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SEAINT Mail Archive 2000 (Jul-Sep)

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: 2470

Sat Jul 01 06:41:52 GMT 2000

• work in usa, mp
• work in usa, Roger Turk
• Re: Fire repairs to Glulam Beams, SCHFUN
• Re: Fire repairs to Glulam Beams, Roger Turk
• Re: Fire repairs to Glulam Beams, frp 2000
• Re: How do you sign DWG files?, Charles Greenlaw
• RE: How do you sign DWG files?, Mark E. Deardorff
• borpels & eissler, RGRAYAIA

Sun Jul 02 09:40:15 GMT 2000

• Which is the BEST for Steel Design, Hakan Ezcan
• Re: work in usa, Bill Polhemus
• RE: ARPA, dennis pantazis

Mon Jul 03 02:10:29 GMT 2000

• Fwd: Ed Turner Case: Legal Victory!, Rbengrguy
• .PDF Drawings, frp 2000
• RE: Ed Turner Case: Legal Victory!, James Allen
• Re: Obtaining SE License endangered by new Board Rule, Michael Zaitz
• Emails in order?, Todd Hill
• RE: Which is the BEST for Steel Design, Brian K. Smith
• RE: Emails in order?, Roger Davis
• RE: .PDF Drawings, Mark E. Deardorff
• Re: Ed Turner Case, Ron O. Hamburger
• RE: Fire repairs to Glulam Beams, Olive, Harry
• RE: Ed Turner Case, Mark E. Deardorff
• RE: Ed Turner Case: Legal Victory!, Mark E. Deardorff
• Re: Emails in order?, Nels Roselund
• Re: Emails in order?, Rhkratzse
• Re: 4th of July - What Does It Mean To You?, Rhkratzse
• Re: 4th of July - What Does It Mean To You?, Christopher Wright
• Re: 4th of July - What Does It Mean To You?, Christopher Wright
• RE: 4th of July - What Does It Mean To You?, Ray Pixley

Tue Jul 04 00:50:05 GMT 2000

• Accidental Torsion, GORTAIRE ERAZO PAUL ALFONSO
• Re: Accidental Torsion, sscholl2
• Re: Accidental Torsion, Neil Moore
• Re: Accidental Torsion, sscholl2
• Re: Emails in order?, Shafat Qazi
• RE: Again on the HSS black book, Mark E. Deardorff
• Question re Visual Analysis and Rigid End Offsets, Bill Polhemus
• RE: Again on the HSS black book, Mark E. Deardorff
• Re: Professional Fee, sscholl2

Wed Jul 05 00:44:19 GMT 2000

• Thank you Neil Moore, GORTAIRE ERAZO PAUL ALFONSO
• Re: Thank you Neil Moore, Neil Moore
• Diaphragm deflection for plywood floor, edjonson
• RE: Diaphragm deflection for plywood floor, Yousefi, Ben
• RE: Accidental Torsion, sharonb
• Raised computer floors, Sprague, Harold O.
• RE: Accidental Torsion, Bill Allen
• Seismic Recurrance Intervals, Ritter, Mike
• Mathcad 2000 Question, Bill Polhemus
• RE: Accidental Torsion, Bill Allen
• Fire Rating - California Bldg. Code, Jim Todd
• RE: Seismic Recurrance Intervals, Abdul Chahim
• RE: Seismic Recurrence Intervals, Sprague, Harold O.
• RE: Seismic Recurrance Intervals, Mike Valley
• RE: Seismic Recurrance Intervals, Cain, William
• Re: Seismic Recurrance Intervals, fturner
• RE: Mathcad 2000 Question, Mark E. Deardorff
• RE: Mathcad 2000 Question, Bill Allen
• Warning: Joke follows - delete if appropriate, Philip T. Hodge
• RE: Fire Rating - California Bldg. Code, Yousefi, Ben
• Re: Mathcad 2000 Question, L. Thomas Bayne
• RE: Accidental Torsion, Johnny Drozdek
• Columns, Michael Zaitz

Thu Jul 06 03:47:38 GMT 2000

• Re: Diaphragm deflection for plywood floor, sscholl2
• Re: Raised computer floors, r nester
• RE: Diaphragm deflection for plywood floor, Huang, Y. Henry
• Minimum steel connections, Jason Emoto
• Re: Minimum steel connections, Rick . Drake
• RE: Minimum steel connections, Bill Allen
• Re: Minimum steel connections, Jason Emoto
• Re: Minimum steel connections, Tarek
• Visual Analysis Questions, Bill Polhemus
• RE: Visual Analysis Questions, Caldwell, Stan
• Re: Minimum steel connections, Peter McCormack
• Re: Minimum steel connections, Paul Feather
• RE: Minimum steel connections, Bill Allen
• RE: Minimum steel connections, Sherman, William
• RE: Minimum steel connections, Brian K. Smith
• RE: Lindapter Hollo-Bolt, Scott, William N.
• RE: Mathcad 2000 Question, Bill Allen
• RE: Minimum steel connections, Sprague, Harold O.
• RE: Average Salary by Experience, Daley, John
• RE: Mathcad 2000 Question, sharonb

Fri Jul 07 02:17:38 GMT 2000

• RE: older aisc manual wanted, Daley, John
• Re: Freestanding Pool Design, Replies Lost, SDGSE
• drainage behind shoring and permanent wall, Chris Lillback
• RE: drainage behind shoring and permanent wall, Ritter, Mike
• Hilti X-HVB Shear Connectors, W. Gray Hodge
• RE: Freestanding Pool Design, Replies Lost, Bill Allen
• Half a glass of water, Architect?, Peieng5590
• RE: Again on the HSS black book, Charlie Carter
• RE: Minimum steel connections, Charlie Carter
• RE: Again on the HSS black book, Charlie Carter
• RE: Mathcad 2000 Question, Bill Allen
• RE: Wood Exposed for 5 Months During Construction, sharonb
• SEAINT Web Site, Shafat Qazi
• Wood Exposed for 5 Months During Construction, Jie Lu, P.E., S.E.
• Re: Wood Exposed for 5 Months During Construction, Peter McCormack
• RE: Mathcad 2000 Question, Charles Espenlaub
• RE: Mathcad 2000 Question, Ed . Haninger
• Occupancy Category, James Lin
• Re: Wood Exposed for 5 Months During Construction, Christopher Wright
• RE: Hilti X-HVB Shear Connectors, Brian K. Smith
• RE: Mathcad 2000 Question, Bill Allen
• Elevator codes, Paul Feather
• Re: Elevator codes, Jason Emoto
• RE: Elevator codes, Bart Needham

Sat Jul 08 04:11:25 GMT 2000

• Re: Elevator codes, M.Nadkarni
• RE: Mathcad 2000 Question, Christopher Wright
• Re: drainage behind shoring and permanent wall, Larry Burnett
• Re: Wood Exposed for 5 Months During Construction, chuckuc
• Re: Wood Exposed for 5 Months During Construction, Christopher Wright
• New Salary Survey Reports added, Shafat Qazi

Sun Jul 09 01:11:05 GMT 2000

• RE: Mathcad 2000 Question, Williston L. Warren, IV - S.E.
• Wood Exposed for 5 Months During Construction, John Riley
• Re: New Salary Survey Reports added, David Hall

Mon Jul 10 03:05:04 GMT 2000

• Lightweight Concrete, Peder and/or Cathy Golberg
• RE: Wood Exposed for 5 Months During Construction, dennis pantazis
• Seismic Design, mjscybercafe
• Re: Lightweight Concrete, Scott E Maxwell
• RE: Lightweight Concrete, Charles Espenlaub
• Re: Seismic Design, Bill Polhemus
• Re: New Salary Survey Reports added, Fariborz Tehrani
• FM 1-90?, Scott Bernard
• RE: roof deck info, Gokhman, Alexander
• RE: roof deck info, MKnight
• Definition of A sub B in Rho evaluation, M.J. Huszcz
• Re: Lightweight Concrete, Fariborz Tehrani
• RE: Wood Exposed for 5 Months During Construction, Glyn Boone
• RE: Occupancy Category, Yousefi, Ben
• Retaining Wall, Madden, Gerard
• RE: Hilti X-HVB Shear Connectors, Silva John (sj)
• Lateral load on retaining wall, gmghaly
• comm#780--join seaint, Michael Hemstad
• ...no subject..., Arvind K. Bisarya
• RE: New Salary Survey Reports added, Mark E. Deardorff
• Re: Siesmic Bolts, Rick . Drake
• RE: Lightweight Concrete, Sprague, Harold O.
• Re: lateral load on retaining wall, HBAP
• Re: ...no subject..., Scott E Maxwell
• RE: ...no subject..., Charlie Carter
• Re: New Salary Survey Reports added, Jim Kestner
• FW: Webcast of shake test of 2-sty house at UCSD, Becker, Rick
• RE: New Salary Survey Reports added, Shafat Qazi
• RE: New Salary Survey Reports added, Nguyen, Khanh
• RE: New Salary Survey Reports added, Nguyen, Khanh
• Re: FW: Webcast of shake test of 2-sty house at UCSD, W. Gray Hodge
• Re: Webcast of shake test of 2-sty house at UCSD, Tom Liberty
• FW: More info about 7/11 Shake Table Test Webcast, Becker, Rick
• RE: Webcast of shake test of 2-sty house at UCSD, Sherman, William

Tue Jul 11 00:03:45 GMT 2000

• Re: Lightweight Concrete, Albert J. Meyer, Jr.
• SAP2000 question, Tomas Matta
• Seismic study recommendations for Structural II exam, Albert J. Meyer, Jr.
• RE: Retaining Wall, Lutz,James
• (no subject), Charles Voelker
• RE: SAP2000 question, Mike Valley
• RE: Lightweight Concrete, Sprague, Harold O.
• Re: Seismic study recommendations for Structural II exam, Scott E Maxwell
• Re: Lightweight Concrete, sscholl2
• Re: FM 1-90?, John Rose
• Re: FW: Webcast of shake test of 2-sty house at UCSD, Chris TSE
• Re: Retaining Wall, SDGSE
• Re: older aisc manual wanted, Chris TSE
• Pile deviation, KHO PT
• RE: Pile deviation, Devlin, Dan
• PE passing rates, Connor, John A NWK
• Re: Pile deviation( another wrong address, please check), Peter Yau
• Re: Pile deviation( you send to the wrong address!! please erase me ), Peter Yau
• RE: Retaining Wall, Brian K. Smith
• RE: PE passing rates, Albert Meyer
• Re: New Salary Survey Reports added, Kirk Haverland
• Combined Vertical Steel Tank Foundation, Ed Fasula
• Circular Tanks, Melissa Toth
• Re: New Salary Survey Reports added, Roger Turk
• RE: Circular Tanks, Sprague, Harold O.
• Webcast of shake test of 2-sty house at UCSD, Williston L. Warren, IV - S.E.
• IES User's Group Mailing List, Bill Polhemus
• Fw: 10 a.m. Live Webcast, Williston L. Warren, IV - S.E.
• Re: Retaining Wall, SDGSE
• RE: Retaining Wall, Lutz,James
• RE: Retaining Wall, drainage issue, Henrik Nazarian
• RE: Circular Tanks, Sherman, William
• RE: New Salary Survey Reports added, Charles Espenlaub
• retarder in slabs on grade, David Handy
• retarder in slabs, David Handy
• SAP2000 question, Tomas Matta
• Membership Transfer, Jeremy Welton
• RE: retarder in slabs on grade, Sprague, Harold O.
• RE: SAP2000 question, Mike Valley

Wed Jul 12 03:11:40 GMT 2000

• Re: Circular Tanks, sscholl2
• Re: Circular Tanks, Wael Shabana
• Tubular Steel Structures, Olive, Harry
• RE: Tubular Steel Structures, BILL PULYER
• RE: Retaining Wall, Brian K. Smith
• RE: Tubular Steel Structures, Ron Hill
• RE: Metric Steel Shapes, Troy Madlem
• Metric Steel Shapes, Bill Polhemus
• RE: Metric Steel Shapes, Connor, John A NWK
• Re: Metric Steel Shapes, Bill Polhemus
• Re: Metric Steel Shapes, Peter McCormack
• RE: Circular Tanks, Acie Chance
• Re: Metric Steel Shapes, Wael Shabana
• RE: Metric Steel Shapes, Connor, John A NWK
• RE: Metric Steel Shapes, Charles Espenlaub
• RE: Combined Vertical Steel Tank Foundation, Ron Hill
• RE: Metric Steel Shapes, Charlie Carter
• RE: Metric Steel Shapes, Peter McCormack
• Re: Metric Steel Shapes, Scott E Maxwell
• RE: Metric Steel Shapes, Bob Lea
• Re: Metric Steel Shapes, mp
• RE: Definition of A sub B in Rho evaluation, Bill Allen
• Re: Metric Steel Shapes, Davis Parsons
• RE: Metric Steel Shapes, Lutz,James
• RE: Metric Steel Shapes, Scott E Maxwell
• UL numbers for mechanical deck attachment, Scott E Maxwell
• RE: Metric Steel Shapes, Mark Gilligan
• RE: UL numbers for mechanical deck attachment, Albert Meyer
• RE: Metric Steel Shapes, Dan Vines
• RE: Metric Steel Shapes, Charlie Carter
• RE: Definition of A sub B in Rho evaluation, sharonb
• RE: Metric Steel Shapes, Michael Bryson
• Re: Metric Steel Shapes, Peter McCormack
• Retaining Wall Design Methodology, Caldwell, Stan
• Hor. Shear Distribution, julio . guerra

Thu Jul 13 00:12:10 GMT 2000

• RE: Metric Steel Shapes, Fredericks, Douglas/SAC
• RE: Definition of A sub B in Rho evaluation, sharonb
• Re: Retaining Wall Design Methodology, Charles Greenlaw
• RE: Definition of A sub B in Rho evaluation, Charles Greenlaw
• w/c ratio after concrete set, David Handy
• RE: Metric Steel Shapes, Charles Espenlaub
• Re: Hor. Shear Distribution, Michael Bryson
• Re: Tubular Steel Structures, sscholl2
• RE: UL numbers for mechanical deck attachment, Scott E Maxwell
• Re: Metric Steel Shapes, Sam Chang
• RE: Metric Steel Shapes--ASTM A7M, Sam Chang
• Re: w/c ratio after concrete set, sscholl2
• Re: Retaining Wall Design Methodology, Nels Roselund
• Re: w/c ratio after concrete set, David Handy
• RE: UL numbers for mechanical deck attachment, Albert Meyer
• Truss computer program, Scott E Maxwell
• ASCE 3-84 vs ASCE 3-91, Keith Fix
• RE: Retaining Wall Design Methodology, Sherman, William
• Re: Retaining Wall Design Methodology, Paul Feather
• Retaining Wall Design Methodology, Roger Turk
• RE: Lateral load on retaining wall, Sherman, William
• RE: ...no subject..., Sherman, William
• RE: Retaining Wall Design Methodology, Caldwell, Stan
• RE: Definition of A sub B in Rho evaluation, Paul_Reilly
• RE: Metric Steel Shapes, Peter McCormack
• RE: UL numbers for mechanical deck attachment, Scott E Maxwell
• fs ???, Randy Diviney
• RE: UL numbers for mechanical deck attachment, Albert Meyer
• Fiberglass or composite beams and structural shapes, TB
• Re: Truss computer program, Ed . Haninger
• RE: fs ???, Caldwell, Stan
• RE: Fiberglass or composite beams and structural shapes, Rex Donahey
• RE: w/c ratio after concrete set, Rogers, Robert
• RE: Fiberglass or composite beams and structural shapes, Armijo, John J (PWCSD 184)
• Fiberglass or composite beams and structural shapes, Tom . Hunt
• sidesway web buckling - AISC 9th edition K1.5, Ken Peoples
• Re: fs ???, Bill Polhemus
• RE: Retaining Wall Design Methodology, Mark E. Deardorff
• LA City/County OMRF requirements for 2-story wood frame house, Julian Chu
• Re: UL numbers for mechanical deck attachment, Davis Parsons
• changes to SEAOC web page, Martin W. Johnson
• Metric Steel Shapes, John MacLean
• RE: Fiberglass or composite beams and structural shapes, Ritter, Mike

Fri Jul 14 00:12:15 GMT 2000

• RE: Retaining Wall Design Methodology, Caldwell, Stan
• Re: Truss computer program, Philip T. Hodge
• Re: sidesway web buckling - AISC 9th edition K1.5, Domenic DeAngelo
• RE: Definition of A sub B in Rho evaluation, Bill Allen
• RE: Truss computer program, Armijo, John J (PWCSD 184)
• RE: Truss computer program, Armijo, John J (PWCSD 184)
• Re: w/c ratio after concrete set, Bruce Pooley
• RE: Fiberglass or composite beams and structural shapes, Moore, Danny
• wood screw replacing nails at shear walls, Francisco Duarte
• Re: Metric Steel Shapes--ASTM A7M, Paul Ransom
• Acad2000doc.lsp, Sam Chang
• Re: Metric Steel Shapes, Bill Polhemus
• Re: w/c ratio after concrete set, Roger Turk
• Re: Retaining Wall Design Methodology, RajSTC
• Re: w/c ratio after concrete set, sscholl2
• Fiberglass or composite beams and structural shapes, desi . kiss
• RE: Fiberglass or composite beams and structural shapes, Bill Allen
• Re: sidesway web buckling - AISC 9th edition K1.5, Bill Polhemus
• EMPLOYMENT OPPORTUNITY, gbohm
• Re: Horizontal Shear distribution, Nels Roselund
• Information, Mazen Mneimneh
• Re: wood screw replacing nails at shear walls, Bob Kazanjy
• Surevoid Cardboard Forms Equivalent, Paul Feather
• Torsional Shear, Allen Adams
• RE: Truss computer program, Scott, William N.
• AISC 9th edition - eq K1-6, Ken Peoples
• [no subject], Williston L. Warren, IV - S.E.
• Re: Truss computer program, Bill Polhemus
• Horizontal Shear distribution, GORTAIRE ERAZO PAUL ALFONSO
• sidesway web buckling - AISC 9th edition, Roger Turk
• RE: Truss computer program, Ron Hill
• Re: AISC 9th edition - eq K1-6, John Riley
• RE: wood screw replacing nails at shear walls, seaint-return
• Re: Truss computer program, Scott E Maxwell
• Re: w/c ratio after concrete set, Scott E Maxwell
• RE: Retaining Wall Design Methodology, Olive, Harry
• RE: Truss computer program, Ron Hill
• Re: w/c ratio after concrete set, Peter McCormack
• RE: changes to SEAOC web page, Mark E. Deardorff
• Lateral Pressure due to snow drifts, Mark Rodgers
• RE: Information, Charles Espenlaub
• Subject: sidesway web buckling - AISC 9th edition, AISC 9th edition - eq K1-6, Kevin Moore
• RE: Truss computer program, Paul_Reilly
• Nels Roselund, GORTAIRE ERAZO PAUL ALFONSO
• RE: Definition of A sub B in Rho evaluation, sharonb
• RE: (Negative Torsional Shear), Steve Hiner
• Re: Truss computer program, c2
• RE: Truss computer program, Mark E. Deardorff
• RE: AISC 9th edition - eq K1-6, Yang, Liao/ANC
• Re: changes to SEAOC web page, Lynn
• RE: screws in plywood shearwalls, Dan Morrow
• Re: Information, Rlfong
• RE: (Negative Torsional Shear), Roger Turk
• replies to w/c ratio after concrete set, David Handy
• Re: sidesway web buckling - AISC 9th edition K1.5, Ken Peoples
• RE: (Negative Torsional Shear), julio . guerra
• Re: sidesway web buckling - AISC 9th edition K1.5, Ken Peoples
• RE: Information, Scott E Maxwell
• Re: sidesway web buckling - AISC 9th edition K1.5, Scott E Maxwell
• RE: Truss computer program, Cain, William
• RE: changes to SEAOC web page, Mark E. Deardorff
• FW: sidesway web buckling - AISC 9th edition K1.5, La Count, Curt
• Metric Steel Shapes, John MacLean
• RE: changes to SEAOC web page, Bart Needham

Sat Jul 15 00:22:36 GMT 2000

• RE: Definition of A sub B in Rho evaluation, Charles Greenlaw
• Re: AISC 9th edition - eq K1-6, Rick Burch
• Re: screws in plywood shearwalls, chuckuc
• Re: Hor. Shear Distribution, chuckuc
• RE: Definition of A sub B in Rho evaluation, Bill Allen
• RE: changes to SEAOC web page, Roger Turk
• Re: Fiberglass or composite beams and structural shapes, Albert Ford
• RE: changes to SEAOC web page, Mark E. Deardorff
• RE: changes to SEAOC web page, Mark E. Deardorff
• wood screw replacing nails at shear walls, Williston L. Warren, IV - S.E.
• Re: changes to SEAOC web page, Lynn H
• RE: changes to SEAOC web page, Mark E. Deardorff
• RE: changes to SEAOC web page, Mark E. Deardorff
• changes to SEAOC web page, Roger Turk
• Re: changes to SEAOC web page, Hanan Al Rustamani
• Re: changes to SEAOC web page, Hanan Al Rustamani

Sun Jul 16 00:34:28 GMT 2000

• RE: (Negative Torsional Shear), Williston L. Warren, IV - S.E.

Mon Jul 17 03:36:29 GMT 2000

• More on retaining walls, HBAP
• RE: AISC 9th edition - eq K1-6, Peter Yau
• RE: Truss computer program, Bill Allen
• MATHCAD 2000 Question: "Locking" Areas, Bill Polhemus
• RE: Truss computer program, Scott E Maxwell
• "I Have NO IDEA How This Got In My Inbox!", Bill Polhemus
• RE: Surevoid Cardboard Forms Equivalent, Sprague, Harold O.
• RE: Definition of A sub B in Rho evaluation, Paul_Reilly
• RE: Truss computer program, Paul_Reilly
• Wood screws to metal main member, Mark E. Deardorff
• RE: "I Have NO IDEA How This Got In My Inbox!", Cain, William
• prestressed piles, Acie Chance
• RE: prestressed piles, Cain, William
• RE: MATHCAD 2000 Question: "Locking" Areas, Mark E. Deardorff
• Re: prestressed piles, Neil Moore
• RE: prestressed piles, Bart Needham
• Re: Design Team Responsibilities, fturner
• Lt Ga Metal Trusses, Michael Zaitz
• Design Team Responsibilities, Michael Zaitz
• RE: Lt Ga Metal Trusses, Charles Espenlaub
• RE: Design Team Responsibilities, Charles Espenlaub
• Lt Ga Metal Trusses, Roger Turk
• RE: Lt Ga Metal Trusses, Sprague, Harold O.
• RE: Lt Ga Metal Trusses, George Richards, P.E.
• Re: Employment Opportunity, J. Karim Hosseinzadeh

Tue Jul 18 00:07:31 GMT 2000

• Repeat Question: ASCE 3-84 vs ASCE 3-91, Keith Fix
• RE: Definition of A sub B in Rho evaluation, Tom VanDorpe
• Input with regard to section 1633.2.4, Francisco Duarte
• prestressed piles, Roger Turk
• Re: Input with regard to section 1633.2.4, sscholl2
• RE: Input with regard to section 1633.2.4, Francisco Duarte
• Re: Input with regard to section 1633.2.4, SDGSE
• Re: Lt Ga Metal Trusses, Michael Zaitz
• Employment opportunity, hans boge
• Re: prestressed piles, Chris Lillback
• RE: web address requested for board of registrations, Bill Allen
• RE: web address requested for board of registrations, Albert Meyer
• Re: web address requested for board of registrations, Scott E Maxwell
• Re: Moisture Content in Timber, Richard Flower
• RE: Input with regard to section 1633.2.4, Nicholas Blackburn
• RE: Input with regard to section 1633.2.4, Yousefi, Ben
• web address requested for board of registrations, Khosrownia, Ghassem SPK
• Re: Moisture Content in Timber, hans boge
• RE: Moisture Content in Timber, Madden, Gerard
• Lt Ga Metal Trusses, LYUDMILA GURTOVAYA
• Re: Moisture Content in Timber, Bruce Pooley
• Structural Engineering Opening in Beautiful San Francisco-Bay Area, Sunil Gupta
• HSS to HSS moment connection, Ken Peoples
• Re: w/c ratio after concrete set, L. Thomas Bayne
• RE: web address requested for board of registrations, Jim Sadler
• RE: Moisture Content in Timber, George Richards, P.E.
• RE: Input with regard to section 1633.2.4, Steve Hiner
• Re: Moisture Content in Timber, Roger Turk
• RE: Input with regard to section 1633.2.4, Mike Valley
• Re: Input with regard to section 1633.2.4, SDGSE
• RE: HSS to HSS moment connection, Sprague, Harold O.
• Re: HSS to HSS moment connection, Rick . Drake
• NISEE, Univ. of Cal computer program Combat, edward wilson
• Re: Moisture Content in Timber, Ned Waltz
• Re: Lt Ga Metal Trusses, deylamia

Wed Jul 19 00:10:40 GMT 2000

• Re: HSS to HSS moment connection, James Lane, P.E.
• RE: Input with regard to section 1633.2.4, Bill Allen
• RE: w/c ratio after concrete set, Sprague, Harold O.
• Air entrainment in concrete, Sherman, William
• RE: Flag pole footing, Mike Valley
• Re: Flag pole footing, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: HSS to HSS moment connection, Jie Lu, P.E., S.E.
• Re: NISEE, Univ. of Cal computer program Combat, Byainc
• gazibo, D. A.
• RE: Flag pole footing, Bill Allen
• Re: gazibo, sscholl2
• Flag pole footing, George Richards, P.E.
• placement required, mohamed deen
• Winter issue of Structure (fwd), Scott E Maxwell
• Re: Flag pole footing, PEC - Lake City
• Steel Beam Reinforcing, Randy Diviney
• RE: Steel Beam Reinforcing, David Fisher
• RE: Steel Beam Reinforcing, Sprague, Harold O.
• RE: Steel Beam Reinforcing, Bill Allen
• RE: Steel Beam Reinforcing, Ron Hill
• Flag pole footing: FREEWARE, Paul_Reilly
• Re: Steel Beam Reinforcing, Scott E Maxwell
• Flag pole footing more FREEWARE, Paul_Reilly
• Re: gazibo, Chris Lillback
• HSS to HSS moment connection, Epp, Lamont
• Steel Beam Reinforcing, Roger Turk
• Re: Steel Beam Reinforcing, Lanny J. Flynn
• Re: Steel Beam Reinforcing, Scott E Maxwell
• Re: Steel Beam Reinforcing, Jim Kestner
• RE: Steel Beam Reinforcing, Huang, Y. Henry
• RE: Steel Beam Reinforcing, Sprague, Harold O.
• RE: Wall Acting As Column, Benson,Ralph
• Re: MQ/I, Jim Kestner
• Re: Steel Beam Reinforcing, npitera
• RE: Steel Beam Reinforcing, Roger Turk
• Wall Acting As Column, Lutz,James
• RE: Steel Beam Reinforcing, Sprague, Harold O.
• ASCE 7-95 question..., Scott E Maxwell
• RE: Steel Beam Reinforcing, npitera
• Project Scheduler needed, GEOHAK
• RE: Steel Beam Reinforcing, Bill Allen
• RE: Steel Beam Reinforcing, Scott E Maxwell
• RE: Input with regard to section 1633.2.4, Martin W. Johnson
• RE: Steel Beam Reinforcing, Roger Turk
• RE: w/c ratio after concrete set, Roger Davis
• RE: Steel Beam Reinforcing, Sprague, Harold O.
• special moment frame, PFFEI
• RE: Input with regard to section 1633.2.4, Michael Bryson

Thu Jul 20 00:41:13 GMT 2000

• RE: w/c ratio after concrete set, Sprague, Harold O.
• RE: Steel Beam Reinforcing, Mike Valley
• RE: Wall Acting As Column, Alfonso S Quilala
• RE: Steel Beam Reinforcing, Scott E Maxwell
• RE: Wall Acting As Column, Novak, Dan
• RE: Steel Beam Reinforcing, Roger Turk
• Forklift Ramp Slope, John Schenne
• Re: Steel Beam Reinforcing, sscholl2
• Re: Input with regard to section 1633.2.4, SDGSE
• RE: Forklift Ramp Slope, Roger Davis
• Re: Forklift Ramp Slope, PEC - Lake City
• Re: Forklift Ramp Slope, Fountain Conner
• RE: Steel Beam Reinforcing, npitera
• RE: Forklift Ramp Slope, Sherman, William
• RE: Steel Beam Reinforcing, npitera
• RE: Input with regard to section 1633.2.4, Bill Allen
• RE: Definition of A sub B in Rho evaluation, sharonb
• SEAOC Convention Online Registration Notice, Ron La Plante
• RE: Steel Beam Reinforcing, Sprague, Harold O.
• RE: Steel Beam Reinforcing, Charlie Carter
• SEAOC Convention, Michael Krakower
• Roof Framing, Joist Spacing...Input please, Khosrownia, Ghassem SPK
• RE: Definition of A sub B in Rho evaluation, sharonb
• Re: Roof Framing, Joist Spacing...Input please, Jim Kestner
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• RE: Roof Framing, Joist Spacing...Input please, Acie Chance
• Re: Roof Framing, Joist Spacing...Input please, Michael Zaitz
• RE: Roof Framing, Joist Spacing...Input please, Joyce Fuss
• RE: Input with regard to section 1633.2.4, Martin W. Johnson
• Re: Roof Framing, Joist Spacing...Input please, Kirk Haverland
• Metric Roof Slope, Paul Feather
• RE: Steel Beam Reinforcing, Brian K. Smith
• AutoCAD 2000 Help, javed afsar
• RE: Metric Roof Slope, Khosrownia, Ghassem SPK
• RE: Metric Roof Slope, Gunnar Hafsteinn Isleifsson
• Re: Metric Roof Slope, Peter McCormack
• RE: ASCE 7-95 question..., Connor, John A NWK
• Re: Roof Framing, Joist Spacing...Input please, William Sanders
• RE: Roof Framing, Joist Spacing...Input please, Brian K. Smith
• RE: Steel Beam Reinforcing, npitera
• RE: Metric Roof Slope, Alfonso S Quilala
• Basketball Goals, Michael Zaitz

Fri Jul 21 00:29:22 GMT 2000

• RE: AutoCAD 2000 Help, lrk
• RE: ASCE 7-95 question..., Scott E Maxwell
• RE: Steel Beam Reinforcing, Mike Valley
• RE: Metric Roof Slope, Roger Turk
• Re: Roof Framing, Joist Spacing...Input please, c2
• Re: Roof Framing, Joist Spacing...Input please, M.Nadkarni
• RE: ASCE 7-95 question..., Mike Valley
• Re: Steel Beam Reinforcing, Domenic DeAngelo
• RE: Metric Roof Slope, Alfonso S Quilala
• Re: Roof Framing, Joist Spacing...Input, Roger Turk
• Re: ASCE 7-95 question..., Rick Burch
• RE: Roof Framing, Joist Spacing...Input please, Sprague, Harold O.
• Re: Metric Roof Slope, Paul Feather
• Re: Roof Framing, Joist Spacing...Input, c2
• RE: Metric Roof Slope, Bill Allen
• RE: Roof Framing, Joist Spacing...Input please, Roger Davis
• RE: Metric Roof Slope, lrk
• RE: Roof Framing, Joist Spacing...Input, Sprague, Harold O.
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• RE: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Re: ASCE 7-95 question..., Scott E Maxwell
• RE: Basketball Goals, Adair, Joel
• Basketball Goals (again), Michael Zaitz
• Re: Steel Beam Reinforcing, npitera
• RE: Basketball Goals (again), Bart Needham
• RE: Definition of A sub B in Rho evaluation, Paul_Reilly
• Re: Roof Framing, Joist Spacing...Input please, c2
• RE: Basketball Goals (again), Adair, Joel
• Basketball Goals (again), Roger Turk
• RE: Steel Beam Reinforcing, Brian K. Smith
• RE: Metric Roof Slope, Alfonso S Quilala
• RE: Definition of A sub B in Rho evaluation, M.J. Huszcz
• Re: Basketball Goals (again), Christopher Wright
• Seismic Design Manual Volume II - More Rho, M.J. Huszcz
• Re: Roof Framing, Joist Spacing...Input please, c2
• RE: Metric Roof Slope, Bill Allen
• Re: Definition of A sub B in Rho evaluation, Paul Feather
• RE: Definition of A sub B in Rho evaluation, Bill Allen
• RE: Steel Beam Reinforcing, Brian K. Smith
• Re: Steel Beam Reinforcing, Randy Diviney
• RE: Definition of A sub B in Rho evaluation, Swingle, Mark
• Steel Beam Reinforcing, Randy Diviney
• RE: Steel Beam Reinforcing, Bill Allen
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Residential Spreadsheet Request, Vinod Sahni
• AutoCAD 2000 Help, Williston L. Warren, IV - S.E.
• Re: Moisture Content in Timber, Richard Flower
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Some sites of interest - If you like windmills, David Hall

Sat Jul 22 01:10:16 GMT 2000

• Re: Roof Framing, Joist Spacing...Input please, c2
• Re: AutoCAD 2000 Help, Joseph R. Grill
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Re: Roof Framing, Joist Spacing...Input please, EphHirsch
• Re: Metric Roof Slope, Paul Ransom
• Re: Roof Framing, Joist Spacing...Input please, Rick Burch
• Re: Roof Framing, Joist Spacing...Input please, c2
• RE: Roof Framing, Joist Spacing...Input please, Bill Allen
• Fw: [AEC-Residential] Free Lateral Design Spreadsheet, Nels Roselund
• dinamic analysis of a building in SAP2000, José Manuel Domingues Oliveira
• Residential construction-hip beams, Domenic DeAngelo
• Residential construction-hip beams, Roger Turk
• light gauge design program, Strueng86
• RE: Residential construction-hip beams, Bill Allen
• FS: HP Designjet 600 E size Roll Feed Plotter, Bill Allen
• Re: Roof Framing, Joist Spacing...Input please, Fountain Conner
• Re: Residential construction-hip beams, Barry H. Welliver

Sun Jul 23 00:10:08 GMT 2000

• Re: Residential construction-hip beams, sscholl2
• Re: Residential construction-hip beams, Joseph R. Grill
• Re: Residential construction-hip beams, marfra
• WorldWide Wood Frame Construction, Monty Hart
• Re: HP Designjet 600 E size Roll Feed Plotter, vicpeng
• Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Re: light gauge design program, Scott E Maxwell
• RE: Roof Framing, Joist Spacing...Input please, Bill Allen
• RE: HP Designjet 600 E size Roll Feed Plotter, Bill Allen
• Re: Residential construction-hip beams, sscholl2
• Re: WorldWide Wood Frame Construction, John Rose
• Re: Residential construction-hip beams, William Nelson

Mon Jul 24 01:28:10 GMT 2000

• RE: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
• Re: Residential construction-hip beams, Domenic DeAngelo
• RE: Roof Framing, Joist Spacing...Input please, Bill Allen
• Re: Residential construction-hip beams, David Hall
• Re: Residential construction-hip beams, Roger Turk
• Re: Residential construction-hip beams, sscholl2
• Re: Residential construction-hip beams, c2
• RE: Worldwide Wood Frame Construction, Harzer
• Re: Residential construction-hip beams, Fountain Conner
• Re: Residential construction-hip beams, Christopher Wright
• Re: Residential construction-hip beams, Jim Kestner
• RE: Residential construction-hip beams, Alfonso S Quilala
• Re: Residential construction-hip beams, Stuart Lewis
• Re: Residential construction-hip beams, Christopher Wright
• Roof Truss Wind Pressure Coefficient, Monty Hart
• Re: Roof Truss Wind Pressure Coefficient, TARNO COLEMAN
• Re: Metric Roof Slope, John MacLean

Tue Jul 25 00:47:07 GMT 2000

• RE: [AEC-Residential] Free Lateral Design Spreadsheet, Alfonso S Quilala
• Re: [AEC-Residential] Free Lateral Design Spreadsheet, Nels Roselund
• Residential Design Spreadsheet, Vinod Sahni
• Re: Residential Design Spreadsheet, Nels Roselund
• RE: Residential Design Spreadsheet, Bill Allen
• Re: Residential Design Spreadsheet, Larry Hauer
• [Q]: Seismic Design Provisions for Scaffolding ..., T-Online
• cable x-bracing, Mark D. Baker
• Steel Reinforcement Elongation Limit, frp 2000
• Steel Modulus and Strength, frp 2000

Wed Jul 26 02:18:41 GMT 2000

• RE: Lateral Software (was: Residential Design Spreadsheet), Bill Allen
• Steel Reinforcement Elongation Limit, Roger Turk
• RE: Steel Modulus and Strength, Bill Allen
• Steel Modulus and Strength, Roger Turk
• Re: Metric Roof Slope, Paul Ransom
• Re: Steel Modulus and Strength, Scott E Maxwell
• Re: Metric Roof Slope, Roger Turk
• Re: Steel Modulus and Strength, frp 2000
• Re: Steel Modulus and Strength, frp 2000
• Re: Steel Reinforcement Elongation Limit, frp 2000
• Re: Steel Modulus and Strength, frp 2000
• Re: Steel Reinforcement Elongation Limit, frp 2000
• Re: Steel Reinforcement Elongation Limit, Scott E Maxwell
• Re: Steel Reinforcement Elongation Limit, Roger Turk
• Re: Steel Reinforcement Elongation Limit, frp 2000
• Re: Steel Modulus and Strength, John Riley
• Re: Steel Modulus and Strength, Roger Turk
• RE: Steel Modulus and Strength, Charles Espenlaub
• Re: Residential Design Spreadsheet, Swingle, Mark
• Re: Steel Reinforcement Elongation Limit, Swingle, Mark
• Dimensioning, Michael Zaitz
• Re: Steel Reinforcement Elongation Limit, Roger Turk
• Re: Steel Modulus and Strength, Scott E Maxwell
• Re: cable x-bracing, Nels Roselund
• RE: Dimensioning, Charles Espenlaub
• Re: Steel Modulus and Strength, frp 2000
• Q: connection of walls to diaphragm, CMU and Hollow Core Plank co nstruction, Khosrownia, Ghassem SPK
• QUERY: Steel Connection Design Philosophy, Bill Polhemus
• RE: Dimensioning, Brian K. Smith
• Question on SAP2K, Khosrownia, Ghassem SPK
• RE: Steel Reinforcement Elongation Limit, Brian K. Smith
• RE: Residential Design Spreadsheet, Mark E. Deardorff
• Re: QUERY: Steel Connection Design Philosophy, Scott E Maxwell
• Re: Steel Modulus and Strength, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Steel Reinforcement Elongation Limit, Scott E Maxwell
• RE: Steel Modulus and Strength, Paul Crocker
• SEAOC Convention Hotel Update, Ron La Plante
• RE: Dimensioning, Sprague, Harold O.
• Re: Steel Modulus and Strength, Christopher Wright
• Use of weathering steel, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Q: connection of walls to diaphragm, CMU and Hollow Core Plank construction, Jim Kestner
• RE: Steel Modulus and Strength, Scott, William N.
• Re: Dimensioning, Domenic DeAngelo
• Re: Dimensioning, Domenic DeAngelo
• RE: Seismic Design Provisions for Scaffolding ..., Sprague, Harold O.
• RE: cable x-bracing, Sprague, Harold O.
• Re: Steel Modulus and Strength, Christopher Wright
• SDM Vol. II Question, SDGSE
• RE: Residential Design Spreadsheet, Mark E. Deardorff
• RE: Steel Modulus and Strength, Bill Allen

Thu Jul 27 00:10:07 GMT 2000

• RE: connection of walls to diaphragm, CMU and Hollow Core Plank c o nstruction, Charles Espenlaub
• RE: connection of walls to diaphragm, CMU and Hollow Core Plank c onstruction, Sprague, Harold O.
• Re: Use of weathering steel, sscholl2
• RE: Question on SAP2K, Ron Larsen
• Re: Use of weathering steel, Randy Russ
• RE: QUERY: Steel Connection Design Philosophy, Sprague, Harold O.
• MaxQuake, Bob Morrison
• RE: Use of weathering steel, Sprague, Harold O.
• BillQuick Lite, Shafat Qazi
• Re: Steel Reinforcement Elongation Limit, frp 2000
• Re: Steel Reinforcement Elongation Limit, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• cable x-bracing, Mark Baker
• Re: [Q]: Seismic Design Provisions for Scaffolding ..., sscholl2
• RE: Residential Design Spreadsheet, dennis pantazis
• Re: Steel Modulus and Strength, frp2000
• RE: Use of weathering steel, Scott E Maxwell
• Re: Steel Reinforcement Elongation Limit, frp2000
• Re: Steel Modulus and Strength, frp2000
• Re: Steel Reinforcement Elongation Limit, frp2000
• Re: cable x-bracing, Jim Kestner
• RE: Use of weathering steel, Charlie Carter
• Re: cable x-bracing, Scott E Maxwell
• Re: Steel Modulus and Strength, Roger Turk
• Re: cable x-bracing, Jeff Coronado
• Railroad loading reference, Jones, Mark A (Battle Creek)
• RE: cable x-bracing, Sherman, William
• RE: Railroad loading reference, Charlie Carter
• RE: Railroad loading reference, Charlie Carter
• Re: Railroad loading reference, Pat Ebner
• Re: Railroad loading reference, Bob Morrison
• way off topic - Where oh where has my eraser gone?, Ken Peoples
• Re: Railroad loading reference, Jonathan Mallard
• Re: cable x-bracing, Nels Roselund
• Re: Railroad loading reference, David Hall
• Release of Calcs., Nels Roselund
• Lateral restraint of steel beams at support locations, Casano, Karen
• Re: way off topic - Where oh where has my eraser gone?, Charley Hamilton
• RE: Release of Calcs., Bill Allen
• Re: Railroad loading reference, Bill Polhemus
• RE: Release of Calcs., Paul Crocker
• Glass Railing, Brad Friederichs
• RE: Glass Railing, sharonb
• Re: Release of Calcs., David Hall
• Release of Calcs., John Riley
• RE: Release of Calcs., Mark E. Deardorff
• Re: Glass Railing, Bart Kemper
• Re: Release of Calcs., Jim Kestner
• Re: Release of Calcs., Bart Kemper

Fri Jul 28 00:31:47 GMT 2000

• Re: Glass Railing, Samir Ghosn
• Re: Release of Calcs., Richard & audra
• RE: Release of Calcs., Sherman, William
• RE: Release of Calcs., George Richards, P.E.
• Re: LADBS Info Bulletin ST-12, Richard Flower
• Offshore Design, Crazy Al
• Re: Release of Calcs., David Hall
• Re: Glass Railing, Samir Ghosn
• RE: Release of Calcs., Cain, William
• Re: Release of Calcs., Nels Roselund
• Release of Calcs., Roger Turk
• Re: SDM Vol 2, SDGSE
• Re: Release of Calcs., GEOHAK
• Re: Glass Railing, sscholl2
• RE: Release of Calcs., Roger Turk
• Re: Release of Calcs., frp2000
• Re: Release of Calcs., frp2000
• Re: Steel Modulus and Strength, frp2000
• Re: cable x-bracing, Mark Baker
• Re: Railroad loading reference, Jim Kestner
• RE: Steel Modulus and Strength, Bill Allen
• Re: LADBS Info Bulletin ST-12, SDGSE
• FW: Release of Calcs., Ritter, Mike
• Re: Glass Railing, Jim Kestner
• Re: Glass Railing, c2
• Re: Release of Calcs., Larry Hauer
• Re: cable x-bracing, Mark Gilligan
• Re: way off topic - Where oh where has my eraser gone?, frp2000
• RE: Use of weathering steel, dennis pantazis
• HELP: Guide to Learning UBC, dennis pantazis
• RE: Release of Calcs., Zachary Goswick
• Staad Bug: Wind Load, Connor, John A NWK
• Re: Glass Railing, Fountain Conner
• Release of Calcs., Zachary Goswick
• way off topic - Where oh where has my eraser gone?, Lynn H
• Re: Release of Calcs., Jim Kestner
• Re: Release of Calcs., Christopher Wright
• Re: SDM Vol 2, Swingle, Mark
• Re: Release of Calcs., Scott E Maxwell
• RE: Offshore Design, Brian K. Smith
• RE: SDM Vol 2, George Richards, P.E.
• Re: Release of Calcs., Roger Turk
• Re: LADBS Info Bulletin ST-12, Martin W. Johnson
• RE: way off topic - Where oh where has my eraser gone?, Armijo, John J (PWCSD 184)
• Re: Lateral restraint of steel beams at support locations, Jeff Coronado
• Re: Release of Calcs., Jeff Coronado
• Re: Offshore Design, Fountain Conner
• Re: Glass Railing, Jeff Coronado
• Re: SDM Vol 2, SDGSE
• RE: Release of Calcs., Acie Chance
• Re: Release of Calcs., Jim Kestner
• Copyright of calcs, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• FWD: SDM Vol 2, SDGSE
• Re: Steel Modulus and Strength, Charley Hamilton
• Collectors & Drag Struts, Michael Bryson
• RE: Offshore Design, Bill Allen
• J series joists, Scott E Maxwell
• client wants our spread sheet, Ken Peoples
• Re: Offshore Design, hans boge
• RE: LADBS Info Bulletin ST-12, Bill Allen
• RE: Copyright of calcs, Bill Allen

Sat Jul 29 00:21:45 GMT 2000

• J series joists, Roger Turk
• Re: client wants our spread sheet, Christopher Wright
• RE: Railroad Loading Reference., Jones, Mark A (Battle Creek)
• RE: Release of Calcs., Bart Needham
• Re: Offshore Design, Syed A Masroor
• Staad Bug: Wind Load, marfra
• Re: client wants our spread sheet, Charley Hamilton
• RE: Offshore Design, marfra
• Re: client wants our spread sheet, Greg Smith
• RE: client wants our spread sheet, Bill Allen
• RE: Release of Calcs., Devlin, Dan
• Re: Release of Calcs., Fountain Conner
• RE: Steel Modulus and Strength, james korff
• Re: J series joists, c2
• RE: Release of Calcs., Christopher Wright
• Re: Offshore Design, Christopher Wright
• Re: cable x-bracing, Bruce Pooley
• Re: FW: Galvanized Anchor Bolts, sscholl2
• Re: Release of Calcs., Martin W. Johnson
• Re: Release of Calcs., Roger Turk
• RE: LADBS Info Bulletin ST-12, Joyce Fuss
• RE: client wants our spread sheet, Mark E. Deardorff
• FW: Galvanized Anchor Bolts, Tom VanDorpe
• Prestressing rods, David L. McCormick
• Re: way off topic - Where oh where has my eraser gone?, Fountain Conner
• RE: Offshore Design, Acie Chance
• Re: Release of Calcs., Fountain Conner
• Re: Offshore Design, Fountain Conner
• RE: Staad Bug: Wind Load, Khosrownia, Ghassem SPK
• RE: Collectors & Drag Struts, Mark E. Deardorff
• RE: Offshore Design, Acie Chance
• Re: client wants our spread sheet, RJConley
• Re: Copyright of calcs, Bart Kemper
• RE: Offshore Design, Alfonso S Quilala
• Re: Release of Calcs., Bart Kemper
• Re: Release of Calcs., Christopher Wright
• IBC adoption process (was SDM Vol 2), Byainc
• RE: Collectors & Drag Struts, Byainc
• Re: Release of Calcs., Fountain Conner
• Re: Residential Design Spreadsheet, Domenic DeAngelo
• Re: Cantilevered Stairs, Domenic DeAngelo
• Prestressing rods, Roger Turk
• Re: Staad Bug: Wind Load, Bill Polhemus
• RE: Prestressing rods, Sprague, Harold O.
• Re: Offshore Design, Paul Feather
• Re: Cantilevered Stairs, Paul Feather

Sun Jul 30 00:41:06 GMT 2000

• Re: Offshore Design, sscholl2
• Re: Release of Calcs., Bart Kemper
• What about iron balusters and guardrails?, Francisco Duarte
• Re: Release of Calcs., Scott E Maxwell
• Re: What about iron balusters and guardrails?, Scott E Maxwell
• Steel Antenna Towers., Muhammad Amin
• RE: Copyright of calcs, Bill Allen
• RE: Release of Calcs., Roger Turk
• Re: Release of Calcs., Roger Turk
• Re: Cantilevered Stairs, Meena Gajjar
• Re: Cantilevered Stairs, Meena Gajjar
• FW: Copyright of calcs, Ron Hill
• Re: LADBS Info Bulletin ST-12, Richard Flower

Mon Jul 31 05:13:09 GMT 2000

• Re: Copyright of calcs, Bart Kemper
• re: Staad Bug: Wind Load, Arvind K. Bisarya
• Re: Release of Calcs., Jim Kestner
• Re: Collectors & Drag Struts, Nels Roselund
• Re: Release of Calcs., Roger Turk
• RE: Offshore Design, Brian K. Smith
• RE: Offshore Design, Brian K. Smith
• Re: Collectors & Drag Struts, Michael Bryson
• Re: Staad Bug: Wind Load, Bill Polhemus
• Re: Offshore Design, Fountain Conner
• Re: Release of Calcs., Swingle, Mark
• Re: Offshore Design, Paul Feather
• Re: Offshore Design, Bart Kemper
• [no subject], Swingle, Mark
• Re: Offshore Design, Bart Kemper
• Re: Offshore Design, Fountain Conner
• Free steel seminar By Dr. A. Astaneh @ the city of San Jose, Yousefi, Ben
• Fw: Offshore Design, hans boge
• RE: Offshore Design, Paul Crocker
• Re: Offshore Design, Bart Kemper
• RE:, Alfonso S Quilala
• Re: What about iron balusters and guardrails?, Swingle, Mark
• Re: Offshore Design, Bart Kemper
• Employment: Civil Engineer - Southern California, Vince Yu
• RE: What about iron balusters and guardrails?, George Richards, P.E.
• Employment: Civil Engineer for Southern California Arch Firm, Vince Yu
• RE: Collectors & Drag Struts, Mark E. Deardorff

Tue Aug 01 00:00:37 GMT 2000

• RE: What about iron balusters and guardrails?, Sherman, William
• RE: What about iron balusters and guardrails?, Tom . Hunt
• RE: Offshore Design, Tomas Matta
• Fw: 3x sil's, Randy Vogelgesang
• Re: Collectors & Drag Struts, Nels Roselund
• Re: Offshore Design, Paul Ransom
• Re: Employment: Civil Engineer for Southern California Arch Firm, raquel mendez
• Fw: Steel Antenna Towers., Muhammad Amin
• RE: Offshore Design, marfra
• RE: Residential Design Spreadsheet, Swingle, Mark
• RE: Collectors & Drag Struts, Paul_Reilly
• RE: Collectors & Drag Struts, Swingle, Mark
• Re: Offshore Design, Hasan Hindawi
• Re: Collectors & Drag Struts, Nels Roselund
• Re: Collectors & Drag Struts, Greg Smith
• Re: Steel Antenna Towers., vicpeng
• RE: CAD Standards, Sprague, Harold O.
• SEAOC Position Paper on Cantilevered Columns, Bill Allen

Wed Aug 02 03:43:35 GMT 2000

• RE: SEAOC Position Paper on Cantilevered Columns, Bill Allen
• RE: Steel Antenna Towers., Sprague, Harold O.
• ICBO-LABC Presentation by Mel Green, S.E., Becker, Rick
• RE: Steel Antenna Towers., Eric Lehmkuhl
• Re: Lateral restraint of steel beams at support locations, Paul Feather
• Non Linear Dynamic Analysis and the number of records, Adolfo Galvez
• RE: Non Linear Dynamic Analysis and the number of records, Cain, William
• Re: Non Linear Dynamic Analysis and the number of records, Christopher Wright

Thu Aug 03 06:15:42 GMT 2000

• masonry & wood, Mark Baker
• Re: masonry & wood, David Topete
• HSS, PEC - Lake City
• Sturgis, G. Bunkers
• RE: HSS, BILL PULYER
• RE: Sturgis, Acie Chance
• RE: Sturgis, Robert Rollo
• QUERY: Use of "Beta" and "Theta" in VisualAnalysis, Bill Polhemus
• RE: Sturgis, Bill Allen
• Re: masonry & wood, Nels Roselund
• Underground Structures, Vinod Sahni
• Re: HSS, PEC - Lake City
• RE: Underground Structures, Sprague, Harold O.
• RE: Sturgis, Bill Allen
• RE: Sturgis, Acie Chance
• Wall anchorage at flexible diaphragms, Dave Adams
• RE: Underground Structures, Lutz,James
• SDM Vol II Seminar on October 21, Shafat Qazi
• Dear Software Vendors, Shafat Qazi
• Minnesota PE Wanted, David Hall
• Re: Minnesota PE Wanted, Christopher Wright
• RE: Wall anchorage at flexible diaphragms, Mike Valley
• Re: masonry & wood, Mark D. Baker
• (Mike) RE: Wall anchorage at flexible diaphragms, Dave Adams
• RE: QUERY: Use of "Beta" and "Theta" in VisualAnalysis, Brian K. Smith

Fri Aug 04 00:32:18 GMT 2000

• Re: QUERY: Use of "Beta" and "Theta" in VisualAnalysis, Javier Encinas
• Open Web/LH Steel Joist Splices, Canitz, Charles F NAB02
• Re: Open Web/LH Steel Joist Splices, Jim Kestner
• RE: Open Web/LH Steel Joist Splices, Sprague, Harold O.
• RE: Open Web/LH Steel Joist Splices, Roger Davis
• RE: Open Web/LH Steel Joist Splices, Dan Vines

Sat Aug 05 00:32:20 GMT 2000

• Re: Open Web/LH Steel Joist Splices, Nd1942
• Re: Open Web/LH Steel Joist Splices, c2
• Open Web/LH Steel Joist Splices, Roger Turk
• STEEL: Connecting HSS to HSS for Moment, Bill Polhemus
• Re: Open Web/LH Steel Joist Splices, Bill Polhemus
• Re: STEEL: Connecting HSS to HSS for Moment, Mark Baker
• Design of Valley Beams, JGPE1
• Re: Offshore Design, Syed A Masroor
• seaint Digest for 4 Aug 2000 -Reply, Steven Mallett
• RE: Offshore Design, Bill Allen
• Re: Offshore Design, sikander abulkhair
• Re: Open Web/LH Steel Joist Splices, Roger Turk
• not needed, SANTHANAM BAGAWATH SINGH
• Re: Offshore Design, Keith Fix
• Re: STEEL: Connecting HSS to HSS for Moment, Bill Polhemus
• Re: Open Web/LH Steel Joist Splices, Bill Polhemus
• WELDING: Unclear about Qf and U in AWS D1.1-96 Section 2.40.2, Bill Polhemus
• Re: Offshore Design, Hasan Hindawi
• Re: Open Web/LH Steel Joist Splices, Christopher Wright
• Re: Offshore Design, Christopher Wright
• The Engineering Paradigm (WAS Re: Open Web/LH Steel Joist Splices), Bill Polhemus

Sun Aug 06 02:08:16 GMT 2000

• Recall: Offshore Design, Stamper, James H.
• Offshore Design - Part 1 of 3, Stamper, James H.
• Offshore Design - Part 2 of 3, Stamper, James H.
• Offshore Design - Part 3 of 3, Stamper, James H.
• Re: The Engineering Paradigm (WAS Re: Open Web/LH Steel Joist S, Christopher Wright
• help: bowstring truss modification (unbraced length problem), dennis pantazis
• RE: Recall: Offshore Design, Mark E. Deardorff
• Re: Recall: Offshore Design, sikander abulkhair
• seaint Digest for 5 Aug 2000 -Reply, Steven Mallett
• Re: help: bowstring truss modification (unbraced length problem), Greg Smith
• LINUX reality check, Mark E. Deardorff
• Re: LINUX reality check, Bill Polhemus
• Re: help: bowstring truss modification (unbraced length problem), Greg Smith
• Re:, Nd1942
• Re: Open Web/LH Steel Joist Splices, Nd1942
• Re: The Engineering Paradigm (WAS Re: Op, Roger Turk
• help: bowstring truss modification (unbr, Roger Turk
• RE: WELDING: Unclear about Qf and U in AWS D1.1-96 Section 2.40.2, Mark E. Deardorff
• Re: global opportunities (was Offshore Design), Paul Ransom
• Re: The Engineering Paradigm (WAS Re: Op, Christopher Wright
• Re: Free steel seminar By Dr. A. Astaneh @ the city of San Jose, Laurence B. Oeth
• Re: The Engineering Paradigm (WAS Re: Op, frp 2000

Mon Aug 07 00:03:35 GMT 2000

• Re: The Engineering Paradigm (WAS Re: Op, Fountain Conner
• Re: The Engineering Paradigm (WAS Re: Op, Bill Polhemus
• Re: The Engineering Paradigm (WAS Re: Op, Christopher Wright
• WANTED: Info from AWS D1.1-2000, Bill Polhemus
• Re: The Engineering Paradigm (WAS Re: Op, Fountain Conner
• Re: Recall: Offshore Design, Bart Kemper
• seaint Digest for 6 Aug 2000 -Reply, Steven Mallett
• Re: Recall: Offshore Design, sikander abulkhair
• 1400 F Concrete Mix, L. N. Rhinehart
• Underground Structures, Vinod Sahni
• Re: WANTED: Info from AWS D1.1-2000, Paul Feather
• Open Web/LH Steel Joist Splices, Vinod Sahni
• RE: Open Web/LH Steel Joist Splices, Charlie Carter
• Steel Roof Decking, Chris Towne
• Free steel seminar By Dr. A. Astaneh @ the city of San Jose, Yousefi, Ben
• Re: Recall: Offshore Design, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op ..), Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Steel Roof Decking, Khosrownia, Ghassem SPK
• RE: Steel Roof Decking, Roger Davis
• Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op ..), Paul Ransom
• Re: Steel Roof Decking, Chris Towne
• Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op .., Christopher Wright

Tue Aug 08 01:12:57 GMT 2000

• RE: WANTED: Info from AWS D1.1-2000, Bob Shaw
• Re: Underground Structures, Greg Smith
• seaint Digest for 7 Aug 2000 -Reply, Steven Mallett
• You are misinformed and Unlicensed, Baltar, Joe MR
• Re: You are misinformed and Unlicensed, steven hart
• RE: Lateral restraint of steel beams at support locations, Charlie Carter
• Re: Underground Structures, Swingle, Mark
• You are misinformed and Unlicensed, Mark Gilligan
• RE: You are misinformed and Unlicensed, sharonb
• RE: You are misinformed and Unlicensed, MKnight
• RE: You are misinformed and Unlicensed, Daley, John
• Re: Design of Valley Beams, Nels Roselund
• Re: You are misinformed and Unlicensed, Madhan
• RE:You are misinformed and Unlicensed, Aswin Rangaswamy
• E and O (Liability) Insurance, David Hall
• Removable exterior walls, Teresa Dellies
• RE: E and O (Liability) Insurance, Charlie Carter
• Re: Design of Valley Beams, Fountain Conner
• Re: Design of Valley Beams, Paul_Reilly
• RE: Removable exterior walls, Caldwell, Stan
• SEAOC 2000 Convention, Constantine Shuhaibar
• RE: E and O (Liability) Insurance, Ron Hill
• RE: Removable exterior walls and cheese...., Teresa Dellies
• Re: You are misinformed and Unlicensed, steven hart
• re: You are misinformed and Unlicensed, Arvind K. Bisarya
• RE: Design of Valley Beams, Bill Allen
• RE: You are misinformed and Unlicensed, Christopher Wright
• Arena Live Load, Michael Bryson
• Re: Removable exterior walls, Jim Kestner
• re: You are misinformed and Unlicensed, Arvind K. Bisarya
• Pennsylvania SEA, Matthew Stuart

Wed Aug 09 00:23:01 GMT 2000

• RE: LADBS Info Bulletin ST-12, Becker, Rick
• Re: Soil Bearing Pressure, Chris Lillback
• RE: Design of Valley Beams, Bill Allen
• Re: SEAOC 2000 Convention, frp 2000
• Re: Design of Valley Beams -- Fountain, Nels Roselund
• Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op ..), Paul Ransom
• Soil Bearing Pressure, Paul_Reilly
• Re: Removable exterior walls, Jim Kestner
• Staad: Master/Slave Joints, Connor, John A NWK
• Re: Design of Valley Beams -- Paul, Nels Roselund
• Re: You are misinformed and Unlicensed, steven hart
• Structural vs Political, Fountain Conner
• RE: Underground Structures, Caldwell, Stan
• Re: Design of Valley Beams, Christopher Wright
• Re: Arena Live Load, gbuydens
• Re: SEAOC 2000 Convention, Constantine Shuhaibar
• E and O (Liability) Insurance, Roger Turk
• Re:Soil Bearing Pressure, TBenson
• Re: You are misinformed and Unlicensed, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: You are misinformed and Unlicensed, Bill Allen
• Re: You are misinformed and Unlicensed, frp 2000
• seaint Digest for 8 Aug 2000 -Reply, Steven Mallett
• Hit "Delete", not "reply", Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Staad: Master/Slave Joints, Rogers, Robert
• re: Staad: Master/Slave Joints, Arvind K. Bisarya
• RE: Hit "Delete", not "reply", Bill Allen
• Re: Structural vs Political, John Riley
• RE: Staad: Master/Slave Joints, Mark E. Deardorff
• Re: Soil Bearing Pressure, John Riley
• Broadcom's billion-dollar brain (Was: You are misinformed and Unl icensed), Huang, Y. Henry
• RE: Arena Live Load, Robert Rollo
• Re: Staad: Master/Slave Joints, Fariborz Tehrani
• RE: Hit "Delete", not "reply", sharonb
• K-factor for concrete in SAP90 via SAP2000, Fariborz Tehrani
• Re: Structural vs Political, Christopher Wright
• RE: Arena Live Load, David Bejan Tehranchi
• Re: You are misinformed and Unlicensed, capitalino
• Re: Hit "Delete", not "reply", Christopher Wright
• ADMIN ACTION Re: You are misinformed...., Shafat Qazi
• Re: Hit "Delete", not "reply", capitalino
• Re: Open Web/LH Steel Joist Splices, Keith Fix
• RE: Open Web/LH Steel Joist Splices, Matthew Stuart
• RE: Open Web/LH Steel Joist Splices, Mark E. Deardorff
• Re: Staad: Master/Slave Joints, EphHirsch
• RE: Staad: Master/Slave Joints, Connor, John A NWK
• RE: K-factor for concrete in SAP90 via SAP2000, Eduardo Lopez

Thu Aug 10 00:12:38 GMT 2000

• Re: Pennsylvania SEA, Albert J. Meyer, Jr.
• Re: Open Web/LH Steel Joist Splices, Nd1942
• Angle in Bending, sharonb
• Re: Angle in Bending, John Riley
• Re: Angle in Bending, Paul Feather
• Re: Open Web/LH Steel Joist Splices, c2
• Re: Pennsylvania SEA, Roger Turk
• Re: Design of Valley Beams, Fountain Conner
• Re: Steel Roof Decking, Keith Fix
• Re: Structural vs Political: Waaay off topic, Keith Fix
• Re: Structural vs Political: Waaay off topic, John Riley
• RE: Angle in Bending, Kehshin Chi
• RE: Pennsylvania SEA, Mark E. Deardorff
• Re: Underground Structures, Rhkratzse
• Apology to offended individuals - misinformed & unlicensed, Baltar, Joe MR
• seaint Digest for 9 Aug 2000 -Reply, Steven Mallett
• Re: Masonry Cement, Domenic DeAngelo
• RE: Masonry Cement, Sherman, William
• Re: You are misinformed and Unlicensed, Syed A Masroor
• RE: Angle in Bending, Panos Trochalakis
• RE: Masonry Cement, Roger Davis
• RE: Angle in Bending, sharonb
• Re: Angle in Bending, Michael Zaitz
• Hertz Stress, Glauco
• Re: Masonry Cement, Roger Turk
• C1010, PEC - Lake City
• Re: C1010, Christopher Wright
• RE: C1010, Sprague, Harold O.
• WANTED: Welding Symbols for Microstation, Bill Polhemus
• Re: C1010, PEC - Lake City
• Re: C1010, Neil Moore
• Re: SEAOC 2000 Convention, benjamin . baer
• Re: WANTED: Welding Symbols for Microstation, Peter McCormack
• RE: C1010, Lutz,James
• RE: Masonry Cement, Lutz,James
• RE: Masonry Cement, Sprague, Harold O.
• REF: Underground Structures, Vinod Sahni

Fri Aug 11 00:18:20 GMT 2000

• Re: Masonry Cement, Domenic DeAngelo
• Re: SEAOC 2000 Convention, Roger Turk
• SAP 2000 Nonlinear, Enny Chen
• Offshore Design, Stamper, James H.
• Aaphalt Implegnated Board under tank foundation, Kim young ki
• seaint Digest for 10 Aug 2000 -Reply, Steven Mallett
• Re: SAP 2000 Nonlinear, Waldemar Quiles
• Re: Asphalt Implegnated Board under tank foundation, quinnair
• MORE on Angle Bending (WAS Re: Angle in Bending), Bill Polhemus
• RE: SAP 2000 Nonlinear, Lutz,James
• Re: Soil Bearing Pressure, Paul_Reilly
• accelerating curing of concrete slab, Ken Peoples
• RE: accelerating curing of concrete slab, Mark E. Deardorff
• Re: Soil Bearing Pressure, Roger Turk
• RE: accelerating curing of concrete slab, Lutz,James
• Hydraulic Elevator Pit Design, Canitz, Charles F NAB02
• Continuing Education, Dave Adams
• RE: Hydraulic Elevator Pit Design, Sprague, Harold O.
• RE: accelerating curing of concrete slab, Sprague, Harold O.
• RE: accelerating curing of concrete slab, Sherman, William
• Concrete Repair, Faris Daoud
• RE: Hertz Stress, Charlie Carter
• Re: SAP 2000 Nonlinear, Omar M. Waqfi
• Pile Cap Restraint, Tom . Hunt
• [no subject], Daley, John
• RE: Concrete Repair, David Bejan Tehranchi
• RE: Continuing Education, Bill Allen
• Glass Floors, Charlie Griffes

Sat Aug 12 00:08:24 GMT 2000

• RE: Continuing Education, Cain, William
• Re: Continuing Education, Albert Ford
• RE: accelerating curing of concrete slab, Dick_Roberts
• Re: Soil Bearing Pressure, Paul_Reilly
• Re: accelerating curing of concrete slab, Nels Roselund
• Re: accelerating curing of concrete slab, sscholl2
• RE: WANTED: Welding Symbols for Microstation, Joseph Harouni
• Re: Soil Bearing Pressure, John Riley
• Re[2]: Soil Bearing Pressure, TBenson
• Re: Continuing Education, Bart Kemper
• Re: SEAOC 2000 Convention, Constantine Shuhaibar
• Re: Pile Cap Restraint, Hasan Hindawi
• Re: MORE on Angle Bending (WAS Re: Angle in Bending), Keith Fix
• Re: Glass Floors, Jeff Coronado
• Need some advices, BILLY TRAN

Sun Aug 13 00:53:10 GMT 2000

• Re: Need some advices, Paul Feather
• SE Registration, BOELTER
• Re: SE Registration, Richard & audra
• Re: SAP 2000 Nonlinear, Virgilio Lao
• RE: SE Registration, Mark E. Deardorff
• RE: Lt Ga Metal Trusses, wtca
• Re[2]: Soil Bearing Pressure, Roger Turk
• Dome Roof, Melbec
• Re: Concrete Repair, Upendra Poudel
• RE: SE Registration, Mark E. Deardorff
• Composite Beam Retrofit, marfra
• STILL MORE on Angle Bending (WAS Re: MORE on Angle in Bending), Bill Polhemus
• Re: STILL MORE on Angle Bending, Keith Fix
• Re: Composite Beam Retrofit, Hasan Hindawi

Mon Aug 14 04:22:14 GMT 2000

• RE: Wood Exposed for 5 Months During Construction, wtca
• Re: WANTED: Welding Symbols for Microstation, RJConley
• seaint Digest for 11 Aug 2000 -Reply, Steven Mallett
• RE: Glass Floors, Mark E. Deardorff
• control joints in grouted cmu walls, PFFEI
• RE: Pile Cap Restraint, Sprague, Harold O.
• CA Seismic Safety Commission Publications on-line, fturner

Tue Aug 15 05:06:46 GMT 2000

• Tecnical Norms, Sezefredo
• Re: SE Registration, Richard & audra
• Re: Soil Bearing Pressure, L. Thomas Bayne
• seaint Digest for 13 Aug 2000 -Reply, Steven Mallett
• Grade @ Anchor Bolts, Nicholas Blackburn
• control joints in grouted cmu walls, Roger Turk
• Check for Floatation, RajSTC
• tecnical norms, Sezefredo
• ASTM A 108, Grade C 1010, Stamper, James H.
• RE: Continuing Education, Sprague, Harold O.
• RE: Glass Floors, Sprague, Harold O.
• SAP 2000 Nonlinear Analysis, Enny Chen
• Lumber Grading, Bill Allen
• Re: control joints in grouted cmu walls, Jeff Ellis
• RE: Glass Floors, Panos Trochalakis
• RE: Need some advices, Cain, William
• DESIGN OF REINFORCED MASONRY STRUCTURES, Gutierrez, Alice
• Clarify "Need some advices", BILLY TRAN
• Re: Check for Floatation, PEC - Lake City
• RE: corrosion of cor-ten type rebars, Sprague, Harold O.
• Nail Slip, Nels Roselund
• SE Registration, BOELTER
• Check for Floatation, Roger Turk
• Re: Clarify "Need some advices", Peter McCormack
• Re: Tecnical Norms, Pat Ebner
• Lumber Grading, Roger Turk
• Re: Soil Bearing Pressure, Chris Lillback
• RE: Grade @ Anchor Bolts, Sprague, Harold O.
• RE: Soil Bearing Pressure, Cain, William
• Re: E and O (Liability) Insurance, L. Thomas Bayne
• Re: Grade @ Anchor Bolts, Mark D. Anderson PE
• Re: Grade @ Anchor Bolts, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Welding A615 Grade 60, Sprague, Harold O.
• Welding A615 Grade 60, Alfonso S Quilala
• Re: Check for Floatation, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Check for Floatation, Randy Russ
• Re: Check for Floatation, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Nail Slip, Mike Valley
• Geotechnical Engineers, JCohen
• Nail Slip, Nels Roselund
• Re: Lumber Grading, Bruce Pooley
• RE: E and O (Liability) Insurance, Gerard Madden
• RE: Nail Slip, Mike Valley
• Re: Glass Floors, frp 2000
• Re: Steel Roof Decking, Scott E Maxwell

Wed Aug 16 00:09:12 GMT 2000

• RE: MORE on Angle Bending (WAS Re: Angle in Bending), atenogenes beleño perez
• RE: Check for Floatation, Sherman, William
• RE: E and O (Liability) Insurance, Brad Friederichs
• Re: control joints in grouted cmu walls, Scott E Maxwell
• Re: agricultural buildings, fturner
• RE: Welding A615 Grade 60, Christopher Wright
• Re: agricultural buildings, Scott E Maxwell
• Re: Tecnical Norms, Sezefredo
• Re: Nail Slip, Nels Roselund
• Re: agricultural buildings, Fountain Conner
• Re: Grade @ Anchor Bolts, Keith Fix
• Re: Nail Slip, John Rose
• RE: Nail Slip, Bill Allen
• Re: Grade @ Anchor Bolts, Scott E Maxwell
• RE: Nail Slip, Mike Valley
• seaint Digest for 12 Aug 2000 -Reply, Steven Mallett
• agricultural buildings, Sprague, Harold O.
• RE: agricultural buildings, Mark E. Deardorff
• Re: Welding A615 Grade 60, sscholl2
• RE: agricultural buildings, Roger Turk
• Re: Welding A615 Grade 60, Christopher Wright
• RE: agricultural buildings, Mark E. Deardorff
• Floor Sealer Hardeners, Robert Rollo
• Interim Report on FEMA 350 100% DRAFT, Shafat Qazi
• RE: Floor Sealer Hardeners, Sprague, Harold O.
• RE: accelerating curing of concrete slab, Fieberling, Eric
• Re: Nail Slip, Johnny Drozdek
• Laterally Loaded Pier Foundations, John MacLean
• RE: Laterally Loaded Pier Foundations, Sprague, Harold O.

Thu Aug 17 00:24:40 GMT 2000

• REF: Laterally Loaded Pier Foundations, Vinod Sahni
• Re: corrosion of cor-ten type rebars, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Welding A615 Grade 60, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Welding A615 Grade 60, sscholl2
• Re: Nail Slip, John Rose
• Re: Floor Sealer Hardeners, Kirk Haverland
• RE: Nail Slip, Bill Allen
• Re: Laterally Loaded Pier Foundations, Pat Ebner
• Re: Interim Report on FEMA 350 100% DRAFT, Rick . Drake
• Seismic Design of Bridge Foundation, Mete BAYKIR
• RE: Seismic Design of Bridge Foundation, Bill Allen
• RE: Seismic Design of Bridge Foundation, Novak, Dan
• Ultimate Strength Design Criteria, PEC - Lake City
• RE: Grade @ Anchor Bolts, Charlie Carter
• RE: Interim Report on FEMA 350 100% DRAFT, Cain, William
• Sign Up Today !!, Caldwell, Stan
• Re: Seismic Design of Bridge Foundation, Shashi Bhakta
• Recommendations for geotechnical engineers, JCohen
• State of California & Building Code, Bob Hanson
• Re: Ultimate Strength Design Criteria, Rick . Drake
• Re: Nail Slip, fturner
• RE: Welding A615 Grade 60, Sherman, William
• Re: Recommendations for geotechnical engineers, Scott E Maxwell
• REF: Structuralist Website, Vinod Sahni
• Railroad Box Cars, Robert Rollo
• RE: Laterally Loaded Pier Foundations, George Richards, P.E.
• Re: REF: Structuralist Website, Scott E Maxwell

Fri Aug 18 00:04:30 GMT 2000

• RE: State of California & Building Code, Huang, Y. Henry
• Specification for ASD of Single Angle Members, Hartzell, Frank
• RE: Recommendations for geotechnical engineers, Sprague, Harold O.
• Re:Recommendations for geotechnical engineers, TBenson
• RE: Recommendations for geotechnical engineers, Charles Espenlaub
• RE: Interim Report on FEMA 350 100% DRAFT, Bill Allen
• RE: State of California & Building Code, Yousefi, Ben
• Re: Railroad Box Cars, sscholl2
• Re: RE: E and O (Liability) Insurance, Rhkratzse
• Re: Recommendations for geotechnical engineers, Chris Lillback
• Re: State of California & Building Code, fturner
• RE: Grade @ Anchor Bolts, Keith Fix
• Re: Sign Up Today !!, Scott E Maxwell
• RE: Specification for ASD of Single Angle Members, Sherman, William
• MathCad, Virgilio Lao
• Load Combinations for ASD 9th, Michael Zaitz
• RE: Load Combinations for ASD 9th, Bill Allen
• Por-Roc, Michael Bryson
• Southern Ireland Civil Engineer wanted, Ken Peoples
• RE: Grade @ Anchor Bolts, Charlie Carter
• RE: Load Combinations for ASD 9th, Charlie Carter
• RE: Load Combinations for ASD 9th, Ritter, Mike
• Re: Steel Connections, Ron O. Hamburger
• RE: Steel Connections, Bill Allen
• RE: State of California & Building Code, Cain, William
• RE: Load Combinations for ASD 9th, David Bejan Tehranchi
• RE: Southern Ireland Civil Engineer wanted, Gerard Madden
• Request for geotechnical engineers., JCohen
• RE: Southern Ireland Civil Engineer wanted, Peter McCormack
• Re: Southern Ireland Civil Engineer wanted, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: Steel Connections, Scott E Maxwell
• Re: Grade @ Anchor Bolts, PEC - Lake City
• Re: Nail Slip, Nels Roselund
• Nail Slip -- correction, Nels Roselund
• More on Anchor Bolts, Ed Fasula
• RE: Grade @ Anchor Bolts, Charlie Carter
• RE: Grade @ Anchor Bolts, Sherman, William

Sat Aug 19 00:00:52 GMT 2000

• Re: Southern Ireland Civil Engineer wanted, Christopher Wright
• Re: Por-Roc, Rick Burch
• Re: Nail Slip, John Rose
• Re: Por-Roc, Bill Polhemus
• Re: Load Combinations for ASD 9th, Bill Polhemus
• Re: Load Combinations for ASD 9th, Bill Polhemus
• Re: Por-Roc, c2
• Re: Por-Roc, Bill Polhemus
• Re: More on Anchor Bolts, Bill Polhemus
• corrosion of cor-ten type steels in concrete, prakash chowdhury
• Re: Grade @ Anchor Bolts, Nels Roselund
• RE: Grade @ Anchor Bolts, Acie Chance
• Re: Por-Roc, c2
• Re: Grade @ Anchor Bolts, Scott E Maxwell
• Re: corrosion of cor-ten type steels in concrete, Bart Kemper, P.E. (http://www.bigdogz.com/bart)

Sun Aug 20 02:54:42 GMT 2000

• P.E. Exam Requirements, Ted Conway
• Re: P.E. Exam Requirements, Scott E Maxwell
• Re: P.E. Exam Requirements, JGPE1
• Re: P.E. Exam Requirements, Roger Turk
• Re: Grade @ Anchor Bolts, Jim Middleton
• Re: Steel Connections, Keith Fix
• RE: Load Combinations for ASD 9th, Keith Fix
• Re: P.E. Exam Requirements, Keith Fix

Mon Aug 21 02:47:50 GMT 2000

• Re: P.E. Exam Requirements, Bart Kemper
• Re: P.E. Exam Requirements, Scott E Maxwell
• Re: ASD Load Combinations, Syed A Masroor
• RE: ASD Load Combinations, Dave Meney
• RE: Load Combinations for ASD 9th, Ritter, Mike
• RE: ASD Load Combinations, Scott E Maxwell
• AISC Vol. II Connections Bracing, Ken Peoples
• Re: P.E. Exam Requirements, Keith Fix
• RE: Grade @ Anchor Bolts, Ed Fasula
• RE: P.E. Exam Requirements, Benson,Ralph
• Re: P.E. Exam Requirements, Keith Fix
• RE: Load Combinations for ASD 9th, Christopher Wright
• Re: P.E. Exam Requirements, Christopher Wright
• RE: Grade @ Anchor Bolts, Tom . Hunt
• RE: AISC Vol. II Connections Bracing, BILL PULYER
• RE: Grade @ Anchor Bolts, Cain, William
• RE: P.E. Exam Requirements, Cain, William
• Re: Grade @ Anchor Bolts, Nels Roselund
• SEAOSC FEMA 350 comments, Martin W. Johnson
• RE: Grade @ Anchor Bolts, Cain, William
• RE: P.E. Exam Requirements, Scott, William N.
• RE: Grade @ Anchor Bolts, Brian K. Smith
• RE: Grade @ Anchor Bolts, Cain, William
• Re: P.E. Exam Requirements, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: P.E. Exam Requirements, desi . kiss
• RE: Grade @ Anchor Bolts, Scott E Maxwell
• RE: Laterally Loaded Pier Foundations, John MacLean
• SEAOSC FEMA 350 comments, Tom . Hunt
• Re: Laterally Loaded Pier Foundations, Bill Polhemus
• RE: Laterally Loaded Pier Foundations, David Bejan Tehranchi

Wed Aug 23 15:50:17 GMT 2000

• FW: Eccentric Beam To Column Connection, Canitz, Charles F NAB02
• Re: Laterally Loaded Pier Foundations, John MacLean
• Re: RE: Load Combinations for ASD 9th, Rhkratzse
• H -1B impact to SE's?, Rbengrguy
• RE: RE: Load Combinations for ASD 9th, Bill Allen
• RE: P.E. Exam Requirements / CA PE stamp rules, Keith Fix
• Re: PE exam, cmendoza
• RE: Investigation of wood decay in glulams, scottk
• Re: seaint Digest for 20 Aug 2000, Ron O. Hamburger
• Investigation of wood decay in glulams, TB
• Re: The Patriot, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Local Area Network, Sunil Gupta
• Re: Local Area Network, Barry H. Welliver
• Re: PE exam, Scott E Maxwell
• Re: Laterally Loaded Pier Foundations, Javier Encinas
• Re: AISC 9th edition - eq K1-6, Ken Peoples
• ACI318-99 load combination question, Zachary Goswick
• footing tie beams, Alex Nacionales
• Re: Local Area Network, Lynn H
• Re: AISC 9th edition - eq K1-6, Paul Feather
• RE: PE exam, Paul Crocker

Thu Aug 24 00:48:17 GMT 2000

• Re: The Patriot, capitalino
• Re: Local Area Network, Bill Polhemus
• Re: The Patriot, Bill Polhemus
• RE: ACI318-99 load combination question, Lutz,James
• Re: Local Area Network, Barry H. Welliver
• The Patriot, Bakerhall1
• Through-Building Expansion Joints, Teresa Dellies
• Re: Local Area Network, hans boge
• RE:Patriot, ECVAl3
• Weld Passivation, Kipke, Richard
• RE: Through-Building Expansion Joints, Rex Donahey
• Re: The Patriot, Bill Polhemus
• Re: AISC 9th edition - eq K1-6, John Riley
• Re: The Patriot, Christopher Wright
• Re: AISC 9th edition - eq K1-6, Nels Roselund
• Re: Effects of Transient and Cyclic Loads on Structural Elements, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Laterally Loaded Pier Foundations, PEC - Lake City
• RE: Investigation of wood decay in glulams, Lutz,James
• Eccentric Beam To Column Connection, Canitz, Charles F NAB02
• RE: AISC 9th edition - eq K1-6, Kipke, Richard
• Re: Local Area Network, Bill Polhemus
• Re: AISC 9th edition - eq K1-6, Randy Diviney
• RE: Patriot, Robert Rollo
• Re: Local Area Network, Lynn
• RE: The Patriot, Gerard Madden
• Re: The Patriot, Waldemar Quiles
• RE: Effects of Transient and Cyclic Loads on Structural Elements, Cain, William
• RE: Patriot - Mel Gibson facts, John T. Whitty
• RE: Patriot - Mel Gibson facts, Teresa Dellies
• Re: Local Area Network, Lynn H
• RE: Patriot - Mel Gibson facts, David Bejan Tehranchi
• RE: Patriot - Mel Gibson facts, Abe Knapp
• RE: ACI318-99 load combination question, Michael Bryson
• RE: The Patriot, Gerard Madden
• RE: ACI318-99 load combination question, Acie Chance
• Local Area Network, Sunil Gupta
• Large Sheet Piling, PEC - Lake City
• RE: PE exam, Teresa Dellies

Fri Aug 25 01:25:44 GMT 2000

• Re: Large Sheet Piling, Kent LaRose
• Pushover curve, GORTAIRE ERAZO PAUL ALFONSO
• Re: The Patriot and some wood framing., hans boge
• Re: Water hammer, RajSTC
• Re: Local Area Network, Bill Polhemus
• Re: STRUCTURAL ANALYSIS SOFTWARE, Bill Polhemus
• Re: Water hammer, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Water hammer, JCohen
• RE: Water hammer, Lutz,James
• Re: Notso Whitty Patriot - Mel Gibson facts, Keith De Lapp
• STRUCTURAL ANALYSIS SOFTWARE, Lisa Cannon
• RE: Large Sheet Piling, Lutz,James
• International Recruiter (Also H1B), hari achar
• Effects of Transient and Cyclic Loads on Structural Elements, Nels Roselund
• RE: Updating our structural library, Khosrownia, Ghassem SPK
• RE: Updating our structural library, Charlie Carter
• Re: str'l dynamics and earthquake eng'g books, Paul Feather
• Re: str'l dynamics and earthquake eng'g books, javed afsar

Sat Aug 26 00:48:36 GMT 2000

• ROBOT MILLENNIUM SOFTWARE, desi . kiss
• RE: ROBOT MILLENNIUM SOFTWARE, Eduardo Lopez
• Re: str'l dynamics and earthquake eng'g books, RajSTC
• Anchor Bolts, E.B.Davison, P.Eng.
• RE: Updating our structural library, Scott E Maxwell
• Re: Anchor Bolts Revisited, PEC - Lake City
• Sealing Prelim drawings, David Hall
• Re: Anchor Bolts Revisited, Scott E Maxwell
• Re: Local Area Network, Lynn H
• RE: CAL STATE LA. COURSES, Bill Allen
• Re: Laterally Loaded Pier Foundations, Javier Encinas
• RE: PE exam, Scott E Maxwell
• Re: Notso Whitty Patriot - Mel Gibson facts, Bill Polhemus
• Re: Notso Whitty Patriot - Mel Gibson facts, frp 2000
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Bill Allen
• Masonry Shear Pier Design - Balanced Strain Condition, Bill Allen
• Re: Notso Whitty Patriot - Mel Gibson facts, John MacLean
• RE: CAL STATE LA. COURSES, Charlie Carter
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Rogers, Robert
• Updating our structural library, Khosrownia, Ghassem SPK
• str'l dynamics and earthquake eng'g books, Juderick Pascual
• Re: Updating our structural library, Bill Polhemus
• Re: Patriot - Mel Gibson facts, Bill Polhemus
• RE: ACI318-99 load combination question, Sherman, William
• RE: Patriot - Mel Gibson facts - novels - movie stars, Ritter, Mike
• RE: str'l dynamics and earthquake eng'g books, Adair, Joel
• Re: Water hammer, Christopher Wright
• RE: Large Sheet Piling, Bart Needham
• CAL STATE LA. COURSES, Gutierrez, Alice
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Lutz, James
• Re: Masonry Shear Pier Design - Balanced Strain Condition, Mark D. Anderson PE
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Bill Allen
• RE: Anchor Bolts Revisited, Charlie Carter
• RE: Anchor Bolts, Bill Allen
• Re: Local Area Network, Lynn
• RE: Local Area Network, Mark Gilligan
• Re: Local Area Network, Bill Polhemus
• RE: ACI318-99 load combination question, Lutz,James
• Re: Anchor Bolts Revisited, fturner
• access office computer from home, Lynn H
• RE: Updating our structural library, Ritter, Mike
• Re: str'l dynamics and earthquake eng'g books, cmendoza
• Re: Notso Whitty Patriot - Mel Gibson facts, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
• Anchor Bolts Revisited, PEC - Lake City
• RE: Pushover curve, Mike Valley
• Re: Notso Whitty Patriot - Mel Gibson facts, Neil Moore
• access office computer from home, Ken Peoples
• Re: The Patriot, Swingle, Mark
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Bill Allen
• FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
• Re: ROBOT MILLENNIUM SOFTWARE, Bill Polhemus
• RE: CAL STATE LA. COURSES, Bill Allen
• RE: Anchor Bolts Revisited, Panos Trochalakis
• RE: Masonry Shear Pier Design - Balanced, Roger Turk
• FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
• RE: Local Area Network, Mark E. Deardorff
• RE: Masonry Shear Pier Design - Balanced, Bill Allen
• Re: Effects of Transient and Cyclic Loads on Structural Elements, Nels Roselund
• Re: Sealing Prelim drawings, Nels Roselund
• RE: Masonry Shear Pier Design - Balanced Strain Condition, Bill Allen
• RE: Updating our structural library, Lutz,James
• Re: access office computer from home, John Schenne
• Precast concrete details on seismic hazardous areas, oaiffil

Sun Aug 27 17:01:35 GMT 2000

• Re: Sealing Prelim drawings, David Hall
• Re: seaint Digest for 26 Aug 2000, Ron O. Hamburger

Mon Aug 28 02:06:47 GMT 2000

• Re: Notso Whitty Patriot - Mel Gibson facts, sikander abulkhair
• Re: The Patriot, vedgers mailbox
• Re: The Patriot, frp 2000
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Jones, Mark A (Battle Creek)
• RE: Unwanted posts, etc., Jones, Mark A (Battle Creek)
• Joist Girder Moment Frames, Michael Zaitz
• RE: Unwanted posts, etc., sharonb
• Re: ROBOT MILLENNIUM SOFTWARE, desi . kiss
• RE: Joist Girder Moment Frames, Brian K. Smith
• LOTS of new seminars listed at ICBOLABC, Becker, Rick
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Bill Allen
• Cofar Metal Deck, Brad Friederichs
• wall shear in ACI 318-83, Tomas Matta
• Re: ROBOT MILLENNIUM SOFTWARE, David Handy
• MEZANNINE FLOOR VIBRATION, Vinod Sahni
• MEZZANINE FLOOR VIBRATION, Vinod Sahni
• RE: access office computer from home, Jones, Mark A (Battle Creek)
• Re: MEZANNINE FLOOR VIBRATION, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Re: Masonry Shear Pier Design - Balanced Strain Condition, Pat Ebner
• Re: Joist Girder Moment Frames, Javier Encinas
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Scott, William N.
• Flowable Backfill, Ed Fasula
• Re: Flowable Backfill, David Hall
• fire station doors, Russell Berkowitz
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Scott E Maxwell
• RE: Joist Girder Moment Frames, Brian K. Smith

Tue Aug 29 00:17:21 GMT 2000

• REF: Flowable Backfill, Vinod Sahni
• Re: Flowable Backfill, sscholl2
• RE: Flowable Backfill, Lutz, James
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Bill Allen
• Engingeering vacation spots, Doug McCurdy
• Re: Flowable Backfill, L. Thomas Bayne
• RE: Engingeering vacation spots, Bob Shaw
• REF: Flowable Backfill, Vinod Sahni
• Re: Engingeering vacation spots, Lynn H
• RE: LRFD classes WAS: CAL STATE LA. COURSES, Christopher Wright
• Re:RE: Engingeering vacation spots, TBenson
• Re: Engingeering vacation spots, RDAHLMANN
• Re: mezzanine floor vibration, merrick group
• RE: access office computer from home, Scott E Maxwell
• Re: Flowable Backfill, PEC - Lake City
• Post-Installed Anchors in "Cracked Concrete", Kent Carlson
• RE: Engingeering vacation spots, Dr. Ravi Sinha
• Fwd: fire station doors, Rlfong
• Re: Flowable Backfill, frp 2000
• RE: Engingeering vacation spots, Connor, John A NWK
• Re: Engingeering vacation spots, Joseph R. Grill
• re: Engingeering vacation spots, Arvind K. Bisarya
• RE: Flowable Backfill, George Muste
• RE: Engingeering vacation spots, David Bejan Tehranchi
• Subject: Engineering vacation spots, Craig Hawe
• Re: MEZANNINE FLOOR VIBRATION, DAVE HUNT
• Re: Engingeering vacation spots, Johnny Drozdek
• FW: Large Sheet Piling, Charlie Carter
• Re: Joist Girder Moment Frames, Bill Polhemus
• Engineering vacation spots, Richard & audra
• Re: Engingeering vacation spots, Greg Smith
• Re: Engingeering vacation spots, Paul Feather
• RE: fire station doors, Cain, William
• RE: Engingeering vacation spots, Fieberling, Eric
• Post-Installed Anchors in "Cracked Concrete" - Additional Information, Kent Carlson
• pile replacement, Kent LaRose
• Re: Engingeering vacation spots, Johnny Drozdek
• Re: Engingeering vacation spots, Mark D. Baker
• Landslide Barriers, Ron Roberts
• RE: Engineering vacation spots, Bart Needham
• Engineers on vacation, Bart Kemper
• RE: Engineering vacation spots, Acie Chance
• RE: Engineering vacation spots, Novak, Dan
• Re: Engingeering vacation spots, Fountain Conner
• Magnetite Storage Retaining Wall, Craig Hawe
• Re: pile replacement, PEC - Lake City
• comm#780--Wood Framing, Michael Hemstad
• Re: Engineering vacation spots, Mark D. Baker
• Re: Engingeering vacation spots, Joseph R. Grill
• RE: Engingeering vacation spots, sharonb
• Tilt-Up Seminar, HBAP
• RE: Magnetite Storage Retaining Wall, Pat Symons
• Re: Engineering vacation spots, Bart Kemper
• RE: Flowable Fill, Caldwell, Stan

Wed Aug 30 00:05:16 GMT 2000

• Re: fire station doors, Sunil Gupta
• Re: Joist Girder Moment Frames, Fountain Conner
• Seismic Mechanical Restraints, Michael Bryson
• Fork Truck Loading, Bill Polhemus
• RE: Engineers on vacation, Paul Crocker
• Re: Engingeering vacation spots, Rhkratzse
• Re: Subject: Engineering vacation spots, Rhkratzse
• RE: Engingeering vacation spots - Foothill and No Hands Bridges, Neil Moore
• RE: Subject: Engineering vacation spots, Bill Allen
• RE: Engineering vacation spots, David Bejan Tehranchi
• RE: Engineers on vacation, Caldwell, Stan
• Engineers on vacation, Roger Turk
• Re: Engingeering vacation spots, Paul Feather
• Re: Seismic Mechanical Restraints, sscholl2
• Re: Engineers on vacation, John Riley
• Re: Seismic Mechanical Restraints, John Riley
• Seismic Mechanical Restraints, Mark Gilligan
• RE: Seismic Mechanical Restraints, Gerard Madden
• Re:Landslide Barriers, TBenson
• Engingeering vacation spots, KRALIK Georg -NUCLEAR
• Re: Engineers on vacation, Fountain Conner
• RE: Engingeering vacation spots - Foothill and No Hands Bridges, sharonb
• RE: Engingeering vacation spots, sharonb
• RE: Engingeering vacation spots - Foothill and No Hands Bridges, Bill Allen
• Re: Subject: Engineering vacation spots, Paul Feather
• Re: Seismic Mechanical Restraints, Nels Roselund
• Re: Seismic Mechanical Restraints, Christopher Wright
• Another GLB finger joint/tension perp. g, Roger Turk
• Re: Magnetite Storage Retaining Wall, RajSTC
• Re: Another GLB finger joint/tension perp. g, Bruce Pooley
• RE: Subject: Engineering vacation spots, Bill Allen
• Re: Seismic Mechanical Restraints, Peter McCormack
• Auger Cast Piles, Tom . Hunt
• Burning PT wood, Kipp . A . Martin
• curtainwall connections, Panos Trochalakis
• RE: Seismic Mechanical Restraints, Sid Danandeh
• Re: Auger Cast Piles, L. Thomas Bayne
• MEs and CEs, Caldwell, Stan
• SBCCI Building Code 1994, Bill Polhemus
• Re: Seismic Mechanical Restraints, Scott E Maxwell
• Washington state SE registration, Khosrownia, Ghassem SPK
• RE: Auger Cast Piles, Brent Koch

Thu Aug 31 00:15:04 GMT 2000

• RE: Auger Cast Piles, George Richards, P.E.
• RE: Washington state SE registration, Paul Crocker
• Re: Washington state SE registration, David Hall
• ASCE News Structural Community......, Peter Lam
• RE: Auger Cast Piles, Bart Needham
• RE: Auger Cast Piles, George Richards, P.E.
• Turbo C Program (estimates), Andresito Boiser
• Re: Engineering vacations, Dave Barrett
• Re: SBCCI Building Code 1994, Scott E Maxwell
• Re: Engineering vacations, Scott E Maxwell
• Re: Burning PT wood, Bob Kazanjy
• RE: Seismic Mechanical Restraints, Bill Allen
• Tilt-up Wall connections, Kipp . A . Martin
• Re: Burning PT wood, John Schenne
• Auger Cast Piles, John Riley
• Re: Burning PT wood, John Rose
• RE: Auger Cast Piles, Ed Marshall
• RE: Auger Cast Piles, Scott E Maxwell
• Slab-On-Grade Vapor Barrier (One More Time), Bill Polhemus
• RE: Auger Cast Piles, Ed Marshall
• Re: Turbo C Program (estimates), Bill Polhemus
• RE: Burning PT wood, Charlie Carter
• Re: Engingeering vacation spots, Kipp . A . Martin
• Engineering vacation spots, ECVAl3
• Need SBCCI 1997 Wind Loads, Bill Polhemus
• RE: SBCCI Building Code 1994, Ron Hill
• Re: Stucco Hail Damage - Arizona, c2
• Re: Engineering vacations, Fountain Conner
• RE: SBCCI Building Code 1994, Brian K. Smith
• Re: SBCCI Building Code 1994, Pat Ebner
• Tilt-up Wall connections, Jyouru_Lyang
• AISI 1040 & 1045, Chanel1096
• Re: Stucco Hail Damage - Arizona, Samir Ghosn
• RE: Tilt-up Wall connections, George Muste

Fri Sep 01 00:09:09 GMT 2000

• Tilt-up seminar correction, HBAP
• Re: concrete bleed water/brick permeability, Nels Roselund
• Turbo C Program (estimates), Roger Turk
• Re: Engineering vacation spots, Christopher Wright
• RE: Slab-On-Grade Vapor Barrier (One More Time), Mark Gilligan
• SEAOSD September Newsletter, Mark E. Deardorff
• Rigid vs. Flexible Diaphragm, Bill Polhemus
• Re: AISI 1040 & 1045, Robert Kazanjy
• RE: Turbo C Program (estimates), Andresito Boiser
• Re: Engineering Vacation Spots, Daniel A. Estabrooks
• Fwd[2]:YOUR HELP IS NEEDED!, TBenson
• Detailing Help Needed, RajSTC
• Re: Seismic Mechanical Restraints, Bart Kemper
• Shop Drawing Review - Req'd Of SEOR In Texas? Elsewhere?, Bill Polhemus
• RE: Engineering Vacations, Jones, Mark A (Battle Creek)
• Job Listings, Nicholas Blackburn
• Re: Rigid vs. Flexible Diaphragm, Scott E Maxwell
• Re: SBCCI Building Code 1994, Scott E Maxwell
• Re: Magnetite Storage Retaining Wall, RajSTC
• RE: Need SBCCI 1997 Wind Loads, Brian K. Smith
• Auger Cast Piles, desi . kiss
• RE: Slab-On-Grade Vapor Barrier (One More Time), Scott E Maxwell
• Re: Stucco Hail Damage - Arizona, Roger Turk
• RE: Engineering Vacations, Jones, Mark A (Battle Creek)
• RE: Slab-On-Grade Vapor Barrier (One More Time), Caldwell, Stan
• Re: Burning PT wood, hans boge
• RE: Auger Cast Piles, James Hagensen
• CRSI Handbook vs. ACI-SP 17, Wael Shabana
• RE: Turbo C Program (estimates), JULIO LOPEZ DE MESA
• [no subject], KRALIK Georg -NUCLEAR
• Re: Stucco Hail Damage - Arizona, Roger Turk
• RE:, Ed Greig
• RE: SBCCI Building Code 1994, Scott E Maxwell
• Re: Detailing Help Needed, Hans
• Re: Web Link For The Link, Dave Barrett
• Re: Stucco Hail Damage - Arizona, Patrick Rodgers
• RE: Stucco Hail Damage - Arizona, sharonb
• RE: AISI 1040 & 1045, Rex Donahey
• Re: Stucco Hail Damage - Arizona, Michael Bryson
• RE: Auger Cast Piles, George Richards, P.E.
• RE: Auger Cast Piles, Sprague, Harold O.
• Designing Steel Connections - What Is Required On Drawings?, Bill Polhemus
• "Special" K-Joist vs. KCS Joist, Bill Polhemus
• Re: Designing Steel Connections - What Is Required On Drawings?, Rick . Drake
• Re: ASCE News Structural Community......, Fountain Conner
• Near future of Steel Moment Frames, Kim Robinson
• RE: "Special" K-Joist vs. KCS Joist, Roger Davis
• RE: Designing Steel Connections - What Is Required On Drawings?, Sprague, Harold O.
• RE: Slab-On-Grade Vapor Barrier (Scott), Dave Adams
• Wood frame, Bob Hanson
• RE: ASCE News Structural Community......, Mike Valley
• RE: Auger Cast Piles, Tom . Hunt

Sat Sep 02 00:10:11 GMT 2000

• Re: "Special" K-Joist vs. KCS Joist, Teresa Dellies
• Re: Tilt-up Wall connections, David Hall
• RE: ASCE News Structural Community......, Christopher Wright
• Re: Turbo C Program (estimates), Alex Nacionales
• Re: Slabs On Grade, Michael Bryson
• RE: Auger Cast Piles, Teresa Dellies
• Re: Rigid vs. Flexible Diaphragm, CarlS95
• RE: "Special" K-Joist vs. KCS Joist, Brian K. Smith
• RE: Stucco Hail Damage - Arizona, sharonb
• Re: Engineering vacations, Jason Emoto
• RE: Turbo C Program (estimates), Cain, William
• Source for Manhole Type Covers w/ HS20-44 Rating, Ed Fasula
• RE: Auger Cast Piles, James Hagensen
• Re: "Special" K-Joist vs. KCS Joist, Jim Kestner
• Engineering Vacations, eh?, Steven Mallett
• comm#780--Crane Beams, Michael Hemstad
• Re: Engineering vacations, Doug McCurdy
• Re: Engineering vacations, Richard & audra
• concrete bleed water/brick permeability, Jason Emoto
• Re: Auger Cast Piles, Jim Kestner
• Stucco Hail Damage - Arizona, Roger Turk
• Re: Tilt-up Wall connections, hans boge
• RE: Near future of Steel Moment Frames, Charlie Carter
• RE: Engineering Vacations, Christopher Wright
• Re: comm#780--Crane Beams, Christopher Wright
• Engineer vacations, Richard & audra
• Re: No Subject, Rhkratzse
• Modeling Diaphragms, Bill Polhemus
• Re: Engineering vacations, Greg Smith

Sun Sep 03 00:26:12 GMT 2000

• RE: Engineering vacations, sharonb
• RE: Stucco Hail Damage - Arizona, sharonb
• Re: access office computer from home, dennis pantazis
• Re: Engineering vacation spots, Rlfong
• Re: Deep Column Moment Frames, Ron O. Hamburger

Mon Sep 04 19:24:43 GMT 2000

• Composite Floor Slab - Construction Joints, Bobby Jenkins
• Re: Auger Cast Piles, PEC - Lake City

Tue Sep 05 04:23:06 GMT 2000

• Composite Floor Slab - Construction Joints, Mark Gilligan
• Re: Auger Cast Piles, Hasan Hindawi
• Structural CFRP Laminates, frp 2000
• It's the U.S.A. Inc., Ali J.Young/ZS Shanghai Sales
• RE: "Special" K-Joist vs. KCS Joist, Matthew Stuart
• RE: "Special" K-Joist vs. KCS Joist, Brian K. Smith
• Re: Special joist vs. KCS Joist, Kipp . A . Martin
• RE: Designing Steel Connections - What Is Required On Drawings?, Sherman, William
• RE: Slabs On Grade, Sprague, Harold O.
• RE: Underpinning, Gerard Madden
• Underpinning, Zachary Goswick
• RE: Source for Manhole Type Covers w/ HS20-44 Rating, Horstman, William
• RE: Auger Cast Piles, Sprague, Harold O.
• RE: Source for Manhole Type Covers w/ HS20-44 Rating, Pat Symons
• RE: CRSI Handbook vs. ACI-SP 17, Mark E. Deardorff
• Re: Underpinning, Jim Kestner
• Re: Underpinning, John Schenne
• Modeling Cable Behavior in SAP2000, José Velásquez
• RE: Modeling Cable Behavior in SAP2000, Eduardo Lopez

Wed Sep 06 00:05:48 GMT 2000

• RE: Modeling Cable Behavior in SAP2000, Ed . Haninger
• Forensic Engineering September Dinner Meeting, gberghouse
• Re: Modeling Cable Behavior in SAP2000, Fariborz Tehrani
• Re: Rigid vs. Flexible Diaphragm, Richard Flower
• RE: Rigid vs. Flexible Diaphragm, Bill Allen
• Re: It's the U.S.A. Inc., Stevenson Lim
• Seismic Design in Guatemala, richard lewis
• Re: Seismic Design in Guatemala, sscholl2
• RE:Modeling Cable Behavior in SAP2000, Jones, Mark A (Battle Creek)
• Modeling of Cable stays, José Velásquez
• Underpinning, Hartzell, Frank
• Re: Seismic Design in Guatemala, Nels Roselund
• Caltrans Standard Plan in English system, Lao, Larry
• Re: Caltrans Standard Plan in English system, Charley Hamilton
• Ductility for Curvature, GORTAIRE ERAZO PAUL ALFONSO
• Re: Joist Girder Moment Frames, Keith Fix
• Modeling Diaphragms, Bill Polhemus
• RE: Caltrans Standard Plan in English system, Fredericks, Douglas/SAC
• Re: Caltrans Standard Plan in English system, Fariborz Tehrani
• Re: Caltrans Standard Plan in English system, Bill Polhemus
• Re: Caltrans Standard Plan in English system, Paul_Reilly
• Joist Selection Spreadsheet, Bill Polhemus
• Seismic forces from industrial equipment, RajSTC
• Re: Caltrans Standard Plan in English system, Charley Hamilton
• Re: Seismic forces from industrial equipment, frp 2000
• Re: Caltrans Standard Plan in English system, sscholl2
• RE: Seismic forces from industrial equipment, Bob Hanson
• Microsoft Fortran Powerstation 1, Walter Sheen Paoli

Thu Sep 07 00:30:06 GMT 2000

• RE: Seismic forces from industrial equipment, Sprague, Harold O.
• Re: Seismic forces from industrial equipment, Rick . Drake
• Re: Microsoft Fortran Powerstation 1, Charley Hamilton
• RE: Caltrans Standard Plan in English system, Alfonso S Quilala
• Re: Engineering logic, c2
• RE: Microsoft Fortran Powerstation 1, Mark E. Deardorff
• Re: Caltrans Standard Plan in English system, sscholl2
• Re: Engineering logic, SDGSE
• RE: Trusjoist customers., GEOHAK
• Re: Seismic forces from industrial equipment, RajSTC
• Re: Caltrans Standard Plan in English system, Kent LaRose
• FWD:RE: Modeling Cable Behavior in SAP2000, José Velásquez
• Re: Caltrans Standard Plan in English system, Charley Hamilton
• RE: Caltrans Standard Plan in English system, Paul Crocker
• RE: Caltrans Standard Plan in English system, Paul Crocker
• RE: Caltrans Standard Plan in English system, Sprague, Harold O.
• Re: Caltrans Standard Plan in English system, Charley Hamilton
• Warped Roof Joists, Adair, Joel
• RE: Washington state SE registration, Keith Fix
• RE: Warped Roof Joists, Khosrownia, Ghassem SPK
• Column splices, BILL PULYER
• RE: Washington state SE registration, Paul Crocker
• Re: Engineering logic, c2
• RE: Warped Roof Joists, Cain, William
• RE: Washington state SE registration, Scott E Maxwell
• Drafter and Engineer Needed!, Parkerres
• RE: Drafter and Engineer Needed!, Mark Trimble
• FW: Ductility for Curvature, T. Eric Gillham PE

Fri Sep 08 00:08:18 GMT 2000

• RE: Microsoft Fortran Powerstation 1, Aswin Rangaswamy
• RE: Microsoft Fortran Powerstation 1, Walter Sheen Paoli
• Re: ASCE News Structural Community......, Keith Fix
• Re: Washington state SE registration, Wael Shabana
• Re: Washington state SE registration, Scott E Maxwell
• prestressed concrete, david adie
• Re: ASCE News Structural Community......, Scott E Maxwell
• Costco Structures, Khosrownia, Ghassem SPK
• RE: Costco Structures, Charlie Carter
• RE: prestressed concrete, Paul Crocker
• CONE fAILURE, Francisco Duarte
• RE: CONE fAILURE, Francisco Duarte
• RE: CONE FAILURE, Adair, Joel
• RE: CONE fAILURE, Sprague, Harold O.
• Re: CONE fAILURE, RajSTC
• RE: prestressed concrete, Brent Koch
• Re: Modeling Cable Behavior in SAP2000, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• RE: CONE FAILURE, desi . kiss
• Re: Engineering logic, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Free Conference Registration!!, Majid Sarraf
• Re: prestressed concrete, Paul Feather
• Re: CONE fAILURE, Bill Polhemus
• Re: Engineering logic, frp 2000
• omega level forces, Mark Pemberton
• Re: Costco Structures, Scott E Maxwell
• Re: prestressed concrete, Scott E Maxwell
• Re: Engineering logic, SDGSE

Sat Sep 09 01:32:20 GMT 2000

• Re: Costco Structures, sikander abulkhair
• Slump Rule of Thumb, richard lewis
• RE: Engineering logic, Joseph R. Grill, PE
• Re: prestressed concrete, sscholl2
• Loads for tipping floor push walls, Chic Gilligan
• RE: omega level forces, Mark Gilligan
• SI vs US units, Syed A Masroor
• Re: ASCE News Structural Community......, Greg Smith
• Re: Loads for tipping floor push walls, Christopher Wright
• Re: seaint Digest for 8 Sep 2000, Ron O. Hamburger
• autocadd and engineer needed ASAP, GRileyPE

Sun Sep 10 00:01:15 GMT 2000

• executive search ads, GRileyPE
• Re: autocadd and engineer needed ASAP, Paul Ransom
• Metal Building Engineers & Techs Req'd, Paul Ransom
• Re: Slump Rule of Thumb, Dave Walter

Mon Sep 11 01:24:30 GMT 2000

• "Anthony Power Beam", Bill Polhemus
• Anthony Power Beam - NEVER MIND!!!, Bill Polhemus
• Re: Cone Failure, John MacLean
• Suggested Details - HSS Column Embedded in Concrete Masonry, Bill Polhemus
• Re: ASCE News Structural Community......, Scott E Maxwell
• Re: Suggested Details - HSS Column Embedded in Concrete Masonry, sscholl2
• Re: Modeling of Cable stays, Enny Chen
• Re: Suggested Details - HSS Column Embedded in Concrete Masonry, Bill Polhemus
• RE: prestressed concrete, oaiffil
• Loads for tipping floor push walls, Steven Mallett
• RE: CONE fAILURE, Brian K. Smith
• RE: Suggested Details - HSS Column Embedded in Concrete Masonry, Sprague, Harold O.
• omega level forces, Casano, Karen
• questions!, kyonten
• RE: Costco Structures, Khosrownia, Ghassem SPK
• RE: executive search ads, Nicholas Blackburn
• RE: "Anthony Power Beam", Cain, William
• Re: Slump Rule of Thumb, Walter Sheen Paoli
• Re: Modeling of Cable stays, frp 2000
• RE: questions!, Paul Crocker
• Navy Structural Document Source, Ed Fasula
• RE: Navy Structural Document Source, Khosrownia, Ghassem SPK
• RE: "Anthony Power Beam", Peter McCormack
• Orange County Dinner Meeting, David Pomerleau
• Re: Navy Structural Document Source, Bill Polhemus
• Shah Family Innovation Prize, Marjorie Greene
• Re: Navy Structural Document Source, Kirk Haverland
• Re: Navy Structural Document Source, Teresa Dellies
• RE: questions!, Eber Ramirez
• Re: "Anthony Power Beam", Greg Smith
• RE: Navy Structural Document Source, Sprague, Harold O.
• Re: questions!, raquel mendez
• Structural Engineering Opening, Sunil Gupta
• Re: Lighten up, SDGSE
• Re: Lighten up, Bill Polhemus
• Design of Foundations for Vibration, Michael Zaitz
• RE: Navy Structural Document Source, Scott E Maxwell
• HP CD Writer Plus 8250i, EDLStruct
• [Fwd: Re: Lighten up], Bart Kemper, P.E. (http://www.bigdogz.com/bart)

Tue Sep 12 00:49:14 GMT 2000

• RE: Navy Structural Document Source, Roger Turk
• Re: [Fwd: Re: Lighten up], Bill Polhemus
• Re: Re: Lighten up], Paul Feather
• Re: questions!, sscholl2
• Re: Orange County Dinner Meeting, Michael Bryson
• Re: prestressed concrete, sscholl2
• question about sap2000, mahmut ucmaz
• question, mahmut ucmaz
• question, mahmut ucmaz
• Re: Model Codes (was Navy Structural Document Source), Swingle, Mark
• Proposed Standard of Care, Sherman, William
• Re: Model Codes (was Navy Structural Document Source), Bill Polhemus
• Re: Model Codes (was Navy Structural Document Source), Fountain Conner
• RE: question about sap2000, Khosrownia, Ghassem SPK
• RE: Re: Lighten up], Cain, William
• Concrete mix for placement in water, Paul Feather
• RE: questions!, Matthew Stuart
• Re: Concrete mix for placement in water, Michael Bryson
• RE: Navy Structural Document Source, Sprague, Harold O.
• RE: Concrete mix for placement in water, Matthew Stuart
• RE: Concrete mix for placement in water, Cain, William
• RE: Concrete mix for placement in water, Sprague, Harold O.
• RE: Concrete mix for placement in water, George Muste
• SCBF connections, Mark Pemberton

Wed Sep 13 04:50:54 GMT 2000

• Concrete mix for placement in water, Mark Gilligan
• Re: Model Codes (was Navy Structural Document Source), Swingle, Mark
• Re: SCBF, Ron O. Hamburger
• Concrete mix for placement in water, Peter Higgins
• Re: Model Codes (was Navy Structural Document Source), Peter Higgins
• FEMA/SAC Guidelines Available, Ron O. Hamburger
• Steel Tanks and API-650, Neil Moore
• RE: Steel Tanks and API-650, Scott, William N.
• attn: steel detailers, david adie
• Re: Steel Tanks and API-650, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
• Design Practice Aids for Assigning Responsibilities, fturner
• Knowing the Owner Won't Follow Recommendations, Ed Fasula
• Re: Knowing the Owner Won't Follow Recommendations, JCohen
• Re: Knowing the Owner Won't Follow Recommendations, Greg Smith
• SOFTWARE: Recommendations for Masonry Design Software Requested, Bill Polhemus
• RE: SOFTWARE: Recommendations for Masonry Design Software Request ed, Khosrownia, Ghassem SPK
• Re: Knowing the Owner Won't Follow Recommendations, Bart Kemper
• RE: SOFTWARE: Recommendations for Masonry Design Software Requested, Bill Allen
• RE: SOFTWARE: Recommendations for Masonry Design Software Request ed, Caldwell, Stan
• Re: SOFTWARE: Recommendations for Masonry Design Software Requested, Jim Kestner
• Re: Knowing the Owner Won't Follow Recommendations, Samir Ghosn

Thu Sep 14 01:50:02 GMT 2000

• Re: Design of Foundations for Vibration, Kim young ki
• Malibu, Mark Baker
• Concrete form work, Ptlmikeda
• Concrete form work, Roger Turk
• Billboard post depth, Bart Kemper
• Re: SOFTWARE: Recommendations for Masonry Design Software Requested, frp 2000
• RE: Concrete form work, David Bejan Tehranchi
• RE: Design of Foundations for Vibration, oswaldo aiffil
• Masonry Bond beams at 4'-0" o.c., Randy Diviney
• RE: Masonry Bond beams at 4'-0" o.c., Adair, Joel
• Re: Concrete form work, W. Gray Hodge
• Re: Masonry Bond beams at 4'-0" o.c., Scott E Maxwell
• Fiberglass Guardrails systems, Glauco
• RE: Concrete form work, Mark Gilligan
• RE: Masonry Bond beams at 4'-0" o.c., Sherman, William
• Re: SOFTWARE: Recommendations for Masonry Design Software Requested, Larry Hauer
• RE: Masonry Bond beams at 4'-0" o.c., Sprague, Harold O.
• Vibration Isolators for Bins, Jones, Mark A (Battle Creek)
• How do you fake glulam?, Kipp . A . Martin
• RE: Concrete form work, Sprague, Harold O.
• RE: Billboard post depth, Lutz, James
• RE: SOFTWARE: Recommendations for Masonry Design Software Requested, Brian K. Smith
• RE: How do you fake glulam?, Paul Crocker
• FW: Vibration Isolators for Bins, Ron Hill
• Tall poles, Neil Moore
• RE: How do you fake glulam?, Sprague, Harold O.
• Re: Concrete form work, c2
• RE: Malibu, Becker, Rick
• RE: Concrete form work, Rex Donahey
• RE: How do you fake glulam?, Peter McCormack
• Re: Washington state SE registration, Keith Fix
• Re: questions!, Keith Fix
• RE: How do you fake glulam?, Fredericks, Douglas/SAC
• Re: Masonry Bond beams at 4'-0" o.c., Bill Polhemus
• RE: City Taxes in the State of California, George Richards, P.E.
• RE: SOFTWARE: Recommendations for Masonry Design Software Requested, Joseph Harouni
• Plan Check Engineer position in San Jose, CA, Yousefi, Ben
• Office floor LL, Mark D. Baker
• RE: How do you fake glulam?, Roger Turk

Fri Sep 15 00:13:03 GMT 2000

• Re: Billboard post depth, Nels Roselund
• RE: Office floor LL, James Allen
• RE: Office floor LL, Benson,Ralph
• Re: SCBF, James Adams
• RE: Office floor LL, Cain, William
• Re: Office floor LL, Domenic DeAngelo
• Re: Office floor LL, Bill Polhemus
• RE: Office Floor LL, ECVAl3
• Structural Software, Silvestre Berso
• Re: questions!, Bill Polhemus
• Re: Washington state SE registration, Scott E Maxwell
• Re: Office floor LL, Scott E Maxwell
• ETABS Version 7.0, Gina Gobo
• Re: questions!, Roger Turk
• Shear Walls, DESMOND POMPEY
• Re: Suggested Details - HSS Column Embedded in Concrete Masonry, Keith Fix
• Re: How do you fake glulam?, Samir Ghosn
• RE: How do you fake glulam?, George Richards, P.E.
• RE: Office floor LL, Lutz, James
• Re: How do you fake glulam?, Drew Morris
• Re: Knowing the Owner Won't Follow Recommendations, Syed A Masroor
• Re: Structural Software, Alex Nacionales
• RE: Office floor LL, Roger Davis
• Re: How do you fake glulam?, Nels Roselund
• Re: Knowing the Owner Won't Follow Recommendations, Christopher Wright
• RE: Shear Walls, Eduardo Lopez
• re: Structural Software, nicolas
• Truck Axle Loads, James F Fulton
• Bar Joists, Todd Hill
• RE: Bar Joists, Khosrownia, Ghassem SPK
• Handrails, Michael Krakower
• RE: How do you fake glulam?, Armijo, John J (PWCSD 184)
• RE: Bar Joists, Adair, Joel
• Welding galvanized steel, Al Greene
• Re: Bar Joists, c2
• Bar Joists, Roger Turk
• Tapered members, Adair, Joel
• Re: Bar Joists, Teresa Dellies
• RE: Welding galvanized steel, Paul Crocker
• RE: Welding galvanized steel, David Bejan Tehranchi
• Re: Office floor LL, Alex Nacionales
• Re: Welding galvanized steel, Christopher Wright
• RE: Office floor LL, Robert Rollo
• Re: Truck Axle Loads, Mark D. Anderson PE
• RE: Welding galvanized steel, Sprague, Harold O.
• RE: Bar Joists, Armijo, John J (PWCSD 184)
• Re: Tapered members, Christopher Wright
• Re: Truck Axle Loads, Bill Polhemus
• Re: Welding galvanized steel, Bill Polhemus
• Re: Truck Axle Loads, Bill Polhemus

Sat Sep 16 00:04:27 GMT 2000

• Re: questions!, frp 2000
• City user taxes, Michael Krakower
• Truck Axle Loads, Roger Turk
• Re: Tapered members, Roger Turk
• Re: Concrete form work, John MacLean
• Re: Welding galvanized steel, c2
• Re: City user taxes, Michael Bryson
• Re: Tapered members, Christopher Wright
• omega level forces, Satish J. Matani
• Re: Tapered members, Mark Baker
• Re: City user taxes, Mark Baker
• Re: Welding galvanized steel, Mark Baker
• Re: questions!, Bill Polhemus
• Re: City user taxes, Fountain Conner
• Re: Tapered members, PEC - Lake City

Sun Sep 17 00:31:25 GMT 2000

• Re: Trusjoist customers., Jeff Coronado
• Re: Trusjoist customers., sscholl2
• Re: CSES Meeting, GEOHAK
• Re: TJM, GEOHAK
• Re: Trusjoist customers., sscholl2
• RE: Welding galvanized steel, Sprague, Harold O.

Mon Sep 18 01:50:18 GMT 2000

• Re: Bar Joists, Keith Fix
• Re: City user taxes, Mark Baker
• RE: Bar Joists, Jim Persing
• Re: Welding galvanized steel, Swingle, Mark
• Fwd: Metal screws for drywalls., SONSUR2
• RE: Bar Joists, Todd Hill
• RE: Trusjoist customers., Paul Crocker
• NDS vs AITC wood sizes, Rodriguez, Marlou
• Re: Shear Walls, richard jackson
• RE: Bar Joists, desi . kiss
• Seismic design of shear wall, richard lewis
• comm#780--stainless steel, Michael Hemstad
• RE: Vibration Isolators for Bins, BILL PULYER
• RE: Bar Joists, desi . kiss
• RE: Seismic design of shear wall, Alfonso S Quilala
• RE: Seismic design of shear wall, Todd Hill
• Re: NDS vs AITC wood sizes, Peter McCormack
• Re: comm#780--stainless steel, Scott E Maxwell
• RE: Trusjoist customers., David Bejan Tehranchi
• RE: comm#780--stainless steel, Sprague, Harold O.
• RE: Seismic design of shear wall, desi . kiss
• Satellite Dish Support, Jeff Creagan
• RE: Seismic design of shear wall, desi . kiss
• RE: Seismic design of shear wall, desi . kiss

Tue Sep 19 00:40:02 GMT 2000

• Re: Seismic design of shear wall, Scott E Maxwell
• RE: Trusjoist customers., Todd Hill
• RE: Seismic design of shear wall, Brent Koch
• RE: Seismic design of shear wall, Joseph R. Grill, PE
• Re: Satellite Dish Support, Neil Moore
• Re: Seismic design of shear wall, frp 2000
• Re: Satellite Dish Support, JCohen
• Beam Clamp, Ted Conway
• Re: comm#780--stainless steel, Nels Roselund
• Fwd: Metal screws for drywalls., Mark Gilligan
• City User Taxes, Michael Krakower
• Re: Bar Joists, Nels Roselund
• Fw: California, frp 2000
• RE: Beam Clamp, MKnight
• (Fwd) RE: Bar Joists, Peter McCormack
• RE: Trusjoist customers., Peter McCormack
• It's What You Don't Know That Hurts You..., Bill Polhemus
• Re: It's What You Don't Know That Hurts You..., John Riley
• SCBF Connections, Tom . Hunt
• Re: Seismic design of shear wall, Samir Ghosn
• Re: It's What You Don't Know That Hurts You..., RajSTC
• RE: Welding galvanized steel, Al Greene
• RE: Beam Clamp, jwhitty
• RE: SCBF Connections, Mark Pemberton
• 5/8" dia. a.b., Mark D. Baker
• RE: It's What You Don't Know That Hurts You..., Fredericks, Douglas/SAC
• RE: SCBF Connections, BILL PULYER
• Re: It's What You Don't Know That Hurts, Roger Turk
• [no subject], Daley, John
• RE: 5/8" dia. a.b., Lutz, James
• Building Code in Brazil, SEAOSC
• Re: It's What You Don't Know That Hurts You..., Javier Encinas
• Re: It's What You Don't Know That Hurts You..., Greg Smith
• RE: Seismic design of shear wall, Vinod Sahni
• SEAOSD Newsletters in PDF, Mark E. Deardorff
• RE: Trusjoist customers., Glyn Boone
• RE: 5/8" dia. a.b., Dave Adams
• stack foundation, Ken Peoples
• RE: Bar Joists, Keith Fix
• RE: stack foundation, Sprague, Harold O.
• Seismic Retrofit Questions, Joseph R. Grill, PE
• Wind Loads on Curved Roofs, Keith Fix
• RE: stack foundation, Bob Hanson

Wed Sep 20 00:40:15 GMT 2000

• [no subject], desi . kiss
• Re: Seismic design of shear wall, capitalino
• Re: Wind Loads on Curved Roofs, Michael Bryson
• Live Load Reduction for One-Way Slabs, Brian Harris
• RE: Bar Joists, Bill Allen
• Re:stack foundation, TBenson
• RE: Live Load Reduction for One-Way Slabs, Paul Crocker
• Re: It's What You Don't Know That Hurts You..., Rhkratzse
• Good Ol' Todd Hill, the . callens
• RE: comm#780--stainless steel, prakash chowdhury
• Re: Wind Loads on Curved Roofs, Hasan Hindawi
• Re: Live Load Reduction for One-Way Slabs, Scott E Maxwell
• brasilian codes, glauco
• RE: stack foundation, Neil Moore
• FW: Seismic Retrofit Questions, Ritter, Mike
• RE: Seismic Retrofit Questions, Ritter, Mike
• Re: Wind Loads on Curved Roofs, Peter McCormack
• Diaphragm design forces, Peter A. Allen
• RE: stack foundation, Bob Hanson
• RE: stack foundation, Steve Bigham
• Re: Wind Loads on Curved Roofs, Keith Fix
• RE: stack foundation, Neil Moore
• Re: comm#780--stainless steel, Scott A Jensen/SAJ5/CC01/INEEL/US
• RE: Seismic Retrofit Questions, Paul Crocker
• Re: SCBF Connections, julio . guerra
• Re: Diaphragm design forces, Jeff Coronado
• Re: It's What You Don't Know That Hurts You..., Jeff Coronado
• Wind Loads on Curved Roofs, Hartzell, Frank
• Corrosion-Damaged Brick Wall, Nels Roselund
• Re: Diaphragm design forces, Scott E Maxwell
• BAE Exam, Caldwell, Stan
• ACI 301, Swingle, Mark
• Good Ol' Todd Hill, desi . kiss
• Re: ACI 301, Pat Ebner
• RE: ACI 301, Sprague, Harold O.
• Concrete Pedestal W/ Column Thrust & Tie-Rod, Ed Fasula
• RE: ACI 301, Todd Hill
• Re: Square timber members as beams, John Riley
• RE: ACI 301, Roger Davis
• Re: stack foundation, John MacLean
• RE: Square timber members as beams, Bill Allen
• RE: It's What You Don't Know That Hurts You..., Acie Chance
• Re: ACI 301, Ed . Haninger
• Re:, EDUARDO CRISTIANI
• RE: It's What You Don't Know That Hurts You..., Bill Allen
• Concrete Anchors, Michael Krakower
• RE: Square timber members as beams, david adie

Thu Sep 21 00:23:04 GMT 2000

• Re: Wind Loads on Curved Roofs, Keith Fix
• RE: Corrosion-Damaged Brick Wall, Sprague, Harold O.
• RE: Square timber members as beams, scottk
• RE: Bar Joists - What do the letters actually mean ?, desi . kiss
• RE: ACI 301, Lisa Cannon
• Re: ACI 301, Scott E Maxwell
• Re: Wind Loads on Curved Roofs, Bill Polhemus
• Lead Primed Structural Steel, CanitzCF
• RE: ACI 301, Lutz, James
• Two Codes !!, Caldwell, Stan
• Re: Lead Primed Structural Steel, Mark Baker
• Re: Good Ol' Todd Hill, sscholl2
• Re: Lead Primed Structural Steel, Bill Polhemus
• Flood Control Structures, Jonathan G. Sevilla, CE
• Square timber members as beams, Rodriguez, Marlou
• RE: Concrete Anchors, Panos Trochalakis
• Re: Lead Primed Structural Steel, sscholl2
• Re: Flood Control Structures, sscholl2
• RE: ACI 301, Sherman, William
• RE: Square timber members as beams, Peter McCormack
• Re: Lead Primed Structural Steel, quinnair
• RE: ACI 301, Scott E Maxwell
• Re: Flood Control Structures, Randy Russ
• Re: Flood Control Structures, Chanel1096
• RE: Flood Control Structures, Sprague, Harold O.
• Re: Good Ol' Todd Hill, Bill Polhemus
• RE: Lead Primed Structural Steel, Sprague, Harold O.
• RE: Lead Primed Structural Steel, jwhitty
• Re: stack foundation, Michael Bryson
• Re: Flood Control Structures, Edward Arrington
• RE: Two Codes !!, Lutz, James
• Built-up 2x Wood Framing, Michael Bryson
• Wind Loads on Curved Roofs, Roger Turk
• RE: Two Codes !!, Yousefi, Ben
• Macomber V-Beams, Jim Kestner
• RE : comm#780--stainless steel, prakash chowdhury
• RE: Bar Joists - What do the letters actually mean ?, Keith Fix
• RE: ACI 301, Lutz, James
• RE: Built-up 2x Wood Framing, Bill Allen
• Re: Corrosion-Damaged Brick Wall, RajSTC
• Re: Wind Loads on Curved Roofs, desi . kiss
• Macomber V-Beams, Roger Turk
• Estimating f'c beyond 28 days, William Keil
• RE: Estimating f'c beyond 28 days, scottk
• RE: Estimating f'c beyond 28 days, Sprague, Harold O.
• Auburn University Extension Service Distance Learning, Bill Polhemus
• RE: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Teresa Dellies

Fri Sep 22 00:26:10 GMT 2000

• RE: Estimating f'c beyond 28 days, Cain, William
• Re: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Bill Polhemus
• Load Combinations, Rodriguez, Marlou
• Re: Project in Brazil, Ivan Lippi
• Re: Corrosion-Damaged Brick Wall, Mark Baker
• Re: Good Ol' Todd Hill (Re: bar joists), Rick Burch
• RE: Two Codes !!, Sid Danandeh
• RE: SNOW LOADS IN "SITE SPECIFIC" REGION, Roger Turk
• Re: stack foundation, Roger Turk
• RE: Macomber V-Beams, Bill Allen
• [no subject], spc
• RE: Macomber V-Beams, Roger Davis
• RE: Flood Control Structures, Lorena Young
• received mail that is not mine, deepak jameshieknanth
• Re: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Fountain Conner
• Re: Estimating f'c beyond 28 days, Fountain Conner
• RE: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Peter McCormack
• RE: Estimating f'c beyond 28 days, Roger Davis
• RE: Macomber V-Beams, Roger Turk
• Re: Lead Primed Structural Steel, KTA-Tator, Inc.
• RE: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Sprague, Harold O.
• tube steel braces, david adie
• RE: tube steel braces, Francois Rambau
• RE: Concrete Pedestal W/ Column Thrust & Tie-Rod, Rogers, Robert
• ASCE Delegation to Cuba, Peter McCormack
• Acoustical Ceiling Support, Khosrownia, Ghassem SPK
• 1997 UBC Errata, sharonb
• Re: tube steel braces, Jason Emoto
• RE: Live load for a workout room, Sprague, Harold O.
• re: ASCE Delegation to Cuba, Arvind K. Bisarya
• RE: Acoustical Ceiling Support, David Bejan Tehranchi
• Re: tube steel braces, Sam Chang
• Re: ASCE Delegation to Cuba, Nels Roselund

Sat Sep 23 00:21:32 GMT 2000

• RE: Live load for a workout room, Mark Pemberton
• RE: Wind Loads on Curved Roofs, Robert Rollo
• Re:, John Schenne
• [no subject], Daniel Singgih_Rusdy
• Re: 1997 UBC Errata, Bill Polhemus
• ASCE Delegation to Cuba, Roger Turk
• Re: So-Cal bar joists, Paul Feather
• RE: tube steel braces, Mark Pemberton
• Re: ASCE Delegation to Cuba, Rhkratzse
• Re: So-Cal bar joists, RDAHLMANN
• Re: ASCE Delegation to Cuba, Rhkratzse
• Re: ASCE Delegation to Cuba, Roger Turk
• Not a joke, it's the U.S.A. Inc., Ali J.Young/ZS Shanghai Sales
• Re: Stack Foundation, John MacLean
• Re: ASCE Delegation to Cuba, Richard & audra
• RE: Live load for a workout room, Yousefi, Ben
• WANTED: Copies of AISC Structural Journal Articles, Bill Polhemus
• RE: Live load for a workout room, Charles Espenlaub
• Regional System Selection, Robert Rollo
• RE: Load Combinations, Francois Rambau
• Re: Stack Foundation, Neil Moore
• TheCivilEngineer discussion list, Zekkos
• Re: Acoustical Ceiling Support, hans boge
• RE: Re: Pushover Analysis, Sprague, Harold O.
• Re:, Nels Roselund
• Re: ASCE Delegation to Cuba, Nels Roselund
• Re: received mail that is not mine, Bill Polhemus
• Re: Acoustical Ceiling Support, Roger Turk
• RE: tube steel braces, Charlie Carter
• RE: Auburn University Extension Service Distance Learning, Ron Hill
• Re: Stack Foundation, Hasan Hindawi
• Re: tube steel braces, James Lin
• RE: Live load for a workout room, Cain, William
• Live load for a workout room, Rodriguez, Marlou

Sun Sep 24 00:53:02 GMT 2000

• Re: Regional System Selection, Keith Fix
• Re: Regional System Selection, Bill Polhemus
• Nonlinear time history, teisir ibrahim
• Re: Nonlinear time history, José Manuel Domingues Oliveira
• Re: stack foundation, Michael Bryson
• Query, miguel torres
• Re: stack foundation, Kent LaRose
• Re: stack foundation, Roger Turk
• Re: Query, Bill Polhemus

Mon Sep 25 00:09:20 GMT 2000

• Re: stack foundation, Michael Bryson
• Re: Query, Greg Smith
• Re: Nonlinear time history, Enny Chen
• Re: Stack Foundation, John MacLean
• Buildings seperation, Fariborz Tehrani
• Beam Analysis Tool??, Bill Allen
• RE: Query, Khosrownia, Ghassem SPK
• RE: Beam Analysis Tool??, Khosrownia, Ghassem SPK
• RE: Beam Analysis Tool??, Brent Koch
• RE: Regional System Selection, Paul Crocker
• RE: Buildings seperation, Yousefi, Ben
• RE: Beam Analysis Tool??, Bill Allen
• RE: Beam Analysis Tool??, David Bejan Tehranchi
• Re: Beam Analysis Tool??, Jason Emoto
• Partition loading, John Riley
• New York State Building Code Wind, Ken Peoples
• RE: Partition loading, Brian K. Smith
• Design Wind Speed in Guatemala, richard lewis
• RE: Beam Analysis Tool??, Bill Allen
• Concrete Anchors, Peter Higgins
• Re: Beam Analysis Tool??, Alex Nacionales
• RE: Beam Analysis Tool -- StlShape, Sam Chang
• RE: Two Codes !!, Peter Higgins
• New York State Building Code - Wind, Ken Peoples
• RE: Beam Analysis Tool??, Bill Allen
• RE: Beam Analysis Tool??, Jason Emoto

Tue Sep 26 00:20:49 GMT 2000

• Two Codes !!, Peter Higgins
• RE: Two Codes !!, Peter Higgins
• RE: seaint Digest for 8 Sep 2000, Mark Pemberton
• EIA/TIA-222-F, Sherman, William
• Re: Partition loading, Fountain Conner
• Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Ed Fasula
• Re:, Wira Tjong
• RE: Beam Analysis Tool??, Ron Hill
• Design of Earth Retaining Structures for Dynamic Loads, Ampuero, Jhon
• Re: Beam Analysis Tool??, frp 2000
• RE: tube steel braces, Charlie Carter
• Re: Auburn University Extension Service Distance Learning, Deb
• RE: Two Codes !!, Peter Higgins
• Re: New York State Building Code Wind, John Schenne
• RE: Beam Analysis Tool??, Bill Allen
• RE: EIA/TIA-222-F, Rogers, Robert
• RE: Acoustical Ceiling Support, Roger Davis
• Re: Beam Analysis Tool??, Alex Nacionales
• Re: EIA/TIA-222-F, Neil Moore
• LRFD vs. notional loads / ICBO vs NFPA (ATTN; Peter Higgins), Keith Fix
• RE: New York State Building Code Wind, Sherman, William
• seismic design of non ordinary bridges, j.n.sigalas
• RE: seismic design of non ordinary bridges, Mete BAYKIR
• RE: Partition loading, Cain, William
• RE: Beam Analysis Tool??, Bill Allen
• Re: Partition loading, Jeff Coronado
• RE: Buildings separation, Sprague, Harold O.
• [no subject], onur dal
• RE: Two Codes !!, Sid Danandeh
• RE: Buildings seperation, Martin W. Johnson
• Re: Nuclear Power plants, Samir Ghosn
• Nuclear Power Plants, desi . kiss
• Foundation bearing pressure per 1997 UBC, Sherman, William
• Concrete Anchors, Michael Krakower
• RE: Nuclear Power Plants, Yuling Teo
• Re: Foundation bearing pressure per 1997 UBC, Chris TSE
• Re: Nuclear Power plants, Dr. Ravi Sinha
• Re: Roof Slope for Drainage, Chris TSE
• RE: Beam Analysis Tool??, David Bejan Tehranchi
• RE: Beam Analysis Tool??, Bill Allen
• Re: Partition loading, Samir Ghosn
• Re:Foundation bearing pressure per 1997 UBC, TBenson
• RE: Seismic Design of Nuclear Power Plants, Sprague, Harold O.

Wed Sep 27 00:12:40 GMT 2000

• Re: Roof Slope for Drainage, Roger Turk
• Re: Roof Slope for Drainage, Roger Turk
• RE: Two Codes !! & NEHERP, Peter Higgins
• RE: Two Codes !!, Peter Higgins
• RE: Two Codes !!, Peter Higgins
• Re: Roof Slope for Drainage -- Units, Fountain Conner
• WANTED: Cable-stayed bridges book by W. Podolny/Scalzi, José Velásquez
• Fw: open asst prof positions, struct engrg and env engrg, CE/GEOS, Notre Dame, JCohen
• Re: Roof Slope for Drainage, Jeff Coronado
• Re: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Paul Ransom
• Fw: It's the U.S.A. Inc., Ali J.Young/ZS Shanghai Sales
• RE: New York State Building Code Wind, Mark Gilligan
• Re: Roof Slope for Drainage, Mark Gilligan
• Re: Roof Slope for Drainage, Jeff Coronado
• Nuclear power plants (was: ), Christopher Wright
• FEMA 350, Bill Allen
• RE: Two Codes !! & NEHERP, Peter Higgins
• RE: Two Codes !!, Peter Higgins
• RE: Two Codes !!, Peter Higgins
• Chords in concrete and masonry buildings, Rodriguez, Marlou
• modeling cables with SAP2K, Khosrownia, Ghassem SPK
• RE: Buildings separation, Fariborz Tehrani
• RE: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, James Hagensen
• Two Questions Re WF Girder to HSS Column Connections, Bill Polhemus
• Anchor Bolts Again, Mark Pemberton
• Re: Chords in concrete and masonry buildings, James Lin
• RE: Chords in concrete and masonry buildings, Charles Espenlaub
• RE: Anchor Bolts Again, Khosrownia, Ghassem SPK
• composite frame evaluation, Mark Pemberton

Thu Sep 28 00:08:09 GMT 2000

• Re: Anchor Bolts Again, SDGSE
• RE: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Ed Fasula
• shear wall perforations, Mark D. Baker
• RE: Anchor Bolts Again, Sprague, Harold O.
• RE: Anchor bolt design, Mark Pemberton
• Re: Anchor Bolts Again, Nels Roselund
• Wind, Snow & Seismic Loads, benjamin . baer
• composite frame evaluation, Roger Turk
• need information about LRFD for Steel, Daniel Singgih_Rusdy
• Please Disregard - Test Message, Dennis S. Wish
• Re: Query, Mahdi Bahrami
• Re: Query, Bill Polhemus
• Re: Please Disregard - Test Message, Bill Polhemus
• Re: shear wall perforations, Larry Hauer
• RE: need information about LRFD for Steel, Charlie Carter
• RE: Anchor Bolts Again, Sprague, Harold O.
• Re: Roof Slope for Drainage, Jeff Coronado
• Re: Chords in concrete and masonry buildings, Jeff Coronado
• Re: seaint Digest for 27 Sep 2000, Ron O. Hamburger
• RE: Please Disregard - Test Message, Mark Pemberton
• steel building expansion joints, Ken Peoples
• Re: shear wall perforations, Bill Polhemus
• RE: composite frame evaluation, Mark Pemberton
• RE: shear wall perforations, Yousefi, Ben
• Re: need information about LRFD for Steel, Bill Polhemus
• RE: Anchor Bolts Again, Mark Pemberton
• Re: shear wall perforations, Larry Hauer
• RE: Please Disregard - Test Message, Joseph Harouni
• RE: steel building expansion joints, Charlie Carter
• What code to use, Deb
• CEU SE Classes, desi . kiss

Fri Sep 29 00:16:19 GMT 2000

• Re: What code to use, Samir Ghosn
• RE: What code to use, Cain, William
• Re: need information about LRFD for Steel, Christopher Wright
• Re: Roof Slope for Drainage, Jeff Coronado
• Re: need information about LRFD for Steel, Bill Polhemus
• Why "stiffening" girder or truss?, Heungbae Gil
• RE: What code to use, Peter Bucy
• Wind Loading on Existing Structures, T. Eric Gillham PE
• Re: need information about LRFD for Steel, Scott E Maxwell
• Re: What code to use, Christopher Wright
• HS bolts, Mark Pemberton
• RE: Chords in concrete and masonry buildings, Rodriguez, Marlou
• Re: shear wall perforations, Mark Baker
• Re: What code to use, Nels Roselund
• Re: What code to use, John Riley
• Re: Roof Slope for Drainage, Roger Turk
• RE: Query, Khosrownia, Ghassem SPK
• RE: What code to use, sharonb
• Re: So-Cal bar joists, Keith Fix
• Re: So-Cal bar joists, Bill Polhemus
• What code to use, Roger Turk
• Re: Wind Loading on Existing Structures, Bill Polhemus
• RE: Wind Loading on Existing Structures, Charlie Carter
• Re: shear wall perforations, Bill Polhemus
• RE: HS bolts, Khosrownia, Ghassem SPK
• RE: WANTED: Cable-stayed bridges book by W. Podolny/Scalzi, Calvin Chang
• Re: What code to use, Samir Ghosn

Sat Sep 30 01:40:02 GMT 2000

• QUERY: Bridge Bent - Braced or Unbraced?, Bill Polhemus
• Re: shear wall perforations, Robert Shaffer
• Re: Why "stiffening" girder or truss?, quinnair
• Re: Why "stiffening" girder or truss?, Bill Polhemus
• Proposed Standard of Care "again", Sherman, William
• Re: Roof Slope for Drainage, Jeff Coronado
• Re: HS bolts, Jeff Coronado
• RE: Chords in concrete and masonry buildings, Scott, William N.
• RE: HS bolts, Charlie Carter
• RE: HS bolts, Scott, William N.
• Re: What code to use, Deb
• PE Exam Prep Courses, Scott Bernard
• RE: Wind Loading on Existing Structures, Paul Crocker
• Re: HS bolts, Bill Polhemus
• RE: steel building expansion joints - Charlie Carter, Ken Peoples
• RE: HS bolts, Scott E Maxwell
• RE: shear wall perforations, Charles Espenlaub
• Seismic design for existing buildings with new additions, Fariborz Tehrani
• RE: Wind Loading on Existing Structures, Cain, William
• Re: Wind Loading on Existing Structures, Jeff Coronado
• RE: Why "stiffening" girder or truss?, Khosrownia, Ghassem SPK
• RE: Buildings separation, merrick group
• Reinforcing for a Metal Building System Slab-on-Grade, Dave Adams
• Re: Roof Slope for Drainage, Scott E Maxwell
• Re: Why "stiffening" girder or truss?, Roy Sharif M. Sison
• Re: Wind Loading on Existing Structures, Barry Welliver
• Re: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Paul Ransom
• free internet access, Greg Smith
• Hollow Core Plank surface roughness requirement, Khosrownia, Ghassem SPK
• What code to use?, James Allen
• SEAOSD October Newsletter Now Available, Mark E. Deardorff
• TWO CODES: Engineers + Building Officials, Becker, Rick
• Re: FEMA 350, Laurence B. Oeth
• Re: Proposed Standard of Care "again", RGRAYAIA
• Fwd: Check out All Things Considered, Rbengrguy
• RE: Wind Loading on Existing Structures, Khosrownia, Ghassem SPK

Sun Oct 01 00:14:33 GMT 2000

• RE: HS bolts, Sherman, William
• Re: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Paul Ransom
• RE: Hollow Core Plank surface roughness requirement, Roger Davis
• Re: HS bolts, Scott E Maxwell
• Re: Seismic design for existing buildings with new additions, Scott E Maxwell
• Re: Foundation bearing pressure per 1997 UBC, merrick group

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