- <Possible follow-ups>
- Re: UBC97 question, Robert Rogers
- RE: UBC97 question, James Hagensen
- Re: UBC97 question, Kenneth Tarlow
- Re: UBC97 question, jerome . tan
- Re: UBC97 question, T. Eric Gillham PE
- Re: UBC97 question, Bill Sherman
- RE: Salary Survey, Dave Meney
- <Possible follow-ups>
- RE: Salary Survey, Robert Rollo
- Re: Salary Survey,
Constantine Shuhaibar
- Re: Salary Survey, Jim Kestner
- RE: Salary Survey, Robert Rollo
- RE: Salary Survey,
Kenneth Tarlow
- Re: Salary Survey, audra & Richard Ranous
- Re: Salary Survey, Structeng1
- Re: Salary Survey, Kenneth Tarlow
- Re: Re: Salary Survey, Richard Lewis
- Re: Should Structural Engineering be Separted from Civil Engineering, Jim Kestner
- <Possible follow-ups>
- Re: Should Structural Engineering be Separted from Civil Engineering, MRodrig273
- Re: Re: Should Structural Engineering be Separted from Civil Engineering, Richard Lewis
- Re: Should Structural Engineering be Separted from Civil Engineering, Greg Smith
- Re: Should Structural Engineering be Separted from Civil Engineering, MSSROLLO
- Re: Should Structural Engineering be Separted from Civil Engineering, Kenneth Tarlow
- Re: Should Structural Engineering be Separted from Civil Engineering, GRileyPE
- Re: Should Structural Engineering be Separted from Civil Engineering, SDGSE
- Re: Should Structural Engineering be Separted from Civil Engineering, Geoffrey G. Melchor
- Re: Should Structural Engineering be Separted from Civil Engineering, engrathm
- Re: Should Structural Engineering be Separted from Civil Engineering, MSSROLLO
- <Possible follow-ups>
- Re: Hinges,
JCohen
- Robot 97, Sleiman Serhal
- RE: Should Structural Engineering be Separted from Civil Engineering, Brian K. Smith
- <Possible follow-ups>
- RE: Should Structural Engineering be Separted from Civil Engineer ing, Baltar, Joseph P SPK
- <Possible follow-ups>
- Re: Robot 97,
jk
- Re: Robot 97, Sleiman Serhal
- <Possible follow-ups>
- RE: Should Structural Engineering be Separated from Civil Enginee ring, Trobridge, Bruce
- RE: Should Structural Engineering be Separated from Civil Enginee ring, Caldwell, Stan
- RE: Should Structural Engineering be Separated from Civil Enginee ring, Caldwell, Stan
- Re: Prestressed Beam Software,
Walter Sawruk
- RE: Prestressed Beam Software, Brent Koch
- Re: Prestressed Beam Software, David Taquino
- <Possible follow-ups>
- Prestressed Beam Software, Roger Turk
- <Possible follow-ups>
- Re: Summer Internships,
JCohen
- Re: Summer Internships, Jim Kestner
- Re: Summer Internships, Eddie Gonzalez
- Re: Avwin website, W. Bassett A.
- <Possible follow-ups>
- Re: Avwin website, Walter Sheen Paoli
- <Possible follow-ups>
- Re: RV: tesis, Walter Sheen Paoli
- Re: "convention" problems, Shafat Qazi
- <Possible follow-ups>
- RE: "convention" problems, Caldwell, Stan
- Re: RE: "convention" problems, Rhkratzse
- Re: RE: "convention" problems, Rhkratzse
- Re: "convention" problems, SDGSE
- <Possible follow-ups>
- Re: Autocad, Greg Smith
- Re: Autocad, PEC - Lake City
- Re: Openings in Concrete Block, nmoore
- <Possible follow-ups>
- RE: Match Temperature curing,
Harold Sprague
- Re: Match Temperature curing, Kho Poh Teck
- RE: Match Temperature curing, Harold Sprague
- Re: Hangar Design, Robert P. KAZANJY
- <Possible follow-ups>
- Re: Hangar Design, Rlfong
- Re: Hangar Design, Paul Ransom
- Re: Interference-Body Bolts, Jim Kestner
- <Possible follow-ups>
- RE: Interference-Body Bolts, Harold Sprague
- Re: Recycled materials, Laurence B. Oeth III
- <Possible follow-ups>
- Re: Recycled materials, Joe Zlab
- Re: Recycled materials, Lanny J. Flynn
- RE: Recycled materials, James A. Lane
- RE: Recycled materials, Vince Yu
- RE: Recycled materials, Vince Yu
- Re: Recycled materials, cmd
- Re: Recycled materials, cmd
- Re: Concrete Placement in Seawater, Robert P. KAZANJY
- Re: y2k and the average engineer?, Andrew Goh
- <Possible follow-ups>
- Re: y2k and the average engineer?, SDGSE
- Re: y2k and the average engineer?, Christopher Wright
- Re: y2k and the average engineer?, Mlcse
- Re: y2k and the average engineer?,
Seaintonln
- RE: y2k and the average engineer?, Bruce Shephard
- Re: y2k and the average engineer?, Roger Turk
- Re: y2k and the average engineer?, Paul Ransom
- RE: Y2K and the average engineer?, Paul Meyer
- y2k and the average engineer?, Roger Turk
- RE: Y2K and the average engineer?, Christopher Wright
- Re: y2k and the average engineer?, Rlfong
- <Possible follow-ups>
- Job Opening, Steve Pryor
- Job Opening, Allen Adams
- RE: Job Opening, Caldwell, Stan
- job opening, Dave Anderson
- <Possible follow-ups>
- Re: Stop the bank spying law! (fwd),
RDAHLMANN
- Re: Stop the bank spying law! (fwd), michelle trzecinski
- Re: Post tensioned precast construction, nmoore
- <Possible follow-ups>
- RE: Post tensioned precast construction, Harold Sprague
- Post tensioned precast construction, Roger Turk
- <Possible follow-ups>
- RE: Stamped originals, Paul Meyer
- <Possible follow-ups>
- RE: short anchor bolts, Kenneth Tarlow
- RE: short anchor bolts -Reply, David Puskas
- <Possible follow-ups>
- Re: Concrete Flat Slab Hole, Kenneth Tarlow
- Re: Re: Concrete Flat Slab Hole, Richard Lewis
- <Possible follow-ups>
- Re: OES Volunteer, Rick Ranous
- <Possible follow-ups>
- Re: ASTM A992 Questions, cmd
- Re: ASTM A992 questions, Charlie Carter
- Re: Design guide for standards, nmoore
- Re: Design guide for standards,
nmoore
- RE: Design guide for standards, Bill Polhemus
- <Possible follow-ups>
- Re: Design guide for standards, Fountain Conner
- Re: Design guide for standards, CanitzCF
- RE: Design guide for standards, Harold Sprague
- <Possible follow-ups>
- Re: Wall out of plane, Parkerres
- Re: Wall out of plane, Kenneth Tarlow
- <Possible follow-ups>
- Re: Ice Force on Steel Water Storage Tanks, Christopher Wright
- RE: Ice Force on Steel Water Storage Tanks, Paul Meyer
- Re: Ice Force on Steel Water Storage Tanks, Parkerres
- Re: Ice Force on Steel Water Storage Tanks, cmd
- Re: Ice Force on Steel Water Storage Tanks, Blomberg, Paul
- Re: Ice Force on Steel Water Storage Tanks, JohnOttCE
- Re: Ice Force on Steel Water Storage Tanks, cmd
- code load for stairs?,
Jeff Smith
- Re: code load for stairs?, Robert Kazanjy
- <Possible follow-ups>
- Re: Knee Braced Frame-Effective Column Length, Michael Donoghue
- Knee Braced Frame-Effective Column Length,
Rafael Sabelli
- Re: Knee Braced Frame-Effective Column Length, Milo Ketchum
- RE: Knee Braced Frame-Effective Column Length, Waterman Drinkwater
- Re: Scaffold Design Standards, Walter Sawruk
- <Possible follow-ups>
- Re: code load for stairs?, SDGSE
- Re: code load for stairs?, Parkerres
- Re: code load for stairs?,
Mark T. Swingle
- Re: code load for stairs?, Robert J Bossi, PE
- Re: Crane Design; SE v. ME, rnester
- <Possible follow-ups>
- Re: Crane Design; SE v. ME,
Christopher Wright
- Re: Crane Design; SE v. ME, rnester
- Re: Crane Design; SE v. ME, Charles Greenlaw
- Re: Crane Design; SE v. ME, Robert Rogers
- Re: Crane Design; SE v. ME, Bill Sherman
- RE: Crane Design; SE v. ME, Shah, Nutan
- Re: Crane Design; SE v. ME,
Christopher Wright
- Re: Crane Design; SE v. ME, rnester
- Re[2]: Crane Design; SE v. ME,
Robert Rogers
- Re: Re[2]: Crane Design; SE v. ME, rnester
- Re: Crane Design; SE v. ME, Roger Turk
- Re: Crane Design; SE v. ME, Christopher Wright
- Re: Crane Design; SE v. ME, MSSROLLO
- RE: Crane Design; SE v. ME, Paul Meyer
- RE: Crane Design; SE v. ME, Christopher Wright
- Crane Design; SE v. ME,
Drew A. Norman, S.E.
- Re: Crane Design; SE v. ME, rnester
- Re: Crane Design; SE v. ME, Christopher Wright
- Re: Crane Design; SE v. ME, Paul Ransom
- Re: Crane Design; SE v. ME, Christopher Wright
- Re: Crane Design; SE v. ME, Melissa Brown
- Re: Crane Design; SE v. ME, Paul Ransom
- Re: Crane Design; SE v. ME, Charles Greenlaw
- Re: Crane Design; SE v. ME, Christopher Wright
- <Possible follow-ups>
- Re: Posting ACAD Drawings w/Title blocks on the Net, ADVDENGR
- RE: Posting ACAD Drawings w/Title blocks on the Net, Mark Middlebrook
- <Possible follow-ups>
- Re: Building Codes, David L. McCormick
- RE: Building Codes, Ed Marshall
- Re: RV:, Robert P. KAZANJY
- <Possible follow-ups>
- Re: 2nd Call - UBC 97 Section 1630, Eddie Gonzalez
- Re: 2nd Call - UBC 97 Section 1630, Eddie Gonzalez
- RE: Structural Analysis Programs, Integrated Technical Software Pty Ltd
- <Possible follow-ups>
- RE: Structural Analysis Programs, Trobridge, Bruce
- Re: Structural Analysis Programs, JCohen
- <Possible follow-ups>
- RE: grade 3.6, 4.6, 4.8, ..., means., Alberto Guida
- RE: Wood Truss sources, wtca
- <Possible follow-ups>
- RE: Wood Truss sources, James A. Lane
- Re:Wood Truss sources,
Seaintonln
- RE: Wood Truss sources, wtca
- Re: Reinforcing Existing Beam, Jim Kestner
- Re: Reinforcing Existing Beam,
P.Rajendran
- Re: Reinforcing Existing Beam, Milo Ketchum
- <Possible follow-ups>
- Re: Reinforcing Existing Beam, Greg Smith
- RE: Reinforcing Existing Beam, Serroels, Chris/SAC
- Re: Reinforcing Existing Beam, Greg Smith
- Re: Reinforcing Existing Beam, Melissa Brown
- RE: Reinforcing Existing Beam, Harold Sprague
- <Possible follow-ups>
- RE: Engineer's Liability vis-a-vis Shop Drawing Review,
Harold Sprague
- Re: Engineer's Liability vis-a-vis Shop Drawing Review, Laurence B. Oeth III
- Re: Engineer's Liability vis-a-vis Shop Drawing Review, JDMACKPE
- RE: Fallingwater ready to fall, Bill Polhemus
- Re: field squash..raquetball, Jill T. Shuttleworth, P.E. S.E.
- Re: Engineer's Liability vis-a-vis Shop Draw, Laurence B. Oeth III
- <Possible follow-ups>
- RE: Professor Thomas Paulay in Argentina., Maria I. Falconi
- <Possible follow-ups>
- RE: Project in Canada, Paul Meyer
- <Possible follow-ups>
- Re: Congress ... internet access!! Too Late!, Greg Smith
- Re: Congress ... internet access!! Too Late!, Greg Smith
- Re: The Structural Engineer's Dream, audra & Richard Ranous
- <Possible follow-ups>
- RE: Tank design per AWWA (response spectra), Fieberling, Eric
- Re: Crane Design, P.Rajendran
- Re: Crane Design,
Laurence B. Oeth III
- RE: Crane Design, Dave Meney
- <Possible follow-ups>
- Re: Crane Design, Robert Rogers
- Re: Crane Design, Christopher Wright
- RE: Crane Design, Harold Sprague
- Re[2]: Crane Design, Rick . Drake
- RE: Re[2]: Crane Design, Harold Sprague
- Re[3]: Crane Design, Robert Rogers
- Re: Moment connection design example, jbotch
- <Possible follow-ups>
- RE: Moment connection design example, Canitz, Charles F NAB02
- <Possible follow-ups>
- RE: States That Require S.E.'s, Zachary Goswick
- States That Require S.E.'s, Roger Turk
- RE: States That Require S.E.'s, Canitz, Charles F NAB02
- RE: States That Require S.E.'s,
Horning, Dick/CVO
- Re: States That Require S.E.'s, Jill T. Shuttleworth, P.E. S.E.
- Re: States That Require S.E.'s,
Fountain Conner
- Re: States That Require S.E.'s, Phil Hodge
- RE: States That Require S.E.'s, Horning, Dick/CVO
- Re: States That Require S.E.'s, Christopher Wright
- Re: States That Require S.E.'s, Fountain Conner
- Fw: States That Require S.E.'s, T. Eric Gillham PE
- Re: States That Require S.E.'s,
Steve Powell
- Re: States That Require S.E.'s,
Barry H. Welliver
- RE: States That Require S.E.'s, Bill Polhemus
- Re: States That Require S.E.'s, Barry H. Welliver
- Re: States That Require S.E.'s, Phil Hodge
- Re: States That Require S.E.'s,
Barry H. Welliver
- RE: States That Require S.E.'s, Devlin, Dan
- RE: States That Require S.E.'s, Baltar, Joseph P SPK
- RE: States That Require S.E.'s -Reply, David Puskas
- Re: RE: States That Require S.E.'s, Steve Powell
- Re: States That Require S.E.'s,
Charles Greenlaw
- RE: States That Require S.E.'s, Bill Polhemus
- RE: States That Require S.E.'s, Bill Polhemus
- Re: States That Require S.E.'s, raranous
- States That Require S.E.'s, Drew A. Norman, S.E.
- RE: A lot of messages not for me, Bill Polhemus
- <Possible follow-ups>
- RE: A lot of messages not for me, Baltar, Joseph P SPK
- Re: Joist Tag Designations, James W. Kestner
- Re: Joist Tag Designations, Phil Hodge
- <Possible follow-ups>
- Re: Joist Tag Designations, Fountain Conner
- <Possible follow-ups>
- Re: states requiring SE, Greg Smith
- RE: states requiring SE,
Caldwell, Stan
- RE: states requiring SE, Bill Polhemus
- Re[2]: states requiring SE, Joshua . Plummer
- Re: Structural Shapes, Charley Hamilton
- Re: Structural Shapes, nmoore
- Re: Structural Shapes, Mario A. Tioli
- <Possible follow-ups>
- Re: Structural Shapes, Scott A Jensen
- RE: Structural Shapes, Robert Rollo
- RE: Structural Shapes, Charlie Carter
- RE: Structural Shapes, Paul Meyer
- Re: Structural Shapes, Paul Feather
- Re: Structural Shapes, Greg Smith
- RE: Structural Shapes, Baltar, Joseph P SPK
- Re: FW: [StrucTX] Sealing Provisions of Texas Licensing Law, Jim Kestner
- <Possible follow-ups>
- RE: [StrucTX] Sealing Provisions of Texas Licensing Law,
Caldwell, Stan
- RE: [StrucTX] Sealing Provisions of Texas Licensing Law, Bill Polhemus
- RE: [StrucTX] Sealing Provisions of Texas Licensing Law, Caldwell, Stan
- <Possible follow-ups>
- Re: crane/bld'g. loads, 여동훈
- Re: Definition of Structural Engineer, raranous
- <Possible follow-ups>
- Definition of Structural Engineer, Roger Turk
- RE: Definition of Structural Engineer, Caldwell, Stan
- Re: Definition of Structural Engineer, cmd
- <Possible follow-ups>
- Re: Anchor Bolt Post-Tensioning, Rick . Drake
- <Possible follow-ups>
- pca-frame,
Rodrigo Lema
- Re: pca-frame, Dave Handy
- Re: pca-frame, Roger Turk
- Re: pca-frame, Christopher Wright
- Re: pca-frame,
Roger Turk
- Re: pca-frame, Robert Kazanjy
- Re: pca-frame, Christopher Wright
- RE: pca-frame, Vincenzo Valerio
- PCA-Frame, Rodrigo Lema
- Re: PCA-Frame, Christopher Wright
- Re: pca-frame, LibertyEng
- RE: pca-frame, DEVERE, PETER P. (JSC-ES)
- Re: pca-frame, LibertyEng
- Re: pca-frame, Christopher Wright
- Re: pca-frame, LibertyEng
- <Possible follow-ups>
- Re: LADBS to CBC 97, Eddie Gonzalez
- <Possible follow-ups>
- RE: Bridge Expansion Joint Elimination, Powers, Tony
- RE: Bridge Expansion Joint Elimination, Roger Turk
- RE: Bridge Expansion Joint Elimination, Powers, Tony
- RE: Bridge Expansion Joint Elimination, Roger Turk
- RE: Bridge Expansion Joint Elimination, Powers, Tony
- Re: Software Evaluation, Debby Hight
- <Possible follow-ups>
- Re: Software Evaluation, JRWMKW
- Re: A pause for reflection, raranous
- <Possible follow-ups>
- Re: A pause for reflection, Paul Feather
- <Possible follow-ups>
- Re: Reply: Enercalc Sketches, JohnOttCE
- Reply: Enercalc Sketches, Michael D. Brooks
- Re: Need advise for special foundation and soils problems, Chris Lillback
- <Possible follow-ups>
- Re: Need advise for special foundation and soils problems, Greg Smith
- Re: Need advise for special foundation and soils problems, Cmajose
- RE: States That Require S.E.'s; Does Size Matter?, Bill Polhemus
- <Possible follow-ups>
- RE: States That Require S.E.'s; Does Size Matter?, Paul Meyer
- Re: States That Require S.E.'s; Does Size Matter?,
Fountain Conner
- RE: States That Require S.E.'s; Does Size Matter?,
Bill Polhemus
- RE: States That Require S.E.'s; Does Size Matter?, Mark E. Deardorff
- RE: States That Require S.E.'s; Does Size Matter?,
Bill Polhemus
- <Possible follow-ups>
- Re: Residential Flexible/Rigid Diaphragm Analysis, Parkerres
- Re: Residential Flexible/Rigid Diaphragm Analysis, SDGSE
- Re: Residential Flexible/Rigid Diaphragm Analysis, Cmajose
- Re: Residential Flexible/Rigid Diaphragm Analysis, Seaintonln
- Re: Residential Flexible/Rigid Diaphragm Analysis, Seaintonln
- Re: Residential Flexible/Rigid Diaphragm Analysis, William Nelson
- Re: Residential Flexible/Rigid Diaphragm Analysis,
Charles Greenlaw
- Re: Residential Flexible/Rigid Diaphragm Analysis, Brad Friederichs
- Re: Residential Flexible/Rigid Diaphragm Analysis, SDGSE
- Re: Residential Flexible/Rigid Diaphragm Analysis, vicpeng
- Re: Residential Flexible/Rigid Diaphragm Analysis,
Parkerres
- Re: Residential Flexible/Rigid Diaphragm Analysis, William Nelson
- Re: Residential Flexible/Rigid Diaphragm Analysis, GRileyPE
- Spanish leanguage forum, CARLOS ARCE LEON
- RE: Railroad bridge Design,
Bill Polhemus
- RE: Railroad bridge Design, Robert P. KAZANJY
- <Possible follow-ups>
- Re: Railroad bridge Design, GRileyPE
- Re: Railroad bridge Design, Tom . Hunt
- Re: Railroad bridge Design, Rhkratzse
- Re: antenna tower, nmoore
- <Possible follow-ups>
- Re: Church Pews, vicpeng
- Re: Church Pews, vicpeng
- <Possible follow-ups>
- RE: Advice on seeking Canadian PE Registration, Paul Meyer
- Re: Advice on seeking Canadian PE Registration, Christopher Wright
- RE: Advice on seeking Canadian PE Registration, Paul Meyer
- Re: Advice on seeking Canadian PE Registration, John Schenne
- RE: Advice on seeking Canadian PE Registration, Paul Meyer
- Re: Advice on seeking Canadian PE Registration, Paul Ransom
- Re: SE exam manual, nmoore
- <Possible follow-ups>
- SE exam manual,
Vyacheslav Gordin
- Re: SE exam manual, Mark Trimble
- SE exam manual, Vyacheslav Gordin
- RE: Not needed, Bill Polhemus
- Re: UBC on CD-ROM?, Brad Friederichs
- <Possible follow-ups>
- Re: UBC on CD-ROM?, SRTECLA
- <Possible follow-ups>
- Re: Sub diaphragm cross ties, Cmajose
- <Possible follow-ups>
- RE: Rigid wood diaphragms, more to know, Cain, William
- RE: Concession Stand Live Load, Roger Davis
- Re: Concession Stand Live Load, Christopher Willcox
- <Possible follow-ups>
- RE: Concession Stand Live Load, Robert Rollo
- Re: Concession Stand Live Load, PEC - Lake City
- Re: Concession Stand Live Load,
PEC - Lake City
- RE: Concession Stand Live Load, Roger Davis
- Re: Concession Stand Live Load, cmd
- <Possible follow-ups>
- RE: FYI - ACI 350 Code and Commentary status, Harold Sprague
- <Possible follow-ups>
- Re: Rigid wood diaphragms, more to disagree with, BD2PE
- RE: Rigid wood diaphragms, more to disagree with, Cain, William
- Who wanna to hear Joke of seismology field?, michelle trzecinski
- Who wanna to hear Joke of seismology field?, michelle trzecinski
- <Possible follow-ups>
- Re: Deep Foundations Institute (DFI) - Request for Address, Paul Feather
- RE: Wood truss design criteria, wtca
- <Possible follow-ups>
- RE: Wood truss design criteria, Francis . Ang
- <Possible follow-ups>
- Re: Who wanna to hear Joke of seismology field?,
SDGSE
- Who wanna to hear Earthquake jokes?, michelle trzecinski
- <Possible follow-ups>
- Lamellar Tearing, Mark K Gilligan
- RE: Lamellar Tearing, Rich Thorpe
- RE: Lamellar Tearing, Charlie Carter
- UBC 97 Drift, Sleiman Serhal
- <Possible follow-ups>
- Re: Humour, Richard Lewis
- RE: Humour,
Paul Meyer
- RE: Humour, Bill Polhemus
- <Possible follow-ups>
- Shear Walls, Mark K Gilligan
- Fw: Shear Walls, T. Eric Gillham PE
- RE: Shear Walls, Francis . Ang
- RE: Shear Walls, Francis . Ang
- RE: Shear Walls, Francis . Ang
- Re: Shear Walls, Mlcse
- Fw: Shear Walls, T. Eric Gillham PE
- RE: Shear Walls, Walter Sheen Paoli
- RE: Shear Walls, Rodrigo Lema
- Fw: Shear Walls, T. Eric Gillham PE
- Re: Fw: Shear Walls, Walter Sheen Paoli
- Re: recycled plastic lumber, Robert Kazanjy
- Re: recycled plastic lumber, Laurence B. Oeth III
- <Possible follow-ups>
- Fw: UBC 97 Drift,
T. Eric Gillham PE
- Re: Fw: UBC 97 Drift, Sleiman Serhal
- Fw: Fw: UBC 97 Drift,
T. Eric Gillham PE
- please take me off.., dave
- Re: Fw: Fw: UBC 97 Drift, Sleiman Serhal
- Re: Fw: UBC 97 Drift, wira tjong
- <Possible follow-ups>
- Fw: ETABS COORDINATE SYSYTEM, T. Eric Gillham PE
- Re: ETABS COORDINATE SYSYTEM, Celso Mendoza
- <Possible follow-ups>
- Re: Performance Based Seismic Design, Constantine Shuhaibar
- RE: Performance Based Seismic Design, Harold Sprague
- RE: War in Kosovo, Bill Polhemus
- <Possible follow-ups>
- Re: please take me off.., 여동훈
- <Possible follow-ups>
- Re: bending stainless steel, Christopher Wright
- Re: bending stainless steel, Greg Smith
- Re: bending stainless steel, Walter Sheen Paoli
- Re: bending stainless steel, Greg Smith
- RE: bending stainless steel, Harold Sprague
- <Possible follow-ups>
- Re: ICBO California Legislative Alert, Yank2002
- Re: ICBO California Legislative Alert, Constantine Shuhaibar
- ICBO California Legislative Alert, Roger Turk
- Re: ICBO California Legislative Alert, Fountain Conner
- Re: ICBO California Legislative Alert, Rick . Drake
- Re: ICBO California Legislative Alert, Roger Turk
- Re: ICBO California Legislative Alert,
Paul Ransom
- RE: ICBO California Legislative Alert, Bruce Shephard
- Re: ICBO California Legislative Alert, Charles Greenlaw
- <Possible follow-ups>
- RE: U. L. Steel Beam Substitution, Robert Rollo
- RE: U. L. Steel Beam Substitution, RIDDLE, WILLIAM H
- Re: Re: U. L. Steel Beam Substitution, Richard Lewis
- <Possible follow-ups>
- RE: Stainless Steel Bolts, Harold Sprague
- RE: Stainless Steel Bolts, Silva John (sj)
- <Possible follow-ups>
- Re: Structural Design of Glass, Resengin
- Re: Structural Design of Glass, Adolfo Galvez
- Structural Design of Glass, Roger Turk
- Re: Structural Design of Glass, JCohen
- <Possible follow-ups>
- Reply: ICBO California Legislative Alert, Roger Turk
- RE: VIRUS ALERT!!! (Melissa Virus), Bill Polhemus
- <Possible follow-ups>
- RE: Seismic Zone 1 - U. L. Steel Beam Substitution,
Bouffard, Tom
- Re: Seismic Zone 1 - U. L. Steel Beam Substitution, Charley Hamilton
- <Possible follow-ups>
- HUD & Mobile Home Foundation Inspections, Roger Turk
- Re: HUD & Mobile Home Foundation Inspections, Cmajose
- Re: Computer program for concrete flat slab, Jim Kestner
- <Possible follow-ups>
- RE: Nox-Y-Dek, Harold Sprague
- RE: Nox-Y-Dek, Canitz, Charles F NAB02
- <Possible follow-ups>
- Re: Masonry Strength Design, Constantine Shuhaibar
- <Possible follow-ups>
- Fw: Response Spectrum Analysis, T. Eric Gillham PE
- Re: Response Spectrum Analysis, Ali Bakhshi
Mail converted by MHonArc