SEAINT Mail Archive 2002 (Apr-Jun)
Civil and Structural Engineering discussions by thread
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Messages: 1972
- <Possible follow-ups>
- RE: Promoting Engineering ????, Caldwell, Stan
- RE: Promoting Engineering ????, Haan, Scott M.
- RE: Promoting Engineering ????, Caldwell, Stan
- RE: Promoting Engineering ????, Haan, Scott M.
- RE: Promoting Engineering ????, Christopher Wright
- Re: Promoting Engineering ????, GSKWY
- RE: Promoting Engineering ????, Haan, Scott M.
- RE: Promoting Engineering ????, Caldwell, Stan
- Re: Promoting Engineering ????, Stanley E Scholl
- RE: Promoting Engineering ????, Caldwell, Stan
- Re: Promoting Engineering ????, GSKWY
- RE: Promoting Engineering ????, Caldwell, Stan
- <Possible follow-ups>
- RE: aci 318-02, Lutz, James
- Re: 4x4 Question,
Daryl Richardson
- Re: 4x4 Question, chuckuc
- <Possible follow-ups>
- Re: 4x4 Question, Mike Perakis
- RE: 4x4 Question, George Richards P.E.
- 4x4 Question, AWCInfo
- <Possible follow-ups>
- RE: ASTM F1554 anchor rods (was ASTM A307 Bolts),
Carter, Charlie
- Re: ASTM F1554 anchor rods (was ASTM A307 Bolts), Nels Roselund, SE
- RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
- Re: ASTM F1554 anchor rods (was ASTM A307 Bolts), Ed . Haninger
- <Possible follow-ups>
- RE: Seismic Joint Size, Peter Griem
- Re: Seismic Joint Size,
GSKWY
- Re: Seismic Joint Size, Scott Maxwell
- RE: RC Slab, Roger Davis
- Re: RC Slab, Paul Feather
- Re: RC Slab,
Daryl Richardson
- Re: RC Slab, R.P. Mehrotra/str
- RE: RC Slab, Cliff Schwinger
- RE: RC Slab,
Cliff Schwinger
- Re: RC Slab, Alden Manipula, E.I.T.
- <Possible follow-ups>
- RE: RC Slab,
Sherman, William
- CAD Layer Standards,
Bill Polhemus
- RE: CAD Layer Standards, Yuping Huang
- CAD Layer Standards,
Bill Polhemus
- Re: RC Slab, GSKWY
- RE: RC Slab, Lutz, James
- Re: RC Slab, Jim Getaz
- <Possible follow-ups>
- RE: Missing the Big Picture,
Lutz, James
- Re: Missing the Big Picture, Forrest Braun
- RE: Beach House - Foundation, Bill Polhemus
- <Possible follow-ups>
- Re: Beach House - Foundation, Jnapd
- RE: Lateral loads on existing buildings., Bill Allen, S.E.
- <Possible follow-ups>
- Re: Lateral loads on existing buildings., Jnapd
- Re: Lateral loads on existing buildings., Jason Emoto
- Re: Firewalls, Randy Diviney
- <Possible follow-ups>
- RE: Firewalls,
Jim Kestner
- RE: Firewalls, Mark E. Deardorff
- RE: Firewalls, Matthew Stuart
- RE: Firewalls, Mitchell J. Sklar
- RE: Firewalls, Jason Emoto
- RE: Firewalls,
Jim Kestner
- RE: Firewalls - FUSEABLE FIRE LINK CONNECTORS, Matthew Stuart
- RE: Firewalls,
Scott Maxwell
- Re: Firewalls, Daryl Richardson
- Re: Firewalls, Scott Maxwell
- Re: Firewalls, Daryl Richardson
- RE: Firewalls, Paul Crocker
- RE: Firewalls, Mitchell J. Sklar
- Re: URM upgrade for wind loads, Gerard Madden, PE
- RE: URM upgrade for wind loads, Cliff Schwinger
- Re: URM upgrade for wind loads, Nels Roselund, SE
- RE: URM upgrade for wind loads, Bill Polhemus
- <Possible follow-ups>
- Re: URM upgrade for wind loads, fred flintstone
- Re: Posttension long-term serviceability, Daryl Richardson
- RE: Posttension long-term serviceability, Nicholas Blackburn
- <Possible follow-ups>
- Re: Posttension long-term serviceability, GSKWY
- RE: Posttension long-term serviceability, Sprague, Harold O.
- Re: Posttension long-term serviceability, r nester
- Re: Posttension long-term serviceability, Mark Geoghegan
- Re: Liability / reponsibility issue, Daryl Richardson
- <Possible follow-ups>
- RE: Liability / reponsibility issue, Albert Meyer
- Re: Liability / reponsibility issue, Roger Turk
- RE: IBC 2002 Cumulative Update, Jason Kilgore
- <Possible follow-ups>
- RE: IBC 2002 Cumulative Update, Roger Turk
- RE: IBC 2002 Cumulative Update, Eric Green
- RE: IBC 2002 Cumulative Update, Francois Rambau
- RE: IBC 2002 Cumulative Update, Roger Turk
- RE: Gusset Plate, Ron Hill
- <Possible follow-ups>
- RE: Gusset Plate, Jim Kestner
- RE: Gusset Plate, Albert Meyer
- RE: Gusset Plate, Jason Emoto
- RE: Gusset Plate,
Scott, William N.
- ASD collectors,
David Topete
- Re: ASD collectors, Gerard Madden, PE
- ASD collectors,
David Topete
- <Possible follow-ups>
- RE: Wind lo on bridgesad, Frayne, Benjamin
- RE: Wind lo on bridgesad, Ampuero, Jhon
- RE: Blodget Book,
Jason Kilgore
- Re: Blodget Book,
Gerard Madden, PE
- Re: Blodget Book, Scott Maxwell
- Re: Blodget Book,
Gerard Madden, PE
- <Possible follow-ups>
- RE: Blodget Book, Haan, Scott M.
- RE: Blodget Book, Albert Meyer
- RE: Blodget Book,
Scott, William N.
- Re: Blodget Book, Ivan Lippi
- Re: ASD collectors (The 1.7 factor), Mark D. Anderson PE
- <Possible follow-ups>
- Re: ASD collectors, Rick . Drake
- RE: ASD collectors, Christopher Wright
- RE: ASD collectors, Yousefi, Ben
- <Possible follow-ups>
- Re: Post-tensioned steel frames, GSKWY
- RE: Nominations for up and coming ENGINEERS, Bill Polhemus
- <Possible follow-ups>
- Re: Nominations for up and coming ENGINEERS, Jnapd
- RE: Pre-fab building uplift,
Brian K. Smith
- change of ownership, Jeff Smith
- RE: Pre-fab building uplift, Matthew Stuart
- <Possible follow-ups>
- Re: Pre-fab building uplift, Jnapd
- RE: Pre-fab building uplift, Gary Ehrlich
- RE: Pre-fab building uplift, Lutz, James
- RE: Pre-fab building uplift,
syed faiz ahmad
- 1991 UBC - Reduction of Uniform Distributed Live Load, Bill Polhemus
- <Possible follow-ups>
- Re: change of ownership, Jnapd
- RE: change of ownership,
Paul Crocker
- RE: change of ownership,
Jeff Smith
- Re: change of ownership, Paul Feather
- Re: change of ownership, Daryl Richardson
- Re: change of ownership, chuckuc
- RE: change of ownership, Jeff Smith
- RE: change of ownership,
Jeff Smith
- RE: change of ownership, Craig Hawe
- Re: post tensioned concrete,
Paul Feather
- RE: post tensioned concrete, David L. Fisher
- RE: post tensioned concrete,
Nicholas Blackburn
- RE: post tensioned concrete, David L. Fisher
- Re: post tensioned concrete, Gerard Madden, PE
- Re: post tensioned concrete, Gil Brock
- <Possible follow-ups>
- RE: post tensioned concrete, Mark Geoghegan
- <Possible follow-ups>
- RE: CAD Layer Standards, Sprague, Harold O.
- Re: Air Content in Concrete, Alden Manipula, E.I.T.
- <Possible follow-ups>
- Re: Air Content in Concrete, Stanley E Scholl
- Re: Air Content in Concrete, syed faiz ahmad
- Re: Air Content in Concrete,
GSKWY
- Tower crane seismic design specification, Jeng-Wei Li
- RE:Air Content in Concrete, Meyer, Jonathan
- <Possible follow-ups>
- RE: Impact Fsctor for Train Loads-AREMA 1999, Arteaga, Ulises
- <Possible follow-ups>
- www.skyscrapers.com, Rbengrguy
- Re: seaint Digest for 5 Apr 2002,
David Sharp
- RE: seaint Digest for 5 Apr 2002, Roger Davis
- <Possible follow-ups>
- RE: seaint Digest for 5 Apr 2002,
Foy, Warren
- Re: seaint Digest for 5 Apr 2002, vicpeng
- RE: seaint Digest for 5 Apr 2002, Bill Polhemus
- Re: seaint Digest for 5 Apr 2002, Jim Getaz
- Re: Reinforcing designations, Nels Roselund, SE
- <Possible follow-ups>
- Reinforcing designations,
Roger Turk
- RE: Reinforcing designations, Mark Geoghegan
- RE: Reinforcing designations,
Jason Kilgore
- Re: Reinforcing designations, jccpc
- Re: Single-plate shear connections on HSS columns, Davin Weinhardt
- Re: Single-plate shear connections on HSS columns, Davis Parsons
- <Possible follow-ups>
- Re: Single-plate shear connections on HSS columns, Abolhassan Astaneh-Asl
- RE: Single-plate shear connections on HSS columns, Carter, Charlie
- Single-plate shear connections on HSS columns,
Michael Hemstad
- Re: Single-plate shear connections on HSS columns, Mark D. Anderson PE
- Re: Utility Pipes,
Daryl Richardson
- LPI 20 series,
Djebli, Ahcene
- RE: LPI 20 series, Dave Nuttall
- LPI 20 series,
Djebli, Ahcene
- <Possible follow-ups>
- Re: Utility Pipes,
syed faiz ahmad
- RE: Utility Pipes, Albert Ford
- RE: Utility Pipes, syed faiz ahmad
- Re: Reinforcing designation, jccpc
- Re: Reinforcing designation,
Forrest Braun
- RE: Reinforcing designation, Mark Geoghegan
- Re: technical writing, Scott Maxwell
- Re: technical writing, John W. Sieszycki
- <Possible follow-ups>
- Re: technical writing, syed faiz ahmad
- Re: technical writing,
Rick . Drake
- Re: technical writing, Luís
- shear transfer, Tarek Mokhtar
- RE: technical writing, David Compton, PE
- Re: technical writing,
ken kirkland
- RE: technical writing, Jason Kilgore
- Re: technical writing,
GSKWY
- Re: technical writing, Scott Maxwell
- Re: technical writing, Christopher Wright
- Re: technical writing, GSKWY
- Re: technical writing, Ted Cushman
- RE: technical writing,
Rodriguez, Marlou
- RE: technical writing, Bill Polhemus
- Concentrated Loads on Steel Joists (LONG),
Bill Polhemus
- RE: Concentrated Loads on Steel Joists (LONG), Matthew Stuart
- Re: Concentrated Loads on Steel Joists (LONG), Daryl Richardson
- RE: Concentrated Loads on Steel Joists (LONG), Mark E. Deardorff
- RE: technical writing,
Scott, William N.
- RE: technical writing, Greg Meyer
- RE: technical writing, Rich Beldyk
- RE: shear transfer,
Tarek Mokhtar
- Re: shear transfer,
Nels Roselund, SE
- Re: shear transfer, Tarek Mokhtar
- Re: shear transfer,
Nels Roselund, SE
- <Possible follow-ups>
- Re: shear transfer, Jason Emoto
- RE: shear transfer,
Haan, Scott M.
- RE: shear transfer, Tarek Mokhtar
- Re: Foundation Cracks,
Daryl Richardson
- Re: Foundation Cracks, Fariborz Tehrani
- <Possible follow-ups>
- Re: Riverside County California - Engineer with E&O needed for skate park project, Stanley E Scholl
- Re: Riverside County California - Engineer with E&O needed for skate park project, Stanley E Scholl
- <Possible follow-ups>
- RE: Galvanization, Carter, Charlie
- Re: Galvanization, Tom . Hunt
- RE: Longitudinal Shear stress for "sistered beams", Matthew Stuart
- <Possible follow-ups>
- Re: Longitudinal Shear stress for "sistered beams", JamesFulton
- RE: Longitudinal Shear stress for "sistered beams", Lutz, James
- Re: Longitudinal Shear stress for "sistered beams", John MacLean
- <Possible follow-ups>
- RE: BLAST PRESSURE,
Rich Beldyk
- Re: BLAST PRESSURE, Nels Roselund, SE
- RE: Blast Pressure, Pappas, Glen Lt Col USAF
- RE: Blast Pressure, Sprague, Harold O.
- RE: BLAST PRESSURE, Foy, Warren
- RE: Blast Pressure, Albert Meyer
- RE: Blast Pressure, Sprague, Harold O.
- Blast Pressure, Himat Solanki
- RE: Wire fabric versus Glass fibers ?, Roger Davis
- Re: Wire fabric versus Glass fibers ?, Scott Maxwell
- <Possible follow-ups>
- RE: Wire fabric versus Glass fibers ?,
Sprague, Harold O.
- RE: Wire fabric versus Glass fibers ?, Scott Maxwell
- Re: Wire fabric versus Glass fibers ?, GSKWY
- RE: Wire fabric versus Glass fibers ?, Sprague, Harold O.
- <Possible follow-ups>
- Fw: Acad 2002 Plotting, Gerard Madden, PE
- <Possible follow-ups>
- RE: Concentrated Loads on Steel Joists (LONG), Michael Bryson
- <Possible follow-ups>
- RE: Beams curved in plane, Peter Griem
- RE: Beams curved in plane, Roger Turk
- RE: Beams curved in plane, Sprague, Harold O.
- RE: Beams curved in plane, Carter, Charlie
- Re: Graphics on SEAINT - was BLAST PRESSURES,
Nels Roselund, SE
- RE: Graphics on SEAINT - was BLAST PRESSURES, Mark Geoghegan
- RE: Graphics on SEAINT - was BLAST PRESSURES, Brent Koch
- <Possible follow-ups>
- RE: sampling fresh concrete, Michael Bryson
- RE: sampling fresh concrete, Foy, Warren
- sampling fresh concrete, Jim Getaz
- Re: question about OSHA steel erection standard,
Daryl Richardson
- RE: question about OSHA steel erection standard, Cliff Schwinger
- <Possible follow-ups>
- RE: question about OSHA steel erection standard, Sprague, Harold O.
- Re: Shear Key at Base of Conc. Wall, Daryl Richardson
- RE: Shear Key at Base of Conc. Wall, Glenn Otto
- <Possible follow-ups>
- RE: Shear Key at Base of Conc. Wall, Sprague, Harold O.
- RE: Shear Key at Base of Conc. Wall,
Lutz, James
- RE: Shear Key at Base of Conc. Wall, Tripp Howard
- RE: Shear Key at Base of Conc. Wall, Sherman, William
- RE: Shear Key at Base of Conc. Wall, Sherman, William
- Re: Shear Key at Base of Conc. Wall,
syed faiz ahmad
- Re: Shear Key at Base of Conc. Wall,
Tripp Howard
- RE: Shear Key at Base of Conc. Wall, Peter James
- Re: Shear Key at Base of Conc. Wall,
Tripp Howard
- Re: Shear Key at Base of Conc. Wall,
syed faiz ahmad
- Re: Shear Key at Base of Conc. Wall, vicpeng
- Re: Shear Key at Base of Conc. Wall, ken kirkland
- Re: Shear Key at Base of Conc. Wall, syed faiz ahmad
- RE: Shear Key at Base of Conc. Wall,
Sprague, Harold O.
- Re: Shear Key at Base of Conc. Wall, chuckuc
- RE: Shear Key at Base of Conc. Wall, Sprague, Harold O.
- Re: Shear Key at Base of Conc. Wall, Tom . Hunt
- RE: Shear Key at Base of Conc. Wall, syed faiz ahmad
- <Possible follow-ups>
- Steel Channel Bending - Lr Values,
Rogers, Robert
- Re: Steel Channel Bending - Lr Values, Davis Parsons
- <Possible follow-ups>
- FEMA 310,
Zoran Milenkovic
- Re: FEMA 310, Scott Maxwell
- <Possible follow-ups>
- RE: question about OSHA steel erection s, Sprague, Harold O.
- RE: question about OSHA steel erection s, Foy, Warren
- RE: question about OSHA steel erection s, Sprague, Harold O.
- <Possible follow-ups>
- RE: '97 UBC section 2316 comparision to 2000 IBC section 2306, Haan, Scott M.
- '97 UBC section 2316 comparision to 2000 IBC section 2306, AWCInfo
- Re: '97 UBC section 2316 comparision to 2000 IBC section 2306, utej
- '97 UBC section 2316 comparision to 2000 IBC section 2306, AWCInfo
- Re: '97 UBC section 2316 comparision to 2000 IBC section 2306, utej
- Re: Failed masonry wall, Tarek Mokhtar
- RE: Failed masonry wall, Cliff Schwinger
- RE: Failed masonry wall, Brent Koch
- Re: Failed masonry wall,
Tripp Howard
- Re: Failed masonry wall, Alden Manipula, E.I.T.
- <Possible follow-ups>
- RE: Failed masonry wall, Sprague, Harold O.
- RE: Failed masonry wall, Michael Bryson
- RE: Failed masonry wall, Peter Griem
- <Possible follow-ups>
- NDS TABLE 8.2A,
Roger Turk
- Re: NDS TABLE 8.2A,
Jesse D. Moore
- Re: NDS TABLE 8.2A, Nels Roselund, SE
- Re: NDS TABLE 8.2A, Jesse D. Moore
- Re: NDS TABLE 8.2A,
Jesse D. Moore
- Re: NDS TABLE 8.2A, Roger Turk
- Re: Welded Wire Fabric,
Neil Moore
- Re: Welded Wire Fabric, jccpc
- Re: Welded Wire Fabric, Conrad Guymon
- Re: Welded Wire Fabric,
Scott Maxwell
- Re: Welded Wire Fabric,
Tripp Howard
- Re: Welded Wire Fabric, Scott Maxwell
- Re: Welded Wire Fabric, ken kirkland
- Re: Welded Wire Fabric,
Tripp Howard
- <Possible follow-ups>
- RE: Welded Wire Fabric, Foy, Warren
- RE: Welded Wire Fabric, Jim Kestner
- Re: Welded Wire Fabric, richard lewis
- Re: Welded Wire Fabric,
GSKWY
- Re: Welded Wire Fabric, Neil Moore
- Re: Welded Wire Fabric, chuckuc
- Re: Welded Wire Fabric,
Mlcse
- Re: Welded Wire Fabric, Mark Nowmos
- RE: Welded Wire Fabric, Sprague, Harold O.
- RE: Welded Wire Fabric, Sprague, Harold O.
- Re: Welded Wire Fabric, GSKWY
- Re: Welded Wire Fabric,
GSKWY
- RE: Welded Wire Fabric,
Tom Hammond
- RE: Welded Wire Fabric, Jason Kilgore
- RE: Welded Wire Fabric,
Tom Hammond
- RE: Welded Wire Fabric, Sprague, Harold O.
- Re: Welded Wire Fabric, syed faiz ahmad
- Re: Wood splits and checks,
Conrad Guymon
- Re: Wood splits and checks, Scott Maxwell
- Re: Wood splits and checks, Paul Feather
- <Possible follow-ups>
- RE: Blistering Basin Coating, Sprague, Harold O.
- Re: FW: Blistering Basin Coating, Tom . Hunt
- Blistering Basin Coating, Blomberg, Paul
- <Possible follow-ups>
- RE: Bottom of masonry walls, Michael Bryson
- RE: Bottom of masonry walls, Sprague, Harold O.
- RE: Bottom of masonry walls,
Foy, Warren
- RE: Bottom of masonry walls, Jason Kilgore
- Re: Bottom of masonry walls, Cratylus Consulting Group
- RE: Bottom of masonry walls, Peter Griem
- Re: Treating Expansion Joints, jcse
- <Possible follow-ups>
- RE: Treating Expansion Joints, Sprague, Harold O.
- Re: Treating Expansion Joints,
syed faiz ahmad
- Re: Treating Expansion Joints,
Vijay K. Patil
- Re: Treating Expansion Joints, R.P. Mehrotra/str
- Re: Treating Expansion Joints,
Vijay K. Patil
- Re: BEAM'S TOP REINFORCEMENT, Daryl Richardson
- <Possible follow-ups>
- Re: BEAM'S TOP REINFORCEMENT, syed faiz ahmad
- Re: BEAM'S TOP REINFORCEMENT,
Ib sa
- Re: BEAM'S TOP REINFORCEMENT, Scott Maxwell
- Re: BEAM'S TOP REINFORCEMENT, Fabio Zárate
- Re: BEAM'S TOP REINFORCEMENT, R.P. Mehrotra/str
- Re: BEAM'S TOP REINFORCEMENT, Syed A Masroor
- <Possible follow-ups>
- UPV of concrete, raju mantripragada
- UPV of concrete, raju mantripragada
- UPV of concrete, raju mantripragada
- UPV of concrete, raju mantripragada
- UPV of concrete, raju mantripragada
- UPV of concrete, raju mantripragada
- Re: UPV of concrete, Tom . Hunt
- Re: UPV of concrete, syed faiz ahmad
- Re: UPV of concrete, Stanley E Scholl
- Re: UPV of concrete, Bryan hottie
- RE: Tectum- evaluation, Scott Bernard
- Re: Tectum- evaluation, Richard L. Hess
- RE: Working for a condominium, David L. Fisher
- Re: Working for a condominium,
Nels Roselund, SE
- RE: Working for a condominium, David L. Fisher
- <Possible follow-ups>
- Re: Working for a condominium, Stanley E Scholl
- <Possible follow-ups>
- RE: slab on ground, Sprague, Harold O.
- Re: Masonry Flashing at Base of Wall, Cratylus Consulting Group
- <Possible follow-ups>
- RE: Masonry Flashing at Base of Wall,
Lutz, James
- Re: Masonry Flashing at Base of Wall, Cratylus Consulting Group
- <Possible follow-ups>
- RE: Lookout Tower Steel,
Lutz, James
- Re: Lookout Tower Steel, David Sharp
- Re: Lookout Tower Steel, Christopher Wright
- <Possible follow-ups>
- RE: Testing Air Content in Concrete, Sprague, Harold O.
- RE: Testing Air Content in Concrete, Sherman, William
- <Possible follow-ups>
- RE: K-Bracing, Sprague, Harold O.
- RE: K-Bracing, Evan . Jorgensen
- RE: K-Bracing, Sprague, Harold O.
- <Possible follow-ups>
- RE: DOD Anti-terrorism Standard for Buildings,
Foy, Warren
- RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
- RE: DOD Anti-terrorism Standard for Buildings,
Sprague, Harold O.
- RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
- RE: DOD Anti-terrorism Standard for Buildings,
Mark Gilligan
- RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
- RE: DOD Anti-terrorism Standard for Buildings,
Sprague, Harold O.
- PE test?, ken kirkland
- RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
- RE: DOD Anti-terrorism Standard for Buildings, Mark Gilligan
- RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
- RE: DOD Anti-terrorism Standard for Buildings, Mark Gilligan
- RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
- RE: DOD Anti-terrorism Standard for Buildings, Tom . Hunt
- RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
- RE: DOD Anti-terrorism Standard for Buildings, Cain, William
- RE: DOD Anti-terrorism Standard for Buildings, Tom . Hunt
- Re: Earthquake-Damaged Building, Nels Roselund, SE
- Re: Earthquake-Damaged Building,
Jeng-Wei Li
- Re: Earthquake-Damaged Building, Vijay K. Patil
- Re: Earthquake-Damaged Building, Calvin Chang
- Re: Earthquake-Damaged Building, Calvin Chang
- <Possible follow-ups>
- Re: Earthquake-Damaged Building, desi j kiss
- RE: Earthquake-Damaged Building, Eric Green
- Re: Earthquake-Damaged Building,
LEDSTRUCTURES
- Re: Earthquake-Damaged Building, Cratylus Consulting Group
- RE: Earthquake-Damaged Building,
Sprague, Harold O.
- Re: Earthquake-Damaged Building, M. David Finley, P.E.
- Re: Earthquake-Damaged Building,
desi j kiss
- Re: Earthquake-Damaged Building, jccpc
- Re: Earthquake-Damaged Building, Thom Alascio
- Re: Earthquake-Damaged Building, Bryan hottie
- Re: Earthquake-Damaged Building, syed faiz ahmad
- RE: Earthquake-Damaged Building, Mark Pemberton
- Re: Earthquake-Damaged Building, desi j kiss
- Re: Earthquake-Damaged Building, Christopher Wright
- Re: Earthquake-Damaged Building,
Ray Pixley
- Earthquake in United States, s a masroor
- RE: Earthquake-Damaged Building,
Frayne, Benjamin
- Re: Earthquake-Damaged Building - Benjamin J. Frayne, Sr., John K. Parsons
- RE: Earthquake-Damaged Building, Roger Turk
- Re: Earthquake-Damaged Building, ASQENGG2
- Re: Earthquake-Damaged Building, LEDSTRUCTURES
- Re: Earthquake-Damaged Building, syed faiz ahmad
- RE: WIND AND SAG RODS, Matthew Stuart
- <Possible follow-ups>
- RE: WIND AND SAG RODS,
Sprague, Harold O.
- RE: WIND AND SAG RODS, Matthew Stuart
- RE: Aluminium Hollow Sections, Matthew Stuart
- <Possible follow-ups>
- RE: Aluminium Hollow Sections, Christopher Wright
- <Possible follow-ups>
- RE: Brick Tie to Steel Column, Foy, Warren
- RE: Brick Tie to Steel Column, Zachary Goswick
- RE: Brick Tie to Steel Column, Jim Kestner
- <Possible follow-ups>
- RE: WEBS AND FLANGES, Carter, Charlie
- <Possible follow-ups>
- Re: AISI C1018, Christopher Wright
- RE: International Existing Building Code (What is it?!),
Roger Davis
- RE: International Existing Building Code (What is it?!),
Rex Donahey
- RE: International Existing Building Code (What is it?!), Mark Geoghegan
- Re: International Existing Building Code (What is it?!), Conrad Guymon
- RE: International Existing Building Code (What is it?!),
Rex Donahey
- <Possible follow-ups>
- FW: International Existing Building Code (What is it?!), office
- RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Bob Shaw
- <Possible follow-ups>
- RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Haan, Scott M.
- RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Yousefi, Ben
- Re: Steel Bar Grating Horizontal Shear Capacity, Daryl Richardson
- <Possible follow-ups>
- RE: Steel Bar Grating Horizontal Shear Capacity,
Scott, William N.
- RE: Steel Bar Grating Horizontal Shear Capacity, Matthew Stuart
- RE: Steel Bar Grating Horizontal Shear Capacity, Sprague, Harold O.
- Re: Steel Bar Grating Horizontal Shear Capacity, Rick . Drake
- <Possible follow-ups>
- re: HSS bracing erection bolts, Cliff Schwinger
- Re: HSS bracing erection bolts, Mlcse
- RE: HSS bracing erection bolts,
Sprague, Harold O.
- Re: HSS bracing erection bolts, Mark D. Anderson PE
- RE: HSS bracing erection bolts, Sprague, Harold O.
- RE: HSS bracing erection bolts, Christopher Wright
- RE: HSS bracing erection bolts, Cliff Schwinger
- Re: Column Capacity for Reduced Bottom Section Properties, Daryl Richardson
- Re: Column Capacity for Reduced Bottom Section Properties, Calvin Chang
- <Possible follow-ups>
- Re: Column Capacity for Reduced Bottom Section Properties, EphHirsch
- Column Capacity for Reduced Bottom Section Properties, Himat Solanki
- <Possible follow-ups>
- RE: Steel Sheet Metal Thickness, Heath Mitchell
- <Possible follow-ups>
- Re: Bus License, Jnapd
- RE: Bus License,
George Richards P.E.
- Re: Bus License, Gerard Madden, PE
- Re: Bus License, Larry Hauer
- Re: Bus License,
Stanley E Scholl
- Re: Bus License, Gerard Madden, PE
- RE: Bus License, George Richards P.E.
- RE: Bus License, Yousefi, Ben
- Re: Bus License,
BCainse
- Re: Bus License, Gerard Madden, PE
- Re: Bus License,
BCainse
- Re: Bus License,
Gerard Madden, PE
- Re: Bus License, chuckuc
- Re: Bus License, Gerard Madden, PE
- Re: Bus License,
Gerard Madden, PE
- Re: Re: Bus License,
BCainse
- Re: Re: Bus License, Gerard Madden, PE
- RE: Re: Bus License, Paul Crocker
- Re: Re: Bus License, Stanley E Scholl
- Re: CWEng, Rich Beldyk
- <Possible follow-ups>
- Free Antivirus Software, Caldwell, Stan
- <Possible follow-ups>
- Re: Thin wall steel tube, Jnapd
- RE: Thin wall steel tube, Armijo, John J (PWCSD 420)
- Re: (no subject), Gil Brock
- <Possible follow-ups>
- Re: (no subject), Tom . Hunt
- Re: (no subject), Jnapd
- Re: OFF TOPIC: Antivirus Survey, Gerard Madden, PE
- Re: OFF TOPIC: Antivirus Survey, Scott Maxwell
- Re: OFF TOPIC: Anti virus Survey, Randy Diviney
- Re: Stockpiles on Concrete Decks, Gil Brock
- <Possible follow-ups>
- Re: Stockpiles on Concrete Decks,
Jnapd
- RE: Stockpiles on Concrete Decks, Mark Geoghegan
- Re: Stockpiles on Concrete Decks,
Tom . Hunt
- RE: Stockpiles on Concrete Decks, Nicholas Blackburn
- Re: slab-on-grade reinf cover, Cratylus Consulting Group
- Re: slab-on-grade reinf cover,
Padmanabhan Rajendran
- Re: slab-on-grade reinf cover, Daryl Richardson
- <Possible follow-ups>
- Re: slab-on-grade reinf cover,
Jnapd
- Re: slab-on-grade reinf cover, David Topete
- slab-on-grade reinf cover, Roger Turk
- Re: slab-on-grade reinf cover, syed faiz ahmad
- Re: slab-on-grade reinf cover, Cliff Schwinger
- Re: slab-on-grade reinf cover,
Stanley E Scholl
- RE: slab-on-grade reinf cover, Cliff Schwinger
- Re: slab-on-grade reinf cover, GSKWY
- RE: slab-on-grade reinf cover, Haan, Scott M.
- Re: slab-on-grade reinf cover, syed faiz ahmad
- Re: slab-on-grade reinf cover, syed faiz ahmad
- RE: slab-on-grade reinf cover,
Sprague, Harold O.
- RE: slab-on-grade reinf cover, Scott Maxwell
- Re: slab-on-grade reinf cover, Ib sa
- Re: slab-on-grade reinf cover, Ib sa
- Re[2]: slab-on-grade reinf cover, TBenson
- Re: slab-on-grade reinf cover, ASLCSE
- Re: New England quake, Forrest Braun
- <Possible follow-ups>
- Safe Load, Evan . Jorgensen
- <Possible follow-ups>
- RE: Retaining Walls, Casey Hemmatyar
- RE: Retaining Walls, Juan José Treff De la Mora
- Re: Retaining Walls, LEDSTRUCTURES
- Re: RE: Retaining Walls, grupocg(--nospam--at)cantv.net
- <Possible follow-ups>
- Re: Control joints in a sidewalk on a bridge deck, syed faiz ahmad
- <Possible follow-ups>
- RE: NCSEA Membership Directory,
Chris Palmateer
- Spreadsheets in Structural Design, Neil Moore
- RE: NCSEA Membership Directory, Paul Crocker
- RE: NCSEA Membership Directory, Roger Turk
- RE: NCSEA Membership Directory, Caldwell, Stan
- RE: NCSEA Membership Directory, Paul Crocker
- RE: NCSEA Membership Directory, Roger Turk
- RE: exams: ncees petition,
Greg Meyer
- RE: exams: ncees petition, Keith Fix
- <Possible follow-ups>
- exams: ncees petition, dennis pantazis
- <Possible follow-ups>
- RE: Lumber Grade, George Richards P.E.
- Lumber Grade, Roger Turk
- <Possible follow-ups>
- Re: Designing for terrorist strikes, Christopher Wright
- RE: Designing for terrorist strikes, Sprague, Harold O.
- RE: AB's supporting reciprocating machinery,
Ed Najjarine
- Re: AB's supporting reciprocating machinery,
Jesse D. Moore
- RE: AB's supporting reciprocating machinery, Ed Najjarine
- Re: AB's supporting reciprocating machinery,
Jesse D. Moore
- <Possible follow-ups>
- Re: AB's supporting reciprocating machinery, COEngineer
- <Possible follow-ups>
- RE: Blast Resistant Design, Sprague, Harold O.
- Re: Lake Tahoe Shoreline and Wind Exposure,
Neil Moore
- Re: Lake Tahoe Shoreline and Wind Exposure, Randy Vogelgesang
- Re: Lake Tahoe Shoreline and Wind Exposure, Randy Vogelgesang
- Re: WT in Bending, David N. Martin
- <Possible follow-ups>
- RE: WT in Bending, Mark Pemberton
- RE: P-T tendon demo, Mark Geoghegan
- <Possible follow-ups>
- P-T tendon demo,
Roger Turk
- RE: P-T tendon demo, Mark Geoghegan
- Re: P-T tendon demo, c2jimmy
- Re: P-T tendon demo, GSKWY
- Re: Overlaps in scope of service.,
Cratylus Consulting Group
- Re: Overlaps in scope of service., chuckuc
- <Possible follow-ups>
- Re[2]: Overlaps in scope of service., TBenson
- Re[2]: Overlaps in scope of service., Mark Gilligan
- Re: Overlaps in scope of service., Rodriguez, Marlou
- Re[3]: Overlaps in scope of service., TBenson
- Embedment length in 7" P/T slab,
ken kirkland
- Re: Embedment length in 7" P/T slab, Paul Feather
- Re: Embedment length in 7" P/T slab, Gerard Madden, PE
- RE: New consultant on the block, Bill Polhemus
- <Possible follow-ups>
- Composite Laminates, Bob Freeman
- Composite Laminates, Bob Freeman
- Re: Residential Deck Detailing, Cratylus Consulting Group
- <Possible follow-ups>
- Re: Residential Deck Detailing, Pat Clark
- Re: Fire rated wall on propoerty line, Samir Ghosn
- Re: Fire rated wall on propoerty line, Fabio Zárate
- <Possible follow-ups>
- Fire rated wall on propoerty line, AWCInfo
- Re: R value in UBC97 table 16-N, Gerard Madden, PE
- <Possible follow-ups>
- RE: R value in UBC97 table 16-N, Paul Crocker
- Re: R value in UBC97 table 16-N, Stanley E Scholl
- RE: R value in UBC97 table 16-N, YI
- Re: R value in UBC97 table 16-N, ASLCSE
- RE: Need help for a paper--Conrete framing vs. Steel framing,
Jake Watson
- RE: Need help for a paper--Conrete framing vs. Steel framing, Scott Maxwell
- Re: Need help for a paper--Conrete framing vs. Steel framing, Gerard Madden, PE
- <Possible follow-ups>
- RE: 1997 UBC Wind Loads, Sprague, Harold O.
- 1997 UBC Wind Loads, Allen Adams
- Re: 1997 UBC Wind Loads, EphHirsch
- Re: 1997 UBC Wind Loads, syed faiz ahmad
- <Possible follow-ups>
- Re: Embedment length in 7" P/T slab, COEngineer
- Re: Crane Girders - Lateral Loads, Gerard Madden, PE
- <Possible follow-ups>
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Crane Girders - Lateral Loads, Paul Ransom
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Crane Girders - Lateral Loads,
Paul Ransom
- Re: Crane Girders - Lateral Loads, Jesse D. Moore
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Crane Girders - Lateral Loads, Paul Ransom
- Re: Crane Girders - Lateral Loads, Paul Ransom
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Crane Girders - Lateral Loads, Paul Ransom
- Re: Crane Girders - Lateral Loads, Christopher Wright
- Re: Carbon Fiber Strengthening, Laurence B. Oeth
- Re: Carbon Fiber Strengthening, Paul Feather
- RE: Carbon Fiber Strengthening, Mark Geoghegan
- <Possible follow-ups>
- RE: Bracing connections, Mark Pemberton
- RE: Bracing connections,
Carter, Charlie
- RE: Bracing connections, Robert M. Hanson
- Re: Bracing connections, Mlcse
- RE: Green Structures, Pat Symons
- <Possible follow-ups>
- Re: Green Structures, Jnapd
- RE: Green Structures, Carter, Charlie
- Re: Green Structures, syed faiz ahmad
- Re: Green Structures, Jnapd
- Re: Green Structures, Mark Webster
- Re: SOIL-STRUCTURE INTERACTION, sirshendu mondal
- <Possible follow-ups>
- Re: SOIL-STRUCTURE INTERACTION,
syed faiz ahmad
- Re: SOIL-STRUCTURE INTERACTION, sirshendu mondal
- Re: SOIL-STRUCTURE INTERACTION, syed faiz ahmad
- Re: Fire ratings for garages, Samir Ghosn
- <Possible follow-ups>
- Re: Fire ratings for garages, Jim Getaz
- RE: Fire ratings for garages, Sprague, Harold O.
- Re: Fire ratings for garages, syed faiz ahmad
- RE: Fire ratings for garages, Jim Getaz
- Re: Fire ratings for garages, GSKWY
- Re: Fire ratings for garages, GSKWY
- Re: Low w/c ratio and 3000 psi compressive strength, Cratylus Consulting Group
- RE: Low w/c ratio and 3000 psi compressive strength, Roger Davis
- <Possible follow-ups>
- RE: Low w/c ratio and 3000 psi compressive strength,
Rogers, Robert
- Re: Low w/c ratio and 3000 psi compressive strength, Cratylus Consulting Group
- RE: Low w/c ratio and 3000 psi compressive strength, Peter Griem
- RE: Low w/c ratio and 3000 psi compressive strength, Sprague, Harold O.
- Re: Low w/c ratio and 3000 psi compressive strength, syed faiz ahmad
- <Possible follow-ups>
- RE: Bracing (response), Sprague, Harold O.
- Re: Bracing (response), Rick . Drake
- RE: Bracing (response), Scott, William N.
- Re: gavion´s wall, Ken Reed
- Re: US vs Canadian Material Standards, Daryl Richardson
- <Possible follow-ups>
- RE: US vs Canadian Material Standards, Michael Bryson
- RE: US vs Canadian Material Standards, Mark Segedi
- Re: Soil Structure Interaction, Padmanabhan Rajendran
- <Possible follow-ups>
- Re: Soil Structure Interaction, syed faiz ahmad
- RE: WTC Collapse - NOVA Special, Matthew Stuart
- <Possible follow-ups>
- RE: WTC Collapse - NOVA Special,
Carter, Charlie
- Re: WTC Collapse - NOVA Special, David Sharp
- Re: WTC Collapse - NOVA Special, Byainc
- Re: WTC Collapse - NOVA Special, Stanley E Scholl
- RE: WTC Collapse - NOVA Special,
Carter, Charlie
- Re: WTC Collapse - NOVA Special, Daryl Richardson
- RE: WTC Collapse - NOVA Special, jpriley485
- RE: WTC Collapse - NOVA Special, Albert Meyer
- <Possible follow-ups>
- Re: Dynamic properties, Christopher Wright
- Re: DRY ROT, vicpeng
- <Possible follow-ups>
- dry rot, AWCInfo
- Re: Math problem, jccpc
- Re: Math problem, Jesse D. Moore
- Re: Math problem, vicpeng
- Re: Math problem, Padmanabhan Rajendran
- Re: Math problem, David Topete
- Math problem, jpriley485
- Re: Math problem,
Geryes Awwad
- RE: Math problem,
Ed Najjarine
- Re: Math problem, Gerard Madden, PE
- RE: Math problem, Ed Najjarine
- RE: Math problem, Bill Allen, S.E.
- Re: Math problem, Gerard Madden, PE
- RE: Math problem,
Ed Najjarine
- RE: Math problem, Bill Allen, S.E.
- Math problem - C'mon you guys!, SPACE GASS Administration
- <Possible follow-ups>
- RE: Math problem,
Peter Griem
- Re: Math problem, R.P. Mehrotra/str
- FW: Math problem, LaCount, Curt
- RE: Math problem, YI
- RE: Math problem, Frayne, Benjamin
- Re: Math problem, Byainc
- RE: Math problem,
Frayne, Benjamin
- RE: Math problem, Peter James
- Re: Math problem, M. David Finley, P.E.
- Re: Math problem, Jnapd
- RE: Math problem,
Aswin Rangaswamy
- Re: Math problem, Alden Manipula, E.I.T.
- Re: Math problem, Byainc
- Re: Math problem, EphHirsch
- Math problem,
Ed Najjarine
- Re: Math problem, Geryes Awwad
- RE: Math problem, Bill Allen, S.E.
- RE: Math problem, Brent Koch
- RE: Math problem, Friis, Donna
- Re: Math problem,
LEDSTRUCTURES
- Re: Math problem, vicpeng
- Re: Math problem, Cratylus Consulting Group
- Re: Math problem, Gil Brock
- Re: Math problem, Geoff Melchor
- Math problem,
CarlS95
- Re: Math problem,
Peder Golberg
- RE: Math problem, Peter James
- Re: Math problem, vicpeng
- Re: Math problem, Cratylus Consulting Group
- RE: Math problem, Bill Allen, S.E.
- Re: Math problem, Davin Weinhardt
- Re: Math problem, Geoff Melchor
- Re: Math problem,
Peder Golberg
- Re: Math problem, vicpeng
- Re: Math problem,
Syed A Masroor
- Re: Math problem, Daryl Richardson
- RE: Math problem, Lutz, James
- Re: Math problem, Melina Lin
- RE: Math problem, Paul_Reilly
- RE: Math problem, DAN NOVAK
- Re: Math problem, EphHirsch
- RE: Math problem,
Jonathan Mallard
- Re: Math problem, Geoff Melchor
- RE: Math problem, SPACE GASS Administration
- Re: Math problem, R.P. Mehrotra/str
- Re: Math problem, Benson, Ralph
- Re: Math problem,
Paul_Reilly
- RE: Math problem,
Bill Allen, S.E.
- Re: Math problem, John W. Sieszycki
- Re: Math problem,
Davin Weinhardt
- Re: Math problem, vlad
- Re: Math problem, Gil Brock
- RE: Math problem,
Bill Allen, S.E.
- Re: Math problem,
Christopher Wright
- RE: Math problem, Bill Allen, S.E.
- Re: Math Problem, John MacLean
- RE: Math problem, Lutz, James
- Re: Math problem, Jnapd
- Re: Math problem, Paul_Reilly
- Re: Math problem, Christopher Wright
- RE: Math problem,
Christopher Wright
- Re: Math problem, Gerard Madden, PE
- Re: Math problem, Sunil Gupta
- Re: Math problem, ASLCSE
- re: Math problem, Khashayar Hemmatyar
- Math Problem, Daryl Richardson
- Re: Buoyancy, Padmanabhan Rajendran
- Re: Buoyancy, Daryl Richardson
- <Possible follow-ups>
- RE: Buoyancy, Michael Bryson
- Re: Buoyancy, Mark Gilligan
- Re:RE: Buoyancy, TBenson
- RE: Buoyancy, Devlin, Dan
- Re: Buoyancy, syed faiz ahmad
- RE: Buoyancy, Sherman, William
- RE: Buoyancy, Lutz, James
- Re: Buoyancy, John MacLean
- <Possible follow-ups>
- Re:Clarification of My Previous Question on Buoyancy, TBenson
- Re: Plastic Section Modulus, Gerard Madden, PE
- <Possible follow-ups>
- RE: Unqualified Paint on faying surfaces,
Carter, Charlie
- RE: Unqualified Paint on faying surfaces, ken kirkland
- <Possible follow-ups>
- RE: Bond breaker on anchor bolts, Sprague, Harold O.
- <Possible follow-ups>
- RE: Concrete Rules of Thumb, Mitchell J. Sklar
- Re: Concrete Rules of Thumb, Mark Segedi
- Re: Interpretation of the NOVA Special vs. House Science Committee, Gerard Madden, PE
- RE: Using Welded washers with slotted bolt holes, ken kirkland
- RE: Using Welded washers with slotted bolt holes, Ed Najjarine
- RE: Using Welded washers with slotted bolt holes, Ed Najjarine
- <Possible follow-ups>
- RE: Using Welded washers with slotted bolt holes, Sprague, Harold O.
- <Possible follow-ups>
- Re: Footing Design Question,
Mlcse
- Re: Footing Design Question, Daryl Richardson
- Footing Design Question, Roger Turk
- Footing Design Question, Zachary Goswick
- Re: Footing Design Question,
Mlcse
- RE: Footing Design Question, jpriley485
- RE: Footing Design Question,
Jonathan Mallard
- RE: Footing Design Question, Padmanabhan Rajendran
- Re: Footing Design Question, Cratylus Consulting Group
- Re: Footing Design Question, Mlcse
- RE: Footing Design Question, Jonathan Mallard
- RE: Footing Design Question, Roger Turk
- Re: Footing Design Question, Tom Higgins
- Footing Design Question,
Michael Hemstad
- Re: Footing Design Question,
ken kirkland
- Re: Footing Design Question, Simon
- Re: Footing Design Question,
ken kirkland
- <Possible follow-ups>
- RE: Anchor Bolt Extension Past Nut, Carter, Charlie
- <Possible follow-ups>
- Welding increases as fuction of applied load, Ryan Lawton
- RE: Welding increases as fuction of applied load, Carter, Charlie
- RE: Steel Material, Terry Triest
- RE: Steel Material, Terry Triest
- <Possible follow-ups>
- RE: Steel Material, Sprague, Harold O.
- RE: Steel Material, Mark Segedi
- RE: Steel Material,
Carter, Charlie
- RE: Steel Material, Tripp Howard
- RE: Steel Material, Rick . Drake
- RE: Steel Material, Sprague, Harold O.
- RE: Steel Material, Carter, Charlie
- RE: Steel Material, Sprague, Harold O.
- <Possible follow-ups>
- RE: Designing for Terrorist Attacks, Sprague, Harold O.
- RE: deep cope analysis, Glenn Otto
- <Possible follow-ups>
- RE: deep cope analysis, Carter, Charlie
- Re: Increasing bearing area of footings via stone below, vicpeng
- <Possible follow-ups>
- RE: Increasing bearing area of footings via stone below, Albert Meyer
- RE: Increasing bearing area of footings via stone below, syed faiz ahmad
- Increasing bearing area of footings via stone below,
Michael Hemstad
- Re: Increasing bearing area of footings via stone below,
Vijay K. Patil
- Re: Increasing bearing area of footings via stone below, fidelcopa
- Re: Increasing bearing area of footings via stone below, Daryl Richardson
- Re: Increasing bearing area of footings via stone below,
Vijay K. Patil
- Re: Terminating Bottom Bars in Round Columns,
Scott Maxwell
- RE: Terminating Bottom Bars in Round Columns, Nicholas Blackburn
- <Possible follow-ups>
- RE: Terminating Bottom Bars in Round Columns, Michael Bryson
- RE: Terminating Bottom Bars in Round Columns, Gary Gill
- <Possible follow-ups>
- Re: Townhouses, Jnapd
- FW: Townhouses,
Mark Pemberton
- Re: Townhouses, Gerard Madden, PE
- RE: Townhouses, Mark Pemberton
- <Possible follow-ups>
- RE: LRFD First,
Sprague, Harold O.
- Ca School project - questions,
John Buchanan
- Re: Ca School project - questions, Cratylus Consulting Group
- RE: LRFD First, Keith Fix
- Ca School project - questions,
John Buchanan
- RE: LRFD First,
Sprague, Harold O.
- RE: LRFD First,
Keith Fix
- RE: LRFD First, Terry Triest
- RE: LRFD First, Keith Fix
- RE: LRFD First,
Keith Fix
- RE: LRFD First, Carter, Charlie
- Re: Sloping building sites.,
Nels Roselund, SE
- Re: Sloping building sites.,
Oshin Tosounian
- TEST, Oshin Tosounian
- Re: Sloping building sites.,
Oshin Tosounian
- RE: Engineer Quotations, Matthew Stuart
- Re: CMU verts, Cratylus Consulting Group
- Re: Building Code in WV, Tripp Howard
- RE: Building Code in WV, Matthew Stuart
- <Possible follow-ups>
- RE: Fire ratings, Carter, Charlie
- Re: Fire ratings,
GSKWY
- Re: Fire ratings, Scott Maxwell
- RE: Fire ratings, Panos Trochalakis
- RE: Fire ratings, Rick . Drake
- RE: Fire ratings, Carter, Charlie
- Re: Fire ratings, Jim Getaz
- RE: Fire ratings, Carter, Charlie
- Re: MRI Information Letter - electronic, Thom Alascio
- Re: Intumescent vs. Sprayed-on Fireproofing., David Topete
- <Possible follow-ups>
- RE: Intumescent vs. Sprayed-on Fireproofing., Carter, Charlie
- RE: Intumescent vs. Sprayed-on Fireproofing., Sprague, Harold O.
- RE: Intumescent vs. Sprayed-on Fireproofing., Haan, Scott M.
- Re: Intumescent vs. Sprayed-on Fireproofing., c2jimmy
- <Possible follow-ups>
- IBC seismic anchor rods - governed by steel element not concrete, Haan, Scott M.
- <Possible follow-ups>
- Re: Some progess being made, Bridguard
- Re: Safety of corrosion inhibitor, fidelcopa
- Re: over-tensioning A325 bolts,
David Sharp
- RE: over-tensioning A325 bolts, Cliff Schwinger
- <Possible follow-ups>
- Re: over-tensioning A325 bolts, Christopher Wright
- <Possible follow-ups>
- RE: Fillet weld only on one side of built-up column/rafter, Carter, Charlie
- RE: Fillet weld only on one side of built-up column/rafter,
Francois Rambau
- Re: Fillet weld only on one side of built-up column/rafter,
Ivan Lippi
- Re: Fillet weld only on one side of built-up column/rafter, Padmanabhan Rajendran
- needed Oregon Surveyor, Pat Symons
- Re: Fillet weld only on one side of built-up column/rafter,
Ivan Lippi
- Re: Fillet weld only on one side of built-up column/rafter, Christopher Wright
- RE: Fillet weld only on one side of built-up column/rafter, Igor Marinovic
- Re: Fillet weld only on one side of built-up column/rafter, Paul Ransom
- <Possible follow-ups>
- Re: Existing Hospital Base Isolation, Mlcse
- Re: Retrofitting of walls, Nels Roselund, SE
- NEHRP vs. UBC 97, Mark E. Deardorff
- <Possible follow-ups>
- RE: Retrofitting of walls, Reynold Franklin
- Re: metallic bridge analysis,
Simon
- Re: metallic bridge analysis, fidelcopa
- <Possible follow-ups>
- metallic bridge analysis, Michael Hemstad
- Re: metallic bridge analysis, Michael Hemstad
- <Possible follow-ups>
- RE: WEIGHT/AREA FACTORS, Astrum Ingenieria, C.A:
- Re: WEIGHT/AREA FACTORS, syed faiz ahmad
- Re: WEIGHT/AREA FACTORS, syed faiz ahmad
- RE: Introducing Students to Engineering, Matthew Stuart
- RE: Introducing Students to Engineering, Tom Bayne
- <Possible follow-ups>
- RE: Introducing Students to Engineering, Rogers, Robert
- RE: Introducing Students to Engineering, Gary Ehrlich
- Re: Introducing Students to Engineering, Rbengrguy
- RE: Introducing Students to Engineering, Armijo, John J (PWCSD 420)
- RE: Introducing Students to Engineering, Caldwell, Stan
- RE: Introducing Students to Engineering, Ray Pixley
- Re: Fwd: Introducing Students to Engineering, Ray Pixley
- Re: Sloping foundations, Cratylus Consulting Group
- Re: Sloping foundations, vicpeng
- Re: Sloping foundations, Nels Roselund, SE
- <Possible follow-ups>
- sloping foundations, Casano, Karen
- Re: Sloping foundations, EphHirsch
- Re: Elevator supports, Paul Feather
- RE: Elevator supports, Nicholas Blackburn
- <Possible follow-ups>
- RE: Elevator supports, Ernie Cruz
- RE: Elevator supports,
Albert Meyer
- RE: Elevator supports,
Terry Triest
- Re: Elevator supports, Daryl Richardson
- RE: Elevator supports,
Terry Triest
- Re: Residential Steel Moment Frames,
Scott Maxwell
- Re: Residential Steel Moment Frames,
Gerard Madden, PE
- Re: Residential Steel Moment Frames, Scott Maxwell
- Re: Residential Steel Moment Frames, Larry Hauer
- Re: Residential Steel Moment Frames, Pat Clark
- RE: Residential Steel Moment Frames, Joseph R. Grill, PE
- Re: Residential Steel Moment Frames,
Gerard Madden, PE
- <Possible follow-ups>
- RE: Residential Steel Moment Frames, Haan, Scott M.
- RE: Residential Steel Moment Frames, Oshin Tosounian
- RE: Residential Steel Moment Frames, Haan, Scott M.
- Re: Residential Steel Moment Frames,
Fred M. Turner
- Re: Residential Steel Moment Frames, chuckuc
- RE: Residential Steel Moment Frames, Carter, Charlie
- Re: Residential Steel Moment Frames, Mlcse
- RE: Residential Steel Moment Frames, Haan, Scott M.
- Re: Residential Steel Moment Frames, ASQENGG2
- Re: Salt storage building,
Daryl Richardson
- RE: Salt storage building, Bruce MacLeod
- <Possible follow-ups>
- RE: Salt storage building, Reynold Franklin
- RE: Salt storage building, Eric Green
- RE: Salt storage building, Astrum Ingenieria, C.A:
- Salt storage building, AWCInfo
- RE: Curved, post tensioned, box girder demolition, Nicholas Blackburn
- RE: Differential Deflection, Cliff Schwinger
- Re: Differential Deflection, fidelcopa
- RE: Differential Deflection, Ed Najjarine
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- <Possible follow-ups>
- Re:Pile Bearing Capacity Formula, TBenson
- Re: Pile Bearing Capacity Formula,
SHAR1210
- Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
- Pile Bearing Capacity Formula,
IRV FRUCHTMAN
- Re: Pile Bearing Capacity Formula,
Padmanabhan Rajendran
- Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- Re: Pile Bearing Capacity Formula,
Padmanabhan Rajendran
- Re: Pile Bearing Capacity Formula,
SHAR1210
- Re: Pile Bearing Capacity Formula,
IRV FRUCHTMAN
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- Re: Pile Bearing Capacity Formula,
IRV FRUCHTMAN
- Re: Pile Bearing Capacity Formula, Roger Turk
- Re: Pile Bearing Capacity Formula,
Roger Turk
- Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- Pile Bearing Capacity Formula,
Himat Solanki
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- Pile Bearing Capacity Formula,
Himat Solanki
- Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
- Re: Veneer, John Rose
- RE: Veneer, Bruce MacLeod
- <Possible follow-ups>
- RE: Veneer, Albert Meyer
- RE: Veneer, Michael Bryson
- <Possible follow-ups>
- RE: EXISTING COLUMN LOAD TESTING, Carter, Charlie
- <Possible follow-ups>
- Re: steel SAE 1018,
Mark Segedi
- RE: steel SAE 1018, John Baranowsky
- Re: steel SAE 1018, Christopher Wright
- Re: Steel SAE 1018, Rich Beldyk
- Re: steel SAE 1018, GSKWY
- Re: steel SAE 1018,
Christopher Wright
- AISI/SAE STEEL NUMBERING SYSTEM, Rich Beldyk
- steel sae 1018, rpuebla
- Re: steel sae 1018, Christopher Wright
- RE: steel sae 1018,
Heath Mitchell
- Re: steel sae 1018, Rich Beldyk
- RE: steel sae 1018, Christopher Wright
- Re: welding light gage to structural steel, Albert J. Meyer, Jr.
- Re: welding light gage to structural steel,
ken kirkland
- Re: welding light gage to structural steel, Padmanabhan Rajendran
- <Possible follow-ups>
- Re: welding light gage to structural steel, c2jimmy
- RE: welding light gage to structural steel, Michael Bryson
- Re: Bamboo Structures, vicpeng
- <Possible follow-ups>
- Re: Bamboo Structures, Mark Webster
- <Possible follow-ups>
- RE: Brick Wall New Window Opening,
Haan, Scott M.
- RE: Brick Wall New Window Opening, Bill Polhemus
- RE: Brick Wall New Window Opening, Haan, Scott M.
- RE: Brick Wall New Window Opening, Michael Bryson
- <Possible follow-ups>
- Re: Settlement or Movement of the Supports, syed faiz ahmad
- RE: Settlement or Movement of the Supports, Michael Bryson
- RE: Settlement or Movement of the Supports, syed faiz ahmad
- RE: Settlement or Movement of the Supports,
Mark Gilligan
- Re: Settlement or Movement of the Supports, R.P. Mehrotra/str
- RE: Settlement or Movement of the Supports, Tom Bayne
- Re: Settlement or Movement of the Supports,
Mark Gilligan
- Message not available
- Re: Settlement or Movement of the Supports, R.P. Mehrotra/str
- Message not available
- RE: Settlement or Movement of the Supports, Himat Solanki
- <Possible follow-ups>
- RE: WIND BRACING FORCES, Carter, Charlie
- Re: WIND BRACING FORCES, Paul Ransom
- <Possible follow-ups>
- Re: ACI vs ASCE: A Consideration of Live Loads, Jim Getaz
- Re: ACI vs ASCE: A Consideration of Live Loads, GSKWY
- RE: TRUSS DETAIL, Roger Davis
- <Possible follow-ups>
- Re: TRUSS DETAIL, Stanley E Scholl
- RE: Induced Moment caused by differential settlement, Gerard Madden
- Re: Induced Moment caused by differential settlement, Hershell Gill Consulting Eng. Inc.
- Re: Induced Moment caused by differential settlement, Daryl Richardson
- <Possible follow-ups>
- Re: Induced Moment caused by differential settlement, ASLCSE
- Re: Anchor Bolt Cover,
Daryl Richardson
- Re: Anchor Bolt Cover, Jenkins Engineering, Inc.
- 3/4" concrete mix,
Tarek Mokhtar
- Re: 3/4" concrete mix, Daryl Richardson
- Re: 3/4" concrete mix, Lynn H
- Re: Anchor Bolt Cover, Conrad Guymon
- Re: Anchor Bolt Cover, Scott Maxwell
- <Possible follow-ups>
- RE: Anchor Bolt Cover, Sherman, William
- RE: Anchor Bolt Cover, Haan, Scott M.
- RE: Dobies, Mark Geoghegan
- <Possible follow-ups>
- RE: OSHA Requirements, Eric Green
- RE: Post-tensioning Inspection, Nicholas Blackburn
- <Possible follow-ups>
- RE: Post-tensioning Inspection,
GSKWY
- RE: Post-tensioning Inspection, Nicholas Blackburn
- Re: Post-tensioning Inspection,
ASLCSE
- Re: Post-tensioning Inspection, Cratylus Consulting Group
- <Possible follow-ups>
- Re: REFERENCE RECOMMENDATION, bmartin801
- Re: shear wall plate washers, Samir Ghosn
- <Possible follow-ups>
- Re: shear wall plate washers, Stanley E Scholl
- Re: Heat Affected Zone in Concrete, Rich Beldyk
- RE: TEST ON DRILLED SHAFTS,
Greg Meyer
- Re: TEST ON DRILLED SHAFTS, Daryl Richardson
- concrete column vs. steel column, Simon
- Re: TEST ON DRILLED SHAFTS, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: TEST ON DRILLED SHAFTS, Raul Labbé
- Re: Timoshenko Book, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: Timoshenko Book, Speck, Todd M
- Re: Single plate shear connection- Min thickness, Simon
- <Possible follow-ups>
- RE: Single plate shear connection- Min thickness, Heath Mitchell
- RE: Sturd-I-Wall,
Szuchuan Chang
- Re: Sturd-I-Wall, chuckuc
- Sturd-I-Wall or Sturd-I-Frames,
Fernando S Fonseca
- Re: Sturd-I-Wall or Sturd-I-Frames, chuckuc
- Re: Change in the use of Buildings, vicpeng
- Re: Change in the use of Buildings, J.R.Braguim-OSMB
- <Possible follow-ups>
- Re: Change in the use of Buildings,
Stanley E Scholl
- Re: Change in the use of Buildings, vicpeng
- Re: Change in the use of Buildings,
syed faiz ahmad
- Re: Change in the use of Buildings, Daryl Richardson
- RE: Staad Question using BS5950, Bill Polhemus
- <Possible follow-ups>
- Staad Question using BS5950,
G Vishwanath
- Re: Staad Question using BS5950,
Padmanabhan Rajendran
- RE: Staad Question using BS5950, Bill Polhemus
- Re: Staad Question using BS5950,
Padmanabhan Rajendran
- Re: Staad Question using BS5950,
Christopher Wright
- RE: Staad Question using BS5950, Bill Polhemus
- Re: Staad Question using BS5950,
Daryl Richardson
- RE: Staad Question using BS5950 - parsing text files, Peter James
- RE: Staad Question using BS5950, Christopher Wright
- Re: Staad Question using BS5950, Christopher Wright
- RE: Staad Question using BS5950, Astrum Ingenieria, C.A:
- Re: Staad Question Using BS5950, G Vishwanath
- <Possible follow-ups>
- RE: Threshold Inspection, Peter Griem
- RE: Blodgett Curved Beam,
Glenn Otto
- Joist Web Repair, Bill Polhemus
- <Possible follow-ups>
- RE: Blodgett Curved Beam, Bill Marczewski
- <Possible follow-ups>
- RE: Joist Web Repair, Bill Marczewski
- <Possible follow-ups>
- RE: Architectural Engineering Exam, Eric Green
- RE: Architectural Engineering Exam, Caldwell, Stan
- RE: Architectural Engineering Exam, Caldwell, Stan
- RE: Architectural Engineering Exam, DAVID KUANG
- <Possible follow-ups>
- RE: Staad Question,
Eric Green
- RE: Staad Question, ken kirkland
- RE: Staad Question,
Caldwell, Stan
- RE: Staad Question, Scott Maxwell
- RE: Staad Question,
Eric Green
- RE: Staad Question,
Tripp Howard
- RE: Staad Question, Scott Maxwell
- RE: Staad Question,
Tripp Howard
- RE: Staad Question, Devlin, Dan
- RE: Staad Question,
George Richards P.E.
- Re: Staad Question, vicpeng
- RE: Staad Question, Caldwell, Stan
- Re: Footing eccentricity,
David Topete
- RE: Footing eccentricity, Ed Najjarine
- RE: Footing eccentricity,
Mark E. Deardorff
- Local Structural Specialty Code, ken kirkland
- <Possible follow-ups>
- Re: Footing eccentricity, Reza Dashti Asl
- RE: Footing eccentricity, Rodriguez, Marlou
- Re: Parallel and Perpendicular walls., Davin Weinhardt
- Sloping Circular Roof,
vicpeng
- Re: Sloping Circular Roof, Jim Warne
- Re: Sloping Circular Roof, Daryl Richardson
- Message not available
- Message not available
- Re: Sloping Circular Roof, Jim Warne
- Message not available
- Re: Sloping Circular Roof, vicpeng
- <Possible follow-ups>
- RE: Sloping Circular Roof,
David Merrick
- Re: Sloping Circular Roof, vicpeng
- Fw: Sloping Circular Roof, vicpeng
- RE: Sloping Circular Roof,
Jim Kestner
- Re: Sloping Circular Roof, vicpeng
- RE: Sloping Circular Roof,
David Merrick
- Re: Sloping Circular Roof, vicpeng
- Re: Sloping Circular Roof, Daryl Richardson
- RE: CONCRETE TILT-UP WALL QUESTION, Mark E. Deardorff
- Re: Staad, Neil Moore
- RE: Rust on steel studs,
Roger Davis
- RE: Rust on steel studs,
Bruce MacLeod
- Test, Juan C. Gray
- RE: Rust on steel studs,
Bruce MacLeod
- Re: Precast Piles,
jimmy domingo
- polygonal slab concrete design, ramesh surana
- Re: CSA A23.3 PG 9-16,
Daryl Richardson
- Re: CSA A23.3 PG 9-16, vicpeng
- Re: CSA A23.3 PG 9-16, Daryl Richardson
- <Possible follow-ups>
- RE: CSA A23.3 PG 9-16, Zhang, Michael
- Re: BoxCulvert Input file ......., M. David Finley, P.E.
- Re: Precast pile design for lateral loads, Eleanor G. Guarin
- <Possible follow-ups>
- Re: Wind versus Seismic, Bill_Coulbourne
- RE: Wind versus Seismic, Scott, William N.
- RE: Wind versus Seismic, Sherman, William
- RE: Wind versus Seismic, Rogers, Robert
- <Possible follow-ups>
- RE: Diaphragms - Unblocked to Blocked, George Richards P.E.
- RE: Diaphragms - Unblocked to Blocked, Tom Skaggs
- <Possible follow-ups>
- Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Rick . Drake
- Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Bill_Coulbourne
- RE: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Jake Watson
- RE: ASCE 7-98 Load Factors, what happens to the Dead Loads?,
George Richards P.E.
- Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Daryl Richardson
- <Possible follow-ups>
- RE: Repair for short anchor rods, Drew Randolph
- RE: Repair for short anchor rods, Maze, Scott
- RE: Repair for short anchor rods, Albert Meyer
- RE: Repair for short anchor rods, Sprague, Harold O.
- Anybody use Woodworks?, Jeff Chacon
- <Possible follow-ups>
- RE: AISC 9th Edition - End Plate Moment Connection - p 4-116, Haan, Scott M.
- <Possible follow-ups>
- RE: Anybody use Woodworks?,
Caldwell, Stan
- Re: Anybody use Woodworks?, vicpeng
- <Possible follow-ups>
- Re: Overtime Pay for Hourly Employees,
Byainc
- RE: Overtime Pay for Hourly Employees, Mark E. Deardorff
- Re: Overtime Pay for Hourly Employees, Jnapd
- Re: Overtime Pay for Hourly Employees, Byainc
- Re: Overtime Pay for Hourly Employees, Rbengrguy
- RE: Overtime Pay for Hourly Employees, Mark Gilligan
- RE: Overtime Pay for Hourly Employees, Christopher Wright
- Re: Metal Buildings & "Flagpole" Systems, Daryl Richardson
- <Possible follow-ups>
- RE: Metal Buildings & "Flagpole" Systems,
Dave Adams
- Re: Metal Buildings & "Flagpole" Systems, Daryl Richardson
- RE: Metal Buildings & "Flagpole" Systems, Rick . Drake
- <Possible follow-ups>
- RE: breakaway walls, Albert Meyer
- Re: breakaway walls,
Peieng5590
- Re: breakaway walls, ken kirkland
- Re: breakaway walls,
Stanley E Scholl
- RC semi-circular arched slab,
Sherief Sakla
- Re: RC semi-circular arched slab, Daryl Richardson
- RC semi-circular arched slab, Sherief Sakla
- RC semi-circular arched slab,
Sherief Sakla
- Re: Townhouse Foundation, Neil Moore
- <Possible follow-ups>
- RE: Townhouse Foundation, Albert Meyer
- Re: Townhouse Foundation,
Jnapd
- RE: Townhouse Foundation, Gerard Madden
- RE: Townhouse Foundation, George Richards P.E.
- Re: Townhouse Foundation,
Bill_Coulbourne
- RE: Townhouse Foundation, Gerard Madden
- Re: Townhouse Foundation, Stanley E Scholl
- Re: Townhouse Foundation,
IRV FRUCHTMAN
- RE: Townhouse Foundation, Gerard Madden
- <Possible follow-ups>
- RE: PE Registration in Mexico, fdarammx
- Re: Stucco: Paint Or Not To Paint is The Question., Bob Freeman
- Re: Stucco: Paint Or Not To Paint is The Question.,
Daryl Richardson
- Re: Stucco: Paint Or Not To Paint is The Question.,
Cratylus Consulting Group
- Re: Stucco: Paint Or Not To Paint is The Question., Daryl Richardson
- Re: Stucco: Paint Or Not To Paint is The Question.,
Cratylus Consulting Group
- Re: Stucco: Paint Or Not To Paint is The Question., Forrest Braun
- Re: Stucco: Paint Or Not To Paint is The Question., Samir Ghosn
- Re: Stucco: Paint Or Not To Paint is The Question.,
vicpeng
- RE: Stucco: Paint Or Not To Paint is The Question.,
Roger Davis
- Re: Stucco: Paint Or Not To Paint is The Question., Thom Alascio
- RE: Stucco: Paint Or Not To Paint is The Question.,
Roger Davis
- <Possible follow-ups>
- Re: Stucco: Paint Or Not To Paint is The Question., Stanley E Scholl
- RE: AISC "Steel Tip", Gerard Madden
- <Possible follow-ups>
- RE: AISC "Steel Tip", Heath Mitchell
- RE: AISC "Steel Tip", Hewitt, Chris
- AISC "Steel Tip",
Chris Harris
- RE: AISC "Steel Tip", Gerard Madden
- RE: AISC "Steel Tip", Lucas Jolly
- FW: AISC "Steel Tip", Melnick, Scott
- RE: AISC "Steel Tip", Heath Mitchell
- Re: AISC "Steel Tip", CanitzCF
- RE: AISC "Steel Tip", Hewitt, Chris
- <Possible follow-ups>
- RE: Metal Buildings & "Flagpole" Systems (Rick), Effland, Greg
- RE: House Addition, Dennis Wish
- <Possible follow-ups>
- Re: House Addition, Stanley E Scholl
- RE: House Addition, james korff
- <Possible follow-ups>
- Re: Salary structural engineer,
Stanley E Scholl
- RE: Salary structural engineer, Gerard Madden
- RE: Salary structural engineer, Bill Polhemus
- RE: Salary structural engineer, Mark Pemberton
- FW: Salary structural engineer,
Haan, Scott M.
- Re: FW: Salary structural engineer,
Daryl Richardson
- RE: FW: Salary structural engineer, Bill Polhemus
- Re: FW: Salary structural engineer,
Daryl Richardson
- RE: FW: Salary structural engineer, Haan, Scott M.
- RE: FW: Salary structural engineer,
Christopher Wright
- RE: FW: Salary structural engineer,
Bill Polhemus
- RE: FW: Salary structural engineer, Cliff Schwinger
- RE: FW: Salary structural engineer, Bill Polhemus
- RE: FW: Salary structural engineer,
Bill Polhemus
- Re: FW: Salary structural engineer,
Stanley E Scholl
- RE: FW: Salary structural engineer, Bill Polhemus
- RE: FW: Salary structural engineer, Christopher Wright
- Re: FW: Salary structural engineer, Christopher Wright
- RE: FW: Salary structural engineer, Haan, Scott M.
- Re: Sulfuric Acid on Concrete, Scott Maxwell
- Re: Sulfuric Acid on Concrete, Scott Maxwell
- RE: Sulfuric Acid on Concrete, Glenn Otto
- <Possible follow-ups>
- Re: Sulfuric Acid on Concrete, Tom . Hunt
- RE: FEMA 350, Gerard Madden
- <Possible follow-ups>
- Re: Government Jobs, Ray Pixley
- <Possible follow-ups>
- IBC 2000 Prestressed Concrete Question, Roger Turk
- Re: IBC 2000 Prestressed Concrete Question, GSKWY
- Re: IBC 2000 Prestressed Concrete Question, GSKWY
- Re: Salary structural engineer - No response, Cratylus Consulting Group
- Re: Salary structural engineer - No response, Contour
- <Possible follow-ups>
- RE: Salary structural engineer - No response, Speck, Todd M
- Re: "L" Anchor Bolt, Cratylus Consulting Group
- Re: "L" Anchor Bolt,
James Lin
- Re: "L" Anchor Bolt, Cratylus Consulting Group
- Re: Cell tower design,
Daryl Richardson
- Re: Cell tower design, Daryl Richardson
- Re: Cell tower design, Contour
- <Possible follow-ups>
- RE: Cell tower design,
Dave Adams
- Re: Cell tower design,
boelter
- Re: Cell tower design, Neil Moore
- Re: Cell tower design,
boelter
- RE: Cell tower design, Ellen Eastgate
- Re: Cell tower design, RainCat1
- <Possible follow-ups>
- Residential Masonry Chimneys,
Bob Freeman
- Re: Residential Masonry Chimneys, Cratylus Consulting Group
- Re: Residential Masonry Chimneys,
Mark Baker
- Re: Residential Masonry Chimneys, Nels Roselund, SE
- Re: Residential masonry chimneys, Jnapd
- Re: Residential Masonry Chimneys, Jnapd
- Residential Masonry Chimneys, Nels Roselund, SE
- RE: Out of Plane Masonry Wall Deflection, Bruce MacLeod
- <Possible follow-ups>
- FW: Out of Plane Masonry Wall Deflection, LaCount, Curt
- <Possible follow-ups>
- RE: liquit-structure interaction, Cayko, Douglas/DEN
- Re: liquit-structure interaction, G Manandhar
- RE: liquit-structure interaction,
Himat Solanki
- RE: liquit-structure interaction, Scott Maxwell
- RE: liquit-structure interaction, Lutz, James
- RE: liquit-structure interaction, Himat Solanki
- RE: how is steel braced frame base shear transmitted into soil?, Gerard Madden
- Re: how is steel braced frame base shear transmitted into soil?, julian maranan
- <Possible follow-ups>
- Re: how is steel braced frame base shear transmitted into soil?, Mlcse
- Re: IBC2000 Seismic Maps, Simon
- <Possible follow-ups>
- RE: IBC2000 Seismic Maps, Michael Bryson
- RE: prefabricated wall panel - thermal expansion/fastener stresses, nblackburn
- Re: prefabricated wall panel - thermal expansion/fastener stresses, Daryl Richardson
- <Possible follow-ups>
- Re: prefabricated wall panel - thermal expansion/fastener stresses, Reza Dashti Asl
- <Possible follow-ups>
- RE: Storage Units --> Metal Building, Sprague, Harold O.
- RE: Storage Units --> Metal Building, Haan, Scott M.
- Re: Storage Units --> Metal Building, Stanley E Scholl
- Re: Storage Units --> Metal Building, BYRON MARTIN
- Re: Storage Units --> Metal Building, MSSROLLO
- RE: Storage Units --> Metal Building,
Caldwell, Stan
- RE: Storage Units --> Metal Building, Padmanabhan Rajendran
- RE: Storage Units --> Metal Building, Caldwell, Stan
- Re: Wood to steel fasteners, Nels Roselund, SE
- RE: Wood to steel fasteners, Bruce MacLeod
- RE: Wood to steel fasteners, Dave Nuttall
- Re: Braced Frame Shear Resolution, Paul Feather
- <Possible follow-ups>
- RE: Braced Frame Shear Resolution,
Haan, Scott M.
- RE: Braced Frame Shear Resolution, Gerard Madden
- RE: Braced Frame Shear Resolution,
Haan, Scott M.
- Re: Braced Frame Shear Resolution, Paul Feather
- Re: Braced Frame Shear Resolution,
Christopher Wright
- RE: Braced Frame Shear Resolution, Jake Watson
- RE: Braced Frame Shear Resolution, Haan, Scott M.
- RE: Braced Frame Shear Resolution, Christopher Wright
- RE: Braced Frame Shear Resolution, Roger Turk
- Re: Roller Support, M. David Finley, P.E.
- Re: Roller Support/ D. Finley, M. David Finley, P.E.
- <Possible follow-ups>
- Re: Roller Support/ D. Finley, Himat Solanki
- RE: ACAD Details, Dennis Wish
- Re: Drilled foundation and belling bucket, Cratylus Consulting Group
- Re: Drilled foundation and belling bucket, Daryl Richardson
- Re: Drilled foundation and belling bucket, Mark Baker
- Re: Drilled foundation and belling bucket, Davis Parsons
- <Possible follow-ups>
- Drilled foundation and belling bucket, Roger Turk
- RE: Drilled foundation and belling bucket, Sprague, Harold O.
- RE: Drilled foundation and belling bucket, BCainse
- Re: E of granite and marble, Forrest Braun
- <Possible follow-ups>
- Re: E of granite and marble, bmartin801
- Re: E of granite and marble, Mike Perakis
- Re: Snow Drift, vicpeng
- Re: Snow Drift, Daryl Richardson
- Re: Snow Drift, Forrest Braun
- Re: Snow Drift, Dave Evans
- RE: Snow Drift, Barry H. Welliver
- RE: Snow Drift, Matthew Stuart
- <Possible follow-ups>
- Re: Snow Drift, Reza Dashti Asl
- RE: Snow Drift, Haan, Scott M.
- Re: Snow Drift, Ed . Haninger
- RE: Snow Drift, Effland, Greg
- RE: Snow Drift, Effland, Greg
- Snow Drift, Meyer, Jonathan
- RE: Snow Drift,
Sprague, Harold O.
- Q: Sheet Metal Gage Thicknesses?,
Bill Polhemus
- Re: Sheet Metal Gage Thicknesses?, John Goodman
- Re: Q: Sheet Metal Gage Thicknesses?, Daryl Richardson
- Re: Sheet Metal Gage Thicknesses?, Nels Roselund, SE
- Re: Snow Drift, Daryl Richardson
- Q: Sheet Metal Gage Thicknesses?,
Bill Polhemus
- RE: Snow Drift, Sprague, Harold O.
- RE: Snow Drift, Neil Moore
- Re: Snow Drift,
Bruce Hopper
- Re: Snow Drift, Daryl Richardson
- Snow Drift,
Steven Mallett
- Re: Snow Drift,
vicpeng
- Re: Snow Drift, Rick Burch
- Re: Snow Drift, vicpeng
- Re: Snow Drift, Rick Burch
- Re: Snow Drift, vicpeng
- Re: Snow Drift, Daryl Richardson
- Re: Snow Drift, Rick Burch
- Re: Snow Drift, Daryl Richardson
- Re: Snow Drift, Daryl Richardson
- Re: Snow Drift, Randy Vogelgesang
- RE: Snow Drift, Jake Watson
- Re: Snow Drift,
vicpeng
- RE: Snow Drift, Paul Crocker
- RE: Snow Drift, Eric Green
- Re: Snow Drift, Roger Turk
- RE: Snow Drift, Effland, Greg
- RE: Seismic Expansion Joints,
Jake Watson
- RE: Seismic Expansion Joints, Gerard Madden
- <Possible follow-ups>
- Re: structructural pounding, syed faiz ahmad
- Re: structructural pounding, Stanley E Scholl
- RE: Sheet Metal Gage Thickness'?, Bill Polhemus
- Re: Existing Building Upgrades., Nels Roselund, SE
- Re: Existing Building Upgrades., Nels Roselund, SE
- RE: Existing Building Upgrades., Jake Watson
- Re: volume of intersecting cones inside of a cylinder, Cratylus Consulting Group
- <Possible follow-ups>
- RE: volume of intersecting cones inside of a cylinder,
Bruce Hopper
- collision load,
Min Young Park
- Re: collision load, Ken Peoples
- collision load,
Min Young Park
- <Possible follow-ups>
- RE: collision load, Bruce Hopper
- RE: collision load,
Eric Green
- Re: collision load, Daryl Richardson
- RE: collision load,
Sprague, Harold O.
- Progressive Collapse - was "collision load", Ken Peoples
- Re: collision load, MSSROLLO
- RE: collision load,
Eric Green
- Re: collision load, Daryl Richardson
- RE: collision load, Eric Green
- RE: Assocations, Bill Polhemus
- RE: Assocations,
Glenn Otto
- Re: Assocations,
Thom Alascio
- RE: Assocations, Bill Polhemus
- RE: Assocations, David Topete
- RE: Assocations, Glenn Otto
- Re: Assocations,
Thom Alascio
- RE: Assocations, vlad
- RE: Assocations,
Tom Bayne
- RE: Assocations, nblackburn
- Re: Assocations, Alden Manipula, E.I.T.
- Re: Assocations, Cratylus Consulting Group
- <Possible follow-ups>
- RE: Assocations, fdarammx
- RE: Assocations, Haan, Scott M.
- Re: Assocations, Rbengrguy
- Re: Assocations,
Christopher Wright
- Re: Assocations,
Neil Moore
- RE: Assocations, Bill Polhemus
- Re: Assocations,
Neil Moore
- Re: Assocations, MSSROLLO
- Re: Lateral pressure of water, Padmanabhan Rajendran
- <Possible follow-ups>
- RE: Lateral pressure of water,
Sherman, William
- RE: Lateral pressure of water, Dennis Wish
- Re:Lateral pressure of water, TBenson
- RE: Lateral pressure of water, Eric Green
- RE: Lateral pressure of water, Christopher Wright
- <Possible follow-ups>
- Re: Associations, MSSROLLO
- Re: Plating Bottom Flange of I-Beam, vicpeng
- Re: Plating Bottom Flange of I-Beam, Scott A. Dunham, PE
- <Possible follow-ups>
- FW: Plating Bottom Flange of I-Beam, LaCount, Curt
- RE: Plating Bottom Flange of I-Beam, Effland, Greg
- Re: Plating Bottom Flange of I-Beam, MSSROLLO
- RE: Plating Bottom Flange of I-Beam, Paul Crocker
- Re: Plating Bottom Flange of I-Beam, c2jimmy
- Re: Plating Bottom Flange of I-Beam, MSSROLLO
- Re: Wood shearwall anchorage to concrete in California, Samir Ghosn
- <Possible follow-ups>
- Re: Wood shearwall anchorage to concrete in California,
Ed . Haninger
- Re: Wood shearwall anchorage to concrete in California, Daryl Richardson
- Re: Wood shearwall anchorage to concrete in California, Pat Clark
- Re: Wood shearwall anchorage to concrete in California,
nrw 222
- RE: Wood shearwall anchorage to concrete in California,
John Buchanan
- RE: Wood shearwall anchorage to concrete in California, Dennis Wish
- Re: Wood shearwall anchorage to concrete in California, Cratylus Consulting Group
- RE: Wood shearwall anchorage to concrete in California, Dennis Wish
- RE: Wood shearwall anchorage to concrete in California,
John Buchanan
- Re: Wood shearwall anchorage to concrete in California,
nrw 222
- Re: Wood shearwall anchorage to concrete in California, Daryl Richardson
- Re: Wood Shearwall anchorage to concrete in California, COEngineer
- Re: Wood shearwall anchorage to concrete in California, Stanley E Scholl
- RE: Wood shearwall anchorage to concrete in California, Steve Widmayer
- Re: Flat Car steel yeild strength, Mark Baker
- Re: "Zee"-Shape Purlins Resisting Uplift Loads, James Hannah
- <Possible follow-ups>
- RE: "Zee"-Shape Purlins Resisting Uplift Loads, Effland, Greg
- RE: "Zee"-Shape Purlins Resisting Uplift Loads,
Francois Rambau
- Re: "Zee"-Shape Purlins Resisting Uplift Loads, Mark D. Anderson PE
- <Possible follow-ups>
- RE: Seismic Zoning for Rift Valley/Red Sea Regions, Sprague, Harold O.
- RE: Snow Drift (Rooftop Unit),
Dennis Wish
- RE: Snow Drift (Rooftop Unit), Randy Vogelgesang
- Re: Using Grade 8 Bolts for A490N, Davis Parsons
- Re: Using Grade 8 Bolts for A490N,
Mark D. Anderson PE
- Re: Using Grade 8 Bolts for A490N, David Sharp
- Re: CONNECTION DETAIL, James Hannah
- Re: CONNECTION DETAIL, Fabio Zárate
- RE: temp. shoring, Jake Watson
- RE: temp. shoring, Matthew Stuart
- <Possible follow-ups>
- Re: temp. shoring, ASLCSE
- RE: temp. shoring, Ed . Haninger
- Re: temp. shoring, BCainse
- Re: temp. shoring,
MJSLAYSMAN
- ACI 307-98, reinforcement ratio, Arturo Martinez
- <Possible follow-ups>
- Bolt Size, G Vishwanath
- <Possible follow-ups>
- RE: Engineering Ethics,
Caldwell, Stan
- concrete diaphragm chords,
Tarek Mokhtar
- RE: concrete diaphragm chords, Gerard Madden
- RE: concrete diaphragm chords, Tarek Mokhtar
- RE: Engineering Ethics,
Matthew Stuart
- RE: Engineering Ethics, Bill Polhemus
- RE: Engineering Ethics, Matthew Stuart
- concrete diaphragm chords,
Tarek Mokhtar
- RE: Engineering Ethics, Ray Pixley
- <Possible follow-ups>
- Free seminar By Dr. Astaneh, PE, on WTC and collapse prevention, Yousefi, Ben
- RE: Perforated Shear Wall,
Bill Allen, S.E.
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John Rose
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- Re: Perforated Shear Wall,
John Rose
- <Possible follow-ups>
- Re: Perforated Shear Wall,
Stanley E Scholl
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Tom Hammond
- RE: Perforated Shear Wall, Dennis Wish
- RE: Perforated Shear Wall, Dennis Wish
- RE: Perforated Shear Wall,
Tom Hammond
- RE: Perforated Shear Wall,
Haan, Scott M.
- Exterior Soffit wind load?,
ken kirkland
- RE: Exterior Soffit wind load?, Ed Najjarine
- RE: Exterior Soffit wind load?, ken kirkland
- RE: Perforated Shear Wall,
Dennis Wish
- Re: Perforated Shear Wall, chuckuc
- Exterior Soffit wind load?,
ken kirkland
- <Possible follow-ups>
- RE: cavity in the pile, Sprague, Harold O.
- <Possible follow-ups>
- RE: light weight grout, Sprague, Harold O.
- <Possible follow-ups>
- Re: Abrasion resistant plate (Triton?), Rich Beldyk
- RE: Abrasion resistant plate (Triton?), Sprague, Harold O.
- RE: Concrete Admixture For Topping Slab, Peter James
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- <Possible follow-ups>
- RE: Concrete Admixture For Topping Slab,
Sherman, William
- RE: Concrete Admixture For Topping Slab, Gerard Madden
- RE: Concrete Admixture For Topping Slab,
Sherman, William
- Re: Concrete Admixture For Topping Slab, Nels Roselund, SE
- <Possible follow-ups>
- Missing Persons for Class Reunion, Roger Turk
- Re: Frost Closets, Scott Maxwell
- RE: Glu lam beam impact loading, Ed Najjarine
- <Possible follow-ups>
- RE: Glu lam beam impact loading, Bülent Deveci
- Re: Glu lam beam impact loading,
MJSLAYSMAN
- RE: Glu lam beam impact loading, Dennis Wish
- RE: Glu lam beam impact loading, Dennis Wish
- Re: Old Tilt Walls, Maxwell
- Re: Old Tilt Walls, Nels Roselund, SE
- RE: rho and frames, Ed Najjarine
- <Possible follow-ups>
- RE: rho and frames, Francois Rambau
- Re: Wind Codes / Documents, Scott Maxwell
- <Possible follow-ups>
- RE: Wind Codes / Documents, Michael Bryson
- Re: Wind Codes / Documents,
Charpentier Joe
- Re: Wind Codes / Documents, Scott Maxwell
- <Possible follow-ups>
- Re: seaint Digest for 22 Jun 2002,
Rula Katkhuda
- Re: seaint Digest for 22 Jun 2002, R.P. Mehrotra/str
- Re: structural specifications, Simon
- <Possible follow-ups>
- Re: structural specifications, Stanley E Scholl
- Re: California Code Update, Scott Maxwell
- RE: California Code Update, nblackburn
- <Possible follow-ups>
- RE: California Code Update,
Yousefi, Ben
- RE: California Code Update, nblackburn
- RE: California Code Update, Yousefi, Ben
- Re: Unreasonable Building Official ?, Nels Roselund, SE
- Re: Unreasonable Building Official ?,
Paul Feather
- Re: Unreasonable Building Official ?, chuckuc
- fused braces,
burak sari
- Re:David Pomerleau, vicpeng
- Re: fused braces,
Nels Roselund, SE
- Re: fused braces, Scott Maxwell
- Re: fused braces, Nels Roselund, SE
- <Possible follow-ups>
- Re: Unreasonable Building Official ?, MJSLAYSMAN
- Re: Unreasonable Building Official ?, EphHirsch
- Re: Unreasonable Building Official ?,
BCainse
- RE: Unreasonable Building Official ?,
Bill Polhemus
- RE: Unreasonable Building Official ?, Robert M. Hanson
- RE: Unreasonable Building Official ?, Dennis Wish
- RE: Unreasonable Building Official ?,
Bill Polhemus
- Re: Unreasonable Building Official ?,
Stanley E Scholl
- RE: Unreasonable Building Official ?, Dennis Wish
- RE: Unreasonable Building Official ?, Haan, Scott M.
- Re: Unreasonable Building Official ?, ECVAl3
- Re: Sidewalk frost heave, Forrest Braun
- Re: Sidewalk frost heave, Daryl Richardson
- <Possible follow-ups>
- RE: Reasoned with Bldg Official, Haan, Scott M.
- <Possible follow-ups>
- RE: NEHRP Map, Mark Pemberton
- RE: Timber Bulkhead Design Software, Glenn Otto
- Re: your mail, Scott Maxwell
- <Possible follow-ups>
- Re: SMRF and connections, Rick . Drake
- RE: SMRF and connections, Haan, Scott M.
- <Possible follow-ups>
- Re: fused braces,
Stanley E Scholl
- Re: fused braces,
burak sari
- Re: fused braces, Simon
- Re: fused braces, Scott Maxwell
- Re: fused braces, Nels Roselund, SE
- Re: fused braces,
burak sari
- Re: fused braces, Bülent Deveci
- RE: Wave action, Frank Yang
- Re: Wave action, Padmanabhan Rajendran
- <Possible follow-ups>
- Re: Wave action, Bill_Coulbourne
- Re: Coef Friction Timber/Steel, Fabio Zárate
- <Possible follow-ups>
- Re: Coef Friction Timber/Steel,
Christopher Wright
- Re: Coef Friction Timber/Steel, vicpeng
- Re: Coef Friction Timber/Steel,
Christopher Wright
- Re: Coef Friction Timber/Steel, vicpeng
- <Possible follow-ups>
- RE: Prestressed Concrete Beams with Large Web Openings, Lacey, Kevin J.
- RE: Prestressed Concrete Beams with Large Web Openings, Dellies, Teresa
- Re: Prestressed Concrete Beams with Large Web Openings, Ed . Haninger
- Re: Prestressed Concrete Beams with Large Web Openings, Himat Solanki
- Re: Prestressed Concrete Beams with Large Web Openings, GSKWY
- Re: Trus Joist Software, vicpeng
- Re: Trus Joist Software, Neil Moore
- Re: IBC 705.1 fire wall stability, Scott Maxwell
- <Possible follow-ups>
- RE: IBC 705.1 fire wall stability, Yousefi, Ben
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Greg Meyer
- <Possible follow-ups>
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Tom Bodkin
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Mark Gilligan
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Sherman, William
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Lutz, James
- RE: Problem with Bouyancy for a Reinforced Concrete Tank, Sherman, William
- Re: Low compressive strength - grout, Scott Maxwell
- RE: Low compressive strength - grout, Jake Watson
- <Possible follow-ups>
- RE: Low compressive strength - grout, Peter Griem
- Re: FW: needed expertise. - New Nigerian Scam Artist,
Neil Moore
- RE: FW: needed expertise. - New Nigerian Scam Artist, Dennis Wish
- <Possible follow-ups>
- Re: FW: needed expertise. - New Nigerian Scam Artist, Christopher Wright
- RE: FW: needed expertise. - New Nigerian Scam Artist, Christopher Wright
- Re: FW: needed expertise. - New Nigerian Scam Artist, Mlcse
- <Possible follow-ups>
- Re: Nigerian Scams, Ray Pixley
- Re: Promoting Structural Engineering (formerly - New Nigerian, Bobby Jenkins, PE
- RE: Promoting Structural Engineering (formerly - New Nigerian, Dennis Wish
- <Possible follow-ups>
- RE: Promoting Structural Engineering (formerly - New Nigerian, Christopher Wright
- Re: Promoting Structural Engineering (formerly - New Nigerian, Rbengrguy
- RE: Promoting Structural Engineering (formerly - New Nigerian, Christopher Wright
- <Possible follow-ups>
- Re: Welcome Portals, Christopher Wright
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