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SEAINT Mail Archive 2002 (Apr-Jun)

Civil and Structural Engineering discussions by date

www.seaintarchive.org

• About this archive / Index
• Messages sorted by: [Thread] [Subject] [Author]

Site Search: Need a book? Civil and Structural Engineering book recommendations...
 

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Messages: 1972

Mon Apr 01 07:53:13 GMT 2002

• Re: seaint Digest for 31 Mar 2002, Renee Strand
• RE: Promoting Engineering ????, Matthew Stuart
• RE: aci 318-02, Roger Davis
• Helicopter Downwash, Matthew Stuart
• 4x4 Question, M. David Finley, P.E.
• Re: 4x4 Question, Mike Perakis
• Re: ASTM F1554 anchor rods (was ASTM A307 Bolts), Nels Roselund, SE
• RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
• Re: Seismic Joint Size, Ed . Haninger
• RE: aci 318-02, Lutz, James
• Re: 4x4 Question, Daryl Richardson
• RC Slab, Alden Manipula, E.I.T.
• RE: RC Slab, Roger Davis
• RE: Seismic Joint Size, Peter Griem
• Re: Seismic Joint Size, GSKWY
• Re: ASTM F1554 anchor rods (was ASTM A307 Bolts), Nels Roselund, SE
• RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
• Re: Seismic Joint Size, Scott Maxwell
• Re: 4x4 Question, chuckuc
• RE: 4x4 Question, George Richards P.E.
• RE: RC Slab, Sherman, William
• CAD Layer Standards, Bill Polhemus
• RE: CAD Layer Standards, Yuping Huang
• RE: Promoting Engineering ????, Caldwell, Stan
• Re: RC Slab, Paul Feather
• Re: RC Slab, Daryl Richardson
• Re: ASTM F1554 anchor rods (was ASTM A307 Bolts), Ed . Haninger

Tue Apr 02 00:22:52 GMT 2002

• Re: RC Slab, GSKWY
• RE: RC Slab, Lutz, James
• Missing the Big Picture, Rbengrguy
• RE: Missing the Big Picture, Lutz, James
• RE: RC Slab, Cliff Schwinger
• Re: Missing the Big Picture, Forrest Braun
• Re: RC Slab, R.P. Mehrotra/str
• Re: seaint Digest for 1 Apr 2002, Renee Strand
• Re: RC Slab, Jim Getaz
• Beach House - Foundation, Gary Gill
• RE: Beach House - Foundation, Bill Polhemus
• Need help on design of 32 storey R.C.Structure, Himat Solanki
• paid help needed for a MA registered PE in Civil, Structural or M echanical, Cheng, Peter
• 4x4 Question, AWCInfo
• Lateral loads, AWCInfo
• Re: paid help needed for a MA registered PE in Civil, Structural or M echanic..., LEDSTRUCTURES
• FW: INVERSET BRIDGE SYSTEM, Frayne, Benjamin
• Re: Beach House - Foundation, Jnapd
• Lateral loads on existing buildings., Bill Marczewski
• Re: Lateral loads on existing buildings., Jnapd
• Firewalls, Jim Kestner
• RE: Lateral loads on existing buildings., Bill Allen, S.E.
• URM upgrade for wind loads, fred flintstone
• Presentation by Mel Green 4/11, Becker, Rick
• Re: URM upgrade for wind loads, Gerard Madden, PE

Wed Apr 03 00:48:06 GMT 2002

• RE: RC Slab, Cliff Schwinger
• Re: Lateral loads on existing buildings., Jason Emoto
• RE: URM upgrade for wind loads, Cliff Schwinger
• RE: Stripping Times, Raul Labbé
• Re: URM upgrade for wind loads, Nels Roselund, SE
• Re: seaint Digest for 2 Apr 2002, Renee Strand
• Structural Engrg. Review Workshops in LA & SF Bay area, StructuralReview
• Re: URM upgrade for wind loads, fred flintstone
• RE: URM upgrade for wind loads, Bill Polhemus
• Distribution Factors for Concentrated Loads (WAS: RE: Residential Garage (Help!)), Bill Polhemus
• Re: Firewalls, Randy Diviney
• ANSI (LOAD COMBINATIONS), zayed
• Re: RC Slab, Alden Manipula, E.I.T.
• Re: Lateral loads on existing buildings, Fred M. Turner
• RE: Firewalls, Jim Kestner
• RE: Firewalls, Mitchell J. Sklar
• RE: Firewalls, Jason Emoto
• Posttension long-term serviceability, Nels Roselund, SE
• RE: Firewalls, Mark E. Deardorff
• RE: Firewalls, Jim Kestner
• RE: Firewalls, Matthew Stuart
• RE: Firewalls - FUSEABLE FIRE LINK CONNECTORS, Matthew Stuart
• RE: Firewalls, Paul Crocker
• RE: Firewalls, Mitchell J. Sklar
• Re: Distribution Factors for Concentrated Loads (WAS: RE: Residential Garage (Help!)), Ivan Lippi
• RE: Distribution Factors for Concentrated Loads (WAS: RE: Residential Garage (Help!)), Glenn Otto
• Re: Posttension long-term serviceability, Daryl Richardson
• RE: Firewalls, Scott Maxwell
• Liability / reponsibility issue, Albert Meyer
• Re: Firewalls, Daryl Richardson
• Re: Posttension long-term serviceability, GSKWY
• Re: Liability / reponsibility issue, Daryl Richardson
• RE: Liability / reponsibility issue, Albert Meyer
• RE: Posttension long-term serviceability, Sprague, Harold O.
• Re: Firewalls, Scott Maxwell

Thu Apr 04 02:19:24 GMT 2002

• Re: Liability / reponsibility issue, Roger Turk
• IBC 2002 Cumulative Update, Roger Turk
• Re: Posttension long-term serviceability, r nester
• Re: Posttension long-term serviceability, Mark Geoghegan
• Re: seaint Digest for 3 Apr 2002, Renee Strand
• RE: IBC 2002 Cumulative Update, Jason Kilgore
• RE: IBC 2002 Cumulative Update, Roger Turk
• RE: IBC 2002 Cumulative Update, Eric Green
• Gusset Plate, Amy Ellis
• RE: Posttension long-term serviceability, Nicholas Blackburn
• RE: Gusset Plate, Ron Hill
• RE: Gusset Plate, Jim Kestner
• RE: Gusset Plate, Albert Meyer
• Wind lo on bridgesad, Ampuero, Jhon
• RE: Gusset Plate, Jason Emoto
• RE: Wind lo on bridgesad, Frayne, Benjamin
• RE: Gusset Plate, Scott, William N.
• RE: Wind lo on bridgesad, Ampuero, Jhon
• ASD collectors, David Topete
• Blodget Book, Tom . Hunt
• RE: Blodget Book, Haan, Scott M.
• RE: Blodget Book, Jason Kilgore
• Re: Blodget Book, Gerard Madden, PE
• Re: ASD collectors, Gerard Madden, PE
• RE: Blodget Book, Albert Meyer
• RE: ASD collectors, Michael Bryson
• Blodgett book, Glenn Otto
• RE: Blodget Book, Scott, William N.
• Re: ASD collectors, Rick . Drake
• Post-tensioned steel frames, Armijo, John J (PWCSD 420)
• RE: ASD collectors, Christopher Wright
• Re: Post-tensioned steel frames, GSKWY
• Re: ASD collectors (The 1.7 factor), Mark D. Anderson PE
• Re: Blodget Book, Ivan Lippi
• RE: ASD collectors, Yousefi, Ben
• Re: Firewalls, Daryl Richardson
• Re: Blodget Book, Scott Maxwell
• Distribution Factors for Concentrated Loads, Dan Morrow

Fri Apr 05 01:25:47 GMT 2002

• Nominations for up and coming ENGINEERS, Rbengrguy
• RE: Nominations for up and coming ENGINEERS, Bill Polhemus
• Re: seaint Digest for 4 Apr 2002, Renee Strand
• Pre-fab building uplift, Gary Gill
• RE: Pre-fab building uplift, Brian K. Smith
• change of ownership, Jeff Smith
• Re: change of ownership, Stanley E Scholl
• post tensioned concrete, David L. Fisher
• Re: Nominations for up and coming ENGINEERS, Jnapd
• Re: post tensioned concrete, Paul Feather
• RE: post tensioned concrete, David L. Fisher
• Re: change of ownership, Jnapd
• RE: change of ownership, Paul Crocker
• RE: post tensioned concrete, Nicholas Blackburn
• RE: post tensioned concrete, David L. Fisher
• Re: post tensioned concrete, Gerard Madden, PE
• Re: CAD Layer Standards, richard lewis
• RE: CAD Layer Standards, Sprague, Harold O.
• Air Content in Concrete, Shakil Syed
• Impact Fsctor for Train Loads-AREMA 1999, Munoz, Pedro
• Re: Air Content in Concrete, Alden Manipula, E.I.T.
• Re: Pre-fab building uplift, Jnapd
• RE: Pre-fab building uplift, Gary Ehrlich
• RE: Pre-fab building uplift, Lutz, James
• RE: Impact Fsctor for Train Loads-AREMA 1999, Arteaga, Ulises
• Re: Air Content in Concrete, Stanley E Scholl
• RE: Pre-fab building uplift, Matthew Stuart
• RE: Pre-fab building uplift, syed faiz ahmad
• 1991 UBC - Reduction of Uniform Distributed Live Load, Bill Polhemus
• RE: 1991 UBC - Reduction of Uniform Distributed Live Load, Goodson, Mary/SFO
• Re: post tensioned concrete, Gil Brock

Sat Apr 06 00:34:46 GMT 2002

• RE: post tensioned concrete, Mark Geoghegan
• www.skyscrapers.com, Rbengrguy
• Re: seaint Digest for 5 Apr 2002, Renee Strand
• RE: seaint Digest for 5 Apr 2002, Foy, Warren
• Re: seaint Digest for 5 Apr 2002, vicpeng
• Re: Air Content in Concrete, syed faiz ahmad
• Re: Air Content in Concrete, GSKWY

Sun Apr 07 00:48:27 GMT 2002

• RE: seaint Digest for 5 Apr 2002, Bill Polhemus
• Reinforcing designations, jccpc

Mon Apr 08 03:25:40 GMT 2002

• Tower crane seismic design specification, Jeng-Wei Li
• Re: cancelling email, TRIEUNGUYEND
• RE:Air Content in Concrete, Meyer, Jonathan
• Re: seaint Digest for 5 Apr 2002, David Sharp
• RE: seaint Digest for 5 Apr 2002, Roger Davis
• Single-plate shear connections on HSS columns, Michael Hemstad
• Utility Pipes, M. David Finley, P.E.
• Re: Single-plate shear connections on HSS columns, Davin Weinhardt
• RE: IBC 2002 Cumulative Update, Francois Rambau
• Re: Utility Pipes, Daryl Richardson
• LPI 20 series, Djebli, Ahcene
• Re: Single-plate shear connections on HSS columns, Davis Parsons
• RE: IBC 2002 Cumulative Update, Roger Turk
• RE: seaint Digest for 29 Mar 2002, Roger Davis
• Re: Reinforcing designations, Nels Roselund, SE
• Reinforcing designation, Mark Geoghegan
• Re: Reinforcing designation, jccpc
• Reinforcing designations, Roger Turk
• RE: Reinforcing designations, Mark Geoghegan
• technical writing, Greg Meyer
• Re: technical writing, syed faiz ahmad
• Re: Utility Pipes, syed faiz ahmad
• Re: technical writing, Rick . Drake
• Re: Reinforcing designation, Forrest Braun
• Re: technical writing, Luís
• RE: Reinforcing designation, Mark Geoghegan
• Re: technical writing, Scott Maxwell
• shear transfer, Tarek Mokhtar
• Re: technical writing, John W. Sieszycki
• RE: technical writing, David Compton, PE
• RE: shear transfer, Haan, Scott M.
• RE: Reinforcing designations, Jason Kilgore

Tue Apr 09 00:48:15 GMT 2002

• Re: technical writing, GSKWY
• Re: technical writing, Scott Maxwell
• Re: technical writing, Christopher Wright
• Re: technical writing, GSKWY
• Re: seaint Digest for 5 Apr 2002, Jim Getaz
• Re: technical writing, Ted Cushman
• Re: Reinforcing designations, jccpc
• RE: LPI 20 series, Dave Nuttall
• RE: shear transfer, Tarek Mokhtar
• RE: Utility Pipes, Albert Ford
• Re: shear transfer, Nels Roselund, SE
• RE: technical writing, Rodriguez, Marlou
• RE: technical writing, Bill Polhemus
• Re: shear transfer, Tarek Mokhtar
• Re: shear transfer, Jason Emoto
• Foundation Cracks, Fariborz Tehrani
• Re: Foundation Cracks, Daryl Richardson
• Concentrated Loads on Steel Joists (LONG), Bill Polhemus
• RE: shear transfer, Haan, Scott M.
• Riverside County California - Engineer with E&O needed for skate park project, Dennis Wish
• Re: Riverside County California - Engineer with E&O needed for skate park pro..., Jnapd
• Concentrated Loads on Steel Joists (LONG, Roger Turk

Wed Apr 10 00:51:41 GMT 2002

• RE: Concentrated Loads on Steel Joists (LONG), Matthew Stuart
• RE: change of ownership, Jeff Smith
• Galvanization, milad mosbah
• Longitudinal Shear stress for "sistered beams", Hyndman, Keith
• RE: Longitudinal Shear stress for "sistered beams", Matthew Stuart
• Blast Pressure, Rielly, Paul
• Re: Riverside County California - Engineer with E&O needed for skate park project, Stanley E Scholl
• RE: change of ownership, Craig Hawe
• RE: Galvanization, Carter, Charlie
• Re: Longitudinal Shear stress for "sistered beams", JamesFulton
• RE: BLAST PRESSURE, Rich Beldyk
• Re: Riverside County California - Engineer with E&O needed for skate park project, Stanley E Scholl
• Longitudinal Shear stress for "sistered, Roger Turk
• Re: Galvanization, Tom . Hunt
• Blast Loading, Bruce Davison, P.Eng.
• Re: change of ownership, Paul Feather
• RE: Longitudinal Shear stress for "sistered beams", Lutz, James
• RE: Blast Pressure, Pappas, Glen Lt Col USAF
• RE: Blast Pressure, Sprague, Harold O.
• RE: BLAST PRESSURE, Foy, Warren
• Re: BLAST PRESSURE, Nels Roselund, SE
• Re: Single-plate shear connections on HSS columns, Abolhassan Astaneh-Asl
• Re: change of ownership, Daryl Richardson
• RE: Blast Pressure, Albert Meyer
• Re: Foundation Cracks, Fariborz Tehrani
• RE: Blast Pressure, Sprague, Harold O.
• RE: shear transfer, Tarek Mokhtar
• Wire fabric versus Glass fibers ?, Munoz, Pedro
• Acad 2002 Plotting, Gerard Madden, PE
• Re: Concentrated Loads on Steel Joists (LONG), Daryl Richardson
• Glass Fibers, Bob Freeman
• RE: Wire fabric versus Glass fibers ?, Roger Davis
• RE: Wire fabric versus Glass fibers ?, Sprague, Harold O.
• Re: Wire fabric versus Glass fibers ?, GSKWY
• RE: Wire fabric versus Glass fibers ?, Scott Maxwell
• RE: Concentrated Loads on Steel Joists (LONG), Caldwell, Stan
• RE: Wire fabric versus Glass fibers ?, Sprague, Harold O.
• Beams curved in plane, Sherman, William
• Re: Wire fabric versus Glass fibers ?, Scott Maxwell
• Fw: Acad 2002 Plotting, Gerard Madden, PE
• RE: Utility Pipes, syed faiz ahmad
• RE: Concentrated Loads on Steel Joists (LONG), Mark E. Deardorff
• Re: Graphics on SEAINT - was BLAST PRESS, Roger Turk
• RE: Concentrated Loads on Steel Joists (LONG), Michael Bryson
• Re: change of ownership, chuckuc

Thu Apr 11 00:20:04 GMT 2002

• RE: Beams curved in plane, Peter Griem
• Re: Graphics on SEAINT - was BLAST PRESSURES, Mark Geoghegan
• Re: Graphics on SEAINT - was BLAST PRESSURES, Nels Roselund, SE
• sampling fresh concrete, Cliff Schwinger
• question about OSHA steel erection standard, Cliff Schwinger
• RE: sampling fresh concrete, Michael Bryson
• RE: Graphics on SEAINT - was BLAST PRESSURES, Mark Geoghegan
• Blast Pressure, Himat Solanki
• RE: change of ownership, Jeff Smith
• RE: sampling fresh concrete, Foy, Warren
• Shear Key at Base of Conc. Wall, Tripp Howard
• sampling fresh concrete, Jim Getaz
• RE: Beams curved in plane, Roger Turk
• Re: sampling fresh concrete/quartering method!, syed faiz ahmad
• Re: Steel Channel Bending - Lr Values, Davis Parsons
• RE: Steel Channel Bending - Lr Values, Rogers, Robert
• RE: Shear Key at Base of Conc. Wall, Sprague, Harold O.
• RE: Shear Key at Base of Conc. Wall, Lutz, James
• Re: question about OSHA steel erection standard, Daryl Richardson
• re: FEMA 310, Fred M. Turner
• Re: technical writing, ken kirkland
• RE: Shear Key at Base of Conc. Wall, Sherman, William
• RE: question about OSHA steel erection standard, Sprague, Harold O.
• RE: Beams curved in plane, Sprague, Harold O.
• RE: technical writing, Scott, William N.
• RE: Beams curved in plane, Carter, Charlie
• RE: Shear Key at Base of Conc. Wall, Sherman, William
• RE: technical writing, Greg Meyer
• Re: Shear Key at Base of Conc. Wall, Daryl Richardson
• RE: question about OSHA steel erection s, Roger Turk
• '97 UBC section 2316 comparision to 2000 IBC section 2306, utej
• Re: Longitudinal Shear stress for "sistered beams", John MacLean
• OSHA or other standards, Reynold Franklin
• RE: technical writing, Rich Beldyk
• RE: Shear Key at Base of Conc. Wall, Tripp Howard
• RE: technical writing, Jason Kilgore
• RE: Shear Key at Base of Conc. Wall, Glenn Otto
• Failed masonry wall, Alden Manipula, E.I.T.
• Re: FEMA 310, Scott Maxwell
• FEMA 310, Zoran Milenkovic
• Steel Channel Bending - Lr Values, Rogers, Robert
• NDS TABLE 8.2A, Jesse D. Moore
• RE: question about OSHA steel erection s, Sprague, Harold O.
• Re: Shear Key at Base of Conc. Wall, syed faiz ahmad
• RE: question about OSHA steel erection s, Foy, Warren
• Re: Failed masonry wall, Tarek Mokhtar
• RE: question about OSHA steel erection s, Sprague, Harold O.
• RE: Failed masonry wall, Sprague, Harold O.

Fri Apr 12 00:12:33 GMT 2002

• RE: question about OSHA steel erection standard, Cliff Schwinger
• RE: Failed masonry wall, Cliff Schwinger
• Re: Shear Key at Base of Conc. Wall, Tripp Howard
• RE: Graphics on SEAINT - was BLAST PRESSURES, Brent Koch
• RE: Failed masonry wall, Brent Koch
• RE: '97 UBC section 2316 comparision to 2000 IBC section 2306, Haan, Scott M.
• RE: Failed masonry wall, Michael Bryson
• Re: NDS TABLE 8.2A, Jesse D. Moore
• NDS TABLE 8.2A, Roger Turk
• RE: Failed masonry wall, Peter Griem
• Re: Failed masonry wall, Tripp Howard
• Welded Wire Fabric, GSKWY
• RE: Welded Wire Fabric, Foy, Warren
• RE: Shear Key at Base of Conc. Wall, Peter James
• Re: Failed masonry wall, Alden Manipula, E.I.T.
• '97 UBC section 2316 comparision to 2000 IBC section 2306, AWCInfo
• RE: Welded Wire Fabric, Jim Kestner
• Re: Welded Wire Fabric, Neil Moore
• Re: Welded Wire Fabric, Conrad Guymon
• Re: Welded Wire Fabric, richard lewis
• Re: Welded Wire Fabric, Scott Maxwell
• Re: Welded Wire Fabric, GSKWY
• Re: Welded Wire Fabric, Tripp Howard
• Re: Welded Wire Fabric, Neil Moore
• Re: Welded Wire Fabric, jccpc
• Wood splits and checks, Paul Feather
• Re: NDS TABLE 8.2A, Roger Turk
• Re: Shear Key at Base of Conc. Wall, syed faiz ahmad
• Re: Shear Key at Base of Conc. Wall, syed faiz ahmad
• Re: Shear Key at Base of Conc. Wall, vicpeng
• Re: Welded Wire Fabric, chuckuc
• RE: Shear Key at Base of Conc. Wall, Sprague, Harold O.
• FW: Blistering Basin Coating, Blomberg, Paul
• Re: Welded Wire Fabric, Scott Maxwell
• Re: Welded Wire Fabric, Mlcse
• Re: Shear Key at Base of Conc. Wall, chuckuc
• RE: Shear Key at Base of Conc. Wall, Sprague, Harold O.
• RE: Single-plate shear connections on HSS columns, Carter, Charlie
• Re: Shear Key at Base of Conc. Wall, ken kirkland
• Re: Welded Wire Fabric, ken kirkland
• Re: Shear Key at Base of Conc. Wall, Tom . Hunt
• Re: NDS TABLE 8.2A, Nels Roselund, SE
• Bottom of masonry walls, Foy, Warren
• RE: Blistering Basin Coating, Sprague, Harold O.
• Re: FW: Blistering Basin Coating, Tom . Hunt
• RE: Bottom of masonry walls, Michael Bryson
• Re: Wood splits and checks, Conrad Guymon
• RE: Bottom of masonry walls, Sprague, Harold O.
• RE: Welded Wire Fabric, Sprague, Harold O.
• Single-plate shear connections on HSS columns, Michael Hemstad

Sat Apr 13 00:10:23 GMT 2002

• Re: Single-plate shear connections on HSS columns, Mark D. Anderson PE
• Re: '97 UBC section 2316 comparision to 2000 IBC section 2306, utej
• Blistering Basin Coating, Blomberg, Paul
• Re: Welded Wire Fabric, Mark Nowmos
• Re: Wood splits and checks, Scott Maxwell
• Treating Expansion Joints, Vijay K. Patil
• RE: Bottom of masonry walls, Foy, Warren
• RE: Welded Wire Fabric, Sprague, Harold O.
• RE: Treating Expansion Joints, Sprague, Harold O.
• Re: Treating Expansion Joints, jcse
• RE: Bottom of masonry walls, Jason Kilgore
• Re: NDS TABLE 8.2A, Jesse D. Moore
• SEAKM Annual Meeting, Jason Kilgore
• RE: Bottom of masonry walls, Peter Griem
• RE: Shear Key at Base of Conc. Wall, syed faiz ahmad
• Re: Treating Expansion Joints, syed faiz ahmad

Sun Apr 14 01:58:13 GMT 2002

• Re: Bottom of masonry walls, Cratylus Consulting Group
• Re: Welded Wire Fabric, GSKWY
• Re: Welded Wire Fabric, GSKWY
• BEAM'S TOP REINFORCEMENT, Ib sa
• Re: BEAM'S TOP REINFORCEMENT, Daryl Richardson
• Re: Treating Expansion Joints, Vijay K. Patil
• Re: BEAM'S TOP REINFORCEMENT, syed faiz ahmad
• Re: BEAM'S TOP REINFORCEMENT, Ib sa

Mon Apr 15 00:33:13 GMT 2002

• Re: BEAM'S TOP REINFORCEMENT, Scott Maxwell
• RE: Welded Wire Fabric, Tom Hammond
• Re: BEAM'S TOP REINFORCEMENT, Fabio Zárate
• Re: BEAM'S TOP REINFORCEMENT, R.P. Mehrotra/str
• Re: Treating Expansion Joints, R.P. Mehrotra/str
• 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
• UPV of concrete, raju mantripragada
• Tectum- evaluation, Peieng5590
• Re: BEAM'S TOP REINFORCEMENT, Syed A Masroor
• Re: Welded Wire Fabric/ACI DETAILING MANUAL, ACI-315, syed faiz ahmad
• RE: Welded Wire Fabric, Jason Kilgore
• Working for a condominium, IRV FRUCHTMAN
• RE: Working for a condominium, David L. Fisher
• RE: Welded Wire Fabric, Sprague, Harold O.
• RE: Tectum- evaluation, Scott Bernard
• Re: Wood splits and checks, Paul Feather
• slab on ground, yilmaz yuva
• Masonry Flashing at Base of Wall, Lutz, James
• RE: slab on ground, Sprague, Harold O.
• '97 UBC section 2316 comparision to 2000 IBC section 2306, AWCInfo
• Re: Masonry Flashing at Base of Wall, Cratylus Consulting Group
• RE: Masonry Flashing at Base of Wall, Lutz, James
• Mounting Attachment to Exterior Stud Walll, Michael Bryson
• Lookout Tower Steel, Caswell, Philip J
• Re: UPV of concrete, Tom . Hunt
• RE: Lookout Tower Steel, Lutz, James
• Testing Air Content in Concrete, Shakil Syed
• RE: Testing Air Content in Concrete, Sprague, Harold O.
• Re: Lookout Tower Steel, David Sharp
• Re: Tectum- evaluation, Richard L. Hess
• Re: UPV of concrete, syed faiz ahmad
• Re: Welded Wire Fabric, syed faiz ahmad
• RE: Testing Air Content in Concrete, Sherman, William
• Re: Masonry Flashing at Base of Wall, Cratylus Consulting Group
• Re: Working for a condominium, Nels Roselund, SE
• World Trade Center Workshop - Online, Sprague, Harold O.
• RE: Working for a condominium, David L. Fisher
• K-Bracing, RainCat1

Tue Apr 16 00:10:56 GMT 2002

• DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
• Re: '97 UBC section 2316 comparision to 2000 IBC section 2306, utej
• ASCE Forensic Seminar - Los Angeles Area, SCHFUN
• Re: Working for a condominium, Stanley E Scholl
• Re: UPV of concrete, Stanley E Scholl
• Re: Lookout Tower Steel, Christopher Wright
• Earthquake-Damaged Building, Buen Sasot
• Repair Codes, GSKWY
• Good Luck, Jason Kilgore
• PPI2PASS, Jason Kilgore
• Re: Earthquake-Damaged Building, desi j kiss
• Re: Earthquake-Damaged Building, Nels Roselund, SE
• RE: Earthquake-Damaged Building, Eric Green
• Re: Earthquake-Damaged Building, LEDSTRUCTURES
• WIND AND SAG RODS, Juan José Treff De la Mora
• RE: DOD Anti-terrorism Standard for Buildings, Foy, Warren
• RE: WIND AND SAG RODS, Matthew Stuart
• Aluminium Hollow Sections, LaCount, Curt
• RE: Earthquake-Damaged Building, Sprague, Harold O.
• RE: WIND AND SAG RODS, Sprague, Harold O.
• RE: Aluminum Hollow Sections, Sprague, Harold O.
• RE: WIND AND SAG RODS, Matthew Stuart
• RE: Aluminium Hollow Sections, Matthew Stuart
• Re: Earthquake-Damaged Building, desi j kiss
• Re: Earthquake-Damaged Building, jccpc
• Re: UPV of concrete, Bryan hottie
• Re: Earthquake-Damaged Building, M. David Finley, P.E.
• Brick Tie to Steel Column, richard lewis
• Re: Earthquake-Damaged Building, Bryan hottie
• RE: Brick Tie to Steel Column, Foy, Warren
• Re: Earthquake-Damaged Building, Cratylus Consulting Group
• RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
• Re: Earthquake-Damaged Building, syed faiz ahmad
• RE: Earthquake-Damaged Building, Mark Pemberton
• UPV REFERENCE, syed faiz ahmad
• Re: Earthquake-Damaged Building, desi j kiss
• WEBS AND FLANGES, Juan José Treff De la Mora
• REFERENCE, Juan José Treff De la Mora
• RE: Brick Tie to Steel Column, Zachary Goswick
• Re: Earthquake-Damaged Building, Christopher Wright

Wed Apr 17 01:05:20 GMT 2002

• RE: Aluminium Hollow Sections, Christopher Wright
• AISI C1018, utej
• International Existing Building Code (What is it?!), Cliff Schwinger
• Re: Earthquake-Damaged Building, Jeng-Wei Li
• Re: Earthquake-Damaged Building, Thom Alascio
• RE: WEBS AND FLANGES, Carter, Charlie
• Re: Earthquake-Damaged Building, Calvin Chang
• RE: International Existing Building Code (What is it?!), Roger Davis
• Re: AISI C1018, Christopher Wright
• Re: Earthquake-Damaged Building, Ray Pixley
• FW: Weld inspection requirements in IBC 2000 vs. UBC 1997, Skikas, Steve
• Steel Bar Grating Horizontal Shear Capacity, Meyer, Jonathan
• HSS bracing erection bolts, Ken Peoples
• RE: Earthquake-Damaged Building, Frayne, Benjamin
• Column Capacity for Reduced Bottom Section Properties, JamesFulton
• RE: Steel Bar Grating Horizontal Shear Capacity, Scott, William N.
• RE: International Existing Building Code (What is it?!), Rex Donahey
• RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Haan, Scott M.
• Re: Earthquake-Damaged Building, Vijay K. Patil
• RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Bob Shaw
• EARTH QUAKE DAMAGED STRUCTURES, syed faiz ahmad
• RE: Brick Tie to Steel Column, Jim Kestner
• RE: Weld inspection requirements in IBC 2000 vs. UBC 1997, Yousefi, Ben
• FW: International Existing Building Code (What is it?!), office
• Re: Steel Bar Grating Horizontal Shear Capacity, Daryl Richardson
• Steel Sheet Metal Thickness, Jonathan Mallard
• RE: Steel Bar Grating Horizontal Shear Capacity, Sprague, Harold O.
• RE: Earthquake-Damaged Building, Roger Turk
• Bus License, Gerard Madden, PE
• SIMPLY SUPPORTED BEAM V/S MIN. REINF., syed faiz ahmad
• RE: Steel Sheet Metal Thickness, Heath Mitchell
• Re: Earthquake-Damaged Building, Calvin Chang
• Re: Steel Bar Grating Horizontal Shear Capacity, Rick . Drake
• RE: International Existing Building Code (What is it?!), Mark Geoghegan
• RE: Steel Bar Grating Horizontal Shear Capacity, Matthew Stuart
• Re: Bus License, Jnapd
• Re: Column Capacity for Reduced Bottom Section Properties, Daryl Richardson
• Re: International Existing Building Code (What is it?!), Conrad Guymon
• RE: K-Bracing, Sprague, Harold O.

Thu Apr 18 00:11:38 GMT 2002

• re: HSS bracing erection bolts, Cliff Schwinger
• RE: Bus License, George Richards P.E.
• RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
• RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
• Re: Bus License, Stanley E Scholl
• Re: HSS bracing erection bolts, Mlcse
• Re: Bus License, Gerard Madden, PE
• Re: Bus License, Gerard Madden, PE
• CWEng, da
• Re: Column Capacity for Reduced Bottom Section Properties, Calvin Chang
• Re: CWEng, Rich Beldyk
• Re: Bus License, Larry Hauer
• RE: HSS bracing erection bolts, Sprague, Harold O.
• RE: K-Bracing, Evan . Jorgensen
• RE: Bus License, George Richards P.E.
• Re: Earthquake-Damaged Building - Benjamin J. Frayne, Sr., John K. Parsons
• RE: K-Bracing, Sprague, Harold O.
• Free Antivirus Software, Caldwell, Stan
• Re: HSS bracing erection bolts, Mark D. Anderson PE
• Re: Earthquake-Damaged Building - Benjamin J. Frayne, Sr., desi j kiss
• Free Antivirus Software, Caldwell, Stan
• RE: HSS bracing erection bolts, Sprague, Harold O.
• Re: Column Capacity for Reduced Bottom Section Properties, EphHirsch
• RE: HSS bracing erection bolts, Christopher Wright
• Thin wall steel tube, Paul Feather
• RE: Promoting Engineering ????, Haan, Scott M.
• RE: Promoting Engineering ????, Caldwell, Stan
• Re: Thin wall steel tube, Jnapd
• RE: Promoting Engineering ????, Haan, Scott M.
• RE: Thin wall steel tube, Armijo, John J (PWCSD 420)
• RE: Promoting Engineering ????, Christopher Wright
• RE: Bus License, Yousefi, Ben
• Re: Earthquake-Damaged Building, ASQENGG2
• Re: Earthquake-Damaged Building, LEDSTRUCTURES
• Re: Earthquake-Damaged Building, syed faiz ahmad
• Re: Promoting Engineering ????, GSKWY

Fri Apr 19 00:06:26 GMT 2002

• RE: Promoting Engineering ????, Haan, Scott M.
• RE: HSS bracing erection bolts, Cliff Schwinger
• Re: Bus License, BCainse
• Re: Bus License, BCainse
• Re: Bus License, Gerard Madden, PE
• Column Capacity for Reduced Bottom Section Properties, Himat Solanki
• (no subject), GSKWY
• Re: (no subject), Tom . Hunt
• RE: Promoting Engineering ????, Caldwell, Stan
• Re: Promoting Engineering ????, Stanley E Scholl
• RE: Promoting Engineering ????, Caldwell, Stan
• OFF TOPIC: Antivirus Survey, Caldwell, Stan
• Re: OFF TOPIC: Antivirus Survey, Gerard Madden, PE
• Re: OFF TOPIC: Antivirus Survey, Scott Maxwell
• Re: (no subject), Jnapd
• Re: OFF TOPIC: Anti virus Survey, Randy Diviney
• Re: (no subject), Gil Brock
• Stockpiles on Concrete Decks, Nicholas Blackburn
• slab-on-grade reinf cover, David Topete
• Re: slab-on-grade reinf cover, Jnapd
• Re: Stockpiles on Concrete Decks, Jnapd

Sat Apr 20 01:38:14 GMT 2002

• Re: slab-on-grade reinf cover, Cratylus Consulting Group
• Re: slab-on-grade reinf cover, David Topete
• RE: Stockpiles on Concrete Decks, Mark Geoghegan
• slab-on-grade reinf cover, Roger Turk
• Re: slab-on-grade reinf cover, syed faiz ahmad
• Re: slab-on-grade reinf cover, Padmanabhan Rajendran
• Input need for www.skyscrapers.com, Rbengrguy
• Re: slab-on-grade reinf cover, Cliff Schwinger
• Re: slab-on-grade reinf cover, Stanley E Scholl
• Re: Promoting Engineering ????, GSKWY
• RE: slab-on-grade reinf cover, Cliff Schwinger
• Re: slab-on-grade reinf cover, GSKWY
• RE: DOD Anti-terrorism Standard for Buildings, Mark Gilligan
• RE: slab-on-grade reinf cover, Haan, Scott M.
• Re: slab-on-grade reinf cover, Daryl Richardson
• Earthquake in United States, s a masroor
• New England quake, s a masroor
• Safe Load, GSKWY
• Untreated Timber Piles, IRV FRUCHTMAN
• RE: DOD Anti-terrorism Standard for Buildings, Mark Geoghegan
• Re: New England quake, Forrest Braun
• Re: slab-on-grade reinf cover, syed faiz ahmad
• Re: slab-on-grade reinf cover, syed faiz ahmad

Sun Apr 21 16:21:53 GMT 2002

• Retaining Walls, Afshin Nassiri
• RE: slab-on-grade reinf cover, Sprague, Harold O.
• RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
• RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.

Mon Apr 22 00:16:26 GMT 2002

• Re: Stockpiles on Concrete Decks, Gil Brock
• 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: Stockpiles on Concrete Decks, Tom . Hunt
• RE: slab-on-grade reinf cover, Scott Maxwell
• RE: Promoting Engineering ????, Caldwell, Stan
• Specialty expansive grouts used for concrete and rock demolition, Matthew Stuart
• RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
• Correction - Retraction, Caldwell, Stan
• RE: Specialty expansive grouts used for concrete and rock demolit ion, Sprague, Harold O.
• Control joints in a sidewalk on a bridge deck, Ralph Benson
• Control Joints for a bridge, Bob Freeman
• Safe Load, Evan . Jorgensen
• RE: Stockpiles on Concrete Decks, Nicholas Blackburn
• RE: Promoting Engineering ????, syed faiz ahmad
• Re: Control joints in a sidewalk on a bridge deck, syed faiz ahmad
• RE: DOD Anti-terrorism Standard for Buildings, Tom . Hunt
• PE test?, ken kirkland
• NCSEA Membership Directory, Roger Turk
• RE: DOD Anti-terrorism Standard for Buildings, Sprague, Harold O.
• exams: ncees petition, dennis pantazis
• exams: ncees petition, dennis pantazis

Tue Apr 23 00:18:10 GMT 2002

• Lumber Grade, Paul Feather
• RE: Lumber Grade, George Richards P.E.
• Charpy V-notch - Flange Vs. Core, Aswin Rangaswamy
• Why the Towers Fell - NOVA TV PROGRAM, Rbengrguy
• Lumber Grade, Roger Turk
• RE: Specialty expansive grouts used for concrete and rock demolition, Mark Geoghegan
• Designing for terrorist strikes, Bart Kemper
• RE: exams: ncees petition, Greg Meyer
• [no subject], Afshin Nassiri
• Re: Designing for terrorist strikes, Christopher Wright
• RE: NCSEA Membership Directory, Chris Palmateer
• RE: DOD Anti-terrorism Standard for Buildings, Cain, William
• Spreadsheets in Structural Design, Neil Moore
• RE: DOD Anti-terrorism Standard for Buildings, Tom . Hunt
• RE: NCSEA Membership Directory, Paul Crocker
• RE: exams: ncees petition, Keith Fix
• 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
• Re: AB's supporting reciprocating machinery, COEngineer
• RE: NCSEA Membership Directory, Roger Turk
• RE: Retaining Walls, Casey Hemmatyar
• RE: Designing for terrorist strikes, Sprague, Harold O.
• RE: Retaining Walls, Juan José Treff De la Mora
• RE: NCSEA Membership Directory, Caldwell, Stan
• Re: Retaining Walls, LEDSTRUCTURES
• RE: NCSEA Membership Directory, Paul Crocker
• RE: AB's supporting reciprocating machinery, Ed Najjarine
• RE: NCSEA Membership Directory, Roger Turk

Wed Apr 24 04:10:09 GMT 2002

• Re: RE: Retaining Walls, grupocg(--nospam--at)cantv.net
• Terrorist Strikes, Bart Kemper
• Blast Resistant Design, Bibbs, David
• Lake Tahoe Shoreline and Wind Exposure, Nick Bingham
• RE: Blast Resistant Design, Sprague, Harold O.
• Re: Lake Tahoe Shoreline and Wind Exposure, Neil Moore
• Fwd: Question:  why is it a bent?, Rbengrguy
• RE: Question:  why is it a bent?, Sprague, Harold O.
• connecting wood roof framing sitting on top of masonry wall, Haan, Scott M.
• connecting wood roof framing sitting on, Roger Turk
• Re: Lake Tahoe Shoreline and Wind Exposure, Randy Vogelgesang
• Re: Lake Tahoe Shoreline and Wind Exposure, Randy Vogelgesang
• [no subject], Thom Alascio
• Semi-circular Building in plan, William Keil
• Re:/VISIT ACECOMS : software for Retaining wall design., syed faiz ahmad
• WT in Bending, richard lewis
• RE: WT in Bending, Mark Pemberton

Thu Apr 25 00:05:14 GMT 2002

• Re: slab-on-grade reinf cover, Ib sa
• Re: slab-on-grade reinf cover, Ib sa
• Re: WT in Bending, David N. Martin
• Re[2]: slab-on-grade reinf cover, TBenson
• Re: slab-on-grade reinf cover, ASLCSE
• P-T tendon demo, RDAHLMANN
• RE: P-T tendon demo, Mark Geoghegan
• P-T tendon demo, Roger Turk
• Re: P-T tendon demo, c2jimmy
• RE: P-T tendon demo, Mark Geoghegan
• Overlaps in scope of service., Mark Gilligan
• RE: seaint Digest for 24 Apr 2002, AWCInfo
• New consultant on the block, Christopher Wright
• Re: Overlaps in scope of service., Cratylus Consulting Group
• RE: New consultant on the block, Bill Polhemus
• Oregon Structural Specialty Code, Lutz, James
• Composite Laminates, Cem Baskin
• Re: Bus License, Gerard Madden, PE
• Re: Bus License, chuckuc
• Re: Overlaps in scope of service., chuckuc
• Residential Deck Detailing, Gerard Madden, PE
• Fire rated wall on propoerty line, Gerard Madden, PE
• RE: Fire rated wall on property line, Issam Shahrouri
• Re: Re: Bus License, BCainse
• Re: Re: Bus License, Gerard Madden, PE
• New contact information for David Merrick, David B Merrick
• Correction to Contact information David Merrick, David B Merrick
• Fire rating on property line wall, Bob Freeman
• R value in UBC97 table 16-N, YI
• Re: Fire rated wall on propoerty line, Samir Ghosn
• Re: R value in UBC97 table 16-N, Gerard Madden, PE

Fri Apr 26 00:07:08 GMT 2002

• Re: Fire rated wall on propoerty line, Fabio Zárate
• Re: Bus License, Gerard Madden, PE
• Need help for a paper--Conrete framing vs. Steel framing, Mark Segedi
• 1997 UBC Wind Loads, Bill Marczewski
• RE: Need help for a paper--Conrete framing vs. Steel framing, Jake Watson
• Re: Need help for a paper--Conrete framing vs. Steel framing, Gerard Madden, PE
• Re[2]: Overlaps in scope of service., TBenson
• Re: Need help for a paper--Conrete framing vs. Steel framing, Gil Brock
• Re: P-T tendon demo, GSKWY
• Re: Need help for a paper--Conrete framing vs. Steel framing, Gerard Madden, PE
• Re: Need help for a paper--Conrete framing vs. Steel framing, Gil Brock
• RE: Question: why is it a bent?, Jim Getaz
• Headed Stud Height above the Deck - Composite Construction, Matthew Stuart
• RE: 1997 UBC Wind Loads, Sprague, Harold O.
• Re: Residential Deck Detailing, Pat Clark
• Fire rated wall on propoerty line, AWCInfo
• 1997 UBC Wind Loads, Allen Adams
• Embedment length in 7" P/T slab, ken kirkland
• Re[2]: Overlaps in scope of service., Mark Gilligan
• Re: Embedment length in 7" P/T slab, Jnapd
• RE: Re: Bus License, Paul Crocker
• Re: 1997 UBC Wind Loads, EphHirsch
• RE: R value in UBC97 table 16-N, Paul Crocker
• Re: Embedment length in 7" P/T slab, Paul Feather
• Re: Overlaps in scope of service., Rodriguez, Marlou
• Re: Embedment length in 7" P/T slab, Gerard Madden, PE
• Re[3]: Overlaps in scope of service., TBenson
• Re: 1997 UBC Wind Loads, syed faiz ahmad
• Allowable perp-to-grain capacity of APA Rated Wood Shtg, utej
• Composite Laminates, Bob Freeman
• Composite Laminates, Bob Freeman
• World Trade Center, Sprague, Harold O.
• Re: June Seminar - Existing Buildings, office
• Re: Embedment length in 7" P/T slab, COEngineer
• Collector Loads, Mark Pemberton
• AASHTO M270 Charpy V-Notch testing, Chad Edward Grinsteiner
• RE: Collector Loads (cont'd), Mark Pemberton

Sat Apr 27 00:57:30 GMT 2002

• Crane Girders - Lateral Loads, Bobby Jenkins, PE
• Re: Residential Deck Detailing, Cratylus Consulting Group
• Re: Crane Girders - Lateral Loads, Christopher Wright
• Re: Crane Girders - Lateral Loads, Gerard Madden, PE
• www.skyscrapers.com, Rbengrguy
• Crane girder - lateral load, Bart Kemper

Sun Apr 28 01:11:58 GMT 2002

• Carbon Fiber Strengthening, GSKWY
• Re: Carbon Fiber Strengthening, Laurence B. Oeth
• Re: Re: Bus License, Stanley E Scholl
• Re: R value in UBC97 table 16-N, Stanley E Scholl

Mon Apr 29 15:28:57 GMT 2002

• Structural Review Workshops in L.A. and S.F. bay area, StructuralReview
• Re: Carbon Fiber Strengthening, Paul Feather
• Bracing connections, Robert M. Hanson
• RE: Bracing connections, Mark Pemberton
• Green Structures, richard lewis
• RE: Carbon Fiber Strengthening, Mark Geoghegan
• Re: Green Structures, Jnapd
• RE: Green Structures, Carter, Charlie
• RE: Green Structures, Pat Symons
• Re: Green Structures, syed faiz ahmad
• RE: Bracing connections, Carter, Charlie
• Trojan Horse Virus Deleted From Our System Today: Apology, TBenson
• Merrick Group contact information update, David B Merrick
• RE: R value in UBC97 table 16-N, YI
• SOIL-STRUCTURE INTERACTION, syed faiz ahmad
• Fire ratings for garages, GSKWY
• RE: Bracing connections, Robert M. Hanson
• Re: R value in UBC97 table 16-N, ASLCSE

Tue Apr 30 00:04:20 GMT 2002

• Low w/c ratio and 3000 psi compressive strength, Cliff Schwinger
• Re: Green Structures, Jnapd
• Re: Bracing connections, Mlcse
• Re: Low w/c ratio and 3000 psi compressive strength, Cratylus Consulting Group
• Re: Crane Girders - Lateral Loads, Paul Ransom
• Re: SOIL-STRUCTURE INTERACTION, sirshendu mondal
• RE: Low w/c ratio and 3000 psi compressive strength, Rogers, Robert
• Re: SOIL-STRUCTURE INTERACTION, syed faiz ahmad
• RE: Low w/c ratio and 3000 psi compressive strength, Roger Davis
• Re: Green Structures, Mark Webster
• Re: SOIL-STRUCTURE INTERACTION, sirshendu mondal
• Re: Crane Girders - Lateral Loads, Christopher Wright
• RE: Low w/c ratio and 3000 psi compressive strength, Peter Griem
• Re: Fire ratings for garages, Jim Getaz
• Re: Fire ratings for garages, Samir Ghosn
• RE: Low w/c ratio and 3000 psi compressive strength, Sprague, Harold O.
• RE: Fire ratings for garages, Sprague, Harold O.
• FW: 4/30 on PBS - NOVA Presents Why the Towers Fell, Becker, Rick
• Bracing (response), Robert M. Hanson
• RE: Bracing (response), Sprague, Harold O.
• Re: Bracing (response), Rick . Drake
• gavion´s wall, rpuebla
• RE: Bracing (response), Scott, William N.
• Re: Low w/c ratio and 3000 psi compressive strength, Cratylus Consulting Group
• Re: SOIL-STRUCTURE INTERACTION, syed faiz ahmad
• US vs Canadian Material Standards, Lutz, James
• RE: US vs Canadian Material Standards, Michael Bryson
• Re: US vs Canadian Material Standards, Daryl Richardson

Wed May 01 01:02:34 GMT 2002

• WTC Stories, Rbengrguy
• Re: gavion´s wall, Ken Reed
• Re: Soil Structure Interaction, syed faiz ahmad
• RE: US vs Canadian Material Standards, Mark Segedi
• WTC Collapse - NOVA Special, IRV FRUCHTMAN
• Re: Soil Structure Interaction, Padmanabhan Rajendran
• Dynamic properties, Sherman, William
• RE: WTC Collapse - NOVA Special, Matthew Stuart
• green buildings, AWCInfo
• RE: WTC Collapse - NOVA Special, Carter, Charlie
• NOVA Program on WTC Collapse, Caldwell, Stan
• Re: Dynamic properties, Christopher Wright
• Re: WTC Collapse - NOVA Special, Byainc
• DRY ROT, ASLCSE
• Re: DRY ROT, vicpeng
• WTC Building Performance Study, Sprague, Harold O.
• Math problem, Ed Najjarine
• RE: Math problem, Peter Griem
• Re: Math problem, jccpc
• FW: Math problem, LaCount, Curt
• RE: Math problem, YI
• RE: Math problem, Frayne, Benjamin
• Re: Math problem, Byainc
• Re: Math problem, Jesse D. Moore
• RE: Math problem, Frayne, Benjamin
• Re: Math problem, vicpeng
• Re: Math problem, Jnapd
• RE: Math problem, Aswin Rangaswamy
• RE: Math problem, Peter James
• Re: Math problem, Byainc
• Re: Math problem, Padmanabhan Rajendran
• Re: Math problem, EphHirsch
• Re: Math problem, M. David Finley, P.E.
• Buoyancy, Yip, Kenny
• Math problem, Ed Najjarine

Thu May 02 00:04:00 GMT 2002

• Re: Low w/c ratio and 3000 psi compressive strength, syed faiz ahmad
• IBC Handrail Provision, RainCat1
• RE: Math problem, Friis, Donna
• Re: Math problem, David Topete
• Re: Fire ratings for garages, syed faiz ahmad
• Re: Math problem, Geryes Awwad
• RE: Math problem, Bill Allen, S.E.
• RE: Math problem, Brent Koch
• RE: Buoyancy, Michael Bryson
• ASCE Press release on WTC, Rbengrguy
• Re: Buoyancy, Padmanabhan Rajendran
• Math problem, jpriley485
• Re: Math problem, LEDSTRUCTURES
• Re: Math problem, vicpeng
• Re: Buoyancy, Mark Gilligan
• Re:RE: Buoyancy, TBenson
• Math problem, CarlS95
• RE: Need help for a paper--Conrete framing vs. Steel framing, Scott Maxwell
• Re: WTC Collapse - NOVA Special, Stanley E Scholl
• RE: Buoyancy, Devlin, Dan
• Re: Math problem, vicpeng
• RE: Fire ratings for garages, Jim Getaz
• Clarification of My Previous Question on Buoyancy, Yip, Kenny
• Re: Math problem, Peder Golberg
• Re: Fire ratings for garages, GSKWY
• Re: Buoyancy, Daryl Richardson
• Re: Math problem, Syed A Masroor
• unofficial errata / questions regarding "guide to the use of the wind load provisions of asce 7-98", da
• RE: Math problem, Peter James
• Re: Math problem, Geryes Awwad
• dry rot, AWCInfo
• RE: Math problem, Bill Allen, S.E.
• Plastic Section Modulus, RainCat1
• Unqualified Paint on faying surfaces, Ken Peoples
• Re:Clarification of My Previous Question on Buoyancy, TBenson
• RE: Math problem, Lutz, James
• RE: Math problem, Bill Allen, S.E.
• Re: Math problem, Cratylus Consulting Group

Fri May 03 00:00:56 GMT 2002

• Re: Plastic Section Modulus, Gerard Madden, PE
• Re: Math problem, Alden Manipula, E.I.T.
• Re: Math problem, Melina Lin
• RE: Math problem, Paul_Reilly
• Re: Math problem, Davin Weinhardt
• Math problem - C'mon you guys!, SPACE GASS Administration
• Re: Math problem, Gil Brock
• RE: Math problem, DAN NOVAK
• Re: Fire ratings for garages, GSKWY
• Re: Math problem, EphHirsch
• Re: Buoyancy, syed faiz ahmad
• RE: Buoyancy, Sherman, William
• Re: Crane Girders - Lateral Loads, Paul Ransom
• RE: Buoyancy, Lutz, James
• Re: Math problem, R.P. Mehrotra/str
• Re: Math problem, Cratylus Consulting Group
• RE: WTC Collapse - NOVA Special, Carter, Charlie
• RE: Unqualified Paint on faying surfaces, Carter, Charlie
• Re: Crane Girders - Lateral Loads, Christopher Wright
• Re: Math problem, vicpeng
• Re: WTC Collapse - NOVA Special, Daryl Richardson
• RE: WTC Collapse - NOVA Special, jpriley485
• Interpretation of the NOVA Special vs. House Science Committee, Gary Chock
• Bond breaker on anchor bolts, Ken Peoples
• Re: RE: WTC  Collapse - NOVA  Special, Rbengrguy
• RE: WTC Collapse - NOVA Special, Albert Meyer
• Re: Math problem, Geoff Melchor
• Re: Math problem, Geoff Melchor
• RE: Math problem, Jonathan Mallard
• Re: Math problem, Benson, Ralph
• RE: Bond breaker on anchor bolts, Sprague, Harold O.
• Re: Math problem, Paul_Reilly
• Re: WTC Collapse - NOVA Special, David Sharp
• RE: Math problem, Ed Najjarine
• RE: Interpretation of the NOVA Special vs. House Science Committe e, Sprague, Harold O.
• Concrete Rules of Thumb, richard lewis
• RE: Interpretation of the NOVA Special vs. House Science Committ ee, Caldwell, Stan
• Re: Crane Girders - Lateral Loads, Jesse D. Moore
• Re: Math problem, Christopher Wright
• Re: Math Problem, John MacLean
• RE: Math problem, Lutz, James
• Re: Math problem, Gerard Madden, PE
• Re: Interpretation of the NOVA Special vs. House Science Committee, Gerard Madden, PE
• RE: Math problem, Bill Allen, S.E.
• Re: Math problem, vlad
• Re: Math problem, Jnapd
• Using Welded washerswith slotted bolt holes, Ed Najjarine
• RE: Math problem, Bill Allen, S.E.
• Re: Buoyancy, John MacLean
• Re: Math problem, Paul_Reilly
• RE: Using Welded washers with slotted bolt holes, Sprague, Harold O.

Sat May 04 00:52:47 GMT 2002

• RE: Math problem, Bill Allen, S.E.
• Footing Design Question, Zachary Goswick
• Re: Crane Girders - Lateral Loads, Christopher Wright
• Re: Math problem, Christopher Wright
• Re: Footing Design Question, Mlcse
• Re: RE: WTC  Collapse - NOVA  Special, Christopher Wright
• RE: Math problem, Christopher Wright
• RE: Concrete Rules of Thumb, Mitchell J. Sklar
• RE: Math problem, Ed Najjarine
• Re: Soil Structure Interaction, syed faiz ahmad
• Re: Math problem, Davin Weinhardt
• Re: Math problem, Gerard Madden, PE
• Anchor Bolt Extension Past Nut, Laurence B. Oeth
• Re: Math problem, Gerard Madden, PE
• Re: Math problem, Geoff Melchor
• RE: RE: WTC  Collapse - NOVA  Special, Carter, Charlie
• RE: Anchor Bolt Extension Past Nut, Carter, Charlie
• Welding increases as fuction of applied load, Ryan Lawton
• Footing Design Question, Roger Turk
• Welding increases as fuction of applied load, Ryan Lawton
• RE: Welding increases as fuction of applied load, Carter, Charlie
• RE: RE: WTC  Collapse - NOVA  Special, Ray Pixley
• Re: Footing Design Question, Daryl Richardson
• Footing Design Question, Zachary Goswick
• Re: Footing Design Question, Mlcse
• RE: Footing Design Question, Jonathan Mallard

Sun May 05 03:08:13 GMT 2002

• Re: Crane Girders - Lateral Loads, Paul Ransom
• Re: Crane Girders - Lateral Loads, Paul Ransom
• RE: Footing Design Question, Padmanabhan Rajendran
• WTC collapse yields legislative action, Rbengrguy
• RE: Footing Design Question, jpriley485
• RE: Unqualified Paint on faying surfaces, ken kirkland
• Re: Footing Design Question, Cratylus Consulting Group
• Re: Footing Design Question, Mlcse

Mon May 06 00:38:44 GMT 2002

• RE: Math problem, SPACE GASS Administration
• Re: Math problem, R.P. Mehrotra/str
• Re: Crane Girders - Lateral Loads, Christopher Wright
• RE: Using Welded washers with slotted bolt holes, ken kirkland
• RE: Footing Design Question, Jonathan Mallard
• RE: Footing Design Question, Roger Turk
• RE: Using Welded washers with slotted bolt holes, Ed Najjarine
• RE: Using Welded washers with slotted bolt holes, Ed Najjarine
• Steel Material, Leonardo Zapata
• Designing for Terrorist Attacks, Glenn Otto
• RE: Using Welded washers with slotted bolt holes, Sprague, Harold O.
• RE: Designing for Terrorist Attacks, Sprague, Harold O.
• Re: Footing Design Question, Tom Higgins
• RE: Steel Material, Terry Triest
• RE: Steel Material, Sprague, Harold O.
• RE: Steel Material, Terry Triest
• RE: Steel Material, Mark Segedi
• deep cope analysis, Ken Peoples
• RE: deep cope analysis, Glenn Otto

Tue May 07 10:46:46 GMT 2002

• WWR, GSKWY
• RE: WWR, Armijo, John J (PWCSD 420)
• Re: WWR, Padmanabhan Rajendran
• Re: WWR, GSKWY
• RE: WWR, Zachary Goswick
• Re: WWR, Tom . Hunt
• Re: WWR, Davis Parsons
• RE: WWR, Sprague, Harold O.
• Driving Built-Up Prestressed Piles, Jonathan Mallard
• Re: WWR, Roger Turk
• Re: Math problem, John W. Sieszycki
• Re: Math problem, Daryl Richardson
• Re: WWR, Daryl Richardson
• Re: Math problem, Sunil Gupta
• Increasing bearing area of footings via stone below, Albert Meyer
• FW: Steel vs. Concrete, Carter, Charlie
• Re: Increasing bearing area of footings via stone below, vicpeng
• RE: Increasing bearing area of footings via stone below, Albert Meyer
• Re: Math problem, ASLCSE
• RE: Steel Material, Carter, Charlie
• RE: Increasing bearing area of footings via stone below, syed faiz ahmad
• RE: deep cope analysis, Carter, Charlie
• Re: WWR, syed faiz ahmad
• RE: Steel Material, Rick . Drake
• Re: RE: WWR, GSKWY
• RE: Steel Material, Sprague, Harold O.

Wed May 08 00:57:02 GMT 2002

• re: Math problem, Khashayar Hemmatyar
• Re: Math problem, Gil Brock
• RE: Steel Material, Carter, Charlie
• RE: Steel Material, Tripp Howard
• RE: Steel Material, Sprague, Harold O.
• Terminating Bottom Bars in Round Columns, Doug Parker
• Re: Terminating Bottom Bars in Round Columns, Scott Maxwell
• RE: Terminating Bottom Bars in Round Columns, Nicholas Blackburn
• RE: Terminating Bottom Bars in Round Columns, Michael Bryson
• RE: Terminating Bottom Bars in Round Columns, Gary Gill
• Re: Terminating Bottom Bars in Round Col, Roger Turk
• Townhouses, Gerard Madden, PE

Thu May 09 01:50:12 GMT 2002

• remove, sethuraman v
• Re: Townhouses, Jnapd
• LRFD First, Ken Peoples
• RE: LRFD First, Sprague, Harold O.
• Sloping building sites., Bill Marczewski
• Masonry cores with penetrations, Bill Marczewski
• Ca School project - questions, John Buchanan
• Engineer Quotations, Caldwell, Stan
• Standard Hook in Masonry Wall, Ricardo Rafael Hernandez
• RE: Engineer Quotations, Matthew Stuart
• Re: Ca School project - questions, Cratylus Consulting Group
• RE: LRFD First, Keith Fix
• CMU verts, Mark Pemberton
• FW: Townhouses, Mark Pemberton
• RE: LRFD First, Sprague, Harold O.
• Re: Townhouses, Gerard Madden, PE
• RE: Townhouses, Mark Pemberton
• Wood Design Seminar at the City of san Jose, Yousefi, Ben

Fri May 10 01:29:38 GMT 2002

• Re: Sloping building sites., Nels Roselund, SE
• Uplift Roof Pressures, Drew Morris
• Re: Sloping building sites., Oshin Tosounian
• TEST, Oshin Tosounian
• Building Code in WV, Rich Beldyk
• Re: Building Code in WV, Tripp Howard
• Fire ratings, GSKWY
• RE: LRFD First, Keith Fix
• RE: Fire ratings, Carter, Charlie
• RE: Building Code in WV, Matthew Stuart
• RE: LRFD First, Terry Triest
• Re: Fire ratings, GSKWY
• Re: CMU verts, Cratylus Consulting Group
• RE: LRFD First, Keith Fix
• Re: Fire ratings, Scott Maxwell
• RE: Fire ratings, Panos Trochalakis
• RE: Fire ratings, Rick . Drake
• FW: MRI Information Letter - electronic, Tom Bayne
• Re: MRI Information Letter - electronic, Thom Alascio
• Intumescent vs. Sprayed-on Fireproofing., Terry Triest
• Increasing bearing area of footings via stone below, Michael Hemstad
• RE: Fire ratings, Carter, Charlie
• RE: Intumescent vs. Sprayed-on Fireproofing., Carter, Charlie
• RE: Intumescent vs. Sprayed-on Fireproofing., Sprague, Harold O.
• RE: LRFD First, Carter, Charlie
• Re: Intumescent vs. Sprayed-on Fireproofing., David Topete
• Footing Design Question, Michael Hemstad
• Re: Footing Design Question, ken kirkland
• IBC seismic anchor rods - governed by steel element not concrete, Haan, Scott M.

Sat May 11 00:15:30 GMT 2002

• RE: Intumescent vs. Sprayed-on Fireproofing., Haan, Scott M.
• Re: Intumescent vs. Sprayed-on Fireproofing., c2jimmy
• Some progess being made, Rbengrguy

Sun May 12 04:30:10 GMT 2002

• Re: Footing Design Question, Simon
• Safety of corrosion inhibitor, Tadashi Kanno
• Re: Crane Girders - Lateral Loads, Paul Ransom
• over-tensioning A325 bolts, Cliff Schwinger
• Re: Some progess being made, Bridguard

Mon May 13 07:09:49 GMT 2002

• Fillet weld only on one side of built-up column/rafter, julian maranan
• Existing Hospital Base Isolation, Calvin Chang
• Re: Fire ratings, Jim Getaz
• RE: Fire ratings, Carter, Charlie
• 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
• Retrofitting of walls, Reynold Franklin
• needed Oregon Surveyor, Pat Symons
• Re: Fillet weld only on one side of built-up column/rafter, Christopher Wright
• Re: Existing Hospital Base Isolation, Mlcse
• metallic bridge analysis, rpuebla
• Re: metallic bridge analysis, Simon
• WEIGHT/AREA FACTORS, Juan José Treff De la Mora
• IBC seismic anchor rods - governed by steel element not concrete, Haan, Scott M.

Tue May 14 12:06:20 GMT 2002

• Introducing Students to Engineering, Meyer, Jonathan
• RE: Introducing Students to Engineering, Rogers, Robert
• RE: Introducing Students to Engineering, Gary Ehrlich
• Re: Introducing Students to Engineering, Rbengrguy
• RE: WEIGHT/AREA FACTORS, Astrum Ingenieria, C.A:
• RE: Fillet weld only on one side of built-up column/rafter, Igor Marinovic
• Re: over-tensioning A325 bolts, David Sharp
• Re: Retrofitting of walls, Nels Roselund, SE
• Re: over-tensioning A325 bolts, Christopher Wright
• Sloping foundations, John Buchanan
• Elevator supports, Albert Meyer
• TEST, Matthew Stuart
• Re: Crane Girders - Lateral Loads, Christopher Wright
• RE: Introducing Students to Engineering, Matthew Stuart
• Re: Sloping foundations, Cratylus Consulting Group
• RE: Retrofitting of walls, Reynold Franklin
• Re: Sloping foundations, vicpeng
• Re: Elevator supports, Paul Feather
• Re: Sloping foundations, Nels Roselund, SE
• RE: Introducing Students to Engineering, Armijo, John J (PWCSD 420)
• Residential Steel Moment Frames, Gerard Madden, PE
• Salt storage building, Ken Peoples
• RE: Salt storage building, Reynold Franklin
• RE: Salt storage building, Eric Green
• RE: Elevator supports, Nicholas Blackburn
• RE: Salt storage building, Astrum Ingenieria, C.A:
• Curved, post tensioned, box girder demolition, Ronald M. Roberts, P.E.
• RE: Introducing Students to Engineering, Tom Bayne
• RE: Curved, post tensioned, box girder demolition, Nicholas Blackburn

Wed May 15 00:06:02 GMT 2002

• Student Outreach resources, Rbengrguy
• Re: Salt storage building, Daryl Richardson
• quebec engineer want to work in US, Alain PLante
• RE: over-tensioning A325 bolts, Cliff Schwinger
• RE: Elevator supports, Ernie Cruz
• Re: Increasing bearing area of footings via stone below, Vijay K. Patil
• Re: Fillet weld only on one side of built-up column/rafter, Paul Ransom
• Differential Deflection, Vijay K. Patil
• Re: Residential Steel Moment Frames, Scott Maxwell
• Re: Residential Steel Moment Frames, Gerard Madden, PE
• RE: Salt storage building, Bruce MacLeod
• Re: Residential Steel Moment Frames, Scott Maxwell
• RE: Elevator supports, Albert Meyer
• RE: Differential Deflection, Cliff Schwinger
• Re: Safety of corrosion inhibitor, fidelcopa
• Re: Differential Deflection, fidelcopa
• Re: metallic bridge analysis, fidelcopa
• RE: Introducing Students to Engineering, Caldwell, Stan
• RE: Differential Deflection, Ed Najjarine
• Re: Residential Steel Moment Frames, Larry Hauer
• RE: Residential Steel Moment Frames, Haan, Scott M.
• re: Salt storage building message in 5/14/02 seaint digest, Stuart Lewis
• Re: Increasing bearing area of footings via stone below, fidelcopa
• Salt storage building, AWCInfo
• Re: Increasing bearing area of footings via stone below, Daryl Richardson
• metallic bridge analysis, Michael Hemstad
• Weave Welding Limits?, Davin Weinhardt
• Pile Bearing Capacity Formula, M. David Finley, P.E.
• Veneer, Mike Zaitz
• STEEL DECK DETAIL, Juan José Treff De la Mora
• Re:Pile Bearing Capacity Formula, TBenson
• sloping foundations, Casano, Karen
• EXISTING COLUMN LOAD TESTING, TahirQ
• Re: WEIGHT/AREA FACTORS, syed faiz ahmad
• RE: Veneer, Albert Meyer
• Re: Veneer, John Rose
• steel SAE 1018, rpuebla
• Structural Engineers Seal, Katie Kennedy Sprute
• RE: Veneer, Michael Bryson
• Re: Pile Bearing Capacity Formula, SHAR1210

Thu May 16 00:02:05 GMT 2002

• welding light gage to structural steel, Bruce MacLeod
• RE: Residential Steel Moment Frames, Oshin Tosounian
• Re: Sloping foundations, EphHirsch
• Bamboo Structures, Chris Harris
• RE: Veneer, Bruce MacLeod
• RE: Residential Steel Moment Frames, Haan, Scott M.
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• Re: welding light gage to structural steel, Albert J. Meyer, Jr.
• Re: Bamboo Structures, vicpeng
• Re: welding light gage to structural steel, c2jimmy
• Re: steel SAE 1018, Mark Segedi
• Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
• RE: Introducing Students to Engineering, Ray Pixley
• RE: EXISTING COLUMN LOAD TESTING, Carter, Charlie
• Pile Bearing Capacity Formula, IRV FRUCHTMAN
• Re: steel SAE 1018, Christopher Wright
• Re: Steel SAE 1018, Rich Beldyk
• Structural Review Workshops to be held in LA & SF, StructuralReview
• RE: steel SAE 1018, John Baranowsky
• Brick Wall New Window Opening, ASQENGG2
• Re: Residential Steel Moment Frames, Fred M. Turner
• Re: Residential Steel Moment Frames, Pat Clark
• RE: Residential Steel Moment Frames, Joseph R. Grill, PE
• RE: Residential Steel Moment Frames, Carter, Charlie
• RE: Brick Wall New Window Opening, Haan, Scott M.
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• Re: Residential Steel Moment Frames, chuckuc
• Re: Residential Steel Moment Frames, Mlcse
• Settlement or Movement of the Supports, Tom Bayne
• WIND BRACING FORCES, fdarammx
• ACI vs ASCE: A Consideration of Live Loads, Bill Polhemus
• TRUSS DETAIL, Juan José Treff De la Mora
• Re: Steel Moment Frames in Residences, Fred M. Turner
• Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
• RE: Residential Steel Moment Frames, Haan, Scott M.
• RE: Brick Wall New Window Opening, Bill Polhemus
• RE: Brick Wall New Window Opening, Haan, Scott M.

Fri May 17 00:02:14 GMT 2002

• Re: WEIGHT/AREA FACTORS, syed faiz ahmad
• Re: Settlement or Movement of the Supports, syed faiz ahmad
• RE: Settlement or Movement of the Supports, Michael Bryson
• Re: steel SAE 1018, GSKWY
• RE: Brick Wall New Window Opening, Michael Bryson
• Re: Pile Bearing Capacity Formula, SHAR1210
• Re: steel SAE 1018, Christopher Wright
• Re: TRUSS DETAIL, Stanley E Scholl
• Re: Pile Bearing Capacity Formula, Roger Turk
• Re: Residential Steel Moment Frames, ASQENGG2
• Re: seaint Digest for 16 May 2002 (I am on vacation!), Kurt Swarts
• RE: TRUSS DETAIL, Roger Davis
• Re: ACI vs ASCE: A Consideration of Live Loads, Jim Getaz
• Re: ACI vs ASCE: A Consideration of Live Loads, GSKWY
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• steel sae 1018, rpuebla
• RE: Settlement or Movement of the Supports, syed faiz ahmad
• Re: Pile Bearing Capacity Formula, Roger Turk
• Re: steel sae 1018, Christopher Wright
• Re: Pile Bearing Capacity Formula, M. David Finley, P.E.
• RE: steel sae 1018, Heath Mitchell
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• Pile Bearing Capacity Formula, Himat Solanki
• Re: Bamboo Structures, Mark Webster
• Induced Moment caused by differential settlement, Tom Bayne
• Re: Pile Bearing Capacity Formula, IRV FRUCHTMAN
• RE: Induced Moment caused by differential settlement, Gerard Madden
• Anchor Bolt Cover, Mike Zaitz
• Re: Anchor Bolt Cover, Daryl Richardson
• Re: welding light gage to structural steel, ken kirkland
• Re: steel sae 1018, Rich Beldyk
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran

Sat May 18 00:01:44 GMT 2002

• 3/4" concrete mix, Tarek Mokhtar
• Non-linear dynamic analysis for R/C MRF, Simon
• RE: steel sae 1018, Christopher Wright
• RE: Anchor Bolt Cover, Sherman, William
• RE: 3/4" concrete mix, Michael Bryson
• Re: metallic bridge analysis, Michael Hemstad
• Re: Induced Moment caused by differential settlement, Hershell Gill Consulting Eng. Inc.
• RE: welding light gage to structural steel, Michael Bryson
• Re: Anchor Bolt Cover, Conrad Guymon
• Re: Anchor Bolt Cover, Jenkins Engineering, Inc.
• Re: Induced Moment caused by differential settlement, Daryl Richardson
• Re: 3/4" concrete mix, Daryl Richardson
• RE: Settlement or Movement of the Supports, Mark Gilligan
• Math Problem, Daryl Richardson
• Re: seaint Digest for 17 May 2002 (I am on vacation!), Kurt Swarts
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• Re: welding light gage to structural steel, Padmanabhan Rajendran
• RE: WIND BRACING FORCES, Carter, Charlie
• Glu-lam beam radial reinforcing adhesive and bond stress, HAWNENG
• Re: 3/4" concrete mix, Lynn H

Sun May 19 02:14:41 GMT 2002

• Re: Fwd: Introducing Students to Engineering, Ray Pixley
• Re: seaint Digest for 18 May 2002 (I am on vacation!), Kurt Swarts
• Dobies, GSKWY
• OSHA Requirements, GSKWY
• RE: OSHA Requirements, Eric Green
• Email Address, Martin N. Pohll

Mon May 20 03:36:26 GMT 2002

• Re: Settlement or Movement of the Supports, R.P. Mehrotra/str
• Re: WIND BRACING FORCES, Paul Ransom
• Re: seaint Digest for 19 May 2002 (I am on vacation!), Kurt Swarts
• Re: Settlement or Movement of the Supports, Mark Gilligan
• Pile Bearing Capacity Formula, Himat Solanki
• Post-tensioning Inspection, GSKWY
• [no subject], j schmitt
• AISI/SAE STEEL NUMBERING SYSTEM, Rich Beldyk
• Re: Pile Bearing Capacity Formula, Padmanabhan Rajendran
• RE: Settlement or Movement of the Supports, Tom Bayne
• RE: Settlement or Movement of the Supports, Himat Solanki
• REFERENCE RECOMMENDATION, fdarammx
• shear wall plate washers, Mark Baker
• Re: shear wall plate washers, Samir Ghosn
• Heat Affected Zone in Concrete, Maze, Scott
• TEST ON DRILLED SHAFTS, Raul Labbé

Tue May 21 00:25:50 GMT 2002

• RE: TEST ON DRILLED SHAFTS, Greg Meyer
• Re: Settlement or Movement of the Supports, R.P. Mehrotra/str
• Re: TEST ON DRILLED SHAFTS, Daryl Richardson
• concrete column vs. steel column, Simon
• Re: Heat Affected Zone in Concrete, Rich Beldyk
• Re: TEST ON DRILLED SHAFTS, Padmanabhan Rajendran
• Re: shear wall plate washers, Stanley E Scholl
• Re: REFERENCE RECOMMENDATION, bmartin801
• RE: Anchor Bolt Cover, Haan, Scott M.
• RE: TEST ON DRILLED SHAFTS, Raul Labbé
• NEHRP vs. UBC 97, Mark E. Deardorff
• Re: Anchor Bolt Cover, Scott Maxwell

Wed May 22 15:10:10 GMT 2002

• Timoshenko Book, Speck, Todd M
• Repeated help message from SEAINT, Donna Gochenaur
• RE: Elevator supports, Terry Triest
• Re: Elevator supports, Daryl Richardson
• Re: Timoshenko Book, Padmanabhan Rajendran
• RE: Timoshenko Book, Speck, Todd M
• Single plate shear connection- Min thickness, Reza Dashti Asl
• RE: Single plate shear connection- Min thickness, Heath Mitchell
• Re: Single plate shear connection- Min thickness, Simon
• Reinf. arrange in the beam-column-joint, Simon
• Up against a brick wall with UBC, Sherman, William
• Welded single angle shear connection, Reza Dashti Asl
• Sturd-I-Wall, chuckuc
• Change in the use of Buildings, Stathis Papageorgiou
• RE: Dobies, Mark Geoghegan
• Re: Change in the use of Buildings, vicpeng

Thu May 23 00:19:20 GMT 2002

• RE: Post-tensioning Inspection, Nicholas Blackburn
• Staad Question using BS5950, RainCat1
• Inspection of fiber-reinforced composite retrofit of concrete, DAVID KUANG
• RE: Post-tensioning Inspection, GSKWY
• Threshold Inspection, GSKWY
• RE: Staad Question using BS5950, Bill Polhemus
• RE: Sturd-I-Wall, Szuchuan Chang
• Re: Sturd-I-Wall, chuckuc
• Re: Change in the use of Buildings, Stanley E Scholl
• Re: Change in the use of Buildings, vicpeng
• Staad Question using BS5950, G Vishwanath
• Re: Change in the use of Buildings, J.R.Braguim-OSMB
• Re: Staad Question using BS5950, Padmanabhan Rajendran
• RE: Staad Question using BS5950, Bill Polhemus
• Blodgett Curved Beam, Joseph R. Grill, PE
• RE: Blodgett Curved Beam, Glenn Otto
• Joist Web Repair, Bill Polhemus
• Sturd-I-Wall or Sturd-I-Frames, Fernando S Fonseca
• RE: Threshold Inspection, Peter Griem
• cold bending of round steel bars, Chad Edward Grinsteiner
• Re: Joist Web Repair, c2jimmy
• Re: Staad Question using BS5950, Christopher Wright
• Re: Sturd-I-Wall or Sturd-I-Frames, chuckuc
• RE: Staad Question using BS5950, Bill Polhemus
• Architectural Engineering Exam, Caldwell, Stan
• RE: Architectural Engineering Exam, Eric Green
• RE: Staad Question, Caldwell, Stan
• RE: Staad Question using BS5950, Christopher Wright
• RE: Staad Question, Eric Green
• RE: Staad Question, Caldwell, Stan
• Footing eccentricity, Ed Najjarine
• Re: Staad Question using BS5950, Daryl Richardson
• Re: Footing eccentricity, David Topete
• Re: Footing eccentricity, Reza Dashti Asl

Fri May 24 00:09:52 GMT 2002

• RE: Footing eccentricity, Ed Najjarine
• Parallel and Perpendicular walls., Bill Marczewski
• RE: Staad Question, Scott Maxwell
• Re: Change in the use of Buildings, syed faiz ahmad
• RE: Architectural Engineering Exam, Caldwell, Stan
• RE: Footing eccentricity, Mark E. Deardorff
• Re: Staad Question using BS5950, Christopher Wright
• RE: Architectural Engineering Exam, Caldwell, Stan
• RE: Architectural Engineering Exam, DAVID KUANG
• Timoshenko's book B.C., estructural1
• Sloping Circular Roof, vicpeng
• RE: Staad Question using BS5950 - parsing text files, Peter James
• RE: Staad Question, Eric Green
• Local Structural Specialty Code, ken kirkland
• Design Aids for Composite Columns, Munoz, Pedro
• RE: Staad Question, ken kirkland
• Re: Parallel and Perpendicular walls., Davin Weinhardt
• RE: Blodgett Curved Beam, Bill Marczewski
• RE: Staad Question, Tripp Howard
• Re: Sturd-I-Wall or Sturd-I-Frames, Rodriguez, Marlou
• RE: Staad Question using BS5950, Astrum Ingenieria, C.A:
• RE: Footing eccentricity, Rodriguez, Marlou
• Re: Sloping Circular Roof, Jim Warne
• RE: Sloping Circular Roof, Michael Bryson
• RE: Ethics (was: Staad Question), Adair, Joel
• Circular Roof, vicpeng
• Re: Change in the use of Buildings, Daryl Richardson
• Re: Sloping Circular Roof, Daryl Richardson
• RE: Sloping Circular Roof, David Merrick
• Fw: Sloping Circular Roof, vicpeng
• AE Exam, Becker, Rick
• RE: Sloping Circular Roof, Jim Kestner
• RE: Staad Question, Devlin, Dan
• CONCRETE TILT-UP WALL QUESTION, Kevin Lacey
• RE: Staad Question, George Richards P.E.
• Re: Staad Question Using BS5950, G Vishwanath
• [Fwd: RE: FW: Sturd-I-Frame test summary], chuckuc
• Re: Sloping Circular Roof, vicpeng
• Re: Staad Question, vicpeng

Sat May 25 01:22:32 GMT 2002

• trouble with CWALSHT, Dave Evans
• RE: Staad Question, Scott Maxwell
• RE: Joist Web Repair, Bill Marczewski
• RE: Post-tensioning Inspection, Nicholas Blackburn
• RE: Staad Question, Caldwell, Stan
• Re: Sloping Circular Roof, vicpeng
• Re: Sloping Circular Roof, vicpeng
• Staad, G Vishwanath
• RE: CONCRETE TILT-UP WALL QUESTION, Mark E. Deardorff
• Re: seaint Digest for 24 May 2002, laxmi narasimha
• Rust on steel studs, Steven Keyes

Sun May 26 17:25:23 GMT 2002

• Re: Staad, Neil Moore

Mon May 27 06:10:54 GMT 2002

• Precast Piles, Eleanor G. Guarin
• CSA A23.3 PG 9-16, Zhang, Michael
• RE: Rust on steel studs, Roger Davis
• BoxCulvert Input file ......., Astrum Ingenieria, C.A:
• QBasic ...., Astrum Ingenieria, C.A:
• Re: CSA A23.3 PG 9-16, Daryl Richardson
• Re: BoxCulvert Input file ......., M. David Finley, P.E.
• RE: Sloping Circular Roof, David Merrick

Tue May 28 00:03:47 GMT 2002

• Re: Sloping Circular Roof, Jim Warne
• Re: Sloping Circular Roof, vicpeng
• Re: Precast Piles, jimmy domingo
• Re: CSA A23.3 PG 9-16, vicpeng
• polygonal slab concrete design, ramesh surana
• Precast pile design for lateral loads, syed faiz ahmad
• Arthur T. Chew -- 1927 to 2002, Nels Roselund, SE
• Last Reminder, SE Review Workshop in LA & SF Bay area, StructuralReview
• Re: Sloping Circular Roof, Daryl Richardson
• Re: CSA A23.3 PG 9-16, Daryl Richardson
• Wind versus Seismic, Bill Marczewski
• Re: Wind versus Seismic, Bill_Coulbourne
• RE: CSA A23.3 PG 9-16, Zhang, Michael
• RE: Wind versus Seismic, Scott, William N.
• Diaphragms - Unblocked to Blocked, Chanel1096
• RE: Diaphragms - Unblocked to Blocked, George Richards P.E.
• RE: Diaphragms - Unblocked to Blocked, Tom Skaggs

Wed May 29 00:24:13 GMT 2002

• Re: Precast pile design for lateral loads, Eleanor G. Guarin
• RE: Wind versus Seismic, Sherman, William
• ASCE 7-98 Load Factors, what happens to the Dead Loads?, Szuchuan Chang
• RE: Wind versus Seismic, Rogers, Robert
• Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Rick . Drake
• Repair for short anchor rods, Albert Meyer
• Moment capacity of Light pole, Samir Ghosn
• RE: Rust on steel studs, Bruce MacLeod
• Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Bill_Coulbourne
• Fwd: question?, Shafat Qazi

Thu May 30 05:23:13 GMT 2002

• Re: Induced Moment caused by differential settlement, ASLCSE
• Anybody use Woodworks?, Jeff Chacon
• Re: Post-tensioning Inspection, ASLCSE
• Re: Post-tensioning Inspection, Cratylus Consulting Group
• AISC 9th Edition - End Plate Moment Connection - p 4-116, Matthew Stuart
• RE: Anybody use Woodworks?, Reynold Franklin
• RE: Anybody use Woodworks?, Caldwell, Stan
• concrete penetrations, PFFEI
• Re: Anybody use Woodworks?, vicpeng
• Overtime Pay for Hourly Employees, Caldwell, Stan
• RE: Repair for short anchor rods, Drew Randolph
• RE: Repair for short anchor rods, Maze, Scott
• Re: Overtime Pay for Hourly Employees, Byainc
• Metal Buildings & "Flagpole" Systems, Dave Adams
• breakaway walls, Peieng5590
• RE: Repair for short anchor rods, Albert Meyer
• Townhouse Foundation, Gerard Madden
• RE: breakaway walls, Albert Meyer
• Re: Overtime Pay for Hourly Employees, Jnapd
• Re: Townhouse Foundation, Neil Moore
• RE: Townhouse Foundation, Albert Meyer
• Re: Townhouse Foundation, Jnapd
• RE: Townhouse Foundation, Gerard Madden
• RE: Townhouse Foundation, George Richards P.E.
• Re: Metal Buildings & "Flagpole" Systems, Daryl Richardson
• Re: Overtime Pay for Hourly Employees, Byainc
• Re: breakaway walls, Peieng5590
• RE: Metal Buildings & "Flagpole" Systems, Dave Adams
• Re: Townhouse Foundation, Bill_Coulbourne
• PE Registration in Mexico, W. Gray Hodge
• Stucco: Paint Or Not To Paint is The Question., npitera
• RE: PE Registration in Mexico, fdarammx
• RE: Townhouse Foundation, Gerard Madden
• Re: Stucco: Paint Or Not To Paint is The Question., Bob Freeman
• RE: AISC 9th Edition - End Plate Moment Connection - p 4-116, Haan, Scott M.
• AISC "Steel Tip", Mark Pemberton

Fri May 31 00:08:46 GMT 2002

• RE: Metal Buildings & "Flagpole" Systems, Rick . Drake
• Re: Stucco: Paint Or Not To Paint is The Question., Daryl Richardson
• Re: Stucco: Paint Or Not To Paint is The Question., Forrest Braun
• Re: Metal Buildings & "Flagpole" Systems, Daryl Richardson
• RE: Metal Buildings & "Flagpole" Systems (Rick), Dave Adams
• RE: Overtime Pay for Hourly Employees, Mark E. Deardorff
• Re: Stucco: Paint Or Not To Paint is The Question., Samir Ghosn
• Re: Stucco: Paint Or Not To Paint is The Question., Cratylus Consulting Group
• Re: Stucco: Paint Or Not To Paint is The Question., Stanley E Scholl
• RE: Repair for short anchor rods, Sprague, Harold O.
• Re: Townhouse Foundation, Stanley E Scholl
• RE: AISC "Steel Tip", Gerard Madden
• RE: AISC "Steel Tip", Heath Mitchell
• RE: Metal Buildings & "Flagpole" Systems (Rick), Effland, Greg
• RE: AISC "Steel Tip", Hewitt, Chris
• Re: Stucco: Paint Or Not To Paint is The Question., Daryl Richardson
• House Addition, james korff
• Re: Townhouse Foundation, IRV FRUCHTMAN
• RE: Townhouse Foundation, Gerard Madden
• AISC "Steel Tip", Chris Harris
• Salary structural engineer, rpuebla
• RE: AISC "Steel Tip", Lucas Jolly
• RE: AISC "Steel Tip", Gerard Madden
• FW: AISC "Steel Tip", Melnick, Scott
• RE: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Jake Watson
• RE: AISC "Steel Tip", Heath Mitchell
• RE: ASCE 7-98 Load Factors, what happens to the Dead Loads?, George Richards P.E.
• Re: Stucco: Paint Or Not To Paint is The Question., vicpeng
• Re: AISC "Steel Tip", CanitzCF
• Sulfuric Acid on Concrete, M. David Finley, P.E.
• Re: Sulfuric Acid on Concrete, Scott Maxwell
• Fw: FEMA 350, david c
• RE: FEMA 350, Gerard Madden
• Re: Sulfuric Acid on Concrete, Scott Maxwell
• Re: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Daryl Richardson
• RE: Sulfuric Acid on Concrete, Glenn Otto
• Re: Salary structural engineer, Stanley E Scholl
• RE: Salary structural engineer, Mark Pemberton
• RE: Salary structural engineer, Gerard Madden

Sat Jun 01 00:30:35 GMT 2002

• Re: breakaway walls, ken kirkland
• RE: Salary structural engineer, Bill Polhemus
• RE: House Addition, Dennis Wish
• Re: Overtime Pay for Hourly Employees, Rbengrguy
• FW: Salary structural engineer, Haan, Scott M.
• Re: FW: Salary structural engineer, Daryl Richardson
• Re: House Addition, Stanley E Scholl
• Re: breakaway walls, Stanley E Scholl
• RE: FW: Salary structural engineer, Bill Polhemus
• RE: FW: Salary structural engineer, Haan, Scott M.

Sun Jun 02 00:43:38 GMT 2002

• RC semi-circular arched slab, Sherief Sakla
• RC semi-circular arched slab, Sherief Sakla
• Re: RC semi-circular arched slab, Daryl Richardson
• RE: FW: Salary structural engineer, Christopher Wright
• RE: Overtime Pay for Hourly Employees, Mark Gilligan
• RE: FW: Salary structural engineer, Bill Polhemus
• Re: FW: Salary structural engineer, Stanley E Scholl
• RE: FW: Salary structural engineer, Christopher Wright
• Re: FW: Salary structural engineer, Christopher Wright
• RE: Overtime Pay for Hourly Employees, Christopher Wright
• RE: FW: Salary structural engineer, Cliff Schwinger

Mon Jun 03 02:36:17 GMT 2002

• Government Jobs, G Vishwanath
• RE: House Addition, james korff
• RE: FW: Salary structural engineer, Bill Polhemus
• RE: FW: Salary structural engineer, Bill Polhemus
• Overtime, licensure, etc., Bart Kemper
• IBC 2000 Prestressed Concrete Question, GSKWY
• RE: ASCE 7-98 Load Factors, what happens to the Dead Loads?, Jake Watson
• Re: Sulfuric Acid on Concrete, Tom . Hunt
• RE: AISC "Steel Tip", Hewitt, Chris
• IBC 2000 Prestressed Concrete Question, Roger Turk
• Re: RC semi-circular arched slab, EphHirsch
• Salary structural engineer - No response, hari A
• Re: Salary structural engineer - No response, Cratylus Consulting Group
• "L" Anchor Bolt, utej
• Re: "L" Anchor Bolt, Cratylus Consulting Group
• Cell tower design, Ken Peoples
• RE: Cell tower design, Dave Adams
• RE: Cell tower design, Ellen Eastgate
• Re: Cell tower design, Daryl Richardson
• Re: Cell tower design, Daryl Richardson
• Re: "L" Anchor Bolt, James Lin
• Re: Cell tower design, Contour
• Re: "L" Anchor Bolt, Cratylus Consulting Group
• Re: Salary structural engineer - No response, Contour
• RE: Salary structural engineer - No response, Speck, Todd M
• Seminars on Wood Design & Collpase Prevention at the City of San Jose, Yousefi, Ben
• Residential masonry chimneys, Mark Baker
• Residential Masonry Chimneys, Bob Freeman
• Re: Residential masonry chimneys, Jnapd
• Out of Plane Masonry Wall Deflection, griem

Tue Jun 04 00:03:11 GMT 2002

• Re: Residential Masonry Chimneys, Cratylus Consulting Group
• Re: Residential Masonry Chimneys, Jnapd
• Re: Residential Masonry Chimneys, Mark Baker
• Re: Government Jobs, Ray Pixley
• Re: Residential Masonry Chimneys, Nels Roselund, SE
• RE: Out of Plane Masonry Wall Deflection, Bruce MacLeod
• Test, Juan C. Gray
• Residential Masonry Chimneys, Nels Roselund, SE
• RE: FW: Salary structural engineer, Haan, Scott M.
• liquit-structure interaction, Bülent Deveci
• RE: liquit-structure interaction, Cayko, Douglas/DEN
• Re: liquit-structure interaction, G Manandhar
• RE: liquit-structure interaction, Himat Solanki
• RE: liquit-structure interaction, Lutz, James
• how is steel braced frame base shear transmitted into soil?, Haan, Scott M.
• RE: how is steel braced frame base shear transmitted into soil?, Gerard Madden
• RE: liquit-structure interaction, Scott Maxwell

Wed Jun 05 04:09:54 GMT 2002

• Re: how is steel braced frame base shear transmitted into soil?, Mlcse
• IBC2000 Seismic Maps, mark francois
• Re: IBC2000 Seismic Maps, Simon
• RE: IBC2000 Seismic Maps, Michael Bryson
• RE: liquit-structure interaction, Himat Solanki
• Re: IBC 2000 Prestressed Concrete Question, GSKWY
• Re: IBC 2000 Prestressed Concrete Questi, Roger Turk
• prefabricated wall panel - thermal expansion/fastener stresses, Ken Peoples
• Re: IBC 2000 Prestressed Concrete Question, GSKWY
• FW: Out of Plane Masonry Wall Deflection, LaCount, Curt
• Re: prefabricated wall panel - thermal expansion/fastener stres, Christopher Wright
• Structural Loading Requirements for Product Handling Cases, John Whitty
• RE: prefabricated wall panel - thermal expansion/fastener stresses, nblackburn
• Book or PDF file - Engineering and Quality Criteria for Steel Structures, Craig Hawe
• Re: prefabricated wall panel - thermal expansion/fastener stresses, Daryl Richardson
• RE: Book or PDF file - Engineering and Quality Criteria for Steel Structures, Hewitt, Chris
• Re: prefabricated wall panel - thermal expansion/fastener stres, Ken Peoples
• Storage Units --> Metal Building, Bill Polhemus
• Re: prefabricated wall panel - thermal expansion/fastener stresses, Reza Dashti Asl
• 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
• Wood to steel fasteners, Javier Encinas
• Re: Storage Units --> Metal Building, MSSROLLO
• T-111, Mark Baker
• RE: Storage Units --> Metal Building, Caldwell, Stan

Thu Jun 06 00:09:03 GMT 2002

• RE: Storage Units --> Metal Building, Caldwell, Stan
• Re: T-111, David Topete
• RE: T-111, Haan, Scott M.
• Re: T-111, Cratylus Consulting Group
• test, estructural1
• Mat Foundation Expansion Joinjts, John Schenne
• RE: Braced Frame Shear Resolution, HAWNENG
• Re: Wood to steel fasteners, Nels Roselund, SE
• RE: Wood to steel fasteners, Bruce MacLeod
• Re: how is steel braced frame base shear transmitted into soil?, syed faiz ahmad
• RE: Wood to steel fasteners, Dave Nuttall
• RE: Storage Units --> Metal Building, Padmanabhan Rajendran
• Tremie concrete, Robert M. Hanson
• Roller Support, RainCat1
• Re: Roller Support, M. David Finley, P.E.
• RE: Braced Frame Shear Resolution, Haan, Scott M.
• RE: Braced Frame Shear Resolution, Gerard Madden
• Re: T-111, Mark Baker
• Re: Braced Frame Shear Resolution, Paul Feather
• Fw: Syria: Dam Collapse - OCHA-01: 05-Jun-02, jccpc
• RE: Braced Frame Shear Resolution, Haan, Scott M.
• Re: Roller Support/ D. Finley, RainCat1
• Re: Braced Frame Shear Resolution, Paul Feather
• Re: Braced Frame Shear Resolution, Christopher Wright

Fri Jun 07 00:01:54 GMT 2002

• [no subject], utej
• Re:, Jnapd
• Re:, EphHirsch
• Re:, EphHirsch
• Re: how is steel braced frame base shear transmitted into soil?, julian maranan
• RE: Braced Frame Shear Resolution, Haan, Scott M.
• ACAD Details, james korff
• RE: Braced Frame Shear Resolution, Jake Watson
• Drilled foundation and belling bucket, Chic Gilligan
• RE: Braced Frame Shear Resolution, Christopher Wright
• Drilled foundation and belling bucket, Roger Turk
• RE: Braced Frame Shear Resolution, Roger Turk
• Re: Drilled foundation and belling bucket, Cratylus Consulting Group
• Re: Roller Support/ D. Finley, M. David Finley, P.E.
• Re: Roller Support/ D. Finley, Himat Solanki
• RE: Drilled foundation and belling bucket, Sprague, Harold O.
• E of granite and marble, Ken Peoples
• Re: E of granite and marble, bmartin801
• Re: E of granite and marble, Mike Perakis
• Re: Drilled foundation and belling bucket, Daryl Richardson
• Sail Boat?, Syed A Masroor
• Snow Drift, Jake Watson
• Re: Snow Drift, vicpeng
• 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, Daryl Richardson
• RE: Drilled foundation and belling bucket, BCainse
• Re: Snow Drift, Forrest Braun
• Re: Drilled foundation and belling bucket, Mark Baker
• Seismic Expansion Joints, Jimmy Jones
• Re: Snow Drift, Dave Evans
• RE: ACAD Details, Dennis Wish

Sat Jun 08 00:00:20 GMT 2002

• Re: E of granite and marble, Forrest Braun
• RE: Snow Drift, Effland, Greg
• RE: Snow Drift, Barry H. Welliver
• Re: Drilled foundation and belling bucket, Davis Parsons
• structructural pounding, abdul qadir
• Re: structructural pounding, syed faiz ahmad
• Ynt: structural pounding, Bülent Deveci
• RE: Seismic Expansion Joints, Jake Watson
• RE: Seismic Expansion Joints, Gerard Madden

Sun Jun 09 00:09:58 GMT 2002

• Re: Cell tower design, boelter
• Re: Cell tower design, Neil Moore
• Re: Cell tower design, RainCat1
• Re: structructural pounding, Stanley E Scholl

Mon Jun 10 08:53:42 GMT 2002

• RE: 97 UBC Lateral Design Spreadsheet, Version 1.01, Dennis Wish
• RE: Snow Drift, Matthew Stuart
• 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: Sheet Metal Gage Thickness'?, Francois Rambau
• RE: Sheet Metal Gage Thickness'?, Bill Polhemus
• Re: Q: Sheet Metal Gage Thicknesses?, Daryl Richardson
• reinforcement bridge, Puebla Raul
• Re: Snow Drift, Daryl Richardson
• RE: Snow Drift, Sprague, Harold O.
• Re: Sheet Metal Gage Thicknesses?, Nels Roselund, SE
• RE: Snow Drift, Neil Moore
• Re: Q: Sheet Metal Gage Thicknesses?, Christopher Wright
• Re: Snow Drift, Bruce Hopper
• Re: Snow Drift, Daryl Richardson
• Rotational stiffness approximation, Bruce Hopper
• Existing Building Upgrades., Bill Marczewski

Tue Jun 11 02:16:49 GMT 2002

• Re: Existing Building Upgrades., Nels Roselund, SE
• Re: Existing Building Upgrades., Nels Roselund, SE
• volume of intersecting cones inside of a cylinder, Ken Peoples
• RE: volume of intersecting cones inside of a cylinder, Bruce Hopper
• collision load, Min Young Park
• Re: collision load, Ken Peoples
• Re: volume of intersecting cones inside of a cylinder, Cratylus Consulting Group
• RE: collision load, Paul Crocker
• RE: collision load, Bruce Hopper
• RE: collision load, Eric Green
• Snow Drift, Steven Mallett
• RE: collision load, Sprague, Harold O.
• Re: Snow Drift, vicpeng
• RE: Snow Drift, Paul Crocker
• Assocations, Thom Alascio
• RE: Snow Drift, Eric Green
• RE: Assocations, Bill Polhemus
• Lateral pressure of water, Dennis Wish
• www.cseforum.net - a new forum website, Z. Popov
• RE: Assocations, fdarammx
• RE: Lateral pressure of water, Sherman, William
• Re: Lateral pressure of water, Padmanabhan Rajendran
• RE: Existing Building Upgrades., Jake Watson
• Re:Lateral pressure of water, TBenson
• RE: Assocations (Les-Ga), Straight SE
• RE: Lateral pressure of water, Dennis Wish
• RE: Assocations, Glenn Otto
• RE: Assocations, vlad
• RE: Lateral pressure of water, vlad
• RE: Lateral pressure of water, Eric Green
• RE: Assocations, Haan, Scott M.
• RE: Assocations, Tom Bayne
• RE: Assocations, nblackburn
• For Sale: HP DesignJet430 E size Plotter, Aswin Rangaswamy
• Re: Assocations, Rbengrguy
• RE: Associations, Bill Polhemus

Wed Jun 12 00:10:09 GMT 2002

• Re: Snow Drift, Rick Burch
• Re: collision load, Daryl Richardson
• Design basis (was Snow Drift), Paul Ransom
• Re: Snow Drift, Daryl Richardson
• Re: Snow Drift, Randy Vogelgesang
• RE: Lateral pressure of water, Christopher Wright
• Re: Snow Drift, Roger Turk
• Re: Assocations, Cratylus Consulting Group
• Re: Assocations, Thom Alascio
• Plating Bottom Flange of I-Beam, MSSROLLO
• Wood shearwall anchorage to concrete in California, nrw 222
• Re: Assocations, Christopher Wright
• RE: Assocations, Bill Polhemus
• Re: Assocations, Neil Moore
• FW: Plating Bottom Flange of I-Beam, LaCount, Curt
• Re: Snow Drift, vicpeng
• Flat Car steel yeild strength, Ed Latthitham
• Re: Wood shearwall anchorage to concrete in California, Samir Ghosn
• RE: Plating Bottom Flange of I-Beam, Effland, Greg
• RE: Snow Drift (Rooftop Unit), Dennis Wish
• Re: Wood shearwall anchorage to concrete in California, Ed . Haninger
• Re: collision load, MSSROLLO
• Re: Plating Bottom Flange of I-Beam, vicpeng
• RE: Assocations, David Topete
• Progressive Collapse - was "collision load", Ken Peoples
• RE: collision load, Eric Green
• Re: Assocations, MSSROLLO
• Re: Plating Bottom Flange of I-Beam, Scott A. Dunham, PE
• Re: Plating Bottom Flange of I-Beam, MSSROLLO
• RE: Assocations, Bill Polhemus
• RE: Assocations, Glenn Otto
• "Zee"-Shape Purlins Resisting Uplift Loads, Bill Polhemus
• Re: Wood shearwall anchorage to concrete in California, nrw 222

Thu Jun 13 00:23:26 GMT 2002

• Re: Associations, MSSROLLO
• Seismic Zoning for Rift Valley/Red Sea Regions, Sam K
• RE: Progressive Collapse - was "collision load", Sprague, Harold O.
• Re: Wood shearwall anchorage to concrete in California, Daryl Richardson
• Re: collision load, Daryl Richardson
• Re: Snow Drift, Rick Burch
• RE: Snow Drift (Rooftop Unit), Randy Vogelgesang
• RE: Plating Bottom Flange of I-Beam, Paul Crocker
• Re: Plating Bottom Flange of I-Beam, c2jimmy
• Re: Flat Car steel yeild strength, Mark Baker
• Re: Assocations, Alden Manipula, E.I.T.
• Re: Wood shearwall anchorage to concrete in California, Pat Clark
• Snow Drift (Rooftop Unit), Steven Mallett
• Re: "Zee"-Shape Purlins Resisting Uplift Loads, James Hannah
• RE: Wood shearwall anchorage to concrete in California, Dennis Wish
• RE: collision load, Eric Green
• Re: Wood shearwall anchorage to concrete in California, nrw 222
• RE: Wood shearwall anchorage to concrete in California, John Buchanan
• Re: Snow Drift, vicpeng
• RE: "Zee"-Shape Purlins Resisting Uplift Loads, Effland, Greg
• Re: Wood shearwall anchorage to concrete in California, Daryl Richardson
• Re: Snow Drift, Daryl Richardson
• aisc on-line chats, Melnick, Scott
• RE: Snow Drift, Jake Watson
• RE: Snow Drift, Effland, Greg
• Re: Plating Bottom Flange of I-Beam, MSSROLLO
• Re: Wood Shearwall anchorage to concrete in California, COEngineer
• Using Grade 8 Bolts for A490N, MSSROLLO
• suspended ceiling system seismic bracing in 2000 IBC Seismic Des ign Category D, Haan, Scott M.
• RE: "Zee"-Shape Purlins Resisting Uplift Loads, Francois Rambau
• Re: Using Grade 8 Bolts for A490N, Davis Parsons
• Re: Using Grade 8 Bolts for A490N, Mark D. Anderson PE
• Syria arrests contractors after dam collapse, jccpc
• RE: Stucco: Paint Or Not To Paint is The Question., Roger Davis
• Re: "Zee"-Shape Purlins Resisting Uplift Loads, Mark D. Anderson PE
• Re: Stucco: Paint Or Not To Paint is The Question., Thom Alascio
• CONNECTION DETAIL, Juan José Treff De la Mora

Fri Jun 14 01:25:07 GMT 2002

• Re: Snow Drift, Rick Burch
• RE: Wood shearwall anchorage to concrete in California, Dennis Wish
• Re: Wood shearwall anchorage to concrete in California, Stanley E Scholl
• Re: Wood shearwall anchorage to concrete in California, Cratylus Consulting Group
• Re: CONNECTION DETAIL, James Hannah
• Re: Snow Drift, Daryl Richardson
• RE: Wood shearwall anchorage to concrete in California, Dennis Wish
• Ron La Plante/Degenkolb is out of the office., rlaplant
• Re: Using Grade 8 Bolts for A490N, David Sharp
• Smoke Residue Effects for Concrete, mkrakower
• RE: Seismic Zoning for Rift Valley/Red Sea Regions, Sprague, Harold O.
• temp. shoring, Mark Baker
• Seismic Provisions Beam-to-Column Joints and Connections, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=

Sat Jun 15 00:16:50 GMT 2002

• RE: temp. shoring, Jake Watson
• RE: Wood shearwall anchorage to concrete in California, Steve Widmayer
• Re: temp. shoring, ASLCSE
• Re: CONNECTION DETAIL, Fabio Zárate

Sun Jun 16 00:44:18 GMT 2002

• bolt size, Alexei Pace

Mon Jun 17 03:52:31 GMT 2002

• Bolt Size, G Vishwanath
• RE: temp. shoring, Matthew Stuart
• Re: Concrete Rules of Thumb, Mark Segedi
• RE: temp. shoring, Ed . Haninger
• Engineering Ethics, Matthew Stuart
• Re: temp. shoring, BCainse
• Re: temp. shoring, MJSLAYSMAN
• ACI 307-98, reinforcement ratio, Arturo Martinez
• RE: Engineering Ethics, Caldwell, Stan
• concrete diaphragm chords, Tarek Mokhtar
• RE: concrete diaphragm chords, Gerard Madden
• RE: concrete diaphragm chords, Tarek Mokhtar

Tue Jun 18 11:38:14 GMT 2002

• RE: Engineering Ethics, Matthew Stuart
• RE: Engineering Ethics, Bill Polhemus
• RE: Engineering Ethics, Matthew Stuart
• Free seminar By Dr. Astaneh, PE, on WTC and collapse prevention, Yousefi, Ben

Wed Jun 19 01:31:54 GMT 2002

• Perforated Shear Wall, ASQENGG2
• RE: Engineering Ethics, Ray Pixley
• Re: Perforated Shear Wall, Stanley E Scholl
• RE: Perforated Shear Wall, Tom Hammond
• RE: Perforated Shear Wall, Dennis Wish
• RE: Perforated Shear Wall, Dennis Wish
• cavity in the pile, majdi sheneib
• RE: cavity in the pile, Sprague, Harold O.
• Re: light weight grout, Paul Rooney
• RE: Perforated Shear Wall, Bill Allen, S.E.
• Re: Perforated Shear Wall, John Rose
• RE: Perforated Shear Wall, Bill Allen, S.E.
• RE: light weight grout, Sprague, Harold O.
• Abrasion resistant plate (Triton?), Ken Peoples
• Concrete Admixture For Topping Slab, Michael Bryson
• RE: Concrete Admixture For Topping Slab, Sherman, William
• RE: Concrete Admixture For Topping Slab, Gerard Madden
• RE: Concrete Admixture For Topping Slab, Peter James
• Re: Abrasion resistant plate (Triton?), Rich Beldyk
• Missing Persons for Class Reunion, Daryl Richardson
• Floor Decking, Mitchell J Sklar
• RE: Abrasion resistant plate (Triton?), Sprague, Harold O.
• Missing Persons for Class Reunion, Roger Turk
• Re: Concrete Admixture For Topping Slab, Nels Roselund, SE
• CAD database of historic steel shapes..., Maxwell
• Frost Closets, Michael Bryson

Thu Jun 20 00:43:51 GMT 2002

• Re: Frost Closets, Scott Maxwell
• RE: Concrete Admixture For Topping Slab, Sherman, William
• Re: Concrete Admixture For Topping Slab, Nels Roselund, SE
• Wind Loading - low-rise bldg vs. bldg of all heights?, Friis, Donna
• Re: Wind Loading - low-rise bldg vs. bldg of all heights?, Keith Fix

Fri Jun 21 00:23:52 GMT 2002

• Re: Wind Loading - low-rise bldg vs. bldg of all heights?, Scott Maxwell
• Glu lam beam impact loading, MJSLAYSMAN
• RE: Glu lam beam impact loading, Ed Najjarine
• Old Tilt Walls, Jake Watson
• RE: Perforated Shear Wall, Haan, Scott M.
• Re: Old Tilt Walls, Maxwell
• RE: Glu lam beam impact loading, Bülent Deveci
• Re: Glu lam beam impact loading, MJSLAYSMAN
• rho and frames, Mark Baker
• Exterior Soffit wind load?, ken kirkland
• RE: rho and frames, Francois Rambau
• RE: rho and frames, Ed Najjarine
• RE: Exterior Soffit wind load?, Ed Najjarine
• RE: Exterior Soffit wind load?, ken kirkland
• Re: Old Tilt Walls, Nels Roselund, SE

Sat Jun 22 00:56:46 GMT 2002

• RE: Glu lam beam impact loading, Dennis Wish
• RE: Glu lam beam impact loading, Dennis Wish
• RE: Perforated Shear Wall, Dennis Wish
• Wind Codes / Documents, G Vishwanath
• RE: Wind Codes / Documents, Michael Bryson
• ASCE Publications Journals Page, Mark D. Anderson PE

Sun Jun 23 03:14:38 GMT 2002

• Re: Wind Codes / Documents, Scott Maxwell
• Re: seaint Digest for 22 Jun 2002, Steel4fab

Mon Jun 24 06:04:14 GMT 2002

• structural specifications, Eleanor G. Guarin
• Re: structural specifications, Simon
• Re: seaint Digest for 22 Jun 2002, Rula Katkhuda
• Re: seaint Digest for 22 Jun 2002, R.P. Mehrotra/str
• Re: Wind Codes / Documents, Charpentier Joe
• Re: Wind Codes / Documents, Scott Maxwell
• Re: structural specifications, Stanley E Scholl
• California Code Update, Paul Feather
• Re: California Code Update, Scott Maxwell
• RE: California Code Update, nblackburn
• Re: Perforated Shear Wall, chuckuc
• RE: California Code Update, Yousefi, Ben
• Unreasonable Building Official ?, Thor Matteson at RSE
• Re: Unreasonable Building Official ?, MJSLAYSMAN
• Re: Unreasonable Building Official ?, Nels Roselund, SE
• Re: Unreasonable Building Official ?, Paul Feather
• RE: California Code Update, nblackburn
• Re: Unreasonable Building Official ?, chuckuc
• Sidewalk frost heave, Michael Bryson
• fused braces, burak sari
• Re: Sidewalk frost heave, Forrest Braun
• Re: Sidewalk frost heave, Daryl Richardson
• Re: Unreasonable Building Official ?, EphHirsch
• Re:David Pomerleau, vicpeng
• Re: Unreasonable Building Official ?, BCainse

Tue Jun 25 03:20:05 GMT 2002

• Re: Unreasonable Building Official ?, Stanley E Scholl
• RE: Unreasonable Building Official ?, Bill Polhemus
• RE: Unreasonable Building Official ?, Robert M. Hanson
• RE: California Code Update, Yousefi, Ben
• Free seminar By Dr. Astaneh, PE, on WTC and collapse prevention, Yousefi, Ben
• RE: Free seminar By Dr. Astaneh, PE, on WTC and collapse preventi on, Armijo, John J (PWCSD 420)
• Bridge Girder Erection, Contour
• Reasoned with Bldg Official, Thor Matteson at RSE
• NEHRP Map, Mark Pemberton
• RE: Masonry comb., Paul Rooney
• Timber Bulkhead Design Software, Tripp Howard

Wed Jun 26 16:15:18 GMT 2002

• RE: Timber Bulkhead Design Software, Glenn Otto
• RE: Unreasonable Building Official ?, Dennis Wish
• RE: Unreasonable Building Official ?, Dennis Wish
• Re: fused braces, Nels Roselund, SE
• Re: fused braces, Scott Maxwell
• [no subject], david c
• SMRF and connections, david c
• Re: SMRF and connections, Rick . Drake
• Re: fused braces, Nels Roselund, SE
• Re: fused braces, Mark Gilligan
• Re: your mail, Scott Maxwell
• test, Gerard Madden PE
• Re: test, Forrest Braun

Thu Jun 27 14:10:37 GMT 2002

• RE: Unreasonable Building Official ?, Haan, Scott M.
• RE: Reasoned with Bldg Official, Haan, Scott M.
• Wave action, Robert M. Hanson
• Coef Friction Timber/Steel, vicpeng
• RE: SMRF and connections, Haan, Scott M.
• RE: Wave action, Frank Yang
• Re: Coef Friction Timber/Steel, Fabio Zárate
• Re: Wave action, Padmanabhan Rajendran
• Prestressed Concrete Beams with Large Web Openings, Dellies, Teresa
• 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: Wave action, Bill_Coulbourne
• Re: Coef Friction Timber/Steel, Christopher Wright
• Re: Coef Friction Timber/Steel, vicpeng
• Re: Prestressed Concrete Beams with Large Web Openings, Himat Solanki
• Re: Coef Friction Timber/Steel, Christopher Wright
• RE: Prestressed Concrete Beams with Large Web Openings, nblackburn
• Re: Coef Friction Timber/Steel, vicpeng
• Trus Joist Software, Gerard Madden, PE
• Re: Trus Joist Software, vicpeng
• RE: NEHRP Map, Mark Pemberton
• Re: Trus Joist Software, Neil Moore
• IBC 705.1 fire wall stability, Haan, Scott M.

Fri Jun 28 00:56:53 GMT 2002

• Re: fused braces, Stanley E Scholl
• Re: Unreasonable Building Official ?, ECVAl3
• Re: Prestressed Concrete Beams with Large Web Openings, GSKWY
• Re: IBC 705.1 fire wall stability, Scott Maxwell
• RV: NEHRP Map, Raul Labbé
• Re: fused braces, burak sari
• Re: fused braces, Simon
• Re: fused braces, Scott Maxwell
• Problem with Bouyancy for a Reinforced Concrete Tank, Tom Bodkin
• RE: Problem with Bouyancy for a Reinforced Concrete Tank, Greg Meyer
• Re: fused braces, Nels Roselund, SE
• RE: IBC 705.1 fire wall stability, Yousefi, Ben
• 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
• Low compressive strength - grout, Peter Griem
• Re: fused braces, Bülent Deveci
• FW: needed expertise. - New Nigerian Scam Artist, Dennis Wish

Sat Jun 29 00:17:08 GMT 2002

• Re: FW: needed expertise. - New Nigerian Scam Artist, Neil Moore
• T-Braces for Wood Truss Webs, Frank Woeste
• Re: Low compressive strength - grout, Scott Maxwell
• RE: FW: needed expertise. - New Nigerian Scam Artist, Dennis Wish
• 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
• Re: FW: needed expertise. - New Nigerian Scam Artist, Neil Moore
• Nigerian Scams, G Vishwanath
• Promoting Structural Engineering (formerly - New Nigerian Scam Artist), Dennis Wish
• Re: Promoting Structural Engineering (formerly - New Nigerian, Christopher Wright
• Re: Promoting Structural Engineering (formerly - New Nigerian, Bobby Jenkins, PE
• Re: Nigerian Scams, Ray Pixley
• Re: Promoting Structural Engineering (formerly - New Nigerian Scam Artist), GSKWY

Sun Jun 30 04:26:55 GMT 2002

• Re: Promoting Structural Engineering (formerly - New Nigerian Scam Artist), Scott Maxwell
• RE: Promoting Structural Engineering (formerly - New Nigerian, Dennis Wish
• RE: Promoting Structural Engineering (formerly - New Nigerian, Dennis Wish
• Welcome Portals, Mitchell J. Sklar
• RE: Low compressive strength - grout, Peter Griem
• Re: Welcome Portals, Christopher Wright
• RE: Promoting Structural Engineering (formerly - New Nigerian, Christopher Wright
• RE: Promoting Structural Engineering (formerly - New Nigerian, Dennis Wish
• Re: Promoting Structural Engineering (formerly - New Nigerian, Rbengrguy
• Fused braces: poor use of term?, CarlS95
• RE: Low compressive strength - grout, Jake Watson
• RE: Promoting Structural Engineering (formerly - New Nigerian, Christopher Wright

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