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SEAINT Mail Archive 1998 (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: 2508

Wed Apr 01 00:32:58 GMT 1998

• RE: Japanese quote, John Nichols
• Re: Load - Occupany Live Load -Reply, ErnieNSE
• Re: Problem with Deputy Inspector -- Follow-up, Resengin
• Re: Inappropriate but Funny, Resengin
• Re: Expansive Soil Foundation, Resengin
• Re: Wood Rafters, UBC ta, Roger Turk
• RE: Load - Occupancy Liv, Roger Turk
• Structural Computer Expo Web Site, Jeff Smith
• Re: Hardy Frame, between code changes, Dave Evans

Thu Apr 02 00:02:12 GMT 1998

• RE: Load - Occupancy Live Load -Reply, Tim McCormick
• Re: Problem with Deputy Inspector -- Follow-up, Robert Bill
• Wood - 2x wood ledger question, Dennis S. Wish
• Re: Problem with Deputy Inspector -- Follow-up, Robert Bill
• RE: Load - Occupancy Live Load -Reply, rtao
• Re: Expansive Soil Found, Arvel L. Williams, P.E.
• RE: Load - Occupancy Live Load, Harold Sprague
• Eng - Need infor from Chicago Engineer, Dennis S. Wish
• timber piles, buddy_showalter
• Re: Granite Cladding (no mechanical fasteners), Tom Chiu
• Trying to reach Arvel L. Williams, Dennis S. Wish
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, JACEKLK
• Re: temporary unsubscribe, Bobdoerr
• Re: Load - Occupancy Live Load, nmoore
• Looking for a job opening, T. Eric Gillham
• COMP @home, Arvel L. Williams, P.E.
• Re: Expansive Soil Found, Roger Turk
• RE: temporary unsubscribe, Dennis S. Wish
• Negative Structures., John Nichols
• Re: Load - Occupancy Live Load, Lynn Howard
• Tough times for the far right, Christopher Wright
• Engineering Compensation, Arvel L. Williams, P.E.
• Re: timber piles, John Buchanan
• Re: Load - Occupancy Live Load, Bruno Côté
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Leonid Shectman
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Rudra Nevatia
• Re: Load - Occupancy Live Load, LibertyEng
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, ErnieNSE
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, ErnieNSE
• Re: timber piles, ErnieNSE
• Re: Load - Occupancy Live Load, ErnieNSE
• Wood - 2x wood ledger qu, Roger Turk
• RE: COMP @home, Edward Chin
• Re: temporary unsubscribe, Lew Midlam
• Re: Load - Occupancy Live Load, Lew Midlam
• RE: Load - Occupancy Live Load, ITSEKSON SASHA
• Freq asked question ( Tom - please read), Shafat Qazi
• Temporary Unsubscribe, Gill Chris
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
• Re: COMP @home, Rlfong
• Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
• Loads - Just for fun, engrathm
• RE: Engineering Compensation, Dennis S. Wish
• Re: Wood - 2x wood ledger qu, John Buchanan
• RE: Temporary Unsubscribe, Dennis S. Wish
• Fw: Negative Structures., T. Eric Gillham
• Seeking Employment!, Marc LeBlanc
• Re: Temporary Unsubscribe, Shafat Qazi
• Re[2]: SAP, RISA3D, STAAD - Master/Slave Relationships, Ed . Haninger
• RE: Wood - 2x wood ledger qu, Dennis S. Wish
• RE: Wood - 2x wood ledger qu, Dennis S. Wish
• RE: Negative Structures., Germaine, Bob/CVO

Fri Apr 03 00:35:35 GMT 1998

• RE: Negative Structures., Harold Sprague
• Re: Seeking Employment!, Shafat Qazi
• Re: Fw: Negative Structures., John Nichols
• Re: Wood - 2x wood ledger question, RDAHLMANN
• Re: Negative Structures., Bill Sherman
• Fwd: Another Lawyer Joke, Yank2002
• Fwd: American Joke, Karen12959
• Fwd: Business as Usual, Karen12959
• Re: Load - Occupancy Live Load(Design Guide), CanitzCF
• Re: Re[2]: SAP, RISA3D, STAAD - Master/Slave Relationships, Leonid Shectman
• Wood, Dowel Bearing Strength for Founation Redwood, Szuchuan Chang
• Re: Negative Structures., LibertyEng
• Commercial Sign structure, Alex Nacionales
• Re: Negative Structures., Juan C. Gray
• RE: Commercial Sign structure, Harold Sprague
• RE: Negative Structures., Harold Sprague
• Re: Commercial Sign structure, BRBATES
• Re: Negative Structures., Roger Turk
• 16 ga staples for Roof Sheathing, CTSTUC
• Age Calc. in 1998, K. Hemmatyar
• Re: Age Calc. in 1998, Charley Hamilton
• steel column below grade, Mike Brown
• Construction Joint in Shearwall, Mike Brown
• Re: steel column below grade, Norb Volny
• RE: 16 ga staples for Roof Sheathing, Dennis S. Wish
• Re: steel column below grade, Julio . Guerra
• Re: 16 ga staples for Roof Sheathing, selist

Sat Apr 04 00:11:55 GMT 1998

• Re: Commercial Sign structure, Ed . Haninger
• Mortar: plastic vs portland cement in zone 4, Harris3803
• Re: COMP @home, Steve Privett
• Re: steel column below grade, Tom Chiu
• Re: steel column below grade, Mike Brown
• Re: Construction Joint in Shearwall, Tom Chiu
• Re: steel column below grade, user
• Re: 16 ga staples for Roof Sheathing, MJSLAYSMAN
• Fwd: FW: From the Massachusetts' Bar Association, Yank2002
• Fwd: FW: Some New Laywer Lines, Yank2002
• Re: Commercial Sign structure, Jim Warne
• Re: 16 ga staples for Roof Sheathing, John Rose
• Massachusetts' Bar Association, K. Hemmatyar
• commercial sign structure, Alex Nacionales
• [no subject], Manuel Abella
• Re: 16 ga staples for Roof Sheathing, Sam Love
• Re: Wood Rafters, UBC tables, Lew Midlam
• RE: 16 ga staples for Roof Sheathing, Dennis S. Wish
• Re: SV: temporary unsubscribe, Gary Duncan
• Re: Commercial Sign stru, Roger Turk
• RE: Wood Rafters, UBC tables, Dennis S. Wish
• Re: Load - Occupancy Live Load, Bruno Côté
• Re: Hardy Frame, shear walls, Kathleen A. O'Brien
• Prop 224, Kathleen A. O'Brien
• Re: AutoCadLT/12/14 Layering problems, Kathleen A. O'Brien
• You don't need to know this, Kathleen A. O'Brien
• California State Employees' Initiative, Kathleen A. O'Brien

Sun Apr 05 00:35:11 GMT 1998

• Re: California State Employees' Initiative, nmends
• Use Of ASTM A513 For Stairs' Guardrails, CanitzCF
• Re: 16 ga staples for Roof Sheathing, John Rose
• Re: Use Of ASTM A513 For Stairs' Guardrails, Christopher Wright
• Re: commercial sign structure, Michael Valley
• Re: Commercial Sign structure, Michael Valley
• concrete vibrational analysis, terrence turner
• GLB - Need help with radius GLB thrust calcs, Dennis S. Wish
• Re: GLB - Need help with radius GLB thrust calcs, MATHcad62
• Re: commercial sign structure, Alex Nacionales
• Re: You don't need to know this, T
• RE: GLB - Need help with radius GLB thrust calcs, Dennis S. Wish
• Re: Commercial Sign stru, Bill Allen
• Re: You don't need to know this, -=maura=-
• Re: ethics, Stan J
• Re: Commercial Sign stru, Roger Turk

Mon Apr 06 01:09:06 GMT 1998

• RE: Commercial Sign stru, Dennis S. Wish
• Construction Joint in Shearwall, Richard Phillips
• Re: GLB - Need help with radius GLB thrust calcs, Bdpooley
• RE: Use Of ASTM A513 For Stairs' Guardrails, Harold Sprague
• Age Calc. in 1998, Kathleen A. O'Brien
• Fwd: News Funnies, Kathleen A. O'Brien
• Re: concrete vibrational analysis, Bruno Côté
• Re: You don't need to know this, Kathleen A. O'Brien
• Re: You don't need to know this, Kathleen A. O'Brien
• Re: Use Of ASTM A513 For Stairs' Guardrails, CanitzCF
• CONCRETE-Construction Joint in Shearwall, JAMES S LAI
• Re: Age Calc. in 1998, K. Hemmatyar
• Re: concrete vibrational analysis, P. Rajendran
• Aluminum Specification, Michael D Zaitz
• Re: Aluminum Specification, JOHN HUBERT
• Re: Aluminum Specification, Michael Donoghue
• Re: Aluminum Specification, Christopher Wright
• Re: Aluminum Specification, Robert W. Stevens, Jr.
• RE: Aluminum Specification, Estes, Kent R.
• Re: Commercial Sign stru, David Taquino
• Re: California State Employees' Initiative, FredT5
• Re: Commercial Sign structure, BRBATES
• Re: Message Undeliverable to cc:Mail, Tom Chiu
• Re: concrete vibrational analysis, Sleiman Serhal
• Re: concrete vibrational analysis, Norb Volny
• Wood, Dowel Bearing Strength for Founation Redwood -Reply, Tim McCormick
• Construction joint and column, thanks, Mike Brown
• Stapled Diaphragms under Seismic Load, Drew A. Norman, S.E.
• Insurance questions (E&O this time), Kathleen A. O'Brien
• Re: Aluminum Specification, nmends
• Re: Insurance questions (E&O this time), nmends
• Insurance questions (E&O, Roger Turk

Tue Apr 07 01:21:55 GMT 1998

• Re: California State Employees' Initiative, JRGuer
• RE: Insurance questions (E&O this time), Dennis S. Wish
• Re: Insurance questions (E&O this time), MJSLAYSMAN
• Re: Problem with Deputy Inspector -- Follow-up, Resengin
• Re: Humor, Resengin
• Re: commercial sign structure, Ed . Haninger
• WOOD - Roof Repair, Richard Lewis
• Re: California State Employees' Initiative, Richard_Ranous/OES
• Re: Insurance questions (E&O this time), Norb Volny
• Re: California State Employees' Initiative, MJSLAYSMAN
• Re: commercial sign structure, Norb Volny
• Re: WOOD - Roof Repair, Norb Volny
• RE: California State Employees' Initiative, Dennis S. Wish
• Re: California State Employees' Initiative, FredT5
• RE: California State Employees' Initiative, Serroels, Chris/SAC
• Re: California State Employees' Initiative, Bill Allen, S.E.
• RE: California State Employees' Initiative, nmoore
• Insurance questions (E&O, Kathleen A. O'Brien
• Re: California State Employees' Initiative, Kathleen A. O'Brien

Wed Apr 08 00:26:38 GMT 1998

• Re: California State Employees' Initiative, nmends
• Pier and grade beam foundation systems, John Buchanan
• RE: California State Employees' Initiative, Kathleen A. O'Brien
• Re: Sunroom Anchorage, ken & deb reed
• RE: California State Employees' Initiative, James A. Lord
• Bay Area Info Requested, Roger Turk
• Re: Pier and grade beam foundation systems, Barry H. Welliver
• Re: California State Employees' Initiative, MJSLAYSMAN
• Re: Insurance questions (E&O this time), Kathleen A. O'Brien
• Re: Pier and grade beam foundation systems, ErnieNSE
• RE: Pier and grade beam foundation systems, Harold Sprague
• Re: Pier and grade beam foundation systems, John Buchanan
• BOLT - Anchor into exisitng stone wall, Richard Lewis
• Re: Insurance questions (E&O this time), Tom Chiu
• Re: BOLT - Anchor into exisitng stone wall, NRoselund
• Re: California State Employees' Initiative, Tom Chiu
• Re: Insurance questions (E&O this time), Kathleen A. O'Brien
• Re: Pier and grade beam foundation systems, John Buchanan
• Re: Insurance questions (E&O this time), Arvel L. Williams, P.E.
• Re: Pier and grade beam foundation systems, Tom Chiu
• RE: Sunroom Anchorage, Dennis S. Wish
• Re: Pier and grade beam foundation systems, nmoore
• Re: Pier and grade beam foundation systems, Rhkratzse
• re:commercial sign structure, Alex C. Nacionales
• Re: Pier and grade beam foundation systems, Rhkratzse
• Re: 16 ga staples for Roof Sheathing, Resengin
• Re: California State Employees' Initiative, Rhkratzse
• re:commercial sign structure, Alex C. Nacionales
• Re: Age Calc. in 1998, Resengin
• Re: 16 ga staples for Roof Sheathing, Resengin
• Re: California State Employees' Initiative, nmends
• Re: California State Employees' Initiative, nmends
• Re: Commercial Sign stru, Resengin
• Re: Sunroom Anchorage, ErnieNSE
• Re: California State Employees' Initiative, ErnieNSE
• Re: WOOD - Roof Repair, NRoselund
• Soil settlement problem, P. Rajendran
• Re: Pier and grade beam foundation systems, Barry H. Welliver
• RE: California State Employees' Initiative, Richard_Ranous/OES
• Re: California State Employees' Initiative, Richard_Ranous/OES
• Wood - SPF North, CTSTUC
• FW: Pier and grade beam foundation systems, La Count, Curt
• RE: California State Employees' Initiative, nmoore
• Re: California State Employees' Initiative, MJSLAYSMAN
• Re: Pier and grade beam foundation systems, T
• Re: Wood - SPF North, Bdpooley
• Re: California State Employees' Initiative, Tom Chiu
• Very Sad News, Caldwell, Stan
• Re[2]: California State Employees' Initiative, Bob Chittenden
• Re: California State Employees' Initiative, nmends
• Re: California State Employees' Initiative, nmends
• Re: Re[2]: California State Employees' Initiative, nmoore
• Re: California State Employees' Initiative, nmends
• That was the week that was., John Nichols

Thu Apr 09 00:04:53 GMT 1998

• Re: California State Employees' Initiative, Tom Chiu
• Re: California State Employees' Initiative, Bill Allen, S.E.
• Code Question, Harold Sprague
• Re: Code Question, CanitzCF
• Re: California State Employees' Initiative, John Nichols
• Curved Steel Beam Design, CanitzCF
• Re: Re: California State Employees' Initiative, Rhkratzse
• Re: California State Employees' Initiative, Bill Allen, S.E.
• Re: Insurance questions (E&O this time), Kathleen A. O'Brien
• Re: California State Employees' Initiative, Kathleen A. O'Brien
• Re: California State Employees' Initiative, BCainse
• Bay Area Info Requested, Kathleen A. O'Brien
• twinkie beta-testing, Kathleen A. O'Brien
• Re: California State Employees' Initiative, John Nichols
• Re: Save 50%-75% on Inkjet Cartridges !, P. Rajendran
• RE: That was the week that was., John Cannon Jones
• ASCE Guidelines for Seismic Evaluation and Design of Petrochemical Facilities, ITSEKSON SASHA
• Re: Insurance questions (E&O this time), T
• Re: Insurance questions, Roger Turk
• Re: Code Question, Norb Volny
• Re: Insurance questions (E&O this time), Norb Volny
• Re: Insurance questions, ErnieNSE
• Curved Steel Beam Design, Rafael Sabelli
• Re: Code Question, Bill Sherman
• Re: Insurance questions (E&O this time), nmoore
• Re: Insurance questions (E&O this time), T
• Insurance Questions, Robert W. Stevens, Jr.
• Re: Insurance questions, Lew Midlam
• Re: Insurance questions, Roger Turk
• Conc. Hyperbolic Parabaloid roof, Simon Solorio
• Re: Conc. Hyperbolic Parabaloid roof, Norb Volny
• Re: Insurance questions (E&O this time), Norb Volny
• Re: Conc. Hyperbolic Parabaloid roof -Reply, Peter Kim
• Re: Insurance questions, Norb Volny
• RE: Insurance questions (E&O this time), Dennis S. Wish
• Conc. Hyperbolic Parabal, Roger Turk
• Re: Insurance questions, Roger Turk

Fri Apr 10 00:22:45 GMT 1998

• RE: ASCE Guidelines for Seismic Evaluation and Design of Petrochemical Facilities, Harold Sprague
• RE: Code Question, Harold Sprague
• 1997 UBC Earthquake Regulations Seminar by ICBO, Dennis S. Wish
• callforideas-seismicsustainablearchonhillsides, jamiemackinnonwalsh
• Re: 1997 UBC Earthquake Regulations Seminar by ICBO, Bill Allen, S.E.
• Re: 1997 UBC Earthquake Regulations Seminar by ICBO, MRodrig273
• Re: California State Employees' Initiative To: <seaoc(--nospam--at)seaoc.org> Subject: Re: Ca, FredT5
• Re: California State Employees' Initiative To: <seaoc(--nospam--at)seaoc.org> Subject: Re: Ca, Bill Allen, S.E.
• RE: 1997 UBC Earthquake Regulations Seminar by ICBO, Dennis S. Wish
• WOOD MOMENT FRAMES, RDAHLMANN
• pier and grade beam foundation, John Buchanan
• Re: WOOD MOMENT FRAMES, Smikeng
• Re: WOOD MOMENT FRAMES, JAA
• Wood Moment Frames, Charles Greenlaw
• word wrap to fit screen, P. Rajendran
• Ceilings/soffit panels, P. Rajendran
• Re: word wrap to fit screen, Lew Midlam
• Re: Insurance Questions, ted partrick
• RE: 1997 UBC Earthquake Regulations Seminar by ICBO, Michael Davis
• Re: Problem with Deputy Inspector, ParkerSCal
• Re: WOOD MOMENT FRAMES, T
• WOOD MOMENT FRAMES, Roger Turk
• Re: Insurance Questions, Roger Turk
• Re: Accreditation of Inspection Agencies, ParkerSCal
• Re: WOOD MOMENT FRAMES, Bill Cain, S.E.
• Deflection calculation for Wheel Loads on Timber Bridges, Bdpooley
• POT Bearings for Steel Bridges, Bill Polhemus
• Deflection calculation f, Roger Turk
• Re: POT Bearings for Steel Bridges, Michael Donoghue
• WOOD: dowel bearing values for 2-2xs sill plates, Szuchuan Chang
• POT Bearings for Steel B, Roger Turk
• Re: Deflection calculation f, Bill Cain, S.E.
• RE: Deflection calculation for Wheel Loads on Timber Bridges, Serroels, Chris/SAC
• RE: WOOD MOMENT FRAMES, Serroels, Chris/SAC
• RE: POT Bearings for Steel B, Bill Polhemus
• RE: POT Bearings for Steel Bridges, Ed Marshall
• Re: 1997 UBC Earthquake Regulations Seminar by ICBO, Burbank Building Division
• RE: wood frame, Mike Brown
• RE: WOOD MOMENT FRAMES, Dennis S. Wish
• RE: 1997 UBC Earthquake Regulations Seminar by ICBO, Dennis S. Wish
• FW: POT Bearings for Steel Bridges, Larsen, Mark
• Re: WOOD MOMENT FRAMES, Bill Allen, S.E.
• RE: POT Bearings for Steel Bridges, Bill Polhemus
• RE: Accreditation of Inspection Agencies, Dennis S. Wish
• Re: WOOD MOMENT FRAMES, Bill Cain, S.E.
• Re: WOOD MOMENT FRAMES, Bill Allen, S.E.
• Further argement against 224, Kathleen A. O'Brien

Sat Apr 11 00:10:33 GMT 1998

• Curved Beam Design, Rafael Sabelli
• Re: hillside construction, NRoselund
• 3/4" (48/24) Plywood Diaphragm, PERRY TABOR
• Re: 3/4" (48/24) Plywood Diaphragm, Lew Midlam
• Pointless Badgering of Sandy Pringle, Sandy Pringle
• FWd: Elsalvador needs your help, Shafat Qazi

Sun Apr 12 01:32:34 GMT 1998

• Re: Deflection calculation for Wheel Loads on Timber Bridges, Leonid Shectman
• Re: Accreditation of Inspection Agencies, Arvel L. Williams, P.E.
• Re: Ceilings/soffit panels, Steve Privett
• wood - Shear wall connection to radius roof??????, Dennis S. Wish

Mon Apr 13 00:41:41 GMT 1998

• Re: Ceilings/soffit panels, Alex C. Nacionales
• Re: 1997 UBC Earthquake Regulations Seminar by ICBO, Kathleen A. O'Brien
• Re: Insurance questions (E&O this time), Kathleen A. O'Brien
• Yet another argument against Prop224, Kathleen A. O'Brien
• Fwd: [Fwd: [Fwd: Fw: A little girl's wish, this one should work]], Kathleen A. O'Brien
• RE: Insurance questions (E&O this time), Kathleen A. O'Brien
• Re: California State Employees' Initiative, Kathleen A. O'Brien
• Re: California State Employees' Initiative, Kathleen A. O'Brien
• Re: Insurance Questions, Kathleen A. O'Brien
• Fwd: [Fwd: [Fwd: Fw: A little girl's wish, this one should work]], CTSTUC
• RE: Fw: A little girl's wish, this one should work (i.e. The Urban Legend Beheld), Bill Polhemus
• GTSTRUDL - European Section Properties, Graham Fitch
• Re: Yet another argument against Prop224, nmends
• Re: Fwd: [Fwd: [Fwd: Fw: A little girl's wish, this one should work]], nmends
• RE: Insurance questions (E&O this time), Dennis S. Wish
• RE: California State Employees' Initiative, Dennis S. Wish
• European Engineering Standards, BVeit
• Pointless Badgering of Sandy Pringle, Williston Warren IV
• Re: California State Employees' Initiative, nmends
• wood - Shear wall connection to radius roof???., K. Hemmatyar
• Re: WOOD MOMENT FRAMES, Rw = 3, Parkerres
• FW: WOOD: dowel bearing values for 2-2xs sill plates, ITSEKSON SASHA

Tue Apr 14 00:01:27 GMT 1998

• Re: Pointless Badgering of Sandy Pringle, Arvel L. Williams, P.E.
• Cold formed sections, G.Anil Kumar Nair
• RE: Websters speeling of Favour, John Nichols
• Re: Structural Engineers Association of Washington State, K. Hemmatyar
• RE: California State Employees' Initiative, Kathleen A. O'Brien
• RE: Insurance questions (E&O this time), Kathleen A. O'Brien
• Postgraduate Study, Dragan Ranisavljevic
• Re: WOOD MOMENT FRAMES, Rw = 3, Bill Allen, S.E.
• Re: WOOD MOMENT FRAMES, Rw = 3, Parkerres
• Re: WOOD MOMENT FRAMES, Rw = 3, Bill Allen, S.E.
• Re: SAP, RISA 3D, STAAD - Master/Slave Relationships, jk
• CSMIP Data Interpretation Opportunity, Moh Huang
• RE: WOOD MOMENT FRAMES, Rw = 3, Dennis S. Wish
• RE: WOOD MOMENT FRAMES, Rw = 3, Dennis S. Wish
• Re: WOOD MOMENT FRAMES, Rw = 3, Bill Allen, S.E.
• RE: WOOD MOMENT FRAMES, Rw = 3, Dennis S. Wish
• Re: WOOD MOMENT FRAMES, Rw = 3, BVeit
• Re: WOOD MOMENT FRAMES, Rw = 3, Bill Allen, S.E.
• Re: WOOD MOMENT FRAMES, Rw = 3, Bill Allen, S.E.
• A little girls' wish -Reply, Brian Kehoe

Wed Apr 15 00:06:20 GMT 1998

• RE: WOOD MOMENT FRAMES, Rw = 3, Dennis S. Wish
• Re: Cold formed sections, Bill Sherman
• Re: Cold formed sections, LGSEA
• Clients & Credit was Insurance (E&O this time), Arvel L. Williams, P.E.
• Re: A little girls' wish -Reply, Robert W. Stevens, Jr.
• Re: Clients & Credit was Insurance (E&O this time), Robert W. Stevens, Jr.
• Clients & Credit, Roger Turk
• Fly Ash, Mike Brown
• Food for thought, Mike Brown
• Walter P. Moore's Condition, Caldwell, Stan
• RE: Fly Ash, Brent Koch
• Food for thought, Roger Turk
• RE: Food for thought, Dennis S. Wish
• Re: Fly Ash, Bill Sherman
• Engineer's Hamburger Grill, Richard Lewis
• Re: Fly Ash, Dan Vines
• Re: European Engineering Standards, Graham Fitch
• Re: Food for thought, T
• Re: Fly Ash, Scott A Jensen
• RE: Clients & Credit, Dennis S. Wish
• Fly Ash, jpwykoff
• RE: Clients & Credit, Roger Turk
• Re: Clients & Credit, Robert W. Stevens, Jr.

Thu Apr 16 00:26:47 GMT 1998

• Two tales, Kathleen A. O'Brien
• Re: Food for thought, robert0
• Re: Cold formed sections, Leonid Shectman
• Re: CA 1998 STRUCTURAL EXAM, Amaloyan
• Re:Japanese Rock Watching, John Nichols
• Re: Food for thought, John Nichols
• Three tales and Kate's story, John Nichols
• Quote for the week, John Nichols
• RE: Clients & Credit, Dennis S. Wish
• Re: Food for thought, K. Hemmatyar
• RE: Quote for the week, John Cannon Jones
• Re: Quote for the week, Juan C. Gray
• UBC-97 Table 16-N, Sleiman Serhal
• RE: UBC-97 Table 16-N, Chance, Acie P.
• Re: CA 1998 STRUCTURAL EXAM, Bill Cain, S.E.
• Re: Re: Food for thought, Rhkratzse
• Re: Food for thought, BVeit
• 25% snow load is Conservative, BVeit
• Re: 25% snow load is Conservative, Dan Vines
• Re: Food for thought, Roger Turk
• Re: UBC-97 Table 16-N, Dennis Brown
• Unlicensed Practice, Brent Koch
• Re: 25% snow load is Conservative, Randy Vogelgesang
• SLAB - Control Joints in Concrete Slab on Grade, Stan J
• RE: SLAB - Control Joints in Concrete Slab on Grade, Estes, Kent R.
• SLAB - Control Joints in Concrete Slab o, Roger Turk

Fri Apr 17 00:15:10 GMT 1998

• Re: SLAB - Control Joints in Concrete Slab on Grade, CTSTUC
• Re: 25% snow load is Conservative, Dave Evans
• RE: UBC-97 Table 16-N, ITSEKSON SASHA
• Feq. Asked Questions (FAQ), Shafat Qazi
• Re: 25% snow load is Conservative, Patrick J. Quinn
• Re: 25% snow load is Conservative, FLew98
• Plywood Diaphragms, RDAHLMANN
• Re: 25% snow load is Conservative, BVeit
• Re: CA 1998 STRUCTURAL EXAM, Bonnie Lee
• Re: Food for thought, Christopher Wright
• Show Me the Bodies (was snow load is Conservative), James A. Lord
• Re: Plywood Diaphragms, K. Hemmatyar
• Consideration of Column Cracking, 9522640 주영규
• Location of Prestressing plants, MRodrig273
• Snow Load, Sleiman Serhal
• Re: Location of Prestressing plants, Brent R. Koch
• RE: UBC-97 Table 16-N, rangelow . peter
• Re: 25% snow load is Conservative, Chris Cobb
• Re: Food for thought, Bill Allen, S.E.
• Re: 25% snow load is Conservative, Bill Sherman
• RE: 25% snow load is Conservative, Chris Palmateer
• RE: 25% snow load is Conservative, Germaine, Bob/CVO
• Quote for the week, Kathleen A. O'Brien
• Re: Quote for the week, T
• Re: SLAB - Control Joints in Concrete Slab o, Stan J
• Re: 25% snow load is Conservative, Roger Turk
• Re: 25% snow load is Conservative, Randy Vogelgesang
• Hell: Exothermic or Endothermic?, Roger Turk
• Computer Gender, Roger Turk
• Re: 25% snow load is Conservative, BVeit
• Re: UBC-97 Table 16-N, Sleiman Serhal
• Re: Food for thought, BVeit
• Re: 25% snow load is Conservative, Jeff Smith
• Tornadoes, John Cannon Jones
• Re: Hell: Exothermic or Endothermic?, Michael Donoghue
• General Business, Bill Allen, S.E.
• Roof Retro-fit, Michael D Zaitz
• Re: Tornadoes, Michael D Zaitz
• Re: General Business, T
• Re: General Business, Charley Hamilton
• Re: General Business, Bill Allen, S.E.
• Re: Tornadoes, Dave Evans
• RE: Clients & Credit, Drew A. Norman, S.E.
• Re: General Business, Wen-Hsiung Lin
• Survey on the Benefits of EQ Mitigation, Patricia A. Grossi
• Re: Food for thought, Christopher Wright
• Re: General Business, Bill Allen, S.E.
• RE: General Business, Harold Sprague
• Roof Retro-fit, Roger Turk
• RE: Tornadoes, Harold Sprague
• Re: General Business, Tom Chiu
• Re: General Business, ErnieNSE

Sat Apr 18 01:23:42 GMT 1998

• Re: Plywood Diaphragms, NRoselund
• Re: General Business, BRBATES
• Re: General Business, T
• Re: 25% snow load is Conservative, Bruno Côté
• Re: General Business, Christopher Wright
• Re: Plywood Diaphragms, John Rose
• Re: 25% snow load is Conservative, BVeit
• Re: General Business, BVeit
• Re: Tornadoes, BVeit
• Re: Re: 25% snow load is Conservative, Rhkratzse
• Re: General Business, Vivian Huang
• Re: General Business, rnester
• Re: Accreditation of Inspection Agencies, ParkerSCal
• General Business, T
• General Business, T
• Re: General Business, Bill Allen, S.E.
• Re: General Business, Bill Allen, S.E.
• Re: Plywood Diaphragms, Daniel Del Carlo
• RE: General Business, Arenson

Sun Apr 19 02:21:52 GMT 1998

• Re: 25% snow load is Conservative, Bruno Côté
• LRFD, Gean A
• RE: Roof Retro-fit, James Cohen
• RE: Tornadoes, James Cohen
• Re: General Business, Effie
• STL: Coped/Blocked Connection, CanitzCF
• [no subject], terrence turner

Mon Apr 20 00:28:30 GMT 1998

• Food for thought, CarlS 95
• That was another week in general business., John Nichols
• Re: Food for thought, Bill Allen, S.E.
• Re: Food for thought, Lynn
• Re: Food for thought, Rlfong
• Re: Tornadoes, Dan Vines
• Re: Consideration of Column Cracking, Abdi (A.S. Moghadam)
• RE: Consideration of Column Cracking, Cezar Aanicai
• Re: 25% snow load is Conservative, Parkerres
• Re: General Business, Parkerres
• Re: Food for thought, Parkerres
• Re: General Business, Brian K. Smith
• Re: Timber pitched roof as a Diaphragm, NRoselund
• RE: That was another week in general business., Chi, Kehshin
• That was another week in general busines, Roger Turk
• Re: SLAB - Control Joints in Concrete Slab on Grade, CLaines
• Re: Food for thought, Bill Cain, S.E.
• RE: Tornadoes, Harold Sprague
• Re: General Business, Rob Stevens
• RE: That was another week in general busines, Harold Sprague
• RE: SLAB - Control Joints in Concrete Slab on Grade, Harold Sprague
• BRIDGE ENGINEERING & BRIDGE ARCHITECTURE, loof
• RE: BRIDGE ENGINEERING & BRIDGE ARCHITECTURE, Bill Polhemus
• Drafter / Engineer Needed, Parkerres
• Re: Food for thought, Bill Allen, S.E.
• Re: Food for thought, Bill Cain, S.E.
• Re: Food for thought, Bill Allen, S.E.
• Re: Plywood Diaphragms, Jill T. Shuttleworth, P.E. S.E.
• Power Spectrum, C=?iso-8859-2?Q?=E9sar Augusto Arbel=E1ez
• Re: Food for thought, Tom Chiu
• Re: Snow Load, Jill T. Shuttleworth, P.E. S.E.
• Re: Food for thought * UBC v. CBC, Rlfong
• Re: Power Spectrum, John Nichols

Tue Apr 21 00:10:38 GMT 1998

• Re: Timber pitched roof as a Diaphragm, John Nichols
• Re: Food for thought, Bill Cain, S.E.
• Re: Timber pitched roof as a Diaphragm, T
• Re: European Engineering Standards, JohnOtt CE
• Re: 25% snow load is Conservative, Drew Morris
• Re: Drafter / Engineer Needed, Shafat Qazi
• SEAOC Web Site is HOT, Shafat Qazi
• Re: Timber pitched roof as a Diaphragm, John Nichols
• RE: Tornadoes, James Cohen
• Re: SLAB - Control Joints in Concrete Slab on Grade, Smikeng
• Re: Consideration of Column Cracking, Mlcse
• ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• Re: That was another week..., Rhkratzse
• Re: Timber pitched roof as a Diaphragm, T
• Re: European Engineering Standards, Graham Fitch
• BRIDGE ENGINEER & BRIDGE ARCHITECT, loof
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, ErnieNSE
• Glass information, JPWillow
• Re: Coped/Blocked Connection, Chris Cobb
• Dyna3D, James Cohen
• Re: Glass information, Parkerres
• Re: Drafter / Engineer Needed, Parkerres
• My Response to Post by L. Anders Loof, Bill Polhemus
• AW: Glass information, rangelow . peter
• RE: leave seaoc, MRI of Visalia
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• RE: SLAB - Control Joints in Concrete Slab on Grade, Germaine, Bob/CVO
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, T
• AutoCAD: Capture screen to Word document file, Szuchuan Chang
• Humor: lyrics request, Dennis S. Wish
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, Bill Allen, S.E.
• RE: Glass information, Harold Sprague
• RE: AutoCAD: Capture screen to Word document file, James A. Lord
• RE: SLAB - Control Joints in Concrete Slab on Grade, Harold Sprague
• AutoCAD: Capture screen to Word document, Roger Turk
• RE: Drafter / Engineer Needed, Robert Grandmaison
• RE: Glass information, Jeff Smith
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Richard_Ranous/OES
• RE: Drafter / Engineer Needed, Jeff Smith
• Re: Drafter / Engineer Needed, Bill Allen, S.E.
• Re: SLAB - Control Joints in Concrete Slab on Grade, Brian K. Smith
• RE: Drafter / Engineer Needed, James A. Lord
• Re: Drafter / Engineer Needed, Parkerres
• Re: SLAB - Control Joints in Concrete Slab on Grade, Parkerres
• RE: Drafter / Engineer Needed, ITSEKSON SASHA
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• RE: AutoCAD: Capture screen to Word document file, Dennis S. Wish
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• Re: AutoCAD: Capture screen to Word document file, Bill Allen, S.E.
• Pipe Coupling, Rob Stevens
• Re: AutoCAD: Capture screen to Word document, Bill Allen, S.E.
• RE: Drafter / Engineer Needed, Dennis S. Wish
• Humor: The Dog Fight, Rick . Drake
• Re: Drafter / Engineer Needed, Shafat Qazi
• Re: Drafter / Engineer Needed, ErnieNSE

Wed Apr 22 00:24:29 GMT 1998

• Re: Drafter / Engineer Needed, Bill Allen, S.E.
• Mechanical Anchor at Fire Assembly, Mike Brown
• IBC Hearing Results, Sash Lulla
• List Job Offers, Dennis S. Wish
• RE: Drafter / Engineer Needed, David Carpenter
• Tilt-Up Retrofit: Need some information, Dennis S. Wish
• Re: AutoCAD: Capture screen to Word document, Arvel L. Williams, P.E.
• Re: Drafter / Engineer Needed, Shafat Qazi
• Re: List Job Offers, David Taquino
• Re: List Job Offers, Shafat Qazi
• RE: IBC Hearing Results, Dennis S. Wish
• Re: Coped/Blocked Connection, CanitzCF
• Pipe Coupling, Szuchuan Chang
• Re: AutoCAD: Capture screen to Word document, Bill Allen, S.E.
• Re: General Business, JAA
• Re: List Job Offers, BCainse
• Re: List Job Offers, ErnieNSE
• Re: List Job Offers, Tom Chiu
• Re: Tilt-Up Retrofit: Need some information, Parkerres
• RE: List Job Offers, Dennis S. Wish
• Re: Pipe Coupling, Lew Midlam
• Re: Pipe Coupling, Michael Donoghue
• Re: Mechanical Anchor at Fire Assembly, Michael Donoghue
• Microwave Termite Control for Wood Home, Sash Lulla
• Re: Tilt-Up Retrofit: Need some information, ErnieNSE
• Re: List Job Offers, Roger Turk
• Re: Microwave Termite Control for Wood Home, ErnieNSE
• Re: AutoCAD: Capture screen to Word document, Christopher Wright
• Re: List Job Offers (Survey), Shafat Qazi
• COMP Woodworks, Bill Allen, S.E.
• RE: Microwave Termite Control for Wood Home, Cezar Aanicai
• RE: Drafter / Engineer Needed, Robert Grandmaison
• Autocad Screen capture., John Nichols
• RE: List Job Offers, Dennis S. Wish

Thu Apr 23 02:14:31 GMT 1998

• One Question Survey, Shafat Qazi
• Re: COMP Woodworks, T
• Termite Control, Rob Stevens
• SMRF Issue forum, David Choi
• Re: COMP Woodworks, BVeit
• Re: AutoCAD: Copy to Word & more, Sleiman Serhal
• Re: SLAB - Control Joints in Concrete Slab on Grade, Smikeng
• Re: European Engineering Standards, gerald caraig
• COMP Woodworks, K. Hemmatyar
• Re: List Job Offers, robert0
• Re: AutoCAD: Capture screen to Word document, Bill Allen, S.E.
• Re: One Question Survey, Parkerres
• Re: COMP Woodworks, Bill Allen, S.E.
• Tilt-up alterations, Jeff Smith
• RE: COMP Woodworks, Caldwell, Stan
• Re: List Job Offers (Survey), Christopher Wright
• Re: One Question Survey, Michael Davis
• Survey Status, Shafat Qazi
• Re: Tilt-up alterations, J. Karim Hosseinzadeh
• Re: One Question Survey, Shafat Qazi
• RE: COMP Woodworks, Dennis S. Wish
• One Question Survey, Roger Turk
• RE: Tilt-up alterations, Chance, Acie P.
• masonry tests, Esteban González Elizondo
• RE: 25% snow load is Conservative, Tom Schaniel
• Re: Survey Status, Bill Allen, S.E.
• Re: COMP Woodworks, T
• Survey Results, Arenson
• Re: AutoCAD: Capture screen to Word document, Christopher Wright

Fri Apr 24 00:05:42 GMT 1998

• Re: Survey Status, Bill Allen, S.E.
• Re: Survey Status, Shafat Qazi
• Re: Tilt-up alterations, Richard_Ranous/OES
• Re: One Question Survey, Bill Allen, S.E.
• Re: Survey Status, Bill Allen, S.E.
• Re: Survey Status, Robert Bill
• Re: COMP Woodworks, Barry H. Welliver
• Re: Microwave Termite Control for Wood Home, Christopher Wright
• Re: AutoCAD: Copy to Word & more, Bill Allen, S.E.
• Re: Re: One Question Survey, Richard Lewis
• More about (Van) Gogh, Yank2002
• RE: Tilt-Up Retrofit: Need some information, Dennis S. Wish
• rebar stakes, Mark & Jessica Pemberton
• Re: Tilt-up alterations, ErnieNSE
• Re: Tilt-up alterations, Robert J Bossi
• Re: Survey Status, Parkerres
• Re: One Question Survey, Rlfong
• Re: List Job Offers, Drew A. Norman, S.E.
• Re: One Question Survey, ErnieNSE
• Re: COMP Woodworks, ErnieNSE
• Re: Subject: NEHRP Handbook, ASLCSE
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, T
• Re: Re: COMP Woodworks, Richard Lewis
• Re: AutoCAD: Capture screen to Word document file, selist
• RE: COMP Woodworks, Dennis S. Wish
• Fwd: Potential Research Project, Shafat Qazi
• Re: One Question Survey, Bill Allen, S.E.
• Re: Drafter / Engineer Needed, Celso Mendoza
• Re: Re: COMP Woodworks, Bill Allen, S.E.
• Basic Wind Speeds, CanitzCF
• RE: Drafter / Engineer Needed, Robert Grandmaison
• RE: Tilt-Up Retrofit: Need some information, Dennis S. Wish
• Re: AutoCAD: Capture screen to Word document, Bill Allen, S.E.
• RE: Subject: NEHRP Handbook, Dennis S. Wish
• RE: masonry tests, Dennis S. Wish
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• RE: COMP Woodworks, Dennis S. Wish
• RE: List Job Offers, Dennis S. Wish
• RE: One Question Survey, Dennis S. Wish
• Re: COMP Woodworks, T
• Re: One Question Survey, Geoffrey G. Melchor
• PECG Initiative-Proposition 224, SEAOCC
• Re: One Question Survey, ErnieNSE
• Re: AutoCAD: Copy to Word & more, Sleiman Serhal
• Brainteaser, lsmith
• RE: Brainteaser, Germaine, Bob/CVO
• Structural IBC, Sandy Pringle
• Re: Re: One Question Survey, Bill Cain, S.E.
• Re: PECG Initiative-Proposition 224, Bill Cain, S.E.
• RE: Brainteaser, Bill Polhemus
• Re: Brainteaser, Phil Dodd
• Job Postings on List Server, Arenson
• rebar stakes, Roger Turk
• RE: Brainteaser, Livingston, Michael
• General - Disaster Assistance, Richard_Ranous/OES
• RE: Brainteaser, Frank Yang
• Structural IBC, Roger Turk
• FEMA 310: EVALUATION OF EXISTING BUILDIN, Roger Turk
• Re: Structural IBC, Bill Allen, S.E.
• RE: Survey Results, Robert Grandmaison
• Pile Buck, Brian K. Smith
• RE: Brainteaser, Brent Koch
• RE: Pile Buck, Ed Marshall
• TILTUP - Bowed Tilt up Panels, Stan J
• Re: TILTUP - Bowed Tilt up Panels, Richard_Ranous/OES
• Re: Subject: NEHRP Handbook, David Carpenter
• Re: One Question Survey, Ajay Ray
• Re: One Question Survey, Bill Allen, S.E.
• TILTUP - Bowed Tilt up Panels, Roger Turk
• Autocad to Wordperfect, Patrick Rodgers
• Re: Autocad to Wordperfect, Bill Allen, S.E.
• RE: Autocad to Wordperfect, James A. Lord
• Re: Pile Buck, JOHN HUBERT
• Re: Autocad to Wordperfect, Lew Midlam
• Wind Modeling, Nguyen, John
• RE: FEMA 310: EVALUATION OF EXISTING BUILDIN, Dennis S. Wish
• Re: Wind Modeling, Charley Hamilton
• RE: Brainteaser, K. Hemmatyar
• Re: Brainteaser, Amaloyan
• Re: Autocad to Wordperfect, Roger Turk
• Re: Autocad to Wordperfect, Bill Allen, S.E.

Sat Apr 25 00:16:52 GMT 1998

• bracing connections, TheJorgies
• Fw: Brainteaser, T. Eric Gillham
• Re: Autocad to Wordperfect, Arvel L. Williams, P.E.
• Re: One Question Survey, JAMES S LAI
• Merlin, Cezar Aanicai
• Re: rebar stakes, Rob Stevens
• Re: rebar stakes, T
• Re: bracing connections, Stan J
• Re: SLAB - Control Joints in Concrete Slab on Grade, Bramhall
• RE: SLAB - Control Joints in Concrete Slab on Grade, Dennis S. Wish
• Re: SLAB - Control Joints in Concrete Slab on Grade, Bill Allen, S.E.
• Re: Brainteaser, Alexander Gutierrez

Sun Apr 26 02:22:46 GMT 1998

• Re: Brainteaser, ErnieNSE
• Re: Food for thought, ParkerSCal
• Re: Food for thought, ParkerSCal
• Re: Food for thought, ParkerSCal
• Re: One Question Survey, ParkerSCal
• FEMA 310, Handbook for the Seismic Evaluation of Buildings -- A Prestandard, FEMCCLURE
• Re: rebar stakes, P. Rajendran
• The interview...., Kathleen A. O'Brien
• Why Engineers Don't Write Cookbooks, Kathleen A. O'Brien
• stop me if you've heard this one-, Kathleen A. O'Brien
• Re: SLAB - Control Joints in Concrete Slab on Grade, Bill Allen, S.E.
• Plywood Diaphragms, Kathleen A. O'Brien
• SLAB - Control Joints in Concrete Slab on Grade, Kathleen A. O'Brien
• Fwd: Fun but rude: Stupidity worth noting, Kathleen A. O'Brien
• Topic: History of Conventional Framing Needed, Dennis S. Wish
• RE: SLAB - Control Joints in Concrete Sl, Roger Turk
• Re: Brainteaser, Amaloyan
• Granite's Modulus of Elasticity, K. Hemmatyar
• Re: Topic: History of Conventional Framing Needed, Bill Allen, S.E.

Mon Apr 27 01:07:22 GMT 1998

• Re: Topic: History of Conventional Framing Needed, Christopher Wright
• RE: Wind Modeling, James Cohen
• RE: Topic: History of Conventional Framing Needed, Dennis S. Wish
• RE: seaoc Digest for 26 Apr 1998, Allan Hickey
• RE: Re: One Question Survey, Michael Davis
• Re: rebar stakes, Rob Stevens
• Re: bracing connections, Bill Sherman
• RE: Re: One Question Survey, Michael Davis
• Re: Granite's Modulus of Elasticity, Richard Lewis
• Re: Re: SLAB - Control Joints in Concrete Slab on Grade, Richard Lewis
• RE: Granite's Modulus of Elasticity, Brent Koch
• Re: Granite's Modulus of Elasticity, NRoselund
• Re: rebar stakes, Phil Dodd
• RE: SLAB - Control Joints in Concrete Sl, Estes, Kent R.
• Re: SLAB - Control Joints in Concrete Slab on Grade, Phil Dodd
• FEMA 310: EVALUATION OF EXISTING BUILDINGS -Reply, Brian Kehoe
• Re: rebar stakes, Rob Stevens
• Catenary Calcs, MOHAMMAD HARIRI
• SEA of Arizona phone number?, Paul Blomberg
• Re: Topic: History of Conventional Framing Needed, Robert J Bossi
• Re: FEMA 310, Handbook for the Seismic Evaluation of Buildin, Sash Lulla
• RE: SLAB - Control Joints in Concrete Slab on Grade, Dennis S. Wish
• Survey Update, Shafat Qazi
• Re: Catenary Calcs, Ed . Haninger
• Re: SEA of Arizona phone number?, CTSTUC
• 1997 UBC Seismic, George Barclay
• Column leveling plates, Jerry King
• Re: ICBO Fax on Demand, Sash Lulla
• Re: Topic: History of Conventional Framing Needed, Sash Lulla
• [no subject], Robert Rollo
• Re: Column leveling plates, LMMA
• RE: Catenary Calcs, ITSEKSON SASHA
• RE: 1997 UBC Seismic, ITSEKSON SASHA

Tue Apr 28 00:26:56 GMT 1998

• Re: Granite's Modulus of Elasticity, John Nichols
• Re: AutoCAD: Capture screen to Word document file, MRodrig273
• Humor: Brain Teaser in real, Dennis S. Wish
• Looking for current Post-tensioning projects, MRodrig273
• Bolt Tension, Alex Nacionales
• Re: Bolt Tension, Lew Midlam
• Re: Looking for current Post-tensioning projects, Parkerres
• Re: Re: SLAB - Control Joints in Concrete Slab on Grade, Richard Lewis
• Re: Re: SLAB - Control Joints in Concrete Slab on Grade, Dan Vines
• RE: Looking for current Post-tensioning projects, Brent Koch
• Re: Column leveling plates, Richard Lewis
• Re: Glass information, rangelow . peter
• Re: 1997 UBC Seismic, Ron Hamburger
• Re: bracing conections, Evan . Jorgensen
• Stone masonry, Dave Evans
• RE: Bolt Tension, Harold Sprague
• RE: Stone masonry, Harold Sprague

Wed Apr 29 01:55:02 GMT 1998

• Survey, final results, Shafat Qazi
• 5 Thanks for responses (Granite's Modulus of Elasticity), K. Hemmatyar
• Some sad news.., Structeng1
• Masonry, Drew Morris
• Re: Masonry, Dave Anderson
• Re: Masonry, Amaloyan
• Re: Stone masonry, Parkerres
• Reinforced Masonry Design Criteria, Robert Rollo
• SEA of Arizona State Convention, CTSTUC
• Re: Survey, final results, Bill Allen, S.E.
• Re: Survey, final results, Your Name
• Bill Gates' Business, Cezar Aanicai
• Re: Survey, final results, Bill Cain, S.E.
• Nordic Preformance Based Code, Sash Lulla
• Re: Looking for current Post-tensioning projects, ASLCSE
• Survey, final result (Corrected), Shafat Qazi
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, Stan J
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• RE: Survey, final result (Corrected), Dennis S. Wish
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• [no subject], T
• Re: Survey, final result (Corrected), John Nichols
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, Bill Allen, S.E.
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• ICBO Fax on Demand Comments ?, Sash Lulla

Thu Apr 30 00:24:20 GMT 1998

• History of Conventional Wood Framing, Sash Lulla
• Re: Survey, final result (Corrected), J. Karim Hosseinzadeh
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• Re: Survey, final result (Corrected), John Nichols
• Caissons, Long, Tom
• RE: Bolt Tension, Paul McEntee
• Re: History of Conventional Wood Framing, Charles Greenlaw
• RE: Survey, final result (Corrected), Dennis S. Wish
• Re: Nordic Preformance Based Code, Gudrun Olafsdottir
• Re: Bolt Tension, Lew Midlam
• RE: Survey, final result (Corrected), John Cannon Jones
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• ASCE Foresic Engineering Seminar May 15, RLFOLEY
• Re: Survey, final result (Corrected), Jeff Smith
• RE: Survey, final result (Corrected), Chance, Acie P.
• Re: Survey, final result (Corrected), Lew Midlam
• RE: Bolt Tension, Roger Turk
• Re[2]: Nordic Preformance Based Code, Sash Lulla
• LOL: was Re: Survey, final result (Corrected), Jeff Smith
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• Re: Survey, final result (Corrected), Dan Vines
• Re: was Re: Survey, final result (Corrected), Lew Midlam
• Canadian Design Codes, Leo J. Bragagnolo
• I am looking for design guide and table for a semicircle 8" cmu arch design. The diameter is 16', th, Roger Yin
• International Web Sites, Dennis S. Wish
• RE: Survey, final result (Corrected), Dennis S. Wish
• RE: Survey, final result (Corrected), Dennis S. Wish
• RE: ICBO Seminar for 1997 UBC Earthquake Regulations, Dennis S. Wish
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, Bill Allen, S.E.
• RE: Bolt Tension, Ed Marshall
• Lift Beams, Michael D Zaitz
• RE: Bolt Tension, Harold Sprague
• Re: Lift Beams, Patrick W Bragassa
• Lift Beams, Roger Turk
• RE: Survey, final result (Corrected) -Reply, Patrick Taylor
• RE: Bolt Tension, Chance, Acie P.
• RE: Bolt Tension, Ed Marshall
• Re: Lift Beams, CanitzCF

Fri May 01 00:01:32 GMT 1998

• Re: I am looking for design guide and table for a semicircle 8" cmu arch design. The diameter is 16', th, John Nichols
• Quote: Guess the author?, Valerie T Eskelsen
• Steel: A36 Gr 50 vs AW44, Valerie T Eskelsen
• That's another week ended., John Nichols
• Bulk Storage loads, Valerie T Eskelsen
• RE: Survey, final result (Corrected), Dennis S. Wish
• Re: Quote: Guess the author?, John Nichols
• RE: Survey, final result (Corrected), John Nichols
• Re: Bulk Storage loads, John Nichols
• Re: I am looking for design guide and table for a semicircle 8" cmu arch desig, CanitzCF
• RE: Survey, final result (Corrected), Dennis S. Wish
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• Re: Survey, final result (Corrected), Bill Allen, S.E.
• RE: Survey, final result (Corrected), Dennis S. Wish
• Seismic Lateral Load, Geoffrey G. Melchor
• Re: Survey, final result (Corrected), Parkerres
• RE: Lift Beams, Germaine, Bob/CVO
• Dual List Servers, Rick . Drake
• RE: I am looking for design guide and table for a semicircle 8" cmu arch desig, Robert Rollo
• Re: Survey, final result (Corrected), Barry H. Welliver
• Re: Survey Update, Dgmurphy
• Re: Quote: Guess the author?, BRBATES
• Re: Stone masonry, Dgmurphy
• Bulk Storage loads, Roger Turk
• Re: Quote: Guess the author?, Valerie T Eskelsen
• OSB Sheathing, Bill Allen, S.E.
• RE: OSB Sheathing, Robert Rollo
• Re: Seismic Lateral Load, Christopher Wright
• RE: OSB Sheathing, Canitz, Charles F NAB02
• Re: OSB Sheathing, Bill Allen, S.E.
• RE: OSB Sheathing, Ed Marshall
• RE: OSB Sheathing, Canitz, Charles F NAB02
• Re: LOL, Anand Nene
• RE: Dual List Servers, Dennis S. Wish
• Let's discuss Bill Allen's One Question idea, Dennis S. Wish
• RE: OSB Sheathing, Roger Turk
• Re: Geotechnical opinions, CLaines
• Re: OSB Sheathing, Bill Allen, S.E.
• Re: Geotechnical opinions, Lew Midlam
• RE: OSB Sheathing, Chris Palmateer
• Re: History of Conventional Wood Framing, Charles Greenlaw
• Re: OSB Sheathing, CanitzCF

Sat May 02 01:11:13 GMT 1998

• Re: Seismic Lateral Load, Ken and Jane Kukes Penney
• Re[2]: Geotechnical opinions, Benson, Tom
• Re: OSB Sheathing, John Rose
• Re: Looking for current Post-tensioning projects, ParkerSCal
• Re: Bill Gates' Business, ParkerSCal
• Re: Looking for current Post-tensioning projects, ParkerSCal
• Re: Seismic Lateral Load, Geoffrey G. Melchor
• Re: Seismic Lateral Load, Geoffrey G. Melchor
• Re: Geotechnical opinions, Arvel L. Williams, P.E.
• Re: Geotechnical opinions, rnester
• Re: OSB Sheathing, Bill Allen, S.E.
• Re: 1997 UBC Seismic, Sadre
• Re: ASCE Foresic Engineering Seminar May 15, Dgmurphy
• Re: Survey, final result (Corrected), Dgmurphy
• Re: That's another week ended., Dgmurphy
• Re: That's another week ended., Bill Allen, S.E.
• MASONRY WALL, Dave Anderson
• Re: ICBO Seminar for 1997 UBC Earthquake Regulations, Stan J
• RE: Seismic Lateral Load, Nickel, Patrick

Sun May 03 00:07:10 GMT 1998

• Re: History of Conventional Wood Framing, -=maura=-
• test, NEZIH GUNAL
• Re: That's another week ended., Norb Volny

Mon May 04 00:38:03 GMT 1998

• Re: Quote: Guess the author?, John Nichols
• Re: CONCRETE RESERVOIR ON-GROUND SLAB THICKNESS, RG TAYLOR
• Re: Seismic Lateral Load, John Nichols
• Re: Geotechnical opinions, John Nichols
• A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), JAMES S LAI
• Re: CONCRETE RESERVOIR ON-GROUND SLAB THICKNESS, Raghu Pendyala
• Re: SLAB - Control Joints in Concrete Slab on Grade, Kathleen A. O'Brien
• RE: That's another week ended., Robert Rollo
• Re: CONCRETE RESERVOIR ON-GROUND SLAB THICKNESS, Bill Sherman
• Re: A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), Structeng1
• Re: Geotechnical opinions, Parkerres
• Structural Design on the Pacific coast of Russia, T
• Re: Structural Design on the Pacific coast of Russia, Robert J Bossi
• RE: Dual List Servers, Silva John Francis (sj)
• Windows 98, Caldwell, Stan
• Re: Nordic Performance Code, Sash Lulla
• RE: Dual List Servers, Dennis S. Wish
• RE: Windows 98, Dennis S. Wish
• Re: Windows 98, Bill Allen, S.E.
• Re: Quote: Guess the author?, Drew A. Norman, S.E.
• RE: Windows 98, Bill Polhemus
• Re: Windows 98, Bill Allen, S.E.
• RE: Windows 98, Bill Polhemus
• Re: Structural Design on the Pacific coast of Russia, T
• Re: Windows 98, Bill Allen, S.E.
• RE: Windows 98, Bill Polhemus
• FW: Windows 98, Nickel, Patrick
• RE: Windows 98, Dennis S. Wish
• RE: Windows 98, Dennis S. Wish
• RE: Windows 98, Dennis S. Wish
• Re: Quote: Guess the author?, Christopher Wright
• RE: Windows 98, Christopher Wright
• Re: Windows 98, Bill Allen, S.E.

Tue May 05 00:48:31 GMT 1998

• Re: Quote: Guess the author and God, John Nichols
• Re: Windows 98, Christopher Wright
• SEAOSC May 5th Dinner Meeting, Mlcse
• Re: Windows 98, Bill Allen, S.E.
• RE: Windows 98, Paul McEntee
• Publication "Recommended Lateral Force Requirements and Commentary", TahirQ
• Re: Publication "Recommended Lateral Force Requirements and Comm, Ron Hamburger
• Re: Structural Design on the Pacific coast of Russia, Sigmainc
• Self Driving Caissons, Mark A. Scott
• RE: Self Driving Caissons, Serroels, Chris/SAC
• Re: Self Driving Caissons, Bill Allen, S.E.
• Windspeed in Brooklyn, BVeit
• "T's" request for seismicity info on Nadhodka, R.D.McConnell
• Re: "T's" request for seismicity info on Nadhodka, T
• Re: Structural Design on the Pacific coast of Russia, T
• Re: Structural Design on the Pacific coast of Russia, Sigmainc
• Re: Windspeed in Brooklyn, TahirQ
• RE: Windows 98, CTSTUC
• Re: Structural Design on the Pacific coast of Russia, T
• Fw: Self Driving Caissons, Mark A. Scott

Wed May 06 00:22:22 GMT 1998

• RE: Structural Design on the Pacific coast of Russia, ITSEKSON SASHA
• Re: Publication "Recommended Lateral Force Requirements and Comm, TahirQ
• Re: Self Driving Caissons, Drew Morris
• Re: Self Driving Caissons, John Nichols
• Artificial Time-Histories Generation, rangelow . peter
• RE: Self Driving Caissons, Germaine, Bob/CVO
• RE: Windspeed in Brooklyn, Trobridge, Bruce
• Re: Self Driving Caissons, Bill Sherman
• RE: Windows 98, Bill Polhemus
• Question for East Coast Engineers, Dennis S. Wish
• "T's" request: Nakhodka seismicity info, R.D.McConnell
• RE: Question for East Coast Engineers, Trobridge, Bruce
• Re: Question for East Coast Engineers, Dan Vines
• RE: Question for East Coast Engineers, Ed Marshall
• Retaining wall design, Trobridge, Bruce
• Re: Question for East Coast Engineers, Lew Midlam
• Re: Question for East Coast Engineers, Richard Lewis
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Question for East Coast Engineers (non-tech response-don't read if you don't want to), Bill Allen, S.E.
• Re: Question for East Coast Engineers, Michael D Zaitz
• Karl Marx, Sash Lulla
• Re: Question for East Coast Engineers, Dan Vines
• East Coast Lateral Forces, DAVID N. MARTIN, P.E
• Re: Question for East Coast Engineers, Mike Brown
• Re: Question for East Coast Engineers, Lew Midlam
• RE: Question for East Coast Engineers, Robert Rollo
• Re: Question for East Coast Engineers, Roger Turk
• Roof Construction - 1 hour fire rating, Richard Lewis
• Fw: Question for East Coast Engineers, T. Eric Gillham
• RE: Question for East Coast Engineers, Al Grathwol
• Re: Question for East Coast Engineers, Rob Stevens
• Donations for an engineer in trouble, nmends

Thu May 07 00:09:34 GMT 1998

• Re:East Coast Lateral Forces, Brandon Erickson
• RE: Question for East Coast Engineers, Dennis S. Wish
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Donations for an engineer in trouble, Benson, Tom
• Re: Question for East Coast Engineers, Lew Midlam
• Re: Question for East Coast Engineers, Lew Midlam
• Re: Question for East Coast Engineers, Lew Midlam
• Re: Question for East Coast Engineers, Rob Stevens
• RE: Question for East Coast Engineers, ted partrick
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Roof Construction - 1 hour fire rating, LG LINDELL
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Retaining wall design, CanitzCF
• Licensing Question for New York Engineers, BVeit
• RE: Question for East Coast Engineers, John Nichols
• Re: Retaining wall design, Sleiman Serhal
• What's so special about a Special Moment Resisting Frame, Kathleen A. O'Brien
• Let's discuss Bill Allen's One Question idea, Kathleen A. O'Brien
• New creation, Kathleen A. O'Brien
• Employment, Lisa Tse
• Re: Question for East Coast Engineers, ErnieNSE
• Re: Retaining wall design, PEC - Lake City
• Re: Licensing Question for New York Engineers, JOHN HUBERT
• Re: Retaining wall design, RJConley
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• RE: Retaining wall design, Al Grathwol
• Masonry Sound Walls, Chance, Acie P.
• Re: Licensing Question for New York Engineers, Rob Stevens
• RE: Question for East Coast Engineers, Roger Turk
• Drinking and Driving, Roger Turk
• RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• Masonry Sound Walls, Roger Turk
• Re: New creation/Bully System ?, Sash Lulla
• Bully System, Sash Lulla
• RE: Employment, Dennis S. Wish
• RE: Question for East Coast Engineers, Dennis S. Wish
• RE: Question for East Coast Engineers, Al Grathwol
• RE: Let's discuss Bill Allen's One Question idea, Dennis S. Wish
• CORTEN steel, Lynn
• RE: Question for East Coast Engineers, Dennis S. Wish
• More Work for Engineers, FredT5
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• RE: CORTEN steel, Germaine, Bob/CVO
• Re: Retaining wall design, Bill Sherman
• RE: Tornadic Gust Wind Speeds vs Seismic, Roger Turk
• FW: Stainless shapes, Al Grathwol
• Read: Question for East Coast Engineers, Fulton Desler
• Re: Question for East Coast Engineers, Richard_Ranous/OES
• Re: Question for East Coast Engineers, Bill Allen, S.E.
• Re: Question for East Coast Engineers, Bill Allen, S.E.
• RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• FW: Stainless shapes, Estes, Kent R.
• Re: FW: Stainless shapes, BVeit
• RE: Stainless shapes & fiberglass too!, Robert Rollo
• RE: Stainless shapes, Ed Marshall
• RE: Stainless shapes & fiberglass too!, Ed Marshall
• Re: FW: Stainless shapes, Scott A Jensen
• RE: Question for East Coast Engineers, Dennis S. Wish
• Masonry Sound Walls -Reply, John Armijo
• RE: Question for East Coast Engineers, Bill Allen, S.E.
• Re: CORTEN steel, Rob Stevens
• Re: Question for East Coast Engineers, ErnieNSE
• Re: Stainless shapes, Bill Sherman
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• Fw: What's so special about a Special Moment Resisting Frame, T. Eric Gillham
• Re: CORTEN steel, Roger Turk
• Re: NEHRP HANDBOOK, ASLCSE
• RE: Stainless shapes, Shane Phillips
• Re: CORTEN steel, Roger Turk
• RE: Question for East Coast Engineers, Dennis S. Wish
• RE: Question for East Coast Engineers, Al Grathwol
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• Re: NEHRP HANDBOOK, David Carpenter

Fri May 08 00:04:40 GMT 1998

• Re: NEHRP HANDBOOK, Mark D. Baker
• RE: NEHRP HANDBOOK, Bill Allen, S.E.
• Re: NEHRP HANDBOOK, ASLCSE
• Re: CORTEN steel, Lynn
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Steel: A36 Gr 50 vs AW44, Bruno Côté
• RE: CORTEN steel, Powers, Tony
• Re: Question for East Coast Engineers, ErnieNSE
• Re: Retaining wall design, MRodrig273
• 1997 UBC Seismic, George Barclay
• Re: Masonry Sound Walls -Reply, Parkerres
• Re: CORTEN steel, Rob Stevens
• Re: 1997 UBC Seismic, Ron Hamburger
• CORTEN Steel, Michael Davis
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• AutoCad, Unicode for center line symbol, Szuchuan Chang
• Re: CORTEN steel, Roger Turk
• Internships for summer?, SEAOSC
• FW: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• RE: Tornadic Gust Wind Speeds vs Seismic, Harold Sprague
• RE: Question for East Coast Engineers, Dennis S. Wish
• RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• RE: Tornadic Gust Wind Speeds vs Seismic, Al Grathwol
• FW: Tornadic Gust Wind Speeds vs Seismic, Al Grathwol
• RE: Question for East Coast Engineers, Richard_Ranous/OES
• RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• RE: Tornadic Gust Wind Speeds vs Seismic, Harold Sprague
• Re: Tornadic Gust Wind Speeds vs Seismic, Bill Sherman
• RE: Tornadic Gust Wind Speeds vs Seismic, Ed Marshall
• QUESTION ABOUT USING MS EXCEL FOR SE APPLICATIONS., aaron
• RE: QUESTION ABOUT USING MS EXCEL FOR SE APPLICATIONS., Dennis S. Wish

Sat May 09 00:05:15 GMT 1998

• Re: Stainless shapes at sewage plants, Jim Warne
• . Friday humor (fwd), K. Hemmatyar
• Friday last word!, K. Hemmatyar
• Re: Question for East Coast Engineers, ErnieNSE
• RE: Question for East Coast Engineers, Dennis S. Wish
• Re: Self Driving Caissons, JonesMH
• Re: Question for East Coast Engineers, ParkerSCal
• Re: Question for East Coast Engineers, ParkerSCal
• Employment-CADD, Bill Allen, S.E.
• Re: Question for East Coast Engineers, Robert J Bossi
• AutoCad, Unicode for center line symbol, Mark Middlebrook
• RE: Self Driving Caissons, Serroels, Chris/SAC
• RE: Question for East Coast Engineers, Dennis S. Wish
• Employment Opportunity, TanerJ
• RE: CORTEN steel, Drew A. Norman, S.E.
• Internships for summer?, Drew A. Norman, S.E.

Sun May 10 08:49:04 GMT 1998

• Test - please ignore, Raghu S. Pendyala
• International Collecting on Invoices, K. Hemmatyar
• Re: Internships for summer?, Rob Stevens

Mon May 11 06:17:35 GMT 1998

• Re: Internships for summer?, MRodrig273
• Packages for designing footings, Pooya Shahkar
• Re: Packages for designing footings, Lynn
• RE: Internships for summer?, Trobridge, Bruce
• Re: Packages for designing footings, Alex Nacionales
• Crooked Anchor Bolts, Brent Koch
• 1Meg modem w/ DSLine: $20./mo?, Harris3803
• Re: 1Meg modem w/ DSLine: $20./mo?, Dan Vines
• RE: Crooked Anchor Bolts, Trobridge, Bruce
• . 1998 Structural Engineers World Congress (San Francisco, CA) July 19-23, K. Hemmatyar
• RE: 1Meg modem w/ DSLine: $20./mo?, John Cannon Jones
• Plan Checking, Al Grathwol
• Malaysian Building Code, Wira Tjong
• RE: Malaysian Building Code, Powers, Tony

Tue May 12 03:26:47 GMT 1998

• . Crooked Anchor Bolts, K. Hemmatyar
• Re: . Crooked Anchor Bolts, RDAHLMANN
• crane rails, RDAHLMANN
• Re: crane rails, Graham Fitch
• Re: crane rails, rlcararie
• Re: seaoc Digest for 11 May 1998, Troy Madlem
• Re: . Crooked Anchor Bolts, Christopher Wright
• Re: crane rails, Bill Sherman
• 1Meg modem w/ DSLine: $20./mo?, Ian Robertson
• RE: Crooked Anchor Bolts, Harold Sprague
• AutoCad Center Line & Plate Symbols, Roger Turk
• Re: Question for East Coast Engineers -Reply, Tim McCormick
• Blast Resistant Doors, Canitz, Charles F NAB02
• Re: Blast Resistant Doors, Patrick Rodgers
• RE: Blast Resistant Doors, Harold Sprague
• ISDN w/ modem for $65/mo.?, Harris3803
• Re: Packages for designing footings, Philip Christensen
• RE: Blast Resistant Doors, James Cohen
• On-line library, NRoselund
• RE: Blast Resistant Doors, Patel, Nick
• RE: On-line library, Bill Allen, S.E.
• Composite/Light gauge construction, John Cannon Jones

Wed May 13 00:21:23 GMT 1998

• Re: On-line library, MJSLAYSMAN
• (FW.) Study on the effect of lawyers within an economy, K. Hemmatyar
• Re: On-line library, Shafat Qazi
• moment frame conn. per FEMA, MarthaAlic
• Re: ISDN w/ modem for $65/mo.?, Lynn
• Re: Blast Resistant Doors, CanitzCF
• Not read: Re: Survey Update, ckloo
• Not read: Re: That's another week ended., ckloo
• Not read: Re: Survey, final results, ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: That's another week ended., ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: Stone masonry, ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: That's another week ended., ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Survey, final results, ckloo
• Not read: Re: Survey, final results, ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: That's another week ended., ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected), ckloo
• List Problem ??? 21 x "RE: Survey, final result (Corrected)", rangelow . peter
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: LOL: was Re: Survey, final result (Corrected), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: RE: Survey, final result (Corrected) -Reply, ckloo
• Not read: Re: was Re: Survey, final result (Corrected), ckloo
• Not read: Re: A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), ckloo
• Not read: Re: Survey, final result (Corrected), ckloo
• Not read: Re: ASCE Foresic Engineering Seminar May 15, ckloo
• Not read: A Final Farewell to Gordon Allen Kelsen, S.E. (1926-1998), ckloo
• Re: moment frame conn. per FEMA, Ron Hamburger
• Re: moment frame conn. per FEMA, Parkerres
• Re: Blast Resistant Doors, Norb Volny
• Re: Composite/Light gauge construction, Norb Volny
• Problem Resolved, Shafat Qazi
• Re: Malaysian Building Code, Steven Chu
• RE: Blast Resistant Doors, James Cohen
• RE: AutoCad Center Line & Plate Symbols, Mark Middlebrook
• Re: Blast Resistant Doors, Rob Stevens
• Blast Resistant Doors, Bill Bruin
• Re: Blast Resistant Doors, Roger Turk

Thu May 14 00:04:53 GMT 1998

• RE: AutoCad Center Line & Plate Symbols, Roger Turk
• Re: Blast Resistant Doors, Rlfong
• S.E. Review manuals, Abe Knapp
• Re: Blast Resistant Doors, CanitzCF
• Re: S.E. Review manuals, CanitzCF
• CMU Lintel Design Software, CanitzCF
• RE: AutoCad Center Line & Plate Symbols, Mark Middlebrook
• Re: RE: Question for East Coast Engineers, Rhkratzse
• Steel Jacketing of RC columns, Sleiman Serhal
• RE: AutoCad Center Line & Plate Symbols, Roger Turk
• Post-tensioning of doubly-curved roof, Mahmood Mufti
• Mexico/South American Code, Freilinger, Shawn W
• RE: Steel Jacketing of RC columns, Germaine, Bob/CVO
• RE: Steel Jacketing of RC columns, Robert Rollo
• Re: Blast Resistant Doors, Rob Stevens
• RE: Steel Jacketing of RC columns, Al Grathwol
• Re: Composite/Light gauge construction, Phil Hodge
• RE: Steel Jacketing of RC columns, Germaine, Bob/CVO
• RE: Steel Jacketing of RC columns, Robert Rollo
• Re:Split Rings, Patrick Taylor
• Re:Split Rings -Reply, John Armijo
• Re: Steel Jacketing of RC columns, Sleiman Serhal
• H2O at Bottom of Forms, Mike Brown
• Re: Steel Jacketing of RC columns, Sleiman Serhal
• Re: Steel Jacketing of RC columns, Sleiman Serhal
• RE: H2O at Bottom of Forms, Al Grathwol
• RE: Steel Jacketing of RC columns, Bill Allen, S.E.
• RE: Steel Jacketing of RC columns, Al Grathwol
• Re: Steel Jacketing of RC columns, Sleiman Serhal
• Re: H2O at Bottom of Forms, Charley Hamilton
• RE: Steel Jacketing of RC columns, Robert Rollo
• Need "Flitch-plate" design example, Dennis S. Wish
• RE: RE: Question for East Coast Engineers, Dennis S. Wish
• RE: Steel Jacketing of RC columns, Lee, Calvin
• Eathquake & 1997 UBC, Russell Schaefer
• Re: H2O at bot of forms, Mike Brown
• Re: Need "Flitch-plate" design example, John Buchanan
• Re: H2O at Bottom of Forms, Michael Donoghue
• Re: Need "Flitch-plate" design example, T
• Fw: Need "Flitch-plate" design example, T
• FW: Steel Jacketing of RC columns, Larsen, Mark
• Re: Eathquake & 1997 UBC, Julio . Guerra
• RE: Steel Jacketing of RC columns, Roger Turk
• Re:Split Rings, Roger Turk
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• RE: Steel Jacketing of RC columns, Bill Allen, S.E.
• Re: H2O at bot of forms, Roger Turk
• RE: Mexico/South American Code, Info CyA
• Re: Mexico/South American Code, Rob Stevens
• Re: Fw: Need "Flitch-plate" design example, Bruce Shephard
• RE: Need "Flitch-plate" design example, Ed Marshall
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• RE: Steel Jacketing of RC columns, Serroels, Chris/SAC
• RE: Need "Flitch-plate" design example, Ed Marshall
• RE: H2O at bot of forms, Al Grathwol
• RE: Need "Flitch-plate" design example, Robert Rollo
• RE: Steel Jacketing of RC columns, Roger Turk
• RE: H2O at bot of forms, Harold Sprague
• RE: Need "Flitch-plate" design example, Dennis S. Wish
• RE: Steel Jacketing of RC columns, Robert P. KAZANJY
• Re: Need "Flitch-plate" design example, T
• RE: Need "Flitch-plate" design example, Roger Turk
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• RE: Need "Flitch-plate" design example, Al Grathwol

Fri May 15 00:04:24 GMT 1998

• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• Re: Need "Flitch-plate" design example, T
• RE: Need "Flitch-plate" design example, Al Grathwol
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• Re: Steel Jacketing of RC columns, Parkerres
• Re: Granite Cladding (without mechanical fasteners), Wayne Fong
• Re: Need "Flitch-plate" design example, T
• Re: Need "Flitch-plate" design example, Bruce Shephard
• Saipan, RDAHLMANN
• RE: Need "Flitch-plate" design example, Dennis S. Wish
• Re: Need "Flitch-plate" design example, T
• Re: Steel Jacketing of RC columns, Sleiman Serhal
• Fw: Saipan, T. Eric Gillham
• Re: Saipan, Geoffrey G. Melchor
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• Mexico/South American Code, Orlando Prada
• RE: "Flitch-plate" design, Ed Marshall
• Re: Steel Jacketing of RC columns, Dan Connell
• Pressure Treated Wood, James F Fulton
• RE: "Flitch-plate" design, Bill Allen, S.E.
• [no subject], Robert Rollo
• Re: Composite/Light Gauge Construction, David R Jarmul
• RE: "Flitch-plate" design, Canitz, Charles F NAB02
• RE: Pressure Treated Wood, Estes, Kent R.
• Pressure Treated Wood, Roger Turk
• RE: Need "Flitch-plate" design example, Roger Turk
• RE: "Flitch-plate", Ed Marshall
• Re: Pressure Treated Wood, Michael Donoghue
• ASCE 7-95 Wind Loads, Roger Turk
• RE: Need "Flitch-plate" design example, Dennis S. Wish
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• Re: Re: "Flitch-plate" design, Richard Lewis
• RE: "Flitch-plate" design, nmoore
• H2O at Bot of Form, Mike Brown
• RE: "Flitch-plate", Bill Allen, S.E.
• Re: H2O at Bot of Form, nmoore
• Re: Pressure Treated Wood, Bill Sherman
• Site specific response spectra, Chris Palmateer
• H2O at Bot of Form, Roger Turk
• RE: Need "Flitch-plate" design example, Roger Turk
• RE: "Flitch-plate" design, Dennis S. Wish
• RE: Site specific response spectra, Al Grathwol
• Re: Site specific response spectra, Charley Hamilton
• Re: Need "Flitch-plate" design example, Parkerres
• RE: Need "Flitch-plate" design example, Bill Allen, S.E.
• RE: Need "Flitch-plate" design example, Roger Turk
• Re: Engineering Workplace Environment on Earth, Sash Lulla
• Re: Site specific response spectra, Bill Sherman

Sat May 16 00:07:37 GMT 1998

• Re: Engineering Workplace Environment on Earth, JLocke9
• Re: Pressure Treated Wood, ROBERT FENNEMA
• Re: ASCE 7-95 Wind Loads, Lew Midlam
• Re: "Flitch-plate" design, T
• Re: Pressure Treated Wood, Bobeng
• Jack Moore, Plácido
• Re: ASCE 7-95 Wind Loads, Roger Turk
• Re: ASCE 7-95 Wind Loads, Alfredo Hurtado

Sun May 17 04:34:15 GMT 1998

• Foundation Design in Seismic Zones, Donald W. Ross
• Canopy Roof Wind Load, CanitzCF
• Fw: Foundation Design in Seismic Zones, T. Eric Gillham
• Re: Steel Jacketing of RC columns, james korff
• Re: Steel Jacketing of RC columns, Alex Nacionales
• Post-tensioning (doubly-curved roof), K. Hemmatyar

Mon May 18 00:24:19 GMT 1998

• Re: Site specific response spectra, John Nichols
• Re: Canopy Roof Wind Load, Lew Midlam
• Re: Composite/Light gauge construction, Garrick Goldenberg
• Existing Foundations, Suatlian
• RE: Need "Flitch-plate" design example, Harold Sprague
• Canopy Roof Wind Load, Roger Turk
• Re: Canopy Roof Wind Load, Valerie T Eskelsen
• answer to #15 from seaoc Digest for 7 May 1998, Charlie Carter
• RE: Canopy Roof Wind Load, Canitz, Charles F NAB02
• RE: Site specific response spectra, Chris Palmateer
• H2O at Bot of Form, Spence Pickett
• Re: Canopy Roof Wind Load, Lew Midlam
• H2O at Bot of Forms, Mike Brown

Tue May 19 00:08:04 GMT 1998

• Re: Blast Resistant Doors, Robert Kazanjy
• RE: Mexico/South American Code, CARLOS ARCE LEON
• Earthquake Research Center, Mohd Aswardi Kong Azizi
• RE: Canopy Roof Wind Load, Canitz, Charles F NAB02
• SMIP98 Seminar on September 15, 1998, Huang, Moh
• e-mailing AutoCAD drawings, Sam Love
• RE: Earthquake Research Center, Silva John Francis (sj)
• Re: e-mailing AutoCAD drawings, Mark Florence
• Re: e-mailing AutoCAD drawings, Dan Vines
• IBC code change deadlines, Dave Dodgen
• Re[2]: Canopy Roof Wind Load, Ed . Haninger
• Re: e-mailing AutoCAD drawings, Mark Florence
• RE: e-mailing AutoCAD drawings, Bill Allen, S.E.
• Re: e-mailing AutoCAD drawings, Dan Vines
• Re: e-mailing AutoCAD drawings, nmoore
• IBC code change deadlines, Roger Turk
• Strengthening with Fiber Composites (FRP), M. Ehsani
• Re: Earthquake Research Center, KIM,YOUNG-KI
• Re: Earthquake Research Center, KIM,YOUNG-KI

Wed May 20 00:06:41 GMT 1998

• Re: Earthquake Research Center, KIM,YOUNG-KI
• Unreinforced Masonry Upgrades, DAVID N. MARTIN, P.E
• Courts putting cap on engr hourly fee?, Harris3803
• Soil report seismic acceleration minimums??, Harris3803
• SE Review -CA, BVeit
• Courts putting cap on engr hourly fee?, Roger Turk
• Re: Unreinforced Masonry Upgrades, John Nichols
• Re: Courts putting cap on engr hourly fee?, John Nichols
• Re: SE Review -CA, John Nichols
• Re: Canopy Roof Wind Load, CanitzCF
• Re: Re[2]: Canopy Roof Wind Load, CanitzCF
• Fwd: a joke for you (BBQing)....I'm in Oceanside here., Yank2002
• Re: Soil report seismic acceleration minimums??, rnester
• RE: Artificial Time Histories Generation, rangelow . peter
• Re: Courts putting cap on engr hourly fee?, Lew Midlam
• Load Testing, W. Gray Hodge
• Re: Load Testing, Y. Henry Huang
• RE: Load Testing, Harold Sprague
• RE: Soil report seismic acceleration minimums??, Harold Sprague
• Re: SE Review -CA, nmoore
• Re: Unreinforced Masonry (URM) Upgrades, NRoselund
• Re: SE Review -CA, Mike Brown
• Nonstructural seismic retrofit, Bill Whitaker
• RE: SE Review -CA, Bill Allen, S.E.
• RE: Load Testing, Trobridge, Bruce
• Re: Load Testing, Phil Hodge
• RE: H2O at Bot of Forms, Trobridge, Bruce
• Re: Unreinforced Masonry Upgrades, M. Ehsani
• Please, help me., Ing. Maurizio Cesa
• RE: Load Testing, Christopher Wright
• Re: Load Testing, Dave Evans
• HEWLETT PACKARD'S HP48G/GX, Alex Nacionales
• Re: Please, help me., nmoore
• RE: Artificial Time Histories Generation, Michael Valley
• RE: IBC code change deadlines, Dennis S. Wish
• Re: HEWLETT PACKARD'S HP48G/GX, Charley Hamilton
• Need help, Manoj Karunakaran & Sindhu
• Architects Doing Engineering -Enough!, Bill Allen, S.E.
• Re:Unreinforced Masonry Upgrades, Brandon Erickson
• RE: Unreinforced Masonry Upgrades, mohamadt
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Bill Polhemus
• RE: CORTEN steel, Bill Polhemus
• RE: CORTEN steel, Powers, Tony

Thu May 21 00:02:24 GMT 1998

• RE: Need help, Patel, Nick
• RE: Artificial Time Histories Generation, Walter Sheen
• Re: Soil report seismic acceleration minimums??, Harris3803
• RE: Artificial Time Histories Generation, John Nichols
• Re: Please, help me., RDAHLMANN
• USGS-National Seismic Hazard Mapping Project, CanitzCF
• RE: Soil report seismic acceleration minimums??, Harold Sprague
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Charles Greenlaw
• Re: Please, help me., MRodrig273
• Re: Architects Doing Engineering -Enough!, robert0
• Re: Architects Doing Engineering -Enough!, MRodrig273
• RE: Architects Doing Engineering -Enough!, robert0
• Re: HEWLETT PACKARD'S HP48G/GX, Geoffrey G. Melchor
• HP48G/GX Structural Design Programs, Alex Nacionales
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• Re: Architects Doing Engineering -Enough!, Tom Chiu
• Re: Architects Doing Engineering -Enough!, Pooya Shahkar
• Re: Architects Doing Engineering -Enough, Roger Turk
• RE:, Estes, Kent R.
• RE: Architects Doing Engineering -Enough, Bill Allen, S.E.
• Re: Architects Doing Engineering -Enough!, Mike Brown
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• RE: Architects Doing Engineering -Enough, Roger Turk
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• Diaphram Design, Richard Lewis
• RE: Soil report seismic acceleration minimums??, Estes, Kent R.
• RE: Diaphram Design, Robert Rollo
• Re: Diaphram Design, Charlie Carter
• Re: Architects Doing Engineering -Enough, Roger Turk
• Job Opening, Rob Stevens
• RE: Architects Doing Engineering -Enough, Bill Allen, S.E.
• Re: cardboard forms, Tarek Mokhtar
• RE: cardboard forms, Germaine, Bob/CVO
• RE: Soil report seismic acceleration minimums??, John Nichols
• RE: Architects Doing Engineering -Enough, John Nichols

Fri May 22 01:51:57 GMT 1998

• has seaoc one website for FAQ?, Cesar Freddy Gil
• Re: Diaphram Design, Harris3803
• Re: Architects Doing Engineering -Enough, FLew98
• Re: RE: Architects Doing Engineering -Enough!, MRodrig273
• glu-lams and termite damage, Mlcse
• RE: Architects Doing Engineering -Enough, Bill Allen, S.E.
• RE: Architects Doing Engineering -Enough -Reply, Al Grathwol
• RE: Architects Doing Engineering -Enough, Roger Turk
• RE: Architects Doing Engineering -Enough, Dennis S. Wish
• RE: Architects Doing Engineering -Enough -Reply, Bill Allen, S.E.
• Frank's Houses and Earthquakes, FredT5
• Re: Architects Doing Engineering -Enough, David Carpenter
• Re: glu-lams and termite damage, David Carpenter
• Re: Architects Doing Engineering -Enough -Reply, Tim McCormick
• Allowable Stress for I section about their weak Axis, Glauco
• [no subject], James Allen
• Re: HEWLETT PACKARD'S HP48G/GX, Alex Nacionales
• RE: Architects Doing Engineering -Enough, Al Grathwol
• Re: cardboard forms, Bill Sherman
• RE: Architects Doing Engineering -Enough, Bill Allen, S.E.
• Code Change Monographs, Dave Dodgen
• Conventional Framing Provisions in IBC, Dave Dodgen
• RE: Artificial Time Histories Generation, rangelow . peter
• DOG BONE CONNECTION - HELP, MarthaAlic
• Re: Architects Doing Engineering -Enough, Patrick Rodgers
• Re: Architects Doing Engineering -Enough, FLew98
• RE: Architects Doing Engineering -Enough -Reply, MRodrig273
• Re: DOG BONE CONNECTION - HELP, Majid Sarraf
• RE: Architects Doing Engineering -Enough, Bill Allen, S.E.
• RE: Architects Doing Engineering -Enough, Trobridge, Bruce
• RE: cardboard forms, Gregory P. Luth
• Re: glu-lams and termite damage, Peter Dombrowski
• Re: Architects Doing Engineering -Enough, Sassan Parhizgari
• Re: Architects Doing Engineering -Enough!, Robertson Ian G
• Re: HEWLETT PACKARD'S HP48G/GX, Marielle & Melvin
• glu-lams and termite damage, Roger Turk
• Re: Architects Doing Engineering -Enough!, Tom Chiu
• Re: Architects Doing Engineering -Enough, Christopher Wright
• Void Form, Gregory P. Luth

Sat May 23 01:02:14 GMT 1998

• Re: Architects Doing Engineering -Enough, Steve Privett
• shiplift, bill
• Re: Courts putting cap on engr hourly fee?, Rhkratzse
• RE: Architects Doing Engineering -Enough, Dennis S. Wish
• Chain e-mail letters, K. Hemmatyar
• Flexible diaphragm Sap 2000, MRodrig273
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• Re: Architects Doing Engineering -Enough!, FLew98
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• RE: Architects Doing Engineering -Enough!, Christopher Wright
• Re: On-line library, ParkerSCal
• SEISMIC: Pipe Supports and Thermal Stresses, Drew A. Norman, S.E.
• PRESSURE VESSELS: inspection -- referral opportunity, Drew A. Norman, S.E.
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• Re: Architects Doing Engineering -Enough!, FLew98
• Re: Architects Doing Engineering -Enough, Sassan Parhizgari
• Re: SEISMIC: Pipe Supports and Thermal Stresses, Christopher Wright
• robertson steel decking, Jeff Smith
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.
• Re: Architects Doing Engineering -Enough, RJConley
• Re: Architects Doing Engineering -Enough!, FLew98
• RE: Architects Doing Engineering -Enough!, Christopher Wright
• RE: Architects Doing Engineering -Enough!, Bill Allen, S.E.

Sun May 24 00:24:00 GMT 1998

• RE: Architects Doing Engineering -Enough!, -=maura=-
• Re: Architects Doing Engineering -Enough!, FLew98
• Re: robertson steel decking, dahil01
• RE: Architects Doing Engineering - Regulating Public Awareness, Dennis S. Wish
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• Conventional Framing Concerns - A letter to NAHB, Dennis S. Wish
• Re: PRESSURE VESSELS: inspection -- referral opportunity, rnester
• RE: Architects Doing Engineering -Enough!, Dennis S. Wish
• Re: PRESSURE VESSELS: inspection -- referral opportunity, P. Rajendran
• RE: Architects Doing Engineering -Enough!, Christopher Wright
• Re: Architects Doing Engineering -Enough!, Robert J Bossi
• Re: Conventional Construction (WAS: Architects Doing Engineering - Regulating, Rhkratzse
• RE: Architects Doing.. Response to Chris Wright, Dennis S. Wish
• RE: Conventional Construction (WAS: Architects Doing Engineering - Regulating, Dennis S. Wish
• looking for drafting work, Structec
• RE: Architects Doing.. Response to Chris Wright, Christopher Wright

Mon May 25 00:06:52 GMT 1998

• Re: Conventional Construction, ErnieNSE
• Re: SEISMIC: Pipe Supports and Thermal Stresses, John Nichols
• Fw: Flexible diaphragm Sap 2000, T. Eric Gillham
• Re: Frank's Houses and Earthquakes, John Nichols
• pt-tensioned slab design, jojo see
• Tangshen, John Nichols
• To Dennis,, John Nichols
• Re: Tangshen, FLew98
• Re: Conventional Framing Concerns - A letter to NAHB, John Rose
• Devil Humour involving and Engineer, John Nichols
• Re[2]: Frank's Houses and Earthquakes, jerome . tan
• Re: Tangshen, John Nichols
• Conventional Construction - Believe it or not - it's true, Dennis S. Wish
• RE: Conventional Framing Concerns - A letter to NAHB, Dennis S. Wish
• RE: Tangshen, Dennis S. Wish
• Re: RE: Tangshen, Rhkratzse
• RE: Architects Doing Engineering -Enough!, Charles Greenlaw
• Re: Conventional Framing Concerns - A letter to NAHB, John Rose
• Re: To Dennis, Radio Add, Rob Stevens
• e-mailing AutoCAD drawings, Kathleen A. O'Brien
• One Question Survey, Kathleen A. O'Brien
• Composite/Light gauge construction, Kathleen A. O'Brien
• RE: RE: Tangshen, Dennis S. Wish
• RE: On-line library, Kathleen A. O'Brien
• OPENING PANDORA'S BOX - Please Forward, Kathleen A. O'Brien
• Re: RE: RE: Tangshen, Rhkratzse
• Allowable Stress for I section about their weak Axis, Glauco
• Re: On-line library, Alex C. Nacionales
• Loose Cannons Probably Won't Help and May Harm, FredT5
• Re: Architects Doing Engineering -Enough!, Mark Swingle
• Conventional construction, Mark Swingle
• RE: RE: RE: Tangshen, Dennis S. Wish
• RE: Loose Cannons Probably Won't Help and May Harm, Dennis S. Wish

Tue May 26 00:14:43 GMT 1998

• Re: Tangshen, FLew98
• Tangshen Revisited:, John Nichols
• pre engineered metal building foundations, Joseph Murar
• Re: Loose Cannons Probably Won't Help and May Harm, nmoore
• Re: pre engineered metal building foundations, jerome . tan
• Re:One Question Survey, baltarj
• RE: Tangshen - Response to Frank Lew, Dennis S. Wish
• Fusion Bonded Epoxy (FBE) Coated Reinforcement, Eqbal M. Kassam
• DESIGN CONTEST, Scott Funderburk
• URM Law Info, FredT5
• Re: Tangshen - Response to Frank Lew, Robert J Bossi
• pt-tensioned slab design, Roger Turk
• RE: Fusion Bonded Epoxy (FBE) Coated Reinforcement, Harold Sprague
• Re: Tangshen - Response to Frank Lew, FLew98
• Re: Tangshen - Response to Frank Lew, Tom Chiu
• RE: Tangshen - My last word, Dennis S. Wish
• Re: Tangshen - Response to Frank Lew, Christopher Wright
• Re: Tangshen - Response to Frank Lew, Tom Chiu
• Re: Architects Doing Engineering -Enough, Robert Kazanjy
• Re: Tangshen - Response to Frank Lew, Roger Turk
• RE: Conventional Construction (WAS: Architects Doing Engineering), Bill Allen, S.E.
• Construction cost index, tyun

Wed May 27 00:32:11 GMT 1998

• RE: Construction cost index, HECTOR MORERA
• RE: Conventional Construction (WAS: Architects Doing Engineering), John Nichols
• Re: Conventional Construction (WAS: Architects Doing Engineering), FLew98
• The sense of the goose (fwd), K. Hemmatyar
• Re: Architects Doing Engineering -Enough, Sassan Parhizgari
• Re: One Question Survey, Rob Stevens
• Volunteers need for checking HSS data, Szuchuan Chang
• adios, auf Wiedersehen. au revoir, sayonara, FLew98
• Re: adios, auf Wiedersehen. au revoir, sayonara, NRoselund
• Need to information for PCM., À¯ÂùÀç
• Findleton's letter to ICBO (Wood Framed Shear Wall), Szuchuan Chang
• Re: adios, auf Wiedersehen. au revoir, sayonara, Rlfong
• RE: Conventional Construction (WAS: Architects Doing Engineering), Bill Allen, S.E.
• Re: Tangshen - Response to Frank Lew, Michael Donoghue
• SEAOC Plan Review, Rick . Drake
• Correlation of structural fasteners, Robert Rollo
• RE: Correlation of structural fasteners, Ed Marshall
• RE: Correlation of structural fasteners, Powers, Tony
• RE: adios, auf Wiedersehen. au revoir, sayonara, Dennis S. Wish
• FW: Conventional Framing Concerns - A response from NAHB, Dennis S. Wish
• Re: Correlation of structural fasteners, Charlie Carter
• RE: Architects Doing Engineering -Enough, Dennis S. Wish
• underwater inspection, NRoselund
• Re: adios, auf Wiedersehen. au revoir, sayonara, Randy Vogelgesang
• Re: adios, auf Wiedersehen. au revoir, sayonara, Bruce Shephard
• Software Upgrades, Roger Turk
• Software Upgrades, Caldwell, Stan
• Shear Wall Tests - Static vs. Dynamic, Roger Turk
• HP48G/GX programs, Alex C. Nacionales
• Re: FW: Conventional Framing Concerns - A response from NAHB, Bruce Shephard
• I Agree with Fred !, Caldwell, Stan
• Don't go just yet, Frank..., FredT5
• Construction As-built Drawings, Tom Chiu
• RE: Don't go just yet, Frank..., Caldwell, Stan
• RE: Software Upgrades, Dennis S. Wish
• CA to New Jersey, Stan J
• RE: I Agree with Fred !, Bill Allen, S.E.
• Re: I Agree with Fred !, David Carpenter
• Re: Software Upgrades, Tom Chiu
• RE: I Agree with Fred !, Bill Allen, S.E.

Thu May 28 00:18:06 GMT 1998

• Re: CA to New Jersey, TahirQ
• RE: Software Upgrades, Rick Becker
• RE: Shear Wall Tests - Static vs. Dynamic, Dennis S. Wish
• RE: I Agree with Fred !, Dennis S. Wish
• RE: Don't go just yet, Frank..., Dennis S. Wish
• RE: I Agree with Fred !, Dennis S. Wish
• RE: Software Upgrades, Bill Allen, S.E.
• Microsoft, John Nichols
• Re: Findleton's letter to ICBO (Wood Framed Shear Wall), John Rose
• RE: Microsoft, Chi, Kehshin
• WFCM, John Rose
• Re: Construction As-built Drawings, jerome . tan
• RE: Shear Wall Tests - Static vs. Dynami, Roger Turk
• Engineering ethics, James Hagensen
• RE: Findleton's letter to ICBO (Wood Framed Shear Wall), Bill Allen, S.E.
• Re: Engineering ethics, Harris3803
• Re: Construction As-built Drawings, Structeng1
• looking for drafting work, Kathleen A. O'Brien
• RE: Construction As-built Drawings, Paul McEntee
• Re: Engineering ethics, T
• Re: Engineering ethics, T
• Fw: Engineering ethics, T
• Re: Engineering ethics, rnester
• RE: Shear Wall Tests - Static vs. Dynami, Dennis S. Wish
• RE: I Agree with Fred !, BCainse
• Re: I Agree with Fred !, Randy Vogelgesang
• Re: Construction As-built Drawings, Alex C. Nacionales
• Re: Engineering ethics, Christopher Wright
• Re: Engineering ethics, Ron Hamburger
• Read: Tangshen - Response to Frank Lew, Fulton Desler
• RE: Software Upgrades, Caldwell, Stan
• RE: I Agree with Fred !, Bill Allen, S.E.
• RE: I Agree with Fred !, Caldwell, Stan
• RE: Shear Wall Tests - Static vs. Dynami, John Buchanan
• Re: I Agree with Fred !, Randy Vogelgesang
• Re: CA to New Jersey, Paul G. Adams
• RE: Shear Wall Tests - Static vs. Dynami, Roger Turk
• Engineering ethics, Roger Turk
• Re: Engineering ethics, nmoore
• Re: Engineering ethics, T
• Re: Engineering ethics, Tom Chiu
• Re: Construction As-built Drawings, Tom Chiu
• Re: DOG BONE CONNECTION - HELP, Charlie Carter
• Post-tensioned Slab-on-Grade, Gary Hart
• RE: Post-tensioned Slab-on-Grade, Habibi, Mike
• Re: Shear Wall Tests - Static vs. Dynami, JAA
• RE: Shear Wall Tests - Static vs. Dynami, Dennis S. Wish
• Re: Post-tensioned Slab-on-Grade, Juan C. Gray
• RE: Shear Wall Tests - Static vs. Dynami, Dennis S. Wish
• RE: Shear Wall Tests - Static vs. Dynami, Patrick Rodgers
• RE: I Agree with Fred !, ted partrick

Fri May 29 00:03:11 GMT 1998

• RE: I Agree with Fred !, John Nichols
• When insurance rates get affected..., FredT5
• trellis wind load, Jeff Smith
• RE: trellis wind load, Dennis S. Wish
• SEAOSC Elections, Bill Allen, S.E.
• RE: I Agree with Fred !, Dennis S. Wish
• Hardy Frame - follow up, Dennis S. Wish
• Stress-skin panels, Dennis S. Wish
• Re: When insurance rates get affected..., Bruce Shephard
• Re: I Agree with Fred !, dahil01
• Re: Engineering ethics, dahil01
• Re: Shear Wall Tests - Static vs. Dynami, JAA
• I disagree with Fred!, jerome . tan
• Re: trellis wind load, Charlie Carter
• Re: CA to New Jersey, Brian K. Smith
• Re:Stress-skin panels, Brandon Erickson
• Re: Stress-skin panels, Brian K. Smith
• Re: Stress-skin panels, Jeff Smith
• Re: Stress-skin panels, Michael D Zaitz
• Re: Re:Stress-skin panels, Mike Brown
• RE: CA to New Jersey, Bill Allen, S.E.
• RE: Stress-skin panels, Bill Allen, S.E.
• RE: Stress-skin panels, Ed Marshall
• Stress-skin panels, Roger Turk
• trellis wind load, Roger Turk
• Re: CA to New Jersey, Brian K. Smith
• RE: CA to New Jersey, Bill Allen, S.E.
• RE: CA to New Jersey, Trobridge, Bruce
• RE: CA to New Jersey, Ed Marshall
• Re: SEAOSC Elections, Shafat Qazi
• Freq Asked Question (FAQ), Shafat Qazi
• RE: CA to New Jersey, HECTOR MORERA
• Re: Engineering ethics, MJSLAYSMAN
• WESTERN UNITED STATES EARTHQUAKE INSURAN, Roger Turk

Sat May 30 00:19:15 GMT 1998

• Where is this non-residential, non-emotional structural listserv located?, FredT5
• Re: robertson steel decking, ASLCSE
• Re: pt-tensioned slab design, ASLCSE
• Re: Post-tensioned Slab-on-Grade, ASLCSE
• Re: Fusion Bonded Epoxy (FBE) Coated Reinforcement, Bruno Côté
• Eaglepoint's 2d/3d Analysis software, Alex C. Nacionales
• Re: Engineering ethics, Dgmurphy
• Re: Engineering ethics, raranous
• Pile Cap (Interconnected) Tie Beams, Baldridge & Associates Structural Engineering, Inc.

Sun May 31 11:58:01 GMT 1998

• Pressure vessel inspection - post from Drew A. Norman, P. Rajendran
• RR Tie retaining walls, Kathleen A. O'Brien

Mon Jun 01 00:15:54 GMT 1998

• Re: Hardy Frame - follow up, ROBERT FENNEMA
• Steel moment frame connections, Harris3803
• RE: RR Tie retaining walls, Dennis S. Wish
• Re: RR Tie retaining walls, BD2PE
• RE: RR Tie retaining walls, Kathleen A. O'Brien
• Re: RR Tie retaining walls, Kathleen A. O'Brien
• RE: Eaglepoint's 2d/3d Analysis software, Bill Polhemus
• RE: Eaglepoint's 2d/3d Analysis software, Trobridge, Bruce
• RE: Eagle Point's 2d/3d Analysis software, Joe Deppe
• Re: RR Tie retaining walls, Robert J Bossi
• RE: RR Tie retaining walls, Ed Marshall
• CSI PushOver Seminar, RYG
• Re: PRESSURE VESSELS: inspection -- referral opportunity, M. Ehsani
• 8th Canadian Conference on Earthquake Engineering (June 13-16, 1999) Vancouver, Canada, K. Hemmatyar
• Re: Eaglepoint's 2d/3d Analysis vs RISA3D, Alex C. Nacionales
• No on Prop 224!, Parkerres
• Re: 8th Canadian Conference on Earthquake Engineering (June 13-16, 1999) Vancouver, Canada, -=maura=-
• Re: No on Prop 224!, Benson, Tom
• RE: No on Prop 224!, Powers, Tony
• Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Williston Warren IV

Tue Jun 02 00:42:23 GMT 1998

• Re: Inspection Practice Letter, SEAOSC
• History of Fy in A36, Stan J
• RE: Eaglepoint's 2d/3d Analysis software, Ali Bakhshi
• Base Isolator Types, Ross Johnson
• Re[2]: Eagle Point's 2d/3d Analysis software, jerome . tan
• Re: Steel moment frame connections, Stan J
• Re: Re[2]: Eagle Point's 2d/3d Analysis software, Leonid Shectman
• [no subject], James Allen
• Re: RR Tie retaining walls, Kathleen A. O'Brien
• RE: RR Tie retaining walls, Kathleen A. O'Brien
• Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Kathleen A. O'Brien
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Dennis S. Wish
• Re: Radiant Heat, CanitzCF
• Re: Pile Cap (Interconnected) Tie Beams, ASLCSE
• Re: Eaglepoint's 2d/3d Analysis vs RISA3D, dahil01
• Re: Eaglepoint's 2d/3d Analysis software, ASLCSE
• Copy seaoc mails, Alex C. Nacionales
• Cross-Training vs. Specialization, Bill Polhemus
• RE: Eaglepoint's 2d/3d Analysis software, Joe Deppe
• Re: Cross-Training vs. Specialization, Structeng1
• Re: Cross-Training vs. Specialization, Christopher Wright
• RE: Cross-Training vs. Specialization, Bill Allen, S.E.
• Re: Cross-Training vs. Specialization, Edwin Schmeckpeper
• Eaglepoint's 2d/3d Analysis software, Troy Madlem
• RE: History of Fy in A36, Harold Sprague
• Re: Cross-Training vs. Specialization, Norb Volny
• RE: Engineering ethics, James Hagensen
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• RE: Eaglepoint's 2d/3d Analysis software, Bill Allen, S.E.
• Structural Base Isolator Types, Ross Johnson
• RE: Engineering ethics, Bill Allen, S.E.
• RE: Eaglepoint's 2d/3d Analysis software, Bill Polhemus
• RE: Eaglepoint's 2d/3d Analysis software, Joe Deppe
• Understanding Engineers (Humor), Caldwell, Stan
• New Earthquake Web page, Roger Turk
• RE: Engineering ethics, Roger Turk
• Re: Steel moment frame connections, Ron Hamburger
• Re: Base Isolator Types, Mark Sinclair
• SEAOC Organizational Changes, Ron Hamburger
• Re: Engineering ethics, Tom Chiu
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Shafat Qazi
• Friction factor for plastic flat bottom tank, ITSEKSON SASHA
• Re: Friction factor for plastic flat bottom tank, ErnieNSE
• [no subject], James Allen
• VOTE NO TODAY ON 224! (last reminder), Benson, Tom
• RE: Eaglepoint's 2d/3d Analysis software, Bill Allen, S.E.
• Good things about Eagle Point for Bill, Dan Vines
• RE: Eaglepoint's 2d/3d Analysis software, Ed Marshall
• ALGOR Software, Walter Sheen
• fema 267, Don Herington p.e.
• Re: Friction factor for plastic flat bottom tank, Lew Midlam
• Re: fema 267, Bill Cain, S.E.
• Exit Interview Form, Bouffard, Tom
• RE: Friction factor for plastic flat bottom tank, Ed Marshall
• Re: Friction factor for plastic flat bottom tank, Bill Cain, S.E.
• RE: Eaglepoint's 2d/3d Analysis software, Dave Evans
• Re: Good things about Eagle Point for Bill, Richard Lewis
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, SEAOSC
• Re: Friction factor for plastic flat bottom tank, Tom Chiu
• Re: Engineering ethics, MJSLAYSMAN
• RE: Steel moment frame connections, Germaine, Bob/CVO
• Re[2]: Engineering ethics, jerome . tan
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, raranous
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, raranous
• RE: Good things about Eagle Point for Bill, Jim Hester
• Re: Good things about Eagle Point for Bill, ASLCSE

Wed Jun 03 00:50:32 GMT 1998

• KANT Anchors, DAVID N. MARTIN, P.E
• Composite Action in Load Bearing Walls, DAVID N. MARTIN, P.E
• Staad PRO, HECTOR MORERA
• Re: ALGOR Software, CHall42
• Re: Eaglepoint's 2d/3d Analysis software, Lfl400
• Re: Eaglepoint's 2d/3d Analysis software, Smikeng
• Re: Friction factor for plastic flat bottom tank, rnester
• Re: CSI PushOver Seminar, EDLStruct
• Re: Eaglepoint's 2d/3d Analysis software, Geoffrey G. Melchor
• Re: fema 267, Claret Heider
• RE: Eaglepoint's 2d/3d Analysis software, Mark McCormick
• FW: ALGOR Software, Cezar Aanicai
• Re: Friction factor for plastic flat bottom tank, Barry H. Welliver
• Re: Composite Action in Load Bearing Walls, Mark McCormick
• results of 224, John Cannon Jones
• RE: KANT Anchors, Dan Vines
• RE: Good things about Eagle Point for Bill, Dan Vines
• Election Results, Caldwell, Stan
• RE: Election Results, Bill Allen, S.E.
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Peter Dombrowski
• Re: results of 224, Bill Cain, S.E.
• Staad Pro, Ecengrs
• Re: Staad Pro, Don Herington p.e.
• FW: ALGOR Software, Chance, Acie P.
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• Re: Staad Pro, Bill Cain, S.E.
• Re: results of 224, Roger Turk
• RE: Staad Pro, Bill Polhemus
• Re: KANT Anchors, Richard Lewis
• Re: results of 224, Bill Cain, S.E.
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Dennis S. Wish
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Nickel, Patrick
• ENERCALC Software / StaadPro, Michael D. Brooks
• RE: ENERCALC Software / StaadPro, HECTOR MORERA
• SEAOSC Board Inquiry from Warren, FredT5
• RE: results of 224, Dennis S. Wish
• Re: FW: ALGOR Software, Walter Sheen
• Re: ALGOR Software, Walter Sheen
• Re: Engineering ethics, David Carpenter
• RE: SEAOSC Board Inquiry from Warren, Dennis S. Wish
• Re: KANT Anchors, BD2PE

Thu Jun 04 00:55:15 GMT 1998

• results of 224, Kathleen A. O'Brien
• RE: results of 224, Kathleen A. O'Brien
• KANT Anchors, Kathleen A. O'Brien
• Re: Staad PRO, jerome . tan
• Re: RR Tie retaining walls, Bruno Côté
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, raranous
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, raranous
• Re: pt-tensioned slab system, Nemencio Macario
• Re: SEAOSC Board Inquiry from Warren, raranous
• Re: Eaglepoint's 2d/3d Analysis software, JAA
• RE: KANT Anchors, Goody, Doug
• Re: History of Fy in A36, Y. Henry Huang
• ALGOR, EAGLE, ETABS, STAAD etc., Y. Henry Huang
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• Re: pt-tensioned slab system, Roger Turk
• Home Energy Conservation Information on Web Sites, Sash Lulla
• RE: Changes to SEAOC and SEAOSC, SEAONC,, Roger Turk
• Need Help, Rob Stevens
• Re: SEAOSC Board Inquiry from Warren, Shafat Qazi
• Re: Need Help, Mogolfing
• GRANITE & MARBLE FASCIA PANELS, uthoff
• RE: Need Help, Jay Harris

Fri Jun 05 02:52:50 GMT 1998

• GRANITE & MARBLE FASCIA PANELS, K. Hemmatyar
• RE: SEAOSC Board Inquiry from Warren, Dennis S. Wish
• Re: SEAOSC Board Inquiry from Warren, raranous
• 90# Phone Scam, jpwykoff
• RE: ALGOR, EAGLE, ETABS, STAAD etc., Public Information
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, MJSLAYSMAN
• RE: Friction factor for plastic flat bottom tank, ITSEKSON SASHA
• Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), BRBATES
• FW: Staad PRO, ITSEKSON SASHA
• RE: GRANITE & MARBLE FASCIA PANELS, Harold Sprague
• RE: SEAOSC Board Inquiry from Warren, Dennis S. Wish
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Dennis S. Wish
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Cain, S.E.
• RE: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Public Information
• New information posted., Shafat Qazi
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, raranous
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Charles Greenlaw

Sat Jun 06 00:01:04 GMT 1998

• Re: CSI PushOver Seminar, Bisarya
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Dennis S. Wish
• Re: Changes to SEAOC / Bill/ Alan and no to centralization!, Harris3803
• Re: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, SEAOSC
• Board Meeting Minutes, SEAOSC
• Wind load program 'wind.exe', Szuchuan Chang
• SEAOSC Election Results, SEAOSC
• purposely permeable concrete, NRoselund
• Re: purposely permeable concrete, T
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, BCainse
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Bill Allen, S.E.
• Re: purposely permeable concrete, Charles Greenlaw
• COMP: MS Bookshelf98, Bill Allen, S.E.
• COMP: MS Bookshelf98, Roger Turk
• RE: COMP: MS Bookshelf98, Bill Allen, S.E.
• Saturday Musings: USC Wins College World Series-FIGHT ON!, Bill Allen, S.E.

Sun Jun 07 00:24:17 GMT 1998

• STEEL JOIST INFORMATION, TahirQ
• Re: STEEL JOIST INFORMATION, RDAHLMANN
• Re: STEEL JOIST INFORMATION -try Vulcraft, STEVE BIAN
• Re: STEEL JOIST INFORMATION, DAVID N. MARTIN, P.E
• RE: Changes to SEAOC and SEAOSC, SEAONC, SEAOSD and SEAOCC, Dennis S. Wish
• Lipstick (Humor), Roger Turk
• RE: COMP: MS Bookshelf98, Dennis S. Wish
• AUTOCAD To MICROSTATION, TahirQ
• Re: STEEL JOIST INFORMATION, Phil Hodge
• RE: AUTOCAD To MICROSTATION, Dennis S. Wish
• Need railroad car bridge info, Harris3803
• Plywood Sheathing - Cautionary Tale, Patrick Rodgers

Mon Jun 08 00:28:15 GMT 1998

• Re: Need railroad car bridge info, raranous
• Need railroad car bridge info, Roger Turk
• Re: Wind load program 'wind.exe', TVDEsq
• Re: Need railroad car bridge info, nmoore
• Q&A - Future of Server, JAMES S LAI
• Re: Q&A - Future of Server, BCainse
• Re: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), YHHuang
• Re: Q&A - Future of Server, BCainse
• Re: Engineering ethics, Rhkratzse
• Re: AUTOCAD To MICROSTATION, Michael Donoghue
• FW: Q&A - Future of Server, Nickel, Patrick
• RE: Q&A - Future of Server, Bill Allen, S.E.
• Re: Need railroad car bridge info, Russell Schaefer
• FW: Q&A - Future of Server -Reply, Jeff Franklin
• RE: Need railroad car bridge info, Powers, Tony
• Re: Need railroad car bridge info, nmoore
• Re: purposely permeable concrete, NRoselund
• RE: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Public Information
• Richter Magnitudes, Yank2002
• RE: AUTOCAD To MICROSTATION, Mark Middlebrook
• Re: Q&A - Future of Server, Tom Chiu
• Re: Richter Magnitudes, Benson, Tom
• W/C ratio, was:purposely permeable concrete, Jeff Smith
• RE: W/C ratio, was:purposely permeable concrete, Horning, Dick/CVO
• Wood Shear Walls Bracing Masonry, Barry H. Welliver
• SE Review manuals, Abe Knapp
• Re: W/C ratio, was:purposely permeable concrete, nmoore
• Re: Richter Magnitudes, Robert Kazanjy
• RE: Q&A - Future of Server, Rick Becker
• RE: W/C ratio, was:purposely permeable concrete, Harold Sprague
• RE: Q&A - Future of Server, Dan Vines
• Re[2]: W/C ratio, was:purposely permeable concrete, Benson, Tom
• Q&A - Future of Server, Roger Turk
• Re: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Majid Sarraf
• Re: W/C ratio, Bill Sherman

Tue Jun 09 02:07:13 GMT 1998

• Re: W/C ratio, was:purposely permeable concrete, Jeff Smith
• Re: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), YHHuang
• [Fwd: Re: Q&A - Future of Server], JAMES S LAI
• [Fwd: Re: Q&A - Future of Server], JAMES S LAI
• [Fwd: Re: Q&A - Future of Server], JAMES S LAI
• Re: Q&A - Future of Server, Nathan Valles
• [Fwd: Re: Q&A - Future of Server], JAMES S LAI
• Re: Q&A - Future of Server, Nathan Valles
• Re: Engineering ethics (St. Joan of Arc), -=maura=-
• plywood shearwall nail slip values, Mlcse
• purposely permeable concrete, rnester
• RE: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Public Information
• RE: purposely permeable concrete, Canitz, Charles F NAB02
• RE: purposely permeable concrete, Germaine, Bob/CVO
• RE: W/C ratio, Harold Sprague
• Need Help (non structural), K. Hemmatyar
• What a terrible tragedy (Humor), K. Hemmatyar
• Looking for tent to buy! (Humor), K. Hemmatyar
• RE: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Christopher Wright
• Re: Wood Shear Walls Bracing Masonry, Mike Brown
• SE Review manuals, Abe Knapp
• RE: W/C ratio, Scott A Jensen
• Re: W/C ratio, was:purposely permeable c, Roger Turk
• Re: Need Help (non structural), David Carpenter
• RE: W/C ratio, Harold Sprague
• RE: Partial Rigidity (was ALGOR, EAGLE, ETABS, STAAD etc.), Majid Sarraf
• Re: Need Help (non structural), Phil Hodge
• Re: Q&A - Future of Server, Phil Hodge
• SSEC Guildlines on Bolted Moment Connections, Mark Oakford - Structural Engineer
• Re: Q&A - Future of Server, Aswin Rangaswamy
• Re: Wood Shear Walls Bracing Masonry, Barry H. Welliver
• Re: W/C ratio, was:purposely permeable c, Jeff Smith
• Software, Pikaso Software Inc.
• ENGR HUMORRRRRRRRRRR, TahirQ
• Re: Wood Shear Walls Bracing Masonry, Roger Turk
• Re: Engineering ethics (St. Joan of Arc), -=maura=-

Wed Jun 10 00:37:09 GMT 1998

• Re: W/C ratio, Bill Sherman
• Wood truss design paper, Frank Woeste
• Re: Need Help (non structural), Rlfong
• Surveys on the list (was Q&A - Future of Server), ITSEKSON SASHA
• RE: Q&A - Future of Server -Reply, ITSEKSON SASHA
• Re: W/C ratio, was:purposely permeable concrete, Parkerres
• Re: purposely permeable concrete, rnester
• Elevated Tanks, Alexander Gutierrez
• FEMA 310, Handbook for the Seismic Evaluation of Buildings --A Prestandard., FEMCCLURE
• Re: FEMA 310, Handbook for the Seismic Evaluation of Buildings --A Prestandard., raranous
• RE: Elevated Tanks, Horning, Dick/CVO
• RE: Elevated Tanks, Jim Hester
• Re: FEMA 310, Handbook for the Seismic E, Roger Turk
• tension only bracing, Jeff Smith
• Re: Surveys on the list (was Q&A - Future of Server), BCainse
• Re: Elevated Tanks, BCainse
• Wood Shear Walls Bracing Masonry, Robert J Bossi
• Pressure on tanks, hsassi
• Re: Fibrous concrete, ayvel
• Is there a meeting in Ventura tonight?, Mogolfing
• RE: Pressure on tanks, Harold Sprague
• Re: Pressure on tanks, Bill Sherman
• RE: Fibrous concrete, Harold Sprague
• RE: Fibrous concrete, Robert Rollo
• Reply to Cezar Aanicai, Abe Knapp
• Re: Fibrous Concrete, Mike Brown
• BRIDGE DESIGN: Questions re Live Load Distribution Factors in AASHTO-LRFD, Bill Polhemus
• Re: FEMA 310, Handbook for the Seismic Evaluation of Buildings --A Prestandard., Bruce Shephard
• RE: Fibrous concrete, Harold Sprague
• ICBO ES EVALUATION COMMITEE HEARING SCHEDULE, Sash Lulla
• Re: Q&A - Future of Server, Bruce Shephard
• Re: Fibrous concrete, Mike Brown

Thu Jun 11 01:05:36 GMT 1998

• RE: Surveys on the list (was Q&A - Future of Server), ITSEKSON SASHA
• RE: BRIDGE DESIGN: Questions re Live Load Distribution Factors in AASHTO-LRFD, Powers, Tony
• FW: You will not believe this one..., ITSEKSON SASHA
• RE: You will not believe this one..., Bill Allen, S.E.
• Re: FW: You will not believe this one..., Bruce Shephard
• You will not believe this one..., K. Hemmatyar
• The Eleven Commandments, Kathleen A. O'Brien
• Re: Elevated Tanks, Celso Mendoza
• Re: FEMA 310, Handbook for the Seismic Evaluation of Buildings --A Prestandard., Celso Mendoza
• Fwd: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 310, FEMCCLURE
• FEMA 310, Mel Green
• tying rebar, W. Gray Hodge
• RE: You will not believe this one..., ITSEKSON SASHA
• RE: tying rebar, Brent Koch
• Re: tying rebar, K. Hemmatyar
• Re: tying rebar, Tom Chiu
• RE: tying rebar, Powers, Tony
• RE: You will not believe this one..., Bill Allen, S.E.
• Not read: RE: CORTEN steel, Farzad
• Not read: RE: Architects Doing Engineering -Enoug, Farzad
• RE: Surveys on the list (was Q&A - Future of Server), Dennis S. Wish
• RE: Wood Shear Walls Bracing Masonry, Dennis S. Wish
• Re: The Eleven Commandments, Charles Greenlaw
• Managed Health Care (Fwd), Kathleen A. O'Brien
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 3, Parkerres
• 1-3/4" roof slab, Alex C. Nacionales
• Re: tying rebar, Lew Midlam
• Corrosion Protection of Structural Steel, BILL RICE
• Seawall Design, Brad Friederichs
• Re: Fwd: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 310, Charles Greenlaw

Fri Jun 12 00:51:48 GMT 1998

• Bronze, Parkerres
• COMP: Browsers & e-mail choices, Bill Allen, S.E.
• Re: tying rebar, Baldridge & Associates Structural Engineering, Inc.
• "Old" and "New" Woman, Yank2002
• Re: tying rebar, Alex C. Nacionales
• "Old" and "New" Woman, Kathleen A. O'Brien
• Re: 1-3/4" roof slab, John F. Jones
• Re: 1-3/4" roof slab, TahirQ
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FEMA 3, FEMCCLURE
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, FEMCCLURE
• Tying Rebar, Rob Stevens
• Re: Seawall Design, Michael Donoghue
• Re: "Old" and "New" Woman, PEC - Lake City
• Re: "Old" and "New" Woman, PEC - Lake City
• RE: "Old" and "New" Woman, Chance, Acie P.
• Re: Seawall Design, nmoore
• Re: Seawall Design, nmoore
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, Charles Greenlaw
• SCBF - Steel Concentrically Braced Frames in Special and Tall Buildings, Stan J
• Pier Design, Steve Privett
• ANY USED PLOTTERS FOR SALE?, TahirQ
• RE: SCBF - Steel Concentrically Braced Frames in Special and Tall Buildings, Bill Allen, S.E.
• RE: SCBF - Steel Concentrically Braced Frames in Special and Tall Buildings, Brent Koch
• Warranty Card, Caldwell, Stan
• Re: SCBF - Steel Concentrically Braced Frames in Special and Tal, Michael Valley

Sat Jun 13 00:10:11 GMT 1998

• Partially rigid connection design, Christopher Wright
• Re: SCBF - Steel Concentrically Braced Frames in Special and Tal, Stan J
• Re: SCBF - Steel Concentrically Braced Frames in Special and Tal, Michael Valley
• Fwd: Period Calculation for One Story Bu, Roger Turk
• Re: Need Help, dahil01
• Richter Magnitudes, R.D.McConnell
• P/C Panel Anchorage Load, qwu1
• spangler formula, Juan Enrique Justo
• FW: P/C Panel Anchorage Load, La Count, Curt
• Blast Resistant structures, Sassan Parhizgari
• Re: 1-3/4" roof slab, Alex C. Nacionales
• Re: 1-3/4" roof slab, Lew Midlam
• RE: Blast Resistant structures, Patel, Nick
• Re: 1-3/4" roof slab, Alex C. Nacionales

Sun Jun 14 05:15:35 GMT 1998

• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, Charles Greenlaw
• RE: Partially rigid connection design, Public Information
• Re: Blast Resistant structures, Structeng1
• Re: P/C Panel Anchorage Load, Structeng1
• Re: Blast Resistant structures, RJConley
• Reply to A. Roger Turk's Comments on Period Calculation for One Story Building, FEMCCLURE
• Re: P/C Panel Anchorage Load, edean
• Re: Courts putting cap on engr hourly fee?, ParkerSCal
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, FEMCCLURE
• Re: Courts putting cap on engr hourly fee?, ParkerSCal
• Re: Courts putting cap on engr hourly fee?, ParkerSCal
• Re: Load Testing, ParkerSCal
• Re: Load Testing, ParkerSCal
• Re: DOG BONE CONNECTION - HELP, ParkerSCal
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, FEMCCLURE
• Re: 1-3/4" roof slab, Lew Midlam
• Re: 1-3/4" roof slab (w/ 6mm RSB @.10 for S.S. and .20 @L.S.), Alex C. Nacionales
• Re: 1-3/4" roof slab (w/ 6mm RSB @.10 for S.S. and .20 @L.S.), Lew Midlam
• RE: Partially rigid connection design, Christopher Wright
• Re: 1-3/4" roof slab (smooth plaster finish), Alex C. Nacionales
• Re: ANY USED PLOTTERS FOR SALE?, Parkerres
• Church renovation to last 100 years, Alex C. Nacionales
• Re: SCBF - Steel Concentrically Braced Frames in Special and Tal, Parkerres

Mon Jun 15 00:25:45 GMT 1998

• Re[2]: 1-3/4" roof slab, jerome . tan
• Re: 1-3/4" roof slab, jerome . tan
• RE: Blast Resistant structures, James Cohen
• RE: Blast Resistant structures, Walter Sawruk
• Masonry Parapet Walls, Gilligan
• Re: Masonry Parapet Walls, raranous
• Re: "Old" and "New" Woman, Kathleen A. O'Brien
• Wood Truss Council of America Web Site Under Construction, WTCA
• RE: Masonry Parapet Walls, John Cannon Jones
• Read: Wood Truss Council of America Web, Fulton Desler
• RE: Courts putting cap on engr hourly fee?, Jim Hester
• RE: BRIDGE DESIGN: Questions re Live Load Distribution Factors inAASHTO-LRFD, Bill Polhemus
• BRIDGE: Need Recommendations for Bridge Design Programs, Bill Polhemus
• RE: ANY USED PLOTTERS FOR SALE?, Bill Allen, S.E.
• RE: Courts putting cap on engr hourly fee?, Bill Allen, S.E.
• RE: BRIDGE: Need Recommendations for Bridge Design Programs, HECTOR MORERA
• RE: Masonry Parapet Walls, Dennis S. Wish
• RE: Period Calculation for One Story Building with Flexible Diaphragm, FE, Dennis S. Wish
• RE: Moment connection, Jerry King
• RE: Moment connection, Robert Rollo
• Screen Anchors in Unreinforced Masonry, FredT5
• Re: Moment connection, Charlie Carter
• Read: Wood Truss Council of America Web, seapac
• RE: Screen Anchors in Unreinforced Masonry, Dan Vines
• spangler formula / convective forces, Juan Enrique Justo
• Re: Screen Anchors in Unreinforced Masonry, Russell Schaefer

Tue Jun 16 00:31:53 GMT 1998

• Re: Screen Anchors in Unreinforced Masonry, COEngineer
• RE: Read: Wood Truss Council of America Web, Bill Allen, S.E.
• Light Guage Inspection Questions, Sandy Pringle
• Re: Screen Anchors in Unreinforced Masonry, BCainse
• RE: Screen Anchors in Unreinforced Masonry, Dennis S. Wish
• Re: Period Calculation for One Story Building with Flexible Diaphragm, FE, Charles Greenlaw
• SCREEN ANCHORS IN UNREINFORCED (BRICK) MASONRY, Don Herington p.e.
• Old and New Woman, Spence Pickett
• RE: Light Gauge Inspection Questions, Horning, Dick/CVO
• Re: Screen Anchors in Unreinforced Masonry, Mike Brown
• RE: Old and New Woman, Bill Polhemus
• RE: Screen Anchors in Unreinforced Masonry, ITSEKSON SASHA
• RE: Screen Anchors in Unreinforced Masonry, Dennis S. Wish
• RE: Period Calculation for One Story Building with Flexible Diaphragm, FE, Dennis S. Wish
• RE: Screen Anchors in Unreinforced Masonry, ITSEKSON SASHA
• RE: Courts putting cap on engr hourly fee?, Jim Hester
• Fw: Courts putting cap on engr hourly fee?, T. Eric Gillham
• Civil PE Exam, Vanessa . Camelo
• Fwd: FEMA 310, Handbook for the Seismic Evaluation, Shafat Qazi
• Re: Civil PE Exam, info

Wed Jun 17 00:12:13 GMT 1998

• Continuing Education Seminar Topics, csh
• "Soccer World Cup" calculation, K. Hemmatyar
• Need Help (non structural) "Thanks for responses", K. Hemmatyar
• Earthquakes and land movement, Patti Ortutay
• Re: Civil PE Exam, JRGuer
• Re: Fwd: FEMA 310, Handbook for the Seismic Evaluation, Bill Cain, S.E.
• RE: Courts putting cap on engr hourly fee?, Bill Allen, S.E.
• Re: Earthquakes and land movement, Tom Chiu
• Re: Earthquakes and land movement, Steve Privett
• Steel bolts pulling through plate, John Lawson
• RE: Period Calculation for One Story Building with Flexible Diaphragm, FE, Dennis S. Wish
• Re: Civil PE Exam, dnngo
• Re: Fw: Courts putting cap on engr hourly fee?, Christopher Wright
• Old and New Woman, Kathleen A. O'Brien
• Fw: Civil PE Exam, T. Eric Gillham
• Steel bolts pulled thru steel plate, John Lawson
• RE: Courts putting cap on engr hourly fee?, Kathleen A. O'Brien
• Re: Continuing Education Seminar Topics, Harris3803
• Re: Civil PE Exam, dnngo
• RE: Courts putting cap on engr hourly fee?, Jim Hester
• Plywood Sheathing, Steve Winistorfer
• Re[2]: Civil PE Exam, Joshua . Plummer
• RE: Earthquakes and land movement, Dennis S. Wish
• Re: Courts putting cap on engr hourly fee?, Mike Brown
• Re: "Soccer World Cup" calculation, NRoselund
• Re: Civil PE Exam, Roger Turk
• Re[2]: Civil PE Exam, Vanessa . Camelo
• RE: "Soccer World Cup" calculation, Brent Koch
• RE: Courts putting cap on engr hourly fee?, Jim Hester
• speaking of good SE review manuals...., LauraK
• re: Re[2]: Civil PE Exam, ltang
• Re: Steel bolts pulled thru steel plate, Majid Sarraf
• temp steel, Mark D. Baker
• Smarter Engineers!!, Caldwell, Stan
• Re[4]: Civil PE Exam, Vanessa . Camelo
• RE: concrete in corrosive environment, Jerry King
• RE: temp steel, Horning, Dick/CVO
• Re: Continuing Education Seminar Topics, Alex C. Nacionales
• RE: temp steel, HECTOR MORERA
• 60,000 psi limit on Reinforceing bars, Alex C. Nacionales
• Re: temp steel, Alex C. Nacionales
• temp steel, Mark D. Baker
• RE: temp steel, HECTOR MORERA
• RE: temp steel, Horning, Dick/CVO
• Re: 60,000 psi limit on Reinforceing bars, Michael Valley
• RE: temp steel, HECTOR MORERA
• RE: Civil PE Exam, Dennis S. Wish
• UBC Inspection and Observation Program, Sandy Pringle

Thu Jun 18 00:23:12 GMT 1998

• Re: Partially rigid connection design, Y. Henry Huang
• Re: temp steel, Lew Midlam
• Re: Re[2]: Civil PE Exam, dnngo
• Re: Partially rigid connection design, Bill Allen, S.E.
• RE: Re[2]: Civil PE Exam, Dennis S. Wish
• Re: Fw: Courts putting cap on engr hourly fee?, MJSLAYSMAN
• Re: Re[2]: Civil PE Exam, LtTang
• Re: Plywood Sheathing, Bobeng
• Re: Partially rigid connection design, Bobeng
• Re: Smarter Engineers!!, Christopher Wright
• Re: Partially rigid connection design, Majid Sarraf
• Smarter Engineers!!(?), K. Hemmatyar
• Re: Smarter Engineers!!, robert l cararie
• RE: concrete in corrosive environment, nmoore
• Jupiter, Cezar Aanicai
• Re: temp steel, Mark D. Baker
• Re: temp steel, Lew Midlam
• Re: temp steel, Lew Midlam
• RE: Smarter Engineers!!, John Cannon Jones
• RE: Jupiter, Bill Polhemus
• Re: 60,000 psi limit on Reinforceing bars, Alex C. Nacionales
• Re: Jupiter, Alex C. Nacionales
• RE: concrete in corrosive environment, Harold Sprague
• HP48G/GX, Alex C. Nacionales
• Re: Partially rigid connection design, Christopher Wright
• Re: HP48G/GX, Bill Allen, S.E.
• Re: Smarter Engineers!!, Mike Brown
• RE: HP48G/GX, ITSEKSON SASHA
• RE: Jupiter(2), Jose Diez
• RE: Jupiter(2), Bill Polhemus
• concrete in corrosive environment, K. Hemmatyar
• Re: HP48G/GX, ALEX C. NACIONALES
• Re: HP48G/GX, Bill Allen, S.E.
• RE: Smarter Engineers!!, Caldwell, Stan
• RE: Jupiter(2), Jose Diez
• RE: Jupiter(2), Christopher Wright

Fri Jun 19 00:02:21 GMT 1998

• Fw: Partially rigid connection design, T. Eric Gillham
• Re[2]: Smarter Engineers!!, jerome . tan
• Job wanted, Aamir Mahmood Ashraf
• Re: Partially rigid connection design, YHHuang
• Re: Steel bolts pulled thru steel plate, David Taquino
• Re: Jupiter, Parkerres
• Re: Seawall Design, Parkerres
• Re: Steel bolts pulled thru steel plate, Sassan Parhizgari
• Re: RE: Courts putting cap on engr hourly fee?, Rhkratzse
• Re: Earthquakes and land movement, Rhkratzse
• Screwed Gypboard Shearwalls, CTSTUC
• Screwed Gypboard Shearwalls, Roger Turk
• Re: Screwed Gypboard Shearwalls, Michael Valley
• Re: Screwed Gypboard Shearwalls, T
• RE: Screwed Gypboard Shearwalls, Dennis S. Wish
• Re: Screwed Gypboard Shearwalls, Robert Kazanjy
• Tile trip-up on SOG, BVeit

Sat Jun 20 00:03:12 GMT 1998

• Fw: failed delivery, T
• Screwed Gypboard Shearwalls, HECTOR MORERA
• Re: Tile trip-up on SOG, Zacheus Indrawan
• Re: Screwed Gypboard Shearwalls, John Rose
• TEST, KIM,YOUNG-KI
• Screwed Gypboard Shearwalls, Patrick Rodgers
• ICBO ER Anchor Bolt Values, Bob Shilling
• Re: 60,000 psi limit on Reinforceing bars, Alex C. Nacionales
• Re: Tile trip-up on SOG, Sjpandya
• Concrete in Corrosive environment, Eqbal M. Kassam
• Failed Delivery Message, Eqbal M. Kassam
• RE: Failed Delivery Message, HECTOR MORERA
• Re: Steel bolts pulled thru steel plate, Majid Sarraf
• Blast design, JCEQESE
• light gauge steel design programs, Dave Evans

Sun Jun 21 00:50:27 GMT 1998

• Re: light gauge steel design programs, TahirQ
• Earthquakes and land movement + claim of properties, Gil R. Monsalud
• Re: Screwed Gypboard Shearwalls, Bruce Shephard
• Wood truss systems short course, Frank Woeste

Mon Jun 22 04:36:26 GMT 1998

• CORRECTION: Screwed Gypboard Shearwalls, Bruce Shephard
• Re: Screwed Gypboard Shearwalls, RG TAYLOR
• Re: Blast Resistant structures, CanitzCF
• RE: Blast Resistant structures, Harold Sprague
• Re: 60,000 psi limit on Reinforceing bars, Michael Valley
• RE: ICBO ER Anchor Bolt Values, Gill Chris
• Re: Earthquakes and land movement + claim of properties, Parkerres
• RE: Earthquakes and land movement + claim of properties, Bill Allen, S.E.
• RE: Earthquakes and land movement + claim of properties, Cain, William
• Steel: Moment Connections, LibertyEng
• RE: Earthquakes and land movement + claim of properties, Bill Allen, S.E.
• Re: 60,000 psi limit on Reinforceing bars, ALEX C. NACIONALES
• RE: Earthquakes and land movement + claim of properties, Bill Allen, S.E.
• light gauge steel, bpodols
• RE: light gauge steel design programs, Bill Allen, S.E.
• June Board meeting minutes (SEAOSC), Shafat Qazi
• Membership makes SEAOC, Shafat Qazi
• Fw: 60,000 psi limit on Reinforceing bars, T. Eric Gillham

Tue Jun 23 01:09:16 GMT 1998

• Re: Steel: Moment Connections, Stan J
• other lists, Juan Enrique Justo
• Re: light gauge steel design programs, Dave Anderson
• Irishman, Yank2002
• "J" BOLT PULLOUT, George Barclay
• Re: "J" BOLT PULLOUT, NRoselund
• RE: "J" BOLT PULLOUT, Harold Sprague
• succesful, Wira Tjong
• RE: "J" BOLT PULLOUT, La Count, Curt
• Re: succesful, Lew Midlam
• Blast Resistant structures & TM 5-1300, Bill Bruin
• RE: other lists, Harold Sprague
• Re: succesful, Shafat Qazi
• RE: other lists [pressure vessels], Christopher Wright
• www.icbolabc.org, Rick Becker
• RE: Light Gage Steel Design Programs, Dave Morris
• RE: Light Guage Inspection Questions, Harold Sprague
• RE: June Board meeting minutes (SEAOSC), Bill Allen, S.E.
• Re: June Board meeting minutes (SEAOSC), SEAOSC
• UBC Sect 1807.2 - Interconnection of Pile Caps, Baldridge & Associates Structural Engineering, Inc.
• Re: June Board meeting minutes (SEAOSC), raranous

Wed Jun 24 01:14:39 GMT 1998

• Re: Steel: Moment Connections, Majid Sarraf
• Re: light gauge steel design programs, Leonid Shectman
• Re: J Bolts, Tom Joos x7707
• Automatic reply, acb
• Automatic reply, acb
• Screwed Gypboard Shearwalls, Steve Rex
• Automatic reply, acb
• Re: Screwed Gypboard Shearwalls, CTSTUC
• RE: Automatic reply, Bill Allen, S.E.
• RE: Automatic reply, Shafat Qazi
• Re: RR Tie retaining walls, Mark A. Scott

Thu Jun 25 00:17:03 GMT 1998

• [Humor] Windows 98, K. Hemmatyar
• Re: Steel: Moment Connections, Stan J
• RE: Steel: Moment Connections, Paul McEntee
• Fwd: Mayoral mis-speaking, Kathleen A. O'Brien
• computers, Sandy Pringle
• RE: J Bolts, George Barclay
• FOS for Overturning, MSSROLLO
• Re: FOS for Overturning, Zacheus Indrawan
• Re: FOS for Overturning, Mark Florence
• Moment Redistribution, Chance, Acie P.
• Steel - Acme thread, Harold Sprague
• RE: Steel - Acme thread, Horning, Dick/CVO
• Re: FOS for Overturning, BRBATES
• RE: Partially rigid connection design, Bill Allen, S.E.
• Welding Of Steel Moment Connections, Rick . Drake
• RE: Steel - Acme thread, Harold Sprague
• Torch Cutting Steel, Serroels, Chris/SAC
• Re: Welding Of Steel Moment Connections, Charlie Carter
• RE: Partially rigid connection design, Cain, William
• Re: FOS for Overturning, ALEX C. NACIONALES
• Re: Welding Of Steel Moment Connections, Christopher Wright
• Re: Steel - Acme thread, NRoselund
• Re: FOS for Overturning, Charles Greenlaw
• RE: Screen Anchors in Unreinforced Masonry, Gill Chris
• RE: FOS for Overturning, ITSEKSON SASHA
• RE: Welding Of Steel Moment Connections, Harold Sprague
• RE: Torch Cutting Steel, Harold Sprague
• RE: Steel - Acme thread, Harold Sprague
• RE: Torch Cutting Steel, Serroels, Chris/SAC
• RE: Torch Cutting Steel, Harold Sprague
• RE: Moment Redistribution, Harold Sprague
• RE: Welding Of Steel Moment Connections, Horning, Dick/CVO
• FOS for overturning, ALEX C. NACIONALES
• Re: Steel - Acme thread, Lew Midlam
• Re: Steel - Acme thread, Robert Kazanjy
• Re: Steel - Acme thread, Robert Kazanjy
• Truss model, Robert Kazanjy
• Re: Fwd: FEMA 310, Handbook for the Seismic Evaluation, Peter Lam
• Fw: Moment Redistribution, T. Eric Gillham
• Fw: Partially rigid connection design, T. Eric Gillham

Fri Jun 26 00:15:25 GMT 1998

• Re: FOS for overturning, ErnieNSE
• Re: 60,000 psi limit on Reinforceing bars, Michael Valley
• RE: Partially rigid connection design, Majid Sarraf
• Re: FOS for Overturning, jerome . tan
• FOS forOvtg clarification, MSSROLLO
• Fw: 60,000 psi limit on Reinforceing bars, T. Eric Gillham
• Re: FOS forOvtg clarification, jerome . tan
• Re: Steel - Acme thread, Phil Hodge
• Estimating, Rob Stevens
• Re: temp steel, Aamir Mahmood Ashraf
• Analysis Standards - Nomenclature?, Dennis S. Wish
• RE: temp steel, Lee, Calvin
• RE: Estimating, Trobridge, Bruce
• RE: Trading of Electronic Drawing Files, Edward W. Chin
• RE: Steel - Acme thread, Ed Marshall
• Re: Analysis Standards - Nomenclature?, Steve Privett
• Re: Analysis Standards - Nomenclature?, ErnieNSE
• RE: Trading of Electronic Drawing Files, Bill Allen, S.E.
• RE: Trading of Electronic Drawing Files, Bill Polhemus
• Re: FOS forOvtg clarification, ErnieNSE
• Re: FOS forOvtg clarification, Charles Greenlaw
• Re: FOS forOvtg clarification, ErnieNSE
• RE: Analysis Standards - Nomenclature?, Dennis S. Wish
• RE: Trading of Electronic Drawing Files, Dennis S. Wish
• Re: Torch Cutting Steel, Harold Sprague
• RE: Trading of Electronic Drawing Files, John Cannon Jones
• RE: Trading of Electronic Drawing Files, Bill Allen, S.E.
• RE: Trading of Electronic Drawing Files, Dan Vines
• Re: UBC Sect 1807.2 - Interconnection of Pile Caps, Michael Valley
• RE: Trading of Electronic Drawing Files, Christopher Wright
• Re: Torch Cutting Steel, Christopher Wright
• Re: temp steel, Mark D. Baker
• Need a Specifications Writer, SDV/ACCI
• Re: FOS forOvtg clarification, Roger Turk
• Re: Analysis Standards - Nomenclature?, Roger Turk
• COMP: FYI Vertisoft Zip-It and Win98, Bill Allen, S.E.
• RE: Estimating, Dan Vines
• RE: Estimating, Bill Allen, S.E.
• Re: Trading of Electronic Drawing Files, MSSROLLO
• Re: FOS forOvtg clarification, Charles Greenlaw

Sat Jun 27 01:01:23 GMT 1998

• Re: Trading of Electronic Drawing Files, Arvel L. Williams, P.E.
• A Cowboy's Guide [humor], K. Hemmatyar
• Re: Trading of Electronic Drawing Files, Lew Midlam
• The Teaching business, Kathleen A. O'Brien
• RE: Analysis Standards - Nomenclature?, Paul McEntee
• Analysis Standards - Nomenclature?, K. Hemmatyar
• Re: Temporary Construction Fence, Baldridge & Associates Structural Engineering, Inc.
• How to find actual e-mail address?, P.Rajendran
• RE: Trading of Electronic Drawing Files, Bill Allen, S.E.
• Re: The Teaching business, ALEX C. NACIONALES
• Re: Temporary Construction Fence, ALEX C. NACIONALES
• Re: Analysis Standards - Nomenclature?, BRBATES

Sun Jun 28 01:29:31 GMT 1998

• Re: Analysis Standards - Nomenclature?, ALEX C. NACIONALES
• [humor], Lew Midlam
• Re: bad [humor], ALEX C. NACIONALES
• Re: [humor], ALEX C. NACIONALES
• Re: Temporary Construction Fence, Phil Hodge
• Building an additional storey to an existing hospital, terrence turner
• Re: Building an additional storey to an existing hospital, Steve Privett
• Building an additional storey to an exis, Roger Turk
• Re: bad [humor], nmends
• Re: Building an additional storey to an exis, raranous
• Kenneth Coull, TBCoull
• Re: Pringles Contributions, CLaines

Mon Jun 29 02:21:25 GMT 1998

• Re: The Teaching business, T
• Re: Pringles Contributions, T
• RE: Analysis Standards - Nomenclature?, Dennis S. Wish
• Re: Analysis Standards - Nomenclature?, Steve Privett
• RE: RR Tie retaining walls, Tim Bott
• RE: Pringles Contributions, Harold Sprague
• RE: Pringles Contributions, Shafat Qazi
• RE: Pringles Contributions, Bill Allen, S.E.
• Re: How to find actual e-mail address?, Smith, Ted
• Re: Tile trip-up on SOG, BD2PE
• Shop Drawings, Bdpooley
• Lateral design Criteria in Boliva, Lanny Flynn ------flynn(--nospam--at)aiscmail.com

Tue Jun 30 00:14:46 GMT 1998

• RE: Building an additional story to an existing hospital, Horning, Dick/CVO
• Re: Pringles Contributions, Zacheus INDRAWAN
• RE: Shop Drawings, Dennis S. Wish
• Re: Lateral design Criteria in Boliva, Juan Enrique Justo
• Wood - replacing sill plate of bearing shear walls, Tom Chiu
• UBC Inspection & Observation Program, Sandy Pringle
• Re: Wood - replacing sill plate of bearing shear walls, Sandy Pringle
• Re: Building an additional storey to an existing hospital, RDAHLMANN
• Re: Wood - replacing sill plate of bearing shear walls, Parkerres
• Re: Steel Moment Connections, Bill Sherman
• RE: Steel Moment Connections, Harold Sprague
• Future of the Field Act, FredT5
• horiz. diaph., Mark D. Baker
• RE: Wood - replacing sill plate of bearing shear walls, Dennis S. Wish
• RE: horiz. diaph., Dennis S. Wish
• Re: Steel Moment Connections, Majid Sarraf
• Re: Steel Moment Connections, Majid Sarraf
• Future of the Field Act Hearing, FredT5
• RE: Fire Truck Loads, Gregory P. Luth

Wed Jul 01 00:18:50 GMT 1998

• Re: FW: Fire Truck Loads, nmoore
• Re: Pringles Contributions Copy of Document Please, Tjb5424744
• Re: Steel Moment Connections, Stan J
• Re: horiz. diaph., John Rose
• Re: "Soccer World Cup" calculation, Juan Enrique Justo
• Re: Steel Moment Connections, Drew Morris
• Re: Analysis Standards - Nomenclature?, Sassan Parhizgari
• Re: Sheetpile Design, Baldridge & Associates Structural Engineering, Inc.

Thu Jul 02 02:52:25 GMT 1998

• Re: Sheetpile Design, Sassan Parhizgari

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