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SEAINT Mail Archive 2003 (Jan-Mar)

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: 1813

Wed Jan 01 16:42:08 GMT 2003

• Re: Parallel Chord Wood Floor Trusses, Roger Turk
• Re: Parallel Chord Wood Floor Trusses, Jnapd
• SEAOI Annual Banquet date 1st announcement, Rbengrguy
• Re: Parallel chord wood floor trusses, Thor Matteson, SE

Thu Jan 02 06:18:12 GMT 2003

• Re: Parallel chord wood floor trusses, John H. Cato, jr., R.A.
• RE: seaint Digest for 31 Dec 2002, Joseph R. Charpentier
• floor trusses, Andrew D. Kester
• Gusset Weld at Brace Connection, j . grill
• Differential Settlement, lrhauer
• EIT as EOR?, Cain, William
• FW: Gusset Weld at Brace Connection, Carter, Charlie
• Re: EIT as EOR?, M. David Finley, P.E.
• Structural Welding (try again), Jason Kilgore
• Re: Differential Settlement, Daryl Richardson
• Re: EIT as EOR?, Scott Maxwell
• Detailing Question, Dickey, David
• Re: Differential Settlement, james lane
• RE: Differential Settlement, Lutz, James
• Structural Software, YI
• Re: EIT as EOR?, Chris Meyer
• Re: Differential Settlement, Reza Dashti
• Re: Differential Settlement, Stanley E Scholl
• masonry shear walls, Andrew D. Kester
• Re: masonry shear walls, C Chan
• RE: masonry shear walls, Haan Scott M DPW CIVIL ENGR(n)
• Re: masonry shear walls, lrhauer

Fri Jan 03 01:05:20 GMT 2003

• Re: Structural Welding (try again), vicpeng
• Re: Gusset Weld at Brace Connection, Joseph Grill
• Re: Differential Settlement, Mark Gilligan
• Design Task Codes, Tom Bodkin
• Florida PE, Anthony Rotondo, Jr., P.E.
• RE: Florida PE, Stuart, Matthew
• masonry walls 2, Andrew D. Kester
• Re: Florida PE, Christopher Wright
• Re: Differential Settlement, Jason Kilgore
• Re: Florida PE, M. David Finley, P.E.
• Wood Gurus - "Shakes", AWC Info
• RE: Florida PE, David L. Fisher
• NDS- Nails, AWC Info
• Re: Differential Settlement, Roger Turk
• RE: Florida PE, Puskas, David
• Re: Structural Welding (try again), Jason Kilgore
• Re: Detailing Question, Jason Kilgore
• Re: Differential Settlement, lrhauer
• Re: NDS- Nails, Scott Maxwell
• [no subject], Kipp . A . Martin
• Re: EIT as EOR?, BCainse
• Ralph Richard (was Richard factor), Roger Turk
• Steel Fabricator, Tom Bodkin
• Re: Florida PE, M. David Finley, P.E.
• RE: Florida PE, David L. Fisher
• Re: Florida PE, M. David Finley, P.E.
• RE: Florida PE, David L. Fisher
• RE: Florida PE, Christopher Wright
• Re: Florida PE, Daryl Richardson

Sat Jan 04 09:25:44 GMT 2003

• Florida PE, G Vishwanath
• Re: Florida PE, Padmanabhan Rajendran
• Florida PE, Roger Turk
• Re: Florida PE, Christopher Wright
• Re: Florida PE, GSKWY
• Re: Florida PE-Bureacracy, Stanley E Scholl
• Re: Florida PE-Bureacracy, Scott Maxwell

Sun Jan 05 13:39:55 GMT 2003

• Re: Florida PE-Bureacracy, Padmanabhan Rajendran
• Florida PE, G Vishwanath

Mon Jan 06 12:48:43 GMT 2003

• RE: Steel Fabricator, Meyer, Jonathan
• RE: Steel Fabricator, Tom Bodkin
• Re: Florida PE and plan stamping, GSKWY
• RE: Florida PE-Bureaucracy, Caldwell, Stan
• cantilever pile, yilmaz yuva
• RE: Florida PE-Bureacracy, Paul Crocker
• RE: Florida PE-Bureaucracy, Scott, William N.
• RE: PE-Bureacracy, Tom Bodkin
• RE: Florida PE-Bureacracy, Scott Maxwell
• RE: Florida PE-Bureaucracy, Padmanabhan Rajendran
• RE: Florida PE-Bureacracy, Padmanabhan Rajendran
• Re: Florida PE-Bureacracy, Forrest Braun
• Re: Florida PE and plan stamping, Padmanabhan Rajendran
• Re: NDS- Nails, AWC Info
• RE: PE-Bureacracy, Scott Maxwell
• RE: Florida PE-Bureaucracy, Scott, William N.
• RE: Florida PE-Bureaucracy, Scott Maxwell
• RE: PE-Bureacracy, Lutz, James
• Re: Florida PE-Bureacracy, Scott Maxwell
• nails and India.., Andrew D. Kester
• RE: PE-Bureacracy, Scott Maxwell
• Peculiar Plywood Beams, Gary Hodgson & Associates
• RE: Peculiar Plywood Beams, Tom Bodkin
• Peculiar Plywood Beams, Roger Turk
• ASCE7-98 Online Wind Speed Map, Tripp Howard
• latitude and longitude, Jason Kilgore
• RE: latitude and longitude, Hewitt, Chris
• RE: latitude and longitude, Armijo, John J (PWCSD 420)
• Re: latitude and longitude, Tripp Howard
• RE: latitude and longitude, Pat Symons
• RE: latitude and longitude, Tom Bayne
• RE: latitude and longitude, Pat Symons
• Re: latitude and longitude, THunt

Tue Jan 07 00:14:33 GMT 2003

• Re: latitude and longitude, Scott Maxwell
• Re: Florida PE and plan stamping, GSKWY
• Re: ASCE7-98 Online Wind Speed Map, Rick Burch
• Re: ASCE7-98 Online Wind Speed Map, Jomo McClean
• Re: Peculiar Plywood Beams, Daryl Richardson
• Re: Florida PE and plan stamping, Padmanabhan Rajendran
• Re: latitude and longitude, Christopher Wright
• Re: Florida PE-Bureaucracy, Stanley E Scholl
• RE: ASCE7-98 Online Wind Speed Map, Peter Griem
• Re: Florida PE-Bureaucracy, Neil Moore
• Re: Peculiar Plywood Beams, John D. Rose
• Re: Florida PE-Bureaucracy, Scott Maxwell
• RE: Florida PE-Bureaucracy, Jonathan Mallard
• Re: latitude and longitude, Tripp Howard
• India (without nails), G Vishwanath
• RE: Florida PE-Bureaucracy, Paul Crocker
• RE: India (without nails), Narayanan, Ram
• NCSEA Certification (was RE: Florida PE-Bureaucracy), Scott Maxwell
• RE: Florida PE-Bureaucracy, Paul Crocker
• Re: Florida PE-Bureaucracy, Padmanabhan Rajendran
• Re: NCSEA Certification (was RE: Florida PE-Bureaucracy), GSKWY
• maps, grad students as cheap labor, Andrew D. Kester
• Re: Florida PE-Bureaucracy, Paul Feather
• Re: Florida PE-Bureaucracy, Padmanabhan Rajendran
• Code Commentary (was NDS-Nails), Michael L. Hemstad
• Re: maps, grad students as cheap labor, Jnapd
• RE: (no subject), Tom Bodkin
• RE: Florida PE-Bureaucracy, Christopher Wright
• Partition on Slab, Mark McCormick
• (no subject), Jnapd
• RE: Florida PE-Bureaucracy, Padmanabhan Rajendran
• RE: Florida PE-Bureaucracy, Foy, Warren
• FRT Engineered Wood Products, Emery Ojala
• Re: maps, grad students as cheap labor, Scott Maxwell
• wood anchor bolts, Gary
• Membrane Diaphragm or not?, James Lin

Wed Jan 08 00:00:24 GMT 2003

• Old rebar, jccpc
• RE: Texas (was Florida) PE-Bureaucracy, Caldwell, Stan
• Re: Old rebar, GSKWY
• Re: wood anchor bolts, Samir Ghosn
• Nailed board diaphragm with gap between boards and framing, Nels Roselund, SE
• Re: Old rebar, Nels Roselund, SE
• Re: Florida PE-Bureaucracy, vlad
• RE: Florida PE-Bureaucracy, Caldwell, Stan
• AISC k values for wide flanges, Rick Burch
• Nailed board diaphragm with gap between, Roger Turk
• (no subject), Jnapd
• Re: ASCE7-98 Online Wind Speed Map, Tripp Howard
• RE: AISC k values for wide flanges, Carter, Charlie
• Re: Nailed board diaphragm with gap between boards and framing, John D. Rose
• Re: NCSEA Certification (was RE: Florida PE-Bureaucracy), Stanley E Scholl
• Re: Code Commentary (was NDS-Nails), Scott Maxwell
• Re: Nailed board diaphragm with gap between, Nels Roselund, SE
• Bridges, GSKWY
• Structural System Determination, Tom Bodkin
• RE: Florida PE-Bureaucracy, Caldwell, Stan
• Re: FRT Engineered Wood Products, Mike Perakis
• Re: Nailed board diaphragm with gap between boards and framing, David Topete
• wood anchor bolts, Casano, Karen
• RE: Structural System Determination, Kestner, James W.
• FW: Steel-Detail: Engineer Note..., Lowen, Dave
• Re: (no subject), Jnapd
• Re: AISC k values for wide flanges, Jnapd
• Re: Structural System Determination, Scott Maxwell
• grad students as cheap labor, Steiner, Matt
• Re: Old rebar, David Chang
• Coefficient of Friction, YI
• Re: grad students as cheap labor, Scott Maxwell
• Re: Coefficient of Friction, Scott Maxwell
• Re: Structural System Determination, GSKWY
• RE: Coefficient of Friction, Brian McDonald
• RE: Coefficient of Friction, YI
• Stepped Retaining Walls into Mountain Side, Gerard Madden, PE
• Re: Stepped Retaining Walls into Mountain Side, chuckuc
• Re: Stepped Retaining Walls into Mountain Side, Samir Ghosn
• Re: Structural System Determination, Jason Kilgore

Thu Jan 09 00:05:09 GMT 2003

• "Cinch anchors", Dave Adams
• RE: Stepped Retaining Walls into Mountain Side, Pat Symons
• RE: "Cinch anchors", Joe Stroud
• RE: Coefficient of Friction, Scott Maxwell
• Brace Connection Moment from Eccentricity, j . grill
• Re: Coefficient of Friction, Kovacevic
• Elevated post-tensioned slab cracks, Oshin Tosounian
• Re: Old rebar, jccpc
• Re: Bridges, raju mantripragada
• Re: Elevated post-tensioned slab cracks, GSKWY
• RE: "Cinch anchors", Lowen, Dave
• Re: Bridges, Richard Fennell @ DSI
• underground garages, bldgs across the US, Andrew D. Kester
• Re: Bridges, Roger Turk
• RE: seaint Digest for 8 Jan 2003, Munoz, Pedro
• Headed Shear Studs, Kestner, James W.
• steel fabricator, Andrew D. Kester
• RE: Headed Shear Studs, Carter, Charlie
• Re: steel fabricator, Scott Maxwell
• Re: steel fabricator, THunt
• Re: steel fabricator, Richard M. Beldyk, PE
• Steel/aluminum, Peieng5590
• Re: steel fabricator, Richard Fennell
• RE: steel fabricator, Carter, Charlie
• Re: Contour Mapping, Bogdan Dumitrascu
• Mat Foundation, Kestner, James W.
• Re: Mat Foundation, Ed . Haninger
• RE: steel fabricator, Melnick, Scott
• Simplified Static Force Procedure, Bill Marczewski
• Re: Brace Connection Moment from Eccentricity, Scott A. Dunham, PE
• Steel Fabricator, Andrew D. Kester
• Re: Contour Mapping, vicpeng
• RE: steel fabricator, Crosby, Chris
• RE: steel fabricator, Kestner, James W.
• Earthquake resistant design of reinforced concrete buildings, georgiadou eftichia
• RE: Elevated post-tensioned slab cracks, Oshin Tosounian
• RE: Elevated post-tensioned slab cracks, Oshin Tosounian

Fri Jan 10 00:39:12 GMT 2003

• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• RE:Elevated post-tensioned slab cracks, Mark Geoghegan
• grad students as cheap labor...Help! we are looking for a Struct ural Engineer for Commercial Plan Reviewl, Schwan, Martin K.
• Re: Elevated post-tensioned slab cracks, Mark Geoghegan
• RE: Elevated post-tensioned slab cracks, Oshin Tosounian
• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• Re: Elevated post-tensioned slab cracks, Gil Brock
• 2001 NDS revised provisions for ignoring shear loads, IRV FRUCHTMAN
• Re: Brace Connection Moment from Eccentricity, Joseph Grill
• Re: Bridges, Drew Morris
• RE:Steel Fabricator, Mark Gilligan
• RE: Steel Fabricator, Jim Getaz
• Re: Bridges, Ray Pixley
• RE: steel fabricator, Crosby, Chris
• RE: Bridges, Glenn Otto
• Re: Steel Fabricator, GSKWY
• Re: Steel Fabricator, Richard Fennell
• Re: Bridges, ESuk
• Re: Bridges, Cain, William
• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• RE: Bridges, Ray Pixley
• Tongue and groove diaphragm, Will H
• Steel Deck Diaphragm, Daniel Souter, E.I.
• RE: Tongue and groove diaphragm, Michael Bryson
• Re: Tongue and groove diaphragm, John D. Rose
• Re: Steel Deck Diaphragm, desi j kiss
• Re: Tongue and groove diaphragm, Stanley E Scholl
• Re: Tongue and groove diaphragm, Will H
• Re: Tongue and groove diaphragm, Samir Ghosn
• Steel sheet piling - tieback waler connection, Stuart, Matthew
• FW: Steel sheet piling - tieback waler connection, Stuart, Matthew
• RE: Old rebar, Mark Geoghegan
• RE: NDS-Nails, AWC Info
• Interaction diagram, kamal aghbal
• Stucco Detail, richard lewis
• RE: Interaction diagram, Mark Geoghegan
• Re: Tongue and groove diaphragm, Will H
• Re: Brace Connection Moment from Eccentricity, Javier Encinas
• Re: Stucco Detail, Bob Freeman

Sat Jan 11 00:04:23 GMT 2003

• Re: Brace Connection Moment from Eccentricity, j . grill
• Re: Tongue and groove diaphragm, John D. Rose
• Re: Elevated post-tensioned slab cracks, GSKWY

Sun Jan 12 19:21:34 GMT 2003

• Re: Elevated post-tensioned slab cracks, Roger Turk
• Re: Elevated post-tensioned slab cracks, GSKWY
• Shotcrete / Concrete Questions, Szuchuan Chang

Mon Jan 13 00:53:08 GMT 2003

• RE: Shotcrete / Concrete Questions, Tom Hammond
• RE: Stucco Detail, Roger Davis
• Stucco Detail, Roger Turk
• RE: steel fabricator, Jake Watson
• lathe with stucco over block, Andrew D. Kester
• RE: lathe with stucco over block, Tom Bodkin
• Buckling Restrained Braces, Jake Watson
• RE: Buckling Restrained Braces, Steven Powell
• RE: Buckling Restrained Braces, Jake Watson
• R for building/non building/ sub system, Vasu, Ravi

Tue Jan 14 00:34:32 GMT 2003

• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• RE: Elevated post-tensioned slab cracks, Roger Turk
• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• RE: Elevated post-tensioned slab cracks, Mark Geoghegan
• braced barrel vault, isma azis
• RE: Elevated post-tensioned slab cracks, Roger Turk
• flagpole column bracing, Brian Tarantino
• Re: flagpole column bracing, Ken Peoples
• Solutions for Wrong Grade Glue-lam?, Thor Matteson, SE
• Contractor Errors, Kestner, James W.
• RE: Solutions for Wrong Grade Glue-lam?, Tom Skaggs
• RE: Contractor Errors, Brian Spencer
• R for a steel structure w/ equipments, Vasu, Ravi
• Re: Contractor Errors, Paul Feather
• RE: Solutions for Wrong Grade Glue-lam?, Nuttall, Davin J.
• RE: Contractor Errors, Brian Spencer
• A welding question, Padmanabhan Rajendran
• Re: R for a steel structure w/ equipments, Chung-Soo Doo
• RE: R for a steel structure w/ equipments, Vasu, Ravi
• Re: R for a steel structure w/ equipments, Chung-Soo Doo
• Re: R for a steel structure w/ equipments, Chung-Soo Doo

Wed Jan 15 00:14:12 GMT 2003

• steel PL over RC slab, Andrew D. Kester
• Re: Florida PE-Bureaucracy & US Immigration - To Sanley, C Chan
• RE: steel PL over RC slab, Chan, David
• RE: steel PL over RC slab, Sherman, William
• steel PL over RC slab, Roger Turk
• Please inform me how to get NBS SP 557 standard, 이성면
• RE: Please inform me how to get NBS SP 557 standard, Tom Bodkin
• Concrete Building Design, Tom Bodkin
• Re: Please inform me how to get NBS SP 557 standard, Christopher Wright
• Re: Concrete Building Design, Scott Maxwell
• RE: Concrete Building Design, Tom Bodkin
• Re: Shotcrete / Concrete Questions, THunt
• RE: Please inform me how to get NBS SP 557 standard, Pat Symons
• RE: Please inform me how to get NBS SP 557 standard, Eric Green
• Re: braced barrel vault, Nels Roselund, SE
• RE: steel PL over RC slab, Paul Crocker
• standpipe or tank foundation design, Ken Peoples
• Re: standpipe or tank foundation design, Padmanabhan Rajendran
• RE: Please inform me how to get NBS SP 557 standard, Christopher Wright
• Shear wall sill anchor requirement for light gauge stud framing, utej
• Re: Please inform me how to get NBS SP 557 standard, M. David Finley, P.E.
• Re: standpipe or tank foundation design, Ken Peoples
• CBC CODE SR VALUE, Simon
• Re: Please inform me how to get NBS SP 557 standard, Christopher Wright
• Dynamic Analysis, Bülent Deveci
• RE: CBC CODE SR VALUE, Gerard Madden, PE
• Re: CBC CODE SR VALUE, Simon
• Re: standpipe or tank foundation design, Padmanabhan Rajendran
• RE: CBC CODE SR VALUE, Gerard Madden, PE
• Re: CBC CODE SR VALUE, THunt
• RE: CBC CODE SR VALUE, C Chan
• RE: CBC CODE SR VALUE, C Chan
• Re: CBC CODE SR VALUE, Simon
• Re: CBC CODE SR VALUE, Samir Ghosn
• steel PL over RC slab, Michael Hemstad
• RE: CBC CODE SR VALUE, Yousefi, Ben
• RE: CBC CODE SR VALUE, THunt

Thu Jan 16 00:18:46 GMT 2003

• Fences over 6' - CBC 2001, Oshin Tosounian
• Design load for building in flood regions, TB
• HVFA Concrete, Nels Roselund, SE
• RE: Design load for building in flood regions, Steve Widmayer
• RE: Fences over 6' - CBC 2001, Steve Widmayer
• RE: CBC CODE SR VALUE, Scott Maxwell
• Re: HVFA Concrete, Scott Maxwell
• crane / curved beam, da
• RE: CBC CODE SR VALUE, Mark Gilligan
• RE: crane / curved beam, Gary Ehrlich
• Re: Design load for building in flood regions, IRV FRUCHTMAN
• RE: Florida PE, John Whitty
• RE: crane / curved beam, Glenn Otto
• RE: HVFA Concrete, Eric Green
• Re: crane / curved beam, Scott Maxwell
• RE: Dynamic Analysis, Sherman, William
• RE: Design load for building in flood regions, Sherman, William
• bomb shelter, Andrew D. Kester
• Re: HVFA Concrete, Nels Roselund, SE
• Re: bomb shelter, Christopher Wright
• Addition to geodesic dome, Schwan, Martin K.
• RE: bomb shelter, Eric Green
• Mechanical Unit Anchorage / fire ratings, Paul Feather
• RE: bomb shelter, Scott Bernard
• RE: Dynamic Analysis, Berair, Tarik
• crane / curved beam, Bülent Deveci
• Weld Coefficients, j . grill
• AISC Seismic Provisions - Possible Error and Questions, Keith Fix
• NBS Pub 577, Wollmershauser Richard (wr)
• RE: AISC Seismic Provisions - Possible Error and Questions, Yousefi, Ben
• Re: CBC CODE SR VALUE, Simon
• RE: NBS Pub 577, Pat Symons
• Moment Connections to Column Web, Gary Hodgson & Associates
• RE: NBS Pub 577, Christopher Wright
• IBC 2000 - 200 lbs point load for non-exposed truss bottom chord, Bao D Pham
• Compression ring bracing roof rafter for 8-sided slope roof with vaulted ceiling (gazebo), Bao D Pham
• Calculation of drift in Wood Frame Buildings, Al Meyer
• Welding of Rebars, James Lin

Fri Jan 17 00:06:12 GMT 2003

• Re: Compression ring bracing roof rafter for 8-sided slope roof with vaulted ..., EphHirsch
• RE: Calculation of drift in Wood Frame Buildings, Gerard Madden, PE
• RE: Calculation of drift in Wood Frame Buildings, George Richards P.E.
• Re: IBC 2000 - 200 lbs point load for non-exposed truss bottom chord, Nels Roselund, SE
• Re: Compression ring bracing roof rafter for 8-sided slope roof with vaulted ceiling (gazebo), Pat Clark
• Temporary shoring safety factor, Mark Baker
• Re: Calculation of drift in Wood Frame Buildings, Albert J. Meyer, Jr.
• Re: Calculation of drift in Wood Frame Buildings, Scott Maxwell
• RE: Moment Connections to Column Web, Lowen, Dave
• looking for astm A31 Rivets?, Hyndman, Keith
• Re: Welding of Rebars, Jim Getaz
• RE: HVFA Concrete, Mark Webster
• RE: Calculation of drift in Wood Frame Buildings, Andy Heigley
• Re: looking for astm A31 Rivets?, David Sharp
• RE: HVFA Concrete, Eric Green
• API 650, 620, Robert M. Hanson
• RE: Calculation of drift in Wood Frame Buildings, Tom Skaggs
• Lateral resistance of a Six Story CMU Apartment Building, Tom Bodkin
• Re: HVFA Concrete, GSKWY
• Re: looking for astm A31 Rivets?, Nels Roselund, SE
• RE: API 650, 620, Ron Hill
• RE: Temporary shoring safety factor, Paul Crocker
• Re: Lateral resistance of a Six Story CMU Apartment Building, Daryl Richardson
• WTC site layout and dimensions (OFF TOPIC), Dave Adams
• Engineering Software, VerneK
• Analysis of a dome, John Yao
• Re: Engineering Software, vicpeng
• Re: Engineering Software, C Chan
• Re: WTC site layout and dimensions (OFF TOPIC), Tim Allison
• Re: Analysis of a dome, Daryl Richardson

Sat Jan 18 00:33:05 GMT 2003

• Re: Analysis of a dome, Nels Roselund, SE
• RE: bomb shelte, Casey K. Hemmatyar
• RE: WTC site layout and dimensions (OFF TOPIC), Carter, Charlie
• RE: Moment Connections to Column Web, Gary Hodgson & Associates
• Re: Engineering Software, Gary Hodgson & Associates
• RE: WTC site layout and dimensions (OFF TOPIC), Ray Pixley

Mon Jan 20 13:42:30 GMT 2003

• Re: Moment Connections to Column Web, Alper Ucak
• RE: HVFA Concrete, Mark Webster
• Wind pressure, Javier Encinas
• Re: Wind pressure, Scott Maxwell
• Conversion Factor, Barry H. Welliver
• RE: Conversion Factor, Paul Crocker
• Re: Conversion Factor, Richard M. Beldyk, P.E., CPEng
• Shoring Design, Bill Allen
• Hillside Foundation Design Criteria in LA?, Bill Allen
• RE: Conversion Factor, Lutz, James
• Re: Hillside Foundation Design Criteria in LA?, Nels Roselund, SE
• Re: Shoring Design, THunt
• RE: Shoring Design, Eric Green
• RE: Conversion Factor, Christopher Wright
• Re: Shoring Design, Daryl Richardson
• crane / curved beam, Michael L. Hemstad
• I factor & API 650 Appendix E, Robert M. Hanson

Tue Jan 21 00:00:14 GMT 2003

• RE: Shoring Design, Caldwell, Stan
• RE: I factor & API 650 Appendix E, Lutz, James
• Re: Shoring Design, Daryl Richardson
• RE: I factor & API 650 Appendix E, Ron Hill
• Re: Shoring Design, Mark Gilligan
• single angle compression members, Ken Peoples
• steep pitcheed roof diaphragms, PFFEI
• Allowable Stresses In Plates / Allowable Plate Deflection, Anthony Wilson
• Re: single angle compression members, Rick . Drake
• web doubler to column flange weld, Ken Peoples
• RE: web doubler to column flange weld, Alspach, Scott
• RE: Conversion Factor, Armijo, John J (PWCSD 420)
• Re: web doubler to column flange weld, Davis Parsons
• Model Building Codes, Alden Manipula, E.I.T.
• Re: Shoring Design, Paul Feather
• Re: I factor & API 650 Appendix E, Daryl Richardson
• Pressure Grouting Existing Pipe Piles, M. David Finley, P.E.
• RE: I factor & API 650 Appendix E, Lutz, James
• Re: I factor & API 650 Appendix E, Rick . Drake
• RE: Shoring Design, Caldwell, Stan
• Re: Shoring Design, GSKWY
• RE: Shoring Design, Ellen Eastgate
• RE: Shoring Design, Lutz, James
• RE: Shoring Design, Paul Crocker
• Re: Hillside Foundation Design Criteria in LA?, Cratylus Consulting Group
• Re: Shoring Design, Jnapd
• Timber connectors, Barry H. Welliver
• Historic Structure Retrofit in CA, Gerard Madden, PE
• seismic design of storage tanks, UBC 97, s s
• Cast-in-place Box Culvert Analysis and Design, Doug Parker
• RE: Timber connectors, Tom Skaggs
• Re: Timber connectors, Bruce Pooley

Wed Jan 22 00:41:43 GMT 2003

• plan irregularity type 4 - 97 UBC, Mark Baker
• Pocket PC, Mitchell J. Sklar
• RE: Historic Structure Retrofit in CA, Yousefi, Ben
• RE: Model Building Codes, Jake Watson
• Re: Model Building Codes, GSKWY
• RE: Cast-in-place Box Culvert Analysis and Design, Russ, John P
• RE: Historic Structure Retrofit in CA, Mark Pemberton
• Re: Cast-in-place Box Culvert Analysis and Design, Doug Parker
• Re: Pocket PC, Richard M. Beldyk, P.E., CPEng
• Re: Historic Structure Retrofit in CA, Nels Roselund, SE
• Re: Pressure Grouting Existing Pipe Piles, Stanley E Scholl
• Re: seismic design of storage tanks, UBC 97, Rick . Drake
• Post-Tension Software, Jake Watson
• RE: plan irregularity type 4 - 97 UBC, Yousefi, Ben
• RE: Cast-in-place Box Culvert Analysis a, Roger Turk
• Re: Cast-in-place Box Culvert Analysis and Design, Samir Ghosn
• LRFD HSS flexure analysis question, Eric Green
• RE: Model Building Codes, Kipke, Richard
• Re: Cast-in-place Box Culvert Analysis and Design, THunt
• Enercalc, Michael L. Hemstad
• Re: LRFD HSS flexure analysis question, Rick . Drake
• Re: plan irregularity type 4 - 97 UBC, Mark Baker
• Re: Post-Tension Software, Paul Feather
• Re: Timber connectors, IBRAHIM AZIEZ
• Steel gussets, IBRAHIM AZIEZ
• RE: Cast-in-place Box Culvert Analysis and Design, Pat Symons
• Re: plan irregularity type 4 - 97 UBC, Paul Feather
• Re: steep pitcheed roof diaphragms, John D. Rose
• RE: Historic Structure Retrofit in CA, THunt
• RE: Post-Tension Software, Mark Geoghegan
• Testing Structural Damping in Pipes, Mateusz Podskarbi
• Model Building Codes, AWC Info
• Re: Enercalc, Sam Chang
• Welding over a Shim Plate, Dickey, David
• Re: Enercalc, NDZ28

Thu Jan 23 00:42:48 GMT 2003

• RE: seismic design of storage tanks, UBC 97, Sherman, William
• RE: Enercalc, lrhauer(--nospam--at)earthlink.net
• RE: Enercalc, Mark Geoghegan
• RE: Enercalc, Sam Chang
• Re: Cast-in-place Box Culvert Analysis and Design, douglas parker
• Re: Historic Structure Retrofit in CA, Stanley E Scholl
• Re: Cast-in-place Box Culvert Analysis and Design, Stanley E Scholl
• RE: LRFD HSS flexure analysis question, Jake Watson
• RE: Pressure Grouting Existing Pipe Piles, Mark Geoghegan
• Re: steep pitcheed roof diaphragms, Nels Roselund, SE
• RE: Welding over a Shim Plate, John Sieszychi
• Re: plan irregularity type 4 - 97 UBC, Paul Feather
• ENERCALC, Michael D. Brooks
• Fw:, vicpeng
• Fwd: Break-away walls, Himat Solanki
• RE: Post-Tension Software, Paul Crocker
• Steel conections, Puebla Raul
• Wood Historic Building Retrofit provisions, Fred M. Turner
• Fw: Plywood Folded Plate Design, vicpeng
• Re: Steel connections, IBRAHIM AZIEZ
• FBC 2001 1804.4, Scott Bernard
• Re: Fw: Plywood Folded Plate Design, John D. Rose

Fri Jan 24 01:44:26 GMT 2003

• Re: Pressure Grouting Existing Pipe Piles, Stanley E Scholl
• Box Culvert Design, 이성면
• Dual Systems, J+R
• RE: plan irregularity type 4 - 97 UBC, G M
• Re: steep pitched roof diaphragms and sloped shear wall top chords, Thor Matteson, SE
• "Macomber" type joists, brian stanley
• Bullet-proof concrete, Kipke, Richard
• Fw: Bullet-proof concrete, Richard Fennell
• Re: Bullet-proof concrete, Himat Solanki
• Re: Bullet-proof concrete, Jay Shilstone
• Cement Board Shear Wall, richard lewis
• RE: Bullet-proof concrete, Eric Green
• Bullet-proof concrete, Roger Turk
• Cement Board Shear Wall, Roger Turk
• Dryvit was:Cement Board Shear Wall, Eric Green
• RE: Dual Systems, Yousefi, Ben
• Skid Resistance Concrete Floor, Sonsur
• Re: Box Culvert Design, Daryl Richardson
• Re: Cement Board Shear Wall, chuckuc
• RE: Dual Systems, Peter Griem
• RE: Dual Systems, Gerard Madden, PE
• Dryvit was:Cement Board Shear Wall, Roger Turk
• RE: Skid Resistance Concrete Floor, Tom Bodkin
• RE: Dryvit was:Cement Board Shear Wall, Eric Green
• RE: LRFD HSS flexure analysis question, Michael Bryson
• RE: LRFD HSS flexure analysis question, Eric Green
• Good Luck CA Exam Takers, Gerard Madden, SE
• Re: Good Luck CA Exam Takers, Paul Feather
• Re: Good Luck CA Exam Takers, vlad
• RE: Good Luck CA Exam Takers, Pat Symons

Sat Jan 25 04:36:57 GMT 2003

• RE: Bullet-proof concrete, Mark Geoghegan
• Re: seaint Digest for 23 Jan 2003, Marten Eddy
• Re: Pocket PC, maaz siddig ibrahim
• Re: Steel conections, Gary Hodgson & Associates
• RE: Bullet-proof concrete, Roger Turk
• lintel, vlad
• RE: Bullet-proof concrete, Neil Moore
• Re: lintel, Daryl Richardson
• Missing Contributors, Frank Hartzell

Sun Jan 26 07:49:49 GMT 2003

• Re: lintel, vlad
• REQUEST:PROJECT SUGGESTION PLEASE, harikrishna damera
• Re: Box Culvert Design, Anand Pandey
• Re: REQUEST:PROJECT SUGGESTION PLEASE, Daryl Richardson
• Re: lintel, Stanley E Scholl
• Re: REQUEST suggestion, Stanley E Scholl
• Re: lintel, vlad

Mon Jan 27 02:34:28 GMT 2003

• Factory Mutual 1-60 wind, Marten Eddy
• Re: Fw: Plywood Folded Plate Design, vicpeng
• Re: lintel, Nels Roselund, SE
• Fw: lintel, Nels Roselund, SE
• RE: Skid Resistance Concrete Floor, Apaydin,Kurthan,ISTANBUL,Prj.Eng
• RE: Factory Mutual 1-60 wind, Stuart, Matthew
• RE: "Macomber" type joists, Roger Davis
• RE: Bullet-proof concrete, SAJ5
• Invitation for Indian Structural Engineers, Structures Online
• Fire Codes, GSKWY
• CA Exam Takers, Ed Najjarine
• Combination structures per ASCE gdidelines on seismic evaluation & design of petrochemical facilities, Vasu, Ravi
• RE: Fw: Plywood Folded Plate Design, Tom Skaggs
• Re: Fw: Plywood Folded Plate Design, vicpeng
• RE: lintel, Jim Persing
• PVC deterioration, GSKWY
• RE: PVC deterioration, Mark Geoghegan
• RE: Fire Codes, Mark Geoghegan
• REQUEST:PROJECT SUGGESTION PLEASE, Bülent Deveci
• Re: Fire Codes, Albert J. Meyer, Jr.
• Instability of Longitudinal Bars in RC, salete
• Combination of Systems, Javier Encinas

Tue Jan 28 01:11:12 GMT 2003

• Re: Invitation for Indian Structural Engineers, Rbengrguy
• Re: Invitation for Indian Structural Engineers, Rbengrguy
• Re: lintel, vlad
• Re: lintel, vlad
• FEMA 310 Maps MCE & 1 Sec g. Values, Szuchuan Chang
• NEED AN ADVICE, NEmbry64
• RE: NEED AN ADVICE, Tom Bodkin
• RE: NEED AN ADVICE, Jeremy Kuhn
• Re: steep pitched roof diaphragms and sloped shear wall top chords, Gary Hodgson & Associates
• Publication - HELP, Himat Solanki
• wood beam reinforcement, IRV FRUCHTMAN
• Reinforcing existing steel members, Hyndman, Keith
• RE: lintel, Jim Persing
• RE: Publication - HELP, George Richards P.E.
• Re: lintel, Steve Privett
• Reinforcing existing steel members, Roger Turk
• Re: Reinforcing existing steel members, Eric Ober
• Re: Reinforcing existing steel members, Rick . Drake
• RE: Reinforcing existing steel members, Carter, Charlie
• RE: wood beam reinforcement, Nuttall, Davin J.
• Soil Lateral Loading, Adair, Joel
• Anchorage of flexible diaphragms, Dave Adams
• Re: Reinforcing existing steel members, Mark D. Anderson PE
• Re: Soil Lateral Loading, Tripp Howard
• RE: Publication - HELP, Himat Solanki
• Re: REQUEST:PROJECT SUGGESTION PLEASE, IBRAHIM AZIEZ
• Re: Pocket PC, G M
• Floor Boxes, Mike Zaitz
• RE: Soil Lateral Loading, Adair, Joel

Wed Jan 29 00:06:21 GMT 2003

• Re: Pocket PC, Tim Allison
• RE: Publication - HELP, rdonahey%thermomass.com(--nospam--at)pop.business.earthlink.net
• RE: Reinforcing existing steel members, Carter, Charlie
• Instability of Reinforcement, salete
• Re: Anchorage of flexible diaphragms, COEngineer
• RE: Pocket PC, YI
• RE: Reinforcing existing steel members, Christopher Wright
• drilled and epoxied rods, Panos Trochalakis
• Fire ratings to UBC 1997, Mark Geoghegan
• Re: Floor Boxes, Paul Feather
• RE: drilled and epoxied rods, Lutz, James
• Re: lintel, vlad
• Re: lintel, vlad
• Fw: Dual Systems, J+R
• RE: Soil Lateral Loading, Lutz, James
• instability of reinforcement in RC members, salete
• RE: Soil Lateral Loading, Tripp Howard
• RE: Instability of Reinforcement, Gerard Madden, SE
• RE: Reinforcing existing steel members, Carter, Charlie
• Retsining Wall Seismic, lrhauer
• Load Bearing Concrete Walls, Kestner, James W.
• RE: drilled and epoxied rods, Sherman, William
• RE: Soil Lateral Loading, Sherman, William
• test, Ken Peoples
• Re: Soil Lateral Loading, Eric Ober
• RE: Retsining Wall Seismic, Lutz, James
• short double angles, Ken Peoples
• RE: drilled and epoxied rods, Panos Trochalakis
• Re: Soil Lateral Loading, Scott Maxwell
• RE: Reinforcing existing steel members, Christopher Wright
• RE: drilled and epoxied rods, Samir Ghosn
• Reinforcing existing steel members, Michael Hemstad
• RE: drilled and epoxied rods, Scott Maxwell
• Billboards, Alden Manipula, E.I.T.
• RE: lintel, Jim Persing
• RE: drilled and epoxied rods (Samir), Dave Adams
• RE: Soil Lateral Loading, Sherman, William
• Re: Retsining Wall Seismic, Jnapd
• RE: Soil Lateral Loading, Randall H. Collier
• Retaining Wall Seismic II, lrhauer
• RE: drilled and epoxied rods (Samir), Samir Ghosn

Thu Jan 30 00:20:07 GMT 2003

• RE: Retsining Wall Seismic, Steve Widmayer
• Re: REQUEST:PROJECT SUGGESTION PLEASE, harikrishna damera
• RE: Load Bearing Concrete Walls, sacharya
• FW: short double angles, Carter, Charlie
• FW: Reinforcing existing steel members, Carter, Charlie
• Re: drilled and epoxied rods (Samir), COEngineer
• Combination of Systems, Javier Encinas
• Re: short double angles, Rick . Drake
• Re: FW: short double angles, Scott Maxwell
• Re: Appendix B, Robert P. Ross
• RE: FW: short double angles, Carter, Charlie
• Re: seaint Digest for 29 Jan 2003, Rama Rao M.V.
• EBE technique-FEA-help needed, Rama Rao M.V.
• ADAPT BUILDING AND PARKING STRUCTURES DESIGNERS NEWS, Feb 2003, Ellen_ganda
• Corbel w/ high tension force, Georgi Stoyanov
• RE: FW: short double angles, Roger Turk
• Re: Billboards, Himat Solanki
• Re: Combination of Systems, Paul Feather
• Re: RE: Retsining Wall Seismic, lrhauer
• Off Topic - ISDN Internet Connection, M. David Finley, P.E.
• Re: Off Topic - ISDN Internet Connection, Thom Alascio
• Re: Off Topic - ISDN Internet Connection, vlad
• RE: Fire ratings to UBC 1997, Schwan, Martin K.
• Re: FW: short double angles, Himat Solanki
• Seismic Forces on Retaining Walls, Nick Arenson
• Re: Off Topic - ISDN Internet Connection, M. David Finley, P.E.
• RE: Off Topic - ISDN Internet Connection, Gerard Madden, SE
• Reinforcing existing steel members, Michael Hemstad
• RE: FW: short double angles, Christopher Wright
• Dudes: Skatepark Advice Requested, Jan Harris
• RE: Fire ratings to UBC 1997, Mark Geoghegan
• Load Bearing Concrete Walls, Bülent Deveci
• RE: Dudes: Skatepark Advice Requested, George Richards P.E.

Fri Jan 31 00:33:37 GMT 2003

• Re: Fire ratings to UBC 1997, G M
• Re: Retsining Wall Seismic, G M
• Re: Corbel w/ high tension force, Gil Brock
• Proper seismic R factor to be used in concrete design, Lynn
• Re: Off Topic - ISDN Internet Connection, Scott Maxwell
• Dudes: Skatepark Advice Requested, Mark Gilligan
• Dudes: Skatepark Advice Requested, Randall H. Collier
• Re: Seismic Forces on Retaining Walls, lrhauer
• Reinforcing existing steel members, G. Bunkers
• RE: Proper seismic R factor to be used in concrete design, Yousefi, Ben
• Re: Proper seismic R factor to be used in concrete design, Paul Feather
• RE: Proper seismic R factor to be used in concrete design, Brent Koch
• The Pentagon Building Performance Study, Allison Stathos
• FW: Fire ratings to UBC 1997, Carter, Charlie
• temp shoring, Mark Baker
• RE: Fire ratings to UBC 1997, Mark Geoghegan
• Re: Dudes: Skatepark Advice Requested, Stanley E Scholl
• RE: Pocket PC, G M
• RE: Anchorage of flexible diaphragms, Jake Watson
• RE: Pocket PC, YI

Sat Feb 01 00:10:03 GMT 2003

• RE: Dudes: Skatepark Advice Requested, Jan Harris
• RE: Pocket PC, Mitchell J. Sklar
• Scheduling Software, Lester Unger
• Re: Dudes: Skatepark Advice Requested, GSKWY

Mon Feb 03 00:56:02 GMT 2003

• Re: steep pitched roof diaphragms and sloped shear wall top chords, Alexander Sasha Itsekson
• Re: FW: Fire ratings to UBC 1997, GSKWY
• RE: FW: Fire ratings to UBC 1997, Yousefi, Ben
• RE: FW: Fire ratings to UBC 1997, Stuart, Matthew
• Re: FW: Fire ratings to UBC 1997, Paul Feather
• Re: Shear Walls with Sloping Top Plates/Appendix B, Thor Matteson, SE
• RE: Load Bearing Concrete Walls, Jake Watson
• RE: FW: Fire ratings to UBC 1997, Roger Turk
• Emergency request to unsub, Bart Kemper
• Re: Emergency request to unsub, vicpeng
• Re: Emergency request to unsub, Steve Gordin
• Plywood Floor Sheathing Span, richard lewis
• RE: Plywood Floor Sheathing Span, Tom Bodkin
• Re: Plywood Floor Sheathing Span, Mike Perakis
• Re: Plywood Floor Sheathing Span, chuckuc
• Re: Plywood Floor Sheathing Span, John D. Rose

Tue Feb 04 01:13:11 GMT 2003

• Re: notes for Appendix B, Wood Shear Walls, Sloping Top Plates, David Merrick
• Emergency request to unsub, Roger Turk
• Code Comparisons, GSKWY
• Re: FW: Fire ratings to UBC 1997, GSKWY
• Re: notes for Appendix B, Wood Shear Walls, Sloping Top Plates, Thor Matteson, SE
• equipment anchorage, Centraleg
• RE: FW: Fire ratings to UBC 1997, Mark Geoghegan
• Slide Bearings, Brian Spencer
• RE: equipment anchorage, Steve Widmayer
• Re: FW: Fire ratings to UBC 1997, GSKWY
• RE: Slide Bearings, sacharya
• Development of Bundled Bars, Adair, Joel
• Re: Shear Walls with Sloping Top Plates/Appendix B, David Merrick
• New footing beside existing, Will Haynes
• Re: Slide Bearings, Nels Roselund, SE
• Re: Slide Bearings, Nels Roselund, SE
• Shop Drawing Stamp, Gerard Madden, SE
• Re: notes for Appendix B, Wood Shear Walls, Sloping Top Plates, David Merrick
• RE: FW: Fire ratings to UBC 1997, Mark Hickey
• RE: New footing beside existing, Jim Persing
• Models for concrete cover spalling and reinforcement buckling of reinforced concrete, salete
• Author: John E. Englekirk, Dave Adams

Wed Feb 05 00:04:58 GMT 2003

• RE: Author: John E. Englekirk, Michael Bryson
• RE: Author: John E. Englekirk, Dave Adams
• Re: Author: John E. Englekirk, Paul Feather
• RE: Author: John E. Englekirk, ESuk
• AISC LRFD Bearing Strength at Bolt Holes, Rick Burch
• Re: New footing beside existing, Stanley E Scholl
• [no subject], dileep Kulkarni
• structural tubing, Puebla Raul
• Re: structural tubing, Murat Turk
• Re: structural tubing, Himat Solanki
• Re: FW: Fire ratings to UBC 1997, GSKWY
• RE: Shop Drawing Stamp, Vance Grover
• Appendix B and sloping shear wall top chords, Thor Matteson, SE
• RE: AISC LRFD Bearing Strength at Bolt Holes, HEATH MITCHELL
• Latex modified comcrete, Ken Johnson
• Re: tank cracking, Christopher Wright
• Re: AISC LRFD Bearing Strength at Bolt Holes, David Sharp
• RE: Shop Drawing Stamp, Paul Crocker
• RE: Shop Drawing Stamp, Roger Davis
• Re: Tank Cracking, Richard M. Beldyk, P.E., CPEng
• Re: equipment anchorage, Richard Hess
• RE: AISC LRFD Bearing Strength at Bolt Holes, HEATH MITCHELL
• RE: Appendix B and sloping shear wall top chords, sacharya

Thu Feb 06 00:34:02 GMT 2003

• RE: structural tubing, Mark Hickey
• laminated or double glass modeling, Ahmed Khalil
• Re: Appendix B and sloping shear wall top chords, LEDSTRUCTURES
• Re: Appendix B and sloping shear wall top chords, Cratylus Consulting Group
• Re: laminated or double glass modeling, vicpeng
• Granite Artwork - need anchorage advice, Dennis Wish
• Porous Claddings, Himat Solanki
• Re: FW: Fire ratings to UBC 1997, Joe Fabregas
• Re: FW: Fire ratings to UBC 1997, GSKWY
• Re: seaint Digest for 2 Feb 2003, Claret Heider
• Re: Porous Claddings, vicpeng
• Re: seaint Digest for 2 Feb 2003, vicpeng
• Re: seaint Digest for 2 Feb 2003, Scott Maxwell
• Re: Granite Artwork - need anchorage advice, Scott Maxwell
• Fw:, Rand Holtham, Sigma Engineers
• Concrete set acceleration leading to cracking, Tom Higgins
• RE: Concrete set acceleration leading to cracking, Lutz, James
• UBC & ASCE 7 Requirements, Jay Zadeh
• Re: UBC & ASCE 7 Requirements, Paul Feather
• Re: Concrete set acceleration leading to cracking, Daryl Richardson
• Re: Granite Artwork - need anchorage advice, Nels Roselund, SE
• Registered Agent in SC, Ken Peoples
• Single Plate Connections, Eric Ober
• 2002 Accumulative Supplement to IBC, Tim Hull
• Re: Single Plate Connections, Eric Ober
• modeling of composite panels, Ahmed Khalil
• RE: modeling of composite panels, Gerard Madden, SE
• Re: UBC & ASCE 7 Requirements, Randy Russ

Fri Feb 07 00:31:13 GMT 2003

• lag screw and bolt values for steel to wood connections, Pat Clark
• Clamping & Friction of Wood, Gerard Madden, SE
• RE: lag screw and bolt values for steel to wood connections, Gerard Madden, SE
• Checklists and Rules of Thumb, Lester Unger
• Re: Registered Agent in SC, Rick Burch
• Re: Clamping & Friction of Wood, Scott Maxwell
• Re: modeling of composite panels, vicpeng
• Re: Clamping & Friction of Wood, vicpeng
• Re: lag screw and bolt values for steel to wood connections, Pat Clark
• Beam crack at support, Andrew Mifsud A&CE
• RE: Granite Artwork, Dennis Wish
• RE: Registered Agent in SC, Jan Harris
• Re: Clamping & Friction of Wood, Nels Roselund, SE
• ASCE 7, Wind Loads on Outside Piping, Jay Zadeh
• RE: Beam crack at support, Jake Watson
• Re: Clamping & Friction of Wood, Thor Matteson, SE
• Re: Registered Agent in SC, Steve Privett
• Re: Registered Agent in SC, Ken Peoples
• Re: Registered Agent in SC, Ken Peoples
• RE: Beam crack at support, Scott Maxwell
• RE: Sloped Roof Diaphragm Discussion, Tom Skaggs
• Re: Registered Agent in SC, M. David Finley, P.E.
• RE: Beam crack at support, Kestner, James W.
• TS column embedded in cmu wall, Dennis Pradere
• natural frequency of an antenna mounted on a 5 foot pole, Tom Mabry
• Re: TS column embedded in cmu wall, D. Woodham
• Re: TS column embedded in cmu wall, Jnapd
• RE: TS column embedded in cmu wall, Kestner, James W.
• Re: natural frequency of an antenna mounted on a 5 foot pole, jccpc
• Curing of Concrete Slabs, Paul Feather
• Re: Concrete set acceleration leading to cracking, Tom Higgins
• RE: Curing of Concrete Slabs, Dave Adams
• RE: natural frequency of an antenna mounted on a 5 foot pole, Eric Green

Sat Feb 08 00:12:17 GMT 2003

• RE: TS column embedded in cmu wall, Duane Siegfried
• Re: Curing of Concrete Slabs, GSKWY
• Re: natural frequency of an antenna mounted on a 5 foot pole, Daryl Richardson
• Grade 40 #8 rebar, Mark Geoghegan
• Re: natural frequency of an antenna mounted on a 5 foot pole, Richard M. Beldyk, P.E., CPEng
• RE: Grade 40 #8 rebar, Sherman, William
• Re: Sloped Roof Diaphragm Discussion/ APA wish list, Rick Burch
• RE: Curing of Concrete Slabs, Scott Maxwell
• Re: TS column embedded in cmu wall, Scott Maxwell
• Grade 40 #8 rebar, Roger Turk
• Re: Granite Artwork - need anchorage advice, David Merrick

Sun Feb 09 12:56:17 GMT 2003

• Concrete Sounding, Mitchell J. Sklar
• Re: Grade 40 #8 rebar, Cratylus Consulting Group
• Re: Grade 40 #8 rebar, Cratylus Consulting Group

Mon Feb 10 03:17:51 GMT 2003

• RE: Grade 40 #8 rebar, Mark Geoghegan
• Re: seaint Digest for 6 Feb 2003, Claret Heider
• AISC Seismic Provisions and NASCC, Carter, Charlie
• sloped roof diaphragms, Rand Holtham, Sigma Engineers
• RE: AISC Seismic Provisions and NASCC, Bill Allen
• Dynacadd, jccpc
• Re: Grade 40 #8 rebar, Rodriguez, Marlou
• RE: Concrete Sounding, Paul Crocker
• Re: Grade 40 #8 rebar, Cratylus Consulting Group
• FW: Interstitial Floor, Peter Griem
• SE Fees for Building, Hari A
• RE: SE Fees for Building, Jan Harris
• RE: SE Fees for Building, Puskas, David

Tue Feb 11 00:10:52 GMT 2003

• RE: Concrete Sounding, Mitchell J. Sklar
• RE: Concrete Sounding, Mark Geoghegan
• Re: Concrete Sounding, GSKWY
• Tall Chimneys, J. Taylor
• Re: Tall Chimneys, Cratylus Consulting Group
• Re: FW: Interstitial Floor, Scott Maxwell
• RE: SE Fees for Building, Keith Fix
• RE: SE Fees for Building, Mark Geoghegan
• Re: SE Fees for Building, vicpeng
• Re: Tall Chimneys, Nels Roselund, SE
• Old Built-up Member, Jonathan Mallard
• RE: Concrete Sounding, Paul Crocker
• RE: SE Fees for Building, Jake Watson
• Re: Concrete Sounding, GSKWY
• RE: AISC Seismic Provisions and NASCC, Jake Watson
• RE: AISC Seismic Provisions and NASCC, Peter Griem
• Re: Concrete Sounding, Roger Turk
• RE: AISC Seismic Provisions and NASCC, Rick . Drake
• X-Bracing, RainCat1
• Re: Concrete Sounding, GSKWY
• Re: SE Fees for Building, Abe Knapp
• Re: X-Bracing, Simon
• Re: X-Bracing, ESuk
• RE: X-Bracing, Greg Meyer
• Re: SE Fees for Building, Keith Fix
• Re: X-Bracing/ Simon, RainCat1
• RE: SE Fees for Building, Caldwell, Stan
• RE: X-Bracing, ESuk
• Re: X-Bracing/ Simon, Simon
• Re: SE Fees for Building, TanerJ
• Re: X-Bracing/ Simon, Eric Ober
• Re: SE Fees for Building, vicpeng
• Re: Old Built-up Member, Stanley E Scholl
• Re: X-Bracing, Mlcse
• RE: X-Bracing, Christopher Wright
• RE: SE Fees for Building, Caldwell, Stan

Wed Feb 12 00:12:52 GMT 2003

• RE: SE Fees for Building, Keith Fix
• X-Bracing, bulentdeveci
• RE: X-Bracing, Dave Adams
• Electronic Data Interchange&CIS/2, brian stanley
• Re: SE Fees for Building, Aswin Rangaswamy
• RE: X-Bracing/ Simon, Dave Adams
• Overhead anchors, Sherman, William
• RE: Overhead anchors, Brian Tarantino
• Re: Overhead anchors, THunt
• RE: Overhead anchors, Roger Davis
• Re: Overhead anchors, D. Woodham
• Re: Overhead anchors, Nels Roselund, SE
• RE: Overhead anchors, Ray Pixley
• Fw: Overhead anchors, Richard Fennell
• Re: seaint Digest for 11 Feb 2003, Robert P. Ross
• loadings associated with sea conditions, Ken Peoples
• Re: Overhead anchors, Forrest Braun
• Re: Overhead anchors, Cratylus Consulting Group
• Historic Texts on Structure, David Sharp
• RE: Historic Texts on Structure, Brian Spencer
• Historic engineering books, HBAP
• Re: loadings associated with sea conditions, THunt
• Re: loadings associated with sea conditions, Daryl Richardson
• Re: Overhead anchors, Daryl Richardson
• RE: loadings associated with sea conditions, Mateusz Podskarbi
• Re: Historic Texts on Structure, Eldon Strasheim
• RE: Historic Texts on Structure, Kestner, James W.
• RE: Historic Texts on Structure, Caldwell, Stan
• Re: Overhead anchors, Cratylus Consulting Group
• Re: Historic Texts on Structure, Ken Peoples

Thu Feb 13 00:03:06 GMT 2003

• Site soil report response spectra and API 650 Appendix E, Robert M. Hanson
• Re: Historic Texts on Structure, ADFPE
• Re: loadings associated with sea conditions, Mark D. Anderson PE
• Fw: sloped roof diaphragms, Rand Holtham, Sigma Engineers
• RE: Historic Texts on Structure, Mark Geoghegan
• Re: Historic Texts on Structure, Mark Geoghegan
• Historic engineering books, HBAP
• RE: Site soil report response spectra and API 650 Appendix E, Ron Hill
• RE: Site soil report response spectra and API 650 Appendix E, Lutz, James
• Re: Historic Texts on Structure, Stanley E Scholl
• IRC - Cantilever Floor, AnconAssoc
• Re: loadings associated with sea conditions, G Vishwanath
• looking for 1.00" diameter rivets, Hyndman, Keith
• AutoCAD to Pro-E?, Ken Peoples
• Re: AutoCAD to Pro-E?, Paul Feather
• RE: AutoCAD to Pro-E?, Jake Watson
• masonrywall, imran khan
• Re: Historic Texts on Structure, Mark Ketchum
• RE: SE Fees for Building, Jake Watson
• RE: seaint Digest for 12 Feb 2003, Cain, William
• RE: Historic Texts on Structure, David Merrick
• Concrete Connections, Bill Marczewski
• Structural steel end-plate moment connection question, Clifford Schwinger
• RE: Structural steel end-plate moment connection question, Yousefi, Ben
• RE: Structural steel end-plate moment connection question, Francois Rambau
• RE: Structural steel end-plate moment connection question, Kestner, James W.
• RE: Structural steel end-plate moment connection question, Gerard Madden, SE
• Re: Structural steel end-plate moment connection question, Rick . Drake
• Historic Texts on Structure, AWC Info
• RE: SE Fees for Building, Caldwell, Stan
• Re: Structural steel end-plate moment connection question, Clifford Schwinger
• Re: SE Fees for Building, GSKWY

Fri Feb 14 00:55:13 GMT 2003

• Re: Structural steel end-plate moment connection question, vicpeng
• Re: Structural steel end-plate moment connection question, MSSROLLO
• RE: Structural steel end-plate moment connection question, Gunnar Hafsteinn Isleifsson
• Re: AutoCAD to Pro-E?, Tahir Qureshi, PE
• Re: masonrywall, Will Haynes
• Beam Bearing on Column, Mike Zaitz
• RE: Beam Bearing on Column, Brian Tarantino
• MASONRY WALLS, Rand Holtham, Sigma Engineers

Sat Feb 15 12:29:49 GMT 2003

• Re: SE Fees for Building, Vijay Patil
• Re: SE Fees for Building, Daryl Richardson

Sun Feb 16 02:59:09 GMT 2003

• concrete placement near construction, Drew Morris
• Re: concrete placement near construction, Scott Maxwell
• Textile roofs wind loads, José Antonio González Meijide
• Re: Textile roofs wind loads, GSKWY
• Re: concrete placement near construction, ADFPE

Mon Feb 17 04:18:55 GMT 2003

• Dennis Wish, Steve Gordin
• RE: Dennis Wish and email problems, nmoore(--nospam--at)innercite.com
• REQUEST FOR TESTS ON AUTOCLAVED AERATED CONCRETE, harikrishna damera
• Re: REQUEST FOR TESTS ON AUTOCLAVED AERATED CONCRETE, Chris Lillback
• Overhead anchors, Silva John (sj)
• Re: REQUEST FOR TESTS ON AUTOCLAVED AERATED CONCRETE, GSKWY
• Re: REQUEST FOR TESTS ON AUTOCLAVED AERATED CONCRETE, Walter Sheen
• Re: Overhead anchors, Paul Feather
• Etiquette, Caldwell, Stan
• Re: Etiquette, GSKWY
• RE: Etiquette, Glenn Otto
• RE: Etiquette, Gerard Madden, SE
• Re: Etiquette, desi j kiss
• RE: Etiquette, Padmanabhan Rajendran
• RE: Overhead anchors, Silva John (sj)
• CA Stamp /Seal Referral, Bill Marczewski
• RE: Concrete Connections, Michael Bryson
• Re: Etiquette, Paul Feather
• RE: CA Stamp /Seal Referral, Vance Grover

Tue Feb 18 01:17:23 GMT 2003

• Re: Etiquette, Padmanabhan Rajendran
• Re: Etiquette, Cratylus Consulting Group
• Re: CA Stamp /Seal Referral, Scott Maxwell
• Commonest Grades for Steel Sections, Richard Collins
• sarcasm, Andrew D. Kester
• RE: CA Stamp /Seal Referral, Paul Crocker
• RE: Etiquette, Caldwell, Stan
• Re: Etiquette, John MacLean
• 22H7 joist capacity needed, Ken Peoples
• RE: 22H7 joist capacity needed, Hyndman, Keith
• RE: 22H7 joist capacity needed, Stuart, Matthew
• RE: 22H7 joist capacity needed, Hyndman, Keith
• RE: 22H7 joist capacity needed, Roger Davis
• Crack control for swimming pool., Bill Marczewski
• Re: Etiquette, GSKWY
• Re: Crack control for swimming pool., GSKWY
• Re: Crack control for swimming pool., Daryl Richardson
• Re: Etiquette, Ken Peoples
• Re: Crack control for swimming pool., BCainse
• Re: Crack Control for Swimming Pool, GSKWY
• Crack control for swimming pool., Roger Turk
• Hydronic Heating in Topping Slab, Kestner, James W.
• Traction Elevators, Kestner, James W.
• RE: Crack control for swimming pool., Caldwell, Stan
• Re: Hydronic Heating in Topping Slab, Forrest Braun
• Re: Crack control for swimming pool., THunt

Wed Feb 19 01:28:35 GMT 2003

• Hydronic Heating in Topping Slab, Kestner, James W.
• Pedestrian Bridge, Randy Diviney
• Pedestrian Bridge, Roger Turk
• Re: Pedestrian Bridge, Scott Maxwell
• RE: Pedestrian Bridge, John Sieszycki
• Re: Pedestrian Bridge, Daryl Richardson
• Re: Pedestrian Bridge, M. David Finley, P.E.
• Re: Hydronic Heating in Topping Slab, jccpc
• HSS and FEMA 350, Rob Still
• RE: Pedestrian Bridge, Speck, Todd M
• Re: HSS and FEMA 350, THunt
• RE: HSS and FEMA 350, Carter, Charlie
• RE: Pedestrian Bridge, Ye Zhou
• Need ASME Code person, Ken Peoples
• RE: oversized beams, Amal . Tamim
• RE: HSS and FEMA 350, Keith Fix

Thu Feb 20 00:21:47 GMT 2003

• RE: HSS and FEMA 350, Carter, Charlie
• Re: Need ASME Code person, Christopher Wright
• Re: Pedestrian Bridge, Mitchell J Sklar
• RE: Pedestrian Bridges, Andrew D. Kester
• Re: Pedestrian Bridge, M. David Finley, P.E.
• Wind Loads, Andrew D. Kester
• wind engineering research, Andrew D. Kester
• RE: Pedestrian Bridge, Mueller, Oliver
• RE: Wind Loads, Kestner, James W.
• RE: HSS and FEMA 350, Keith Fix
• Wind Loads, Roger Turk
• RE: Crack control for swimming pool., Sherman, William
• RE: Wind Loads, Keith Fix
• RE: HSS and FEMA 350, Carter, Charlie
• Millenium Bridge - RE: Pedestrian Bridges, Ed . Haninger
• Re: Wind Loads, Tripp Howard
• fire resistance ratings, D. Woodham
• RE: Traction Elevators, Paul Crocker

Fri Feb 21 02:34:54 GMT 2003

• RE: Wind Loads, Scott Maxwell
• Back online, Dennis Wish
• concrete resistant to ferrous sulfate, Ken Peoples
• Re: Traction Elevators, Eric Ober
• Web-cast Seminar - Cold-Formed Steel Truss Design, LGSEA
• Re: concrete resistant to ferrous sulfate, Ken Johnson
• Re: concrete resistant to ferrous sulfate, Jay Shilstone
• wind loads II, Andrew D. Kester
• Re: concrete resistant to ferrous sulfate, Daryl Richardson
• Re: wind loads II, Bob Ross
• Re: Wind Loads, THunt
• X ray Rebars, Sonsur
• Grouting the base plates, Reza Dashti
• Re: Grouting the base plates, THunt
• Re: X ray Rebars, GSKWY
• Pedestrian Bridge, Bulent
• RE: X ray Rebars, Mark Geoghegan
• Re: Pedestrian Bridge, M. David Finley, P.E.
• RE: wind loads II, Caldwell, Stan

Sat Feb 22 04:09:01 GMT 2003

• RE: Millenium Bridge - RE: Pedestrian Bridges, raul labbe
• Interaction diagram, kamal aghbal
• Re: Grouting the base plates, Nacionales Alex

Sun Feb 23 00:44:21 GMT 2003

• Re: Grouting the base plates, Ken Johnson
• Snow Density, AnconAssoc
• Re: Snow Density, Daryl Richardson
• Re: Snow Density, jccpc
• Snow Density, Roger Turk
• Interaction diagram, kamal aghbal

Mon Feb 24 00:04:30 GMT 2003

• RE: Commonest Grades for Steel Sections, Carter, Charlie
• ASD Wind - Stress Increase, Tim Campbell
• Snow Density -FYI, AnconAssoc
• RE: Snow Density -FYI, Stuart, Matthew
• RE: Interaction diagram, Stuart, Matthew
• Re: Interaction diagram, Himat Solanki
• Re: Pedestrian Bridge, Mueller, Oliver
• RE: ASD Wind - Stress Increase, Sherman, William
• Interaction diagram, Allan Bommer
• RE: Pedestrian Bridge, Speck, Todd M
• Calculations of Base Shear, Jenkins Engineering, Inc.
• March 4 Webcast Seminar for LGSEA - Design of CFS Trusses, Dennis Wish
• Re: Calculations of Base Shear, Alper Ucak
• RE: Calculations of Base Shear, Berair, Tarik

Tue Feb 25 01:54:39 GMT 2003

• Old Joist, Brian K. Smith
• Subject: Calculations of Base Shear, Mark Gilligan
• Re: Old Joist, Forrest Braun
• Masonry fireplaces and chimneys, Fp calcs, Thor Matteson, SE
• Re: Pedestrian Bridge, Bulent
• Re: Masonry fireplaces and chimneys, Fp calcs, Nels Roselund, SE
• Torsional Constant, Nels Roselund, SE
• Recall: Web-cast Seminar - Cold-Formed Steel Truss Design, Randall H. Collier
• RE: Subject: Calculations of Base Shear, Sherman, William
• Re: Torsional Constant, Christopher Wright
• Re: Masonry fireplaces and chimneys, Fp calcs, Samir Ghosn
• RE: Torsional Constant, Scott, William N.
• Circular Concrete tank, richard lewis
• RE: Masonry fireplaces and chimneys, Fp calcs, Barry H. Welliver
• RE: Masonry fireplaces and chimneys, Fp calcs, sacharya
• RE: Old Joist, Hyndman, Keith
• ASD Torsion, J+R
• wind, Michael Hemstad
• Message Recall Failure: Recall: Web-cast Seminar - Cold-Formed Steel Truss Design, Ron Hill

Wed Feb 26 00:08:20 GMT 2003

• RE: Torsional Constant, Carter, Charlie
• RE: Circular Concrete tank, Lutz, James
• a frame shoring, Mark Baker
• RE: ASD Torsion, Carter, Charlie
• Re: Torsional Constant, Eric Ober
• Re: Masonry fireplaces and chimneys, Fp calcs, Cratylus Consulting Group
• RE: Quonset Hut, Peieng5590
• RE: Masonry fireplaces and chimneys, Fp calcs, Bill Marczewski
• Re: ASD Torsion, Scott Maxwell
• RE: Torsional Constant, Gerard Madden, SE
• RE: Old Joist, Brian K. Smith
• Flat Slab Bridge, M. David Finley, P.E.
• Re: Old Joist, ARVIND BISARYA
• Re: Circular Concrete tank, Daryl Richardson
• AISC Requests information on Seismic Steel Moment Connections, Hewitt, Chris
• Re: Subject: Calculations of Base Shear, Min Young Park
• Re: Snow Density -FYI, Paul Ransom
• Re: Torsional Constant, Scott Maxwell
• Re: Quonset Hut, Drew Morris
• X-Bracing, Bulent Deveci
• X-Bracing, Bulent Deveci
• RE: Snow Density -FYI, Stuart, Matthew
• RE: Quonset Hut, Roger Davis
• RE: Flat Slab Bridge, Jonathan Mallard
• Torsional Constant, Roger Turk
• RE: Quonset Hut, Roger Turk
• RE: Flat Slab Bridge, Mueller, Oliver
• Re: Flat Slab Bridge, M. David Finley, P.E.
• Re: Torsional Constant, Nels Roselund, SE
• Re: Message Recall Failure: Recall: Web-cast Seminar - Cold-Formed SteelTruss Design, Daryl Richardson
• Re: a frame shoring, Mark D. Anderson PE
• Correcting out of level wood frame structures (was: a frame shoring), jccpc
• RE: Correcting out of level wood frame structures (was: a frame s horing), Yousefi, Ben
• RE: Correcting out of level wood frame structures (was: a frame s horing), Tom Bodkin
• Microstation PowerDraft, M. David Finley, P.E.
• Re: Correcting out of level wood frame structures, jccpc
• Re: Correcting out of level wood frame structures, Bob Ross
• Fwd: Re: Building Codes/US Supreme Court, Christopher Wright
• RE: Quonset Hut, David Merrick
• RE: Correcting out of level wood frame structures, Paul Crocker

Thu Feb 27 00:00:06 GMT 2003

• RE: Torsional Constant - WLB of plate, sacharya
• RE: Re: Building Codes/US Supreme Court, George Richards P.E.
• RE: Re: Building Codes/US Supreme Court, Carter, Charlie
• Re: Torsional Constant - WLB of plate, Nels Roselund, SE
• RE: Re: Building Codes/US Supreme Court, Scott Maxwell
• RE: wind, Sherman, William
• RE: wind, Scott Maxwell
• Re: wind, THunt
• RE: wind, Dickey, David
• RE: wind, Sherman, William
• Re: Building Codes/US Supreme Court, Dennis Wish
• Differential temperature effect, Bulent Deveci
• CMU wall design for out-of-plane loads, Kenny Yip
• RE: Differential temperature effect, Lutz, James
• Re: a frame shoring, Mark Baker
• Re: Differential temperature effect, Bulent Deveci
• RE: Building Codes/US Supreme Court, Effland, Greg
• Re: Correcting out of level wood frame structures, jccpc
• Re: Differential temperature effect, THunt
• Re: a frame shoring, jccpc
• Re: Flat Slab Bridge, Daryl Richardson
• RE: Flat Slab Bridge, Frieberg, Lee
• RE: Differential temperature effect, Lutz, James
• Re: Differential temperature effect, Arturo Martinez
• Flat Slab Bridge, Michael L. Hemstad
• FF/FL flatness testing for concrete, MSSROLLO
• ASD and T's, Jake Watson
• Re: Differential temperature effect, SAP
• Damaged concrete wall, Bill Marczewski
• Re: Differential temperature effect, Bulent
• plywood fastener deformation en, David Merrick
• RE: Differential temperature effect, Lutz, James
• Re: ASD and T's, Rick . Drake

Fri Feb 28 00:16:52 GMT 2003

• Re: FF/FL flatness testing for concrete, Clifford Schwinger
• Re: ASD and T's, Davis Parsons
• RE: Differential temperature effect, Lutz, James
• Re: Masonry fireplaces and chimneys, Fp calcs, Ray Shreenan
• Re: Correcting out of level wood frame structures, Nels Roselund, SE
• 97 ubc / 00 ibc, da
• Re: plywood fastener deformation en, da
• Re: 97 ubc / 00 ibc, Scott Maxwell
• cable x-bracing?, kcasano
• reaction on columns of space truss, raju mantripragada
• Re: 97 ubc / 00 ibc, Eric Ober
• Re: Correcting out of level wood frame structures, jccpc
• Re: ASD and T's, SAJ5
• RE: plywood fastener deformation en, Francisco Duarte
• RE: 97 ubc / 00 ibc, Jake Watson
• Re: Building Codes/US Supreme Court, Scott Maxwell
• Re: 97 ubc / 00 ibc, Scott Maxwell
• RE: ASD and T's, Carter, Charlie
• Re: Differential temperature effect, Bulent Deveci
• RE: Differential temperature effect, Lutz, James
• Re: plywood fastener deformation en, John D. Rose
• NJ Stair and railing loadings, Ken Peoples
• section 1633.2.9 (3) / masonry veneer, PFFEI

Sat Mar 01 00:36:01 GMT 2003

• Re: section 1633.2.9 (3) / masonry veneer, Scott Maxwell
• Differential temperature effect, Bulent
• Re: Differential temperature effect, GSKWY
• Differential temperature effect, Bulent Deveci
• Getting Wind Load Criteria, Bobby Jenkins, PE
• Re: Getting Wind Load Criteria, Scott Maxwell
• Getting Wind Load Criteria, Bobby Jenkins, PE
• Re: Getting Wind Load Criteria, Forrest Braun

Sun Mar 02 00:44:48 GMT 2003

• Getting Wind Load Criteria, Mark Gilligan
• Re: Getting Wind Load Criteria, Scott Maxwell
• cable x-bracing, Jake Watson

Mon Mar 03 13:29:47 GMT 2003

• SE Review workshops in LA and SF areas, StructuralReview
• Re: Getting Wind Load Criteria, Tripp Howard
• Re: FF/FL flatness testing for concrete, MSSROLLO
• Weak Axis Bending of Channels, Michael Bryson
• RE: Weak Axis Bending of Channels, Carter, Charlie
• Slab on grade Crack repairs, Ed Najjarine
• Re: Slab on grade Crack repairs, Ken Johnson
• RE: Slab on grade Crack repairs, Ed Najjarine
• Re: Slab on grade Crack repairs, GSKWY
• RE: Slab on grade Crack repairs, Lutz, James
• RE: Slab on grade Crack repairs, Gerard Madden, SE
• Re: Slab on grade Crack repairs, Ken Johnson
• Steel Pan Stairs, Rand Holtham, Sigma Engineers
• RE: Slab on grade Crack repairs, Ed Najjarine

Tue Mar 04 00:11:10 GMT 2003

• RE: Steel Pan Stairs, Bill Allen
• Redundancy & Robustness - Do you have pictures?, Carter, Charlie
• Re: cable x-bracing?, Nels Roselund, SE
• Re: Slab on grade Crack repairs, Bogdan Dumitrascu
• Highway bridges, milad mosbah
• RE: Steel Pan Stairs, Lowen, Dave
• Re: Redundancy & Robustness - Do you have pictures?, Padmanabhan Rajendran
• RE: Redundancy & Robustness - Do you have pictures?, Mueller, Oliver
• RE: Steel Pan Stairs, Roger Davis
• Rebar placing drawings, Sherman, William
• North Carolina Code, GSKWY
• RE: Rebar placing drawings, Bruce Holcomb
• Re: Redundancy & Robustness - Do you have pictures?, jccpc
• RE: North Carolina Code, David A. Fanella
• RE: Steel Pan Stairs, Vance Grover
• RE: Rebar placing drawings, Lutz, James
• Structure Reuse, Hewitt, Chris
• RE: Rebar placing drawings, Bill Marczewski
• RE: Slab on grade Crack repairs, Bill Marczewski
• RE: Slab on grade Crack repairs, Mark Geoghegan
• Re: cable x-bracing?, Daryl Richardson
• RE: Slab on grade Crack repairs, Bill Marczewski
• RE: Redundancy & Robustness - Do you have pictures?, Silva John (sj)
• RE: Structure Reuse, Bob Shaw
• Residential Cantilevered Retaining Walls., Bill Marczewski
• Re: Residential Cantilevered Retaining Walls., Jnapd
• RE: Slab on grade Crack repairs, Mark Geoghegan
• RE: Residential Cantilevered Retaining Walls., Mark Miller
• RE: Residential Cantilevered Retaining Walls., Lutz, James
• RE: Slab on grade Crack repairs, Ed Najjarine
• RE: Structure Reuse, Mark Geoghegan
• RE: Residential Cantilevered Retaining Walls., David A. Fanella
• Re: Steel Pan Stairs, Rand Holtham, P.E., Sigma Engineers
• RE: Slab on grade Crack repairs, Mark Geoghegan
• RE: Residential Cantilevered Retaining Walls., Bill Allen
• RE: Residential Cantilevered Retaining Walls., Nuttall, Davin J.

Wed Mar 05 00:38:54 GMT 2003

• CMU Wall Design for Out-of-Plane Loads, Kenny Yip
• RE: Slab on grade Crack repairs, Bill Marczewski
• Question regarding laminate glass, tay yak hong
• Re: Highway bridges, Ozturk OZGUR
• Re: Question regarding laminate glass, Walter Sheen
• OSB Sheathed Truss, rlewistx
• RE: Residential Cantilevered Retaining Walls., Mark Miller
• Re: Residential Cantilevered Retaining Walls., LEDSTRUCTURES
• FW: CMU Wall Design for Out-of-Plane Loads, LaCount, Curt
• RE: Residential Cantilevered Retaining Walls., Bill Allen
• RE: CMU Wall Design for Out-of-Plane Loads, Kenny Yip
• RE: Residential Cantilevered Retaining Walls., Bill Marczewski
• Re: OSB Sheathed Truss, Mark D. Anderson PE
• RE: OSB Sheathed Truss, Peter James
• TM5-1300, Peter
• Structure Reuse, Michael Hemstad
• Re: CMU Wall Design for Out-of-Plane Loads, Scott Maxwell
• Re: Question regarding laminate glass, vicpeng

Thu Mar 06 03:16:05 GMT 2003

• Re: Question regarding laminate glass, Stanley E Scholl
• UBC slab on ground, Marten Eddy
• RE: Flat Slab Bridge, Duane Siegfried
• Re: Slab on grade Crack repairs, GSKWY
• RE: TM5-1300, Foy, Warren
• approach slab, Puebla Raul
• approach slab, Roger Turk
• RE: UBC slab on ground, David A. Fanella
• RE: approach slab, Puebla Raul
• RE: approach slab, Jonathan Mallard
• Timber Bulkhead Design References, Tripp Howard
• Aerated concrete block, jccpc
• RE: UBC slab on ground, THunt
• AASHTO truck loading, Mete Baykır
• RE: Aerated concrete block, David A. Fanella
• RE: AASHTO truck loading, Jonathan Mallard
• RE: Torsional Constant, Arvind Salecha
• RE: AASHTO truck loading, sacharya
• RE: AASHTO truck loading, Pilarski, Paul
• RE: Slab on grade Crack repairs, Ed Najjarine
• RE: AASHTO truck loading, Roger Turk
• auger cast piles, ADC Engineering
• Re: auger cast piles, Chung-Soo Doo
• RE: Timber Bulkhead Design References, Pat Symons
• Re: Slab on grade Crack repairs, GSKWY
• Slurry cast v Auger cast Piles, Eric Green
• RE: Slab on grade Crack repairs, Stuart, Matthew
• RE: Slab on grade Crack repairs, Ed Najjarine
• RE: auger cast piles, Ron Hill
• Log Beams and Posts., Tim Spengler
• Re: TM5-1300, Peter
• RE: 4x4 southern pine wood post design, Brian K. Smith
• RE: auger cast piles, Bill Marczewski
• RE: Slab on grade Crack repairs, Eric Green
• Re: Residential Cantilevered Retaining Walls., ECVAl3
• Re: 4x4 southern pine wood post design, Bruce Pooley
• RE: Slab on grade Crack repairs, Bill Marczewski

Fri Mar 07 03:05:36 GMT 2003

• RE: Slab on grade Crack repairs, Ed Najjarine
• TJI pro/150, Ahcene Djebli
• RE: 4x4 southern pine wood post design, Ron Hill
• IBC 2000 & AISC Seismic Provisions, HEATH MITCHELL
• RE: 4x4 southern pine wood post design, James L Dancer
• 4x4 southern pine wood post design, Ron Hill
• Re: IBC 2000 & AISC Seismic Provisions, Scott Maxwell
• RE: TJI pro/150, Brian Tarantino
• Re: Aerated concrete block, Gary Hodgson & Associates
• Re: TJI pro/150, Nels Roselund, SE
• RE: TJI pro/150, Barry H. Welliver
• 1/2" or 5/8" SS machine bolts, Ken Peoples
• Re: Slurry cast v Auger cast Piles, THunt
• RE: Aerated concrete block, Adair, Joel
• Re: Aerated concrete block, M. David Finley, P.E.
• Collector Elements, Kestner, James W.
• RE: IBC 2000 & AISC Seismic Provisions, HEATH MITCHELL
• Re: auger cast piles, Chung-Soo Doo
• RE: IBC 2000 & AISC Seismic Provisions, HEATH MITCHELL
• RE: IBC 2000 & AISC Seismic Provisions, Scott Maxwell
• RE: Timber Bulkhead Design References, Tripp Howard
• Precast Concrete Topping Slab Design, Brian M. Spencer
• RE: 1/2" or 5/8" SS machine bolts, Armijo, John J (PWCSD 420)
• RE: Precast Concrete Topping Slab Design, David A. Fanella
• 4x4 southern pine wood post design, AWC Info
• Re: Steel-Detail: 1/2" or 5/8" SS machine bolts, David Sharp
• Re: Aerated concrete block, jccpc
• RE: Slurry cast v Auger cast Piles, Eric Green
• RE: Precast Concrete Topping Slab Design, David A. Fanella
• Concrete Diaphragm, Kestner, James W.
• Log Beams and Posts, AWC Info
• RE: 4x4 southern pine wood post design, Eric Green
• RE: IBC 2000 & AISC Seismic Provisions, Roger Turk
• Re: Aerated concrete block, GSKWY

Sat Mar 08 00:04:42 GMT 2003

• Nail slip in plywood LRFD vs UBC, David Merrick
• Re: 1/2" or 5/8" SS machine bolts, Christopher Wright
• RE: auger cast piles, ADC Engineering
• OSHA 40-Hour Health and Safety Training Course for Contaminated S ites, Stuart, Matthew
• Missing Errata. CBC 2001 effective Nov. 2002, David Merrick
• RE: Nail slip in plywood LRFD vs UBC, Bill Allen
• Thick Concrete Walls, no non-linear EQ dissipation., David Merrick
• Re: Aerated concrete block, Stanley E Scholl

Sun Mar 09 21:35:30 GMT 2003

• Photos of amazing structures, Clifford Schwinger

Mon Mar 10 02:04:49 GMT 2003

• Elevated concrete slab cracking, Albert J. Meyer, Jr.
• Re: Photos of amazing structures, Daryl Richardson
• Free Lime, Vijay Patil
• Re: Free Lime, Daryl Richardson
• RE:Free Lime, Mark Gilligan
• Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Szuchuan Chang
• Re: Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, GSKWY
• RE: Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Ron Hill
• wood posts & joists, Andrew D. Kester
• who is an expert?, Andrew D. Kester
• Resize (Reduce) Pictures, Bitmap, Meta,, Roger Turk
• Long Beach CA -- March 10, 1933, Nels Roselund, SE
• Re: Slab on grade Crack repairs, jccpc
• RE: 4x4 southern pine wood post design, Michael Bryson
• Dry stack masonry, Tim Campbell
• RE: Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Effland, Greg
• RE: Dry stack masonry, Stuart, Matthew
• Re: Damping Ratios, Daryl Richardson
• Re: TJI pro/150, Mike Perakis
• Re: Long Beach CA -- March 10, 1933, BCainse
• Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Eric Green
• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Ed . Haninger
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Bruce Holcomb
• Philosophy of School Design - Was: Long, Roger Turk
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Joe Stroud
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Gerard Madden, SE
• RE: Philosophy of School Design - Was: Long, Tim Spengler
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Eric Green
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10 , 1933, Paul Crocker
• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Nels Roselund, SE

Tue Mar 11 00:58:05 GMT 2003

• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, FEMCCLURE
• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, EphHirsch
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10 , 1933, DAN NOVAK
• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, EphHirsch
• Re: Collector Elements, Rick Burch
• RE: Thick Concrete Walls, no non-linear EQ dissipation., Michael Bryson
• RE: who is an expert?, Mark Geoghegan
• RE: who is an expert?, Roger Turk
• AISC,1986, Ellen
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Mark Gilligan
• RE: Philosophy of School Design - Was: Long Beach CA, Dennis Wish
• CMU Wall Effective Flange Width, Chris Banbury
• Re: Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Kipke, Richard
• RE: Collector Elements, Kestner, James W.
• children ARE the future, Andrew D. Kester
• RE: AISC,1986, Hewitt, Chris
• RE: AISC,1986, Bob Shaw
• RE: Philosophy of School Design - Was: Long Beach CA, Bruce Holcomb
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Barry H. Welliver
• Post-tensioned Construction, GSKWY
• RE: who is an expert?, Lutz, James
• RE: who is an expert?, Christopher Wright
• Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Fred M. Turner
• Steel-Detail: feet and inches in Excel, Ken Peoples
• Photos of amazing structures, AWC Info
• Re: Philosophy of School Design - Was:  Long Beach CA -- March 10, 1933, BCainse
• RE: who is an expert?, Roger Turk
• RE: Post-tensioned Construction, Stuart, Matthew
• Re: Steel-Detail: feet and inches in Excel, Tim Allison
• RE: Steel-Detail: feet and inches in Excel, Jeremy Kuhn
• RE: Steel-Detail: feet and inches in Excel, HEATH MITCHELL
• RE: CMU Wall Effective Flange Width, Kestner, James W.

Wed Mar 12 01:39:20 GMT 2003

• limiting scope, responsibility, etc., Andrew D. Kester
• RE: Steel-Detail: feet and inches in Excel, YI
• Fire Sprinkler Support, Bill Allen
• RE: Thick Concrete Walls, no non-linear EQ dissipation, David Merrick
• RE: who is an expert?, Lutz, James
• Re: Steel-Detail: feet and inches in Excel, Padmanabhan Rajendran
• RE: CMU Wall Effective Flange Width, Michael Bryson
• RE: limiting scope, responsibility, etc., Jake Watson
• RE: Steel-Detail: feet and inches in Excel, Bill Allen
• RE: Post-tensioned Construction, Mark Geoghegan
• RE: AISC,1986, Ellen
• RE: Steel-Detail: feet and inches in Excel, Mark Geoghegan
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10 , 1933, Silva John (sj)
• Stone Retaining Wall, GSKWY
• Re: Post-tensioned Construction, GSKWY
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Barry H. Welliver
• Re: feet and inches in Excel, Bulent Deveci
• Re: limiting scope, responsibility, etc., M. David Finley, P.E.
• Re: Stone Retaining Wall, Scott Maxwell
• Water and CMU foundations, Michael Laplante
• Re: Steel-Detail: feet and inches in Excel, Tripp Howard
• Re: Fire Sprinkler Support, Rick . Drake
• RE: Steel-Detail: feet and inches in Excel, Hewitt, Chris
• Re: Stone Retaining Wall, Daryl Richardson
• Re: Fire Sprinkler Support, Roger Turk
• Re: Pedestrian Bridge, Daryl Richardson
• RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Fred M. Turner
• RE: Steel-Detail: feet and inches in Excel, Gary Hodgson & Associates
• Re: Stone Retaining Wall, Nels Roselund, SE
• Stone Retaining Wall, Michael Hemstad
• RE: Fire Sprinkler Support, Steve Widmayer
• RE: Fire Sprinkler Support, Jim Persing
• RE: AISC,1986, Duane Siegfried
• Steel-Detail: feet and inches in Excel, Michael Hemstad
• RE: Stone Retaining Wall, Donna Gochenaur
• Re: Stone Retaining Wall, Nels Roselund, SE
• Florida Condo, GSKWY
• concrete, rubble walls, CMU, Andrew D. Kester
• Re: Stone Retaining Wall, Cratylus Consulting Group
• Re: feet and inches in Excel, Paul Ransom
• Re: Stone Retaining Wall, GSKWY
• RE: Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Mike Murphy

Thu Mar 13 00:08:32 GMT 2003

• RE: Fire Sprinkler Support, Haan Scott M DPW CIVIL ENGR(n)
• Post-tensioned Construction ..., GSKWY
• Masonry questions, Mark Geoghegan
• Re: Post-tensioned Construction ..., Scott Maxwell
• Re: feet and inches in Excel, Drew Morris
• Volume to surface ratio, Ellen
• Re: Masonry questions, Scott Maxwell
• Re: Volume to surface ratio, Gil Brock
• RE: Volume to surface ratio, Ellen
• RE: Volume to surface ratio, Ellen
• Re: Volume to surface ratio, Bogdan Dumitrascu
• RE: Volume to surface ratio, Gil Brock
• RE: Masonry questions, Mark Geoghegan
• Difference between Initial Prestressing force and Jacking force, Ellen
• Re: Stone Retaining Wall, r nester
• stone wall, Andrew D. Kester
• RE: Difference between Initial Prestressing force and Jacking for ce, Stuart, Matthew
• Re: Difference between Initial Prestressing force and Jacking force, Bogdan Dumitrascu
• Difference between Initial Prestressing, Roger Turk
• RE: Difference between Initial Prestressing, David A. Fanella
• RE: Fire Sprinkler Support, Roger Turk
• RE: stone wall, Christopher Wright
• RE: stone wall, Schwan, Martin K.
• RE: Fire Sprinkler Support, Bill Allen
• RE: Fire Sprinkler Support, Bill Allen
• [no subject], James Lin
• Re: stone wall, chuckuc
• Dipstick vs. F-Meter Flatness Testing, MSSROLLO
• RE: Collector Elements, Carter, Charlie
• Re: stone wall, Paul Feather
• RE: Difference between Initial Prestressing, David A. Fanella
• RE: stone wall, David Topete

Fri Mar 14 01:37:32 GMT 2003

• Stability bracing (was: Collector Elements), Gunnar Hafsteinn Isleifsson
• Snowdrifting, Kestner, James W.
• FW: Collector Elements, LaCount, Curt
• RE: stone wall, Schwan, Martin K.
• Beam unbraced length (was collector elements), Reza Dashti Asl
• RE: Masonry questions, Scott Maxwell
• RE:, Bill Allen
• RE: Beam unbraced length (was collector elements), Carter, Charlie
• Re: Difference between Initial Prestressing and Stressing Force, GSKWY
• RE: Stability bracing (was: Collector Elements), Carter, Charlie
• RE: Masonry questions, Mark Geoghegan
• test only, Ronald R. Garcia
• RE: Beam unbraced length, Sherman, William
• RE: stone wall, Scott Maxwell
• RE: Difference between Initial Prestressing and Stressing Force, Ellen
• Snow Exposure Factor, Ce, Kestner, James W.
• stone wall, Roger Turk
• RE: work without permit (was:stone wall), Sherman, William
• Re: Difference between Initial Prestressing and Stressing Force, Gil Brock
• RE: Fire Sprinkler Support, Haan Scott M DPW CIVIL ENGR(n)
• Re: stone wall, Daryl Richardson
• RE: Difference between Initial Prestressing force and Jacking for ce, ken kirkland
• Bracing for Nail-Plate Wood Trusses, Kris Hamilton
• StaadPro, Milton Veloz
• RE: Beam unbraced length, Carter, Charlie
• RE: Snowdrifting, Bruce Holcomb
• RE: Beam unbraced length, Greg Meyer
• NFPA 102 question, Jorge Ramos
• Snow Exposure Factor, Ce, Roger Turk
• RE: Beam unbraced length, Carter, Charlie
• Re: Snow Exposure Factor, Ce, Randy Vogelgesang
• RE: Beam unbraced length, Foy, Warren
• Concrete Strength required for stressing - Part 2, GSKWY
• Invitation to industry and consultants, Yousefi, Ben
• RE: Difference between Initial Prestressing force and Jacking for ce, nblackburn
• RE: stone wall, Paul Crocker
• RE: Difference between Initial Prestressing and Stressing Force, Lutz, James
• Re: Difference between Initial Prestressing, Scott Maxwell
• RE: Difference between Initial Prestressing, Mark Geoghegan
• building permits, Andrew D. Kester
• RE: Difference between Initial Prestress, Roger Turk
• RE: Snow Exposure Factor, Ce, Jim Persing
• Re: Bracing for Nail-Plate Wood Trusses, Pat Clark
• RE: stone wall, Scott Maxwell
• RE: stone wall, Paul Crocker
• Re: Beam unbraced length (was collector elements), Russell Berkowitz
• Re: Wood Residential Truss, Mark Baker
• RE: Difference between Initial Prestressing and Stressing Force, Scott Maxwell
• RE: Wood Residential Truss, Schwan, Martin K.
• RE: Wood Residential Truss, Sherman, William
• Re: Concrete Strength required for stressing - Part 2, Scott Maxwell

Sat Mar 15 00:29:12 GMT 2003

• Re: Wood Residential Truss, Forrest Braun
• RE: Wood Residential Truss, Dan Sully
• Concrete Strength for Stressing, GSKWY
• Re: building permits, Dave Evans
• Wood Residential Truss, Gerard Madden, SE
• Re:, Mlcse
• snowdrifting & Ce, Pat Clark
• TEDDS & IES Software, Dennis Wish
• Re: Difference between Initial Prestressing force and Jacking for ce, j.n.sigalas
• Re: Difference between Initial Prestressing and Stressing Force, GSKWY
• Re: Difference between Initial Prestress, Roger Turk
• Re: building permits, David Topete
• Analysis/Design of Combined Foundations, Andrew Mifsud A&CE
• Re: Analysis/Design of Combined Foundations, LEDSTRUCTURES
• Re: Concrete Strength for Stressing, ASLCSE
• RE: building permits, Gerard Madden, SE

Sun Mar 16 15:40:09 GMT 2003

• Prestressing Transfer, GSKWY
• Re: Prestressing Transfer, Gil Brock
• Re: Difference between Initial Prestressing force and Jacking for ce, Gil Brock
• RE: Stability bracing (was: Collector Elements), Gunnar Hafsteinn Isleifsson

Mon Mar 17 03:43:59 GMT 2003

• Surface Post-tension stressing, Ronald R. Garcia
• Banded and distributed tendons, Ronald R. Garcia
• Re: Surface Post-tension stressing, Gil Brock
• Re: Banded and distributed tendons, Gil Brock
• RE: Surface Post-tension stressing, Ronald R. Garcia
• RE: Surface Post-tension stressing, Mark Geoghegan
• RE: Surface Post-tension stressing, Ronald R. Garcia
• RE: Surface Post-tension stressing, Gil Brock
• RE: Banded and distributed tendons, Ronald R. Garcia
• RE: Banded and distributed tendons, Gil Brock
• RE: Banded and distributed tendons, Gil Brock
• Bracing of Steel Structures Seminar/notes, Peter Griem
• RE: Bracing of Steel Structures Seminar/notes, Peter Griem
• Re: Bracing of Steel Structures Seminar/notes, Clifford Schwinger
• Re: TEDDS & IES Software, Gary Hodgson & Associates
• RE: gerard's building dept. comments, Andrew D. Kester
• Re: Prestressing Transfer, GSKWY
• RE: Analysis/Design of Combined Foundations, David A. Fanella
• RE: gerard's building dept. comments, Gerard Madden, SE
• wind on signs, Tom Hammond
• RE: wind on signs, Jan Harris
• metal "Z" Channel, Kenny Yip
• RE: metal "Z" Channel, George Richards P.E.
• RE: metal "Z" Channel, Lutz, James
• RE: metal "Z" Channel, Ron Hill
• RE: metal "Z" Channel, Kenny Yip
• Re: Wood Residential Truss, Jnapd
• RE: metal "Z" Channel, Bruce Holcomb
• RE: metal "Z" Channel, Brian K. Smith
• Beam unbraced length, Michael Hemstad
• RE: Structure Reuse, Hewitt, Chris
• RE: Beam unbraced length, Carter, Charlie
• RE: wind on signs, Mark Hickey
• RE: wind on signs, Scott Maxwell

Tue Mar 18 00:06:28 GMT 2003

• RE: Beam unbraced length, Gunnar Hafsteinn Isleifsson
• RE: Beam unbraced length, Carter, Charlie
• RE: wind on signs, Andrew D. Kester
• Torsion on a steel tube and AISC WINTORQ program, Jesse Gobeli
• RE: metal "Z" Channel, Effland, Greg
• fire stairways, Puebla Raul
• RE: Torsion on a steel tube and AISC WINTORQ program, Brian Tarantino
• RE: Torsion on a steel tube and AISC WINTORQ program, Carter, Charlie
• Re: Torsion on a steel tube and AISC WINTORQ program, Christopher Wright
• Re: fire stairways, Paul Feather
• Re: fire stairways, Roger Turk
• AASHTO LRFD, Ampuero, Jhon
• Fw: Torsion on a steel tube and AISC WINTORQ program, Jesse Gobeli

Wed Mar 19 00:17:44 GMT 2003

• RE: Torsion on a steel tube and AISC WINTORQ program, Gunnar Hafsteinn Isleifsson
• RE: Beam unbraced length, Gunnar Hafsteinn Isleifsson
• RE: Beam unbraced length, Roger Turk
• Re: Fw: Torsion on a steel tube and AISC WINTORQ program, Christopher Wright
• Federal Gov't Building Design, brian stanley
• RE: Federal Gov't Building Design, Foy, Warren
• Choosing R, Seismic Provisions, Peter Griem
• RE: Choosing R, Seismic Provisions, brian stanley
• RE: Choosing R, Seismic Provisions, Carter, Charlie
• RE: Beam unbraced length, Gunnar Hafsteinn Isleifsson
• RE: Choosing R, Seismic Provisions, David A. Fanella
• AASHTO vs pushover, Mete Baykir
• RE: Federal Gov't Building Design, Gerard Madden, SE
• RE: Beam unbraced length, Roger Turk
• Re: Federal Gov't Building Design, Scott Maxwell
• RE: Federal Gov't Building Design, Haan Scott M DPW CIVIL ENGR(n)
• TS Bm Web Buckling, j . grill
• Denver Airport Fabric Roof Failing, Mike Perakis
• Re: Denver Airport Fabric Roof Failing, THunt
• RE: Denver Airport Fabric Roof Failing, Troy Madlem
• Re: Denver Airport Fabric Roof Failing, Forrest Braun
• RE: Federal Gov't Building Design, Scott Maxwell
• RE: TS Bm Web Buckling, Carter, Charlie
• Re: TS Bm Web Buckling, Abe Knapp
• RE: TS Bm Web Buckling, j . grill
• RE: Beam unbraced length, Gunnar Hafsteinn Isleifsson
• UBC97 treatment of Elevated Water towers, ASHURAIM
• RE: UBC97 treatment of Elevated Water towers, Lutz, James
• Re: UBC97 treatment of Elevated Water towers, Rick . Drake
• RE: Beam unbraced length, Roger Turk

Thu Mar 20 02:06:27 GMT 2003

• Re: TEDDS & IES Software, Dennis Wish
• RE: Beam unbraced length, Duane Siegfried
• Site storage of joists, Gary McClean
• re: federal building codes, Andrew D. Kester
• wind loads make me crazy, Andrew D. Kester
• RE: wind loads make me crazy, Roger Davis
• Reinforced Concrete Columns in SAP2000, salete
• RE: Beam unbraced length, Gunnar Hafsteinn Isleifsson
• Re: AASHTO vs pushover, Alper Ucak
• RE: Site storage of joists, Carter, Charlie
• RE: Federal Gov't Building Design, Foy, Warren
• RE: wind loads make me crazy, Bruce Holcomb
• RE: wind loads make me crazy, Lutz, James
• Question regarding Fp forces with Omega naught..., Derek Beaudoin
• Beam unbraced length, Michael Hemstad
• 75 PSF Equipment on 50 PSF Floor, Chris Banbury
• RE: 75 PSF Equipment on 50 PSF Floor, Bruce Holcomb
• RE: 75 PSF Equipment on 50 PSF Floor, Bill Allen
• RE: 75 PSF Equipment on 50 PSF Floor, Paul Crocker
• RE: 75 PSF Equipment on 50 PSF Floor, Mark Geoghegan
• Re: 75 PSF Equipment on 50 PSF Floor, Paul Feather
• RE: Beam unbraced length, Carter, Charlie
• 75 PSF Equipment on 50 PSF Floor, Roger Turk

Fri Mar 21 01:37:15 GMT 2003

• Re: 75 PSF Equipment on 50 PSF Floor, Rick Burch
• International Conference, khrisna ms
• Trivia question on prestressing wire, GSKWY
• International Conference, khrisna ms
• RE: Trivia question on prestressing wire, Gerard Madden, SE
• carbon fibre, TYH CONSULTING ENGINEERS
• FEMA m-value, julian maranan
• Re: 75 PSF Equipment on 50 PSF Floor, Scott Maxwell
• Re: carbon fibre, Scott Maxwell
• RE: carbon fibre, brian stanley
• RE: Beam unbraced length, Gary Hodgson & Associates
• RE: carbon fibre, David A. Fanella
• Arched ceiling w brick veneer, Gary Hodgson & Associates
• RE: Arched ceiling w brick veneer, Stuart, Matthew
• RE: Arched ceiling w brick veneer, brian stanley
• Re: Arched ceiling w brick veneer, Clifford Schwinger
• Re: carbon fibre, Kenneth Vortherms
• Re: carbon fibre, GSKWY
• Re: Arched ceiling w brick veneer, Nels Roselund, SE
• Stainless steel and galv steel in contact, Mark Geoghegan
• Re: Stainless steel and galv steel in contact, David Sharp
• RE: Stainless steel and galv steel in contact, Stuart, Matthew
• RE: wind on signs, Tom Hammond
• RE: wind on signs, Tom Hammond
• Slab on Grade, Sarkar, Surjit
• heat treatment of steel, Dave Evans
• RE: Stainless steel and galv steel in contact, Mark Geoghegan

Sat Mar 22 06:46:55 GMT 2003

• Re: 75 PSF Equipment on 50 PSF Floor, r nester
• 75 PSF Equipment on 50 PSF Floor, G Vishwanath
• Re: carbon fibre, Scott Maxwell
• Word for Windows 6.0, Gary Harris
• Re: carbon fibre, desi j kiss
• Re: wind loads make me crazy, Paul Ransom
• Re: Luminaire (was wind on signs), Paul Ransom

Sun Mar 23 01:30:59 GMT 2003

• Re: carbon fibre, GSKWY
• RE: 75 PSF Equipment on 50 PSF Floor, Mitchell J. Sklar

Mon Mar 24 11:55:54 GMT 2003

• Stainless steel and galv steel in contact and luminaires, Jim Getaz
• ACI 439.4, GSKWY
• Re: ACI 439.4, David A. Fanella
• RE: Slab on Grade, Roger Davis
• wood posts & Heinz Stadium, Andrew D. Kester
• Off topic - Inc. or not to Inc., Rmhansonsece
• RE: 75 PSF Equipment on 50 PSF Floor, Sherman, William
• RE: Beam unbraced length, Sherman, William
• RE: Off topic - Inc. or not to Inc., George Richards P.E.
• RE: wood posts & Heinz Stadium, Stuart, Matthew
• Re: Off topic - Inc. or not to Inc., Paul Feather
• RE: wood posts, Roger Turk
• Re: Off topic - Inc. or not to Inc., Peieng5590
• RE: wood posts & Heinz Stadium, Peter James
• Re: Off topic - Inc. or not to Inc., Christopher Wright
• CSI, Stuart, Matthew
• Re: 75 PSF Equipment on 50 PSF Floor, Javier Encinas
• RE: wood posts & Heinz Stadium, Ryan Lawton
• Heating beam to straighten, Dave . Royce
• RE: UBC97 treatment of Elevated Water towers, ASHURAIM
• RE: UBC97 treatment of Elevated Water towers, ASHURAIM
• Re: building permits, Davis Parsons
• Re: Heating beam to straighten, Tim Allison
• RE: 75 PSF Equipment on 50 PSF Floor, Paul Crocker
• CONCRETE Wall Shear question, David Merrick
• Design structures software, kamal aghbal
• RE: Heating beam to straighten, Carter, Charlie
• Break Away Structures, ggobo
• RE: CONCRETE Wall Shear question, David A. Fanella

Tue Mar 25 00:19:07 GMT 2003

• FEMA m-value, julian maranan
• FEMA m-value, julian maranan
• RE: Heating beam to straighten, John S
• TEST, Tim Hull
• Re: Break Away Structures, Drew Morris
• Re: Break Away Structures, Daryl Richardson
• heat treatment of steel, Nick Bassar
• Beams intersected by Chevron brace in a SCBF, Dave S
• Re: Beams intersected by Chevron brace in a SCBF, Rick . Drake

Wed Mar 26 05:22:14 GMT 2003

• chris wright, da
• RE: chris wright, vlad
• wood deck/pedestrian bridge, Andrew D. Kester
• RE: wood deck/pedestrian bridge, Peter James
• Re: wood deck/pedestrian bridge, M. David Finley, P.E.
• Re: wood deck/pedestrian bridge, Scott Maxwell
• Re: Heinz Stadium, THunt
• Timber shear values, j . grill
• RE: Timber shear values, Bill Allen
• Re: Timber shear values, Drew Morris
• Re: Timber shear values, j . grill
• RE: Timber shear values, sacharya
• Timber shear values, Roger Turk
• RE: CONCRETE Wall Shear question, David Merrick
• Re: Timber shear values, Tim Allison
• RE: wood deck/pedestrian bridge, Jim Persing
• RE: CONCRETE Wall Shear question, David A. Fanella
• ASME Code and lifting lugs, Ken Peoples
• RE: ASME Code and lifting lugs, Ron Hill
• Re: ASME Code and lifting lugs, Himat Solanki
• RE: CONCRETE Wall Shear question, Haan Scott M DPW CIVIL ENGR(n)
• Slab on steel deck question, Bruce Holcomb
• Re: Timber shear values, Jnapd

Thu Mar 27 02:32:19 GMT 2003

• Shear strength of a hollow concentiric circular reinforced concre te section, Lakhani, Sid
• Re: Slab on steel deck question, Scott Maxwell
• Radiant Floors, Gerard Madden, SE
• Timber shear values, AWC Info
• Re: Timber shear values, Joseph Grill
• Concrete and rebar strength, Kestner, James W.
• Re: Radiant Floors, brian wolfel
• Re: Concrete and rebar strength, D. Woodham
• RE: Concrete and rebar strength, Armijo, John J (PWCSD 420)
• RE: Radiant Floors, Tom Skaggs
• RE: Concrete and rebar strength, Peter James
• Re: Concrete and rebar strength, Nels Roselund, SE
• Re: Concrete and rebar strength, Milton Veloz
• RE: Concrete and rebar strength, David A. Fanella
• FEMA 356 URM Piers/spandrels, Lucas Jolly
• RE: Concrete and rebar strength, Mark Geoghegan
• Bracing for Nail-Plate Wood Trusses, Kris Hamilton
• RE: Bracing for Nail-Plate Wood Trusses, Gerard Madden, SE
• Advertising Engineering Services, Bill Allen
• RE: Advertising Engineering Services, Haan Scott M DPW CIVIL ENGR(n)
• Bracing for Nail-Plate Wood Trusses, Roger Turk
• RE: Concrete and rebar strength, Eric Green
• RE: Concrete and rebar strength, Jay Shilstone
• Handrail diameter, Bruce Holcomb
• RE: Bracing for Nail-Plate Wood Trusses, Haan Scott M DPW CIVIL ENGR(n)
• RE: Concrete and rebar strength, Mark Geoghegan

Fri Mar 28 00:01:15 GMT 2003

• RE: Handrail diameter, Roger Davis
• RE: Handrail diameter, Scott, William N.
• Re: Handrail diameter, Daryl Richardson
• Re: Concrete and rebar strength, Daryl Richardson
• RE: Missing Errata. CBC 2001 effective Nov. 2002, David Merrick
• Re: Advertising Engineering Services, Paul Feather
• Re: Bracing for Nail-Plate Wood Trusses, Gary Hodgson & Associates
• Re: Timber shear values, IRV FRUCHTMAN
• RE: Missing Errata. CBC 2001 effective Nov. 2002, Scott Maxwell
• Torsional analysis of Thin Walled Irregular Open Sections, Gary Hodgson & Associates
• RE: Missing Errata. CBC 2001 effective N, Roger Turk
• Arizona engineer, Neil Moore

Sat Mar 29 00:56:09 GMT 2003

• RE: Advertising Engineering Services, Michael Bryson
• RE: Advertising Engineering Services, Dennis Wish
• RE: Pole Support Guy Wire design, Dennis Wish
• Passive soil pressure in granular soils, Clint Strain
• RE: Radiant Floors, Bill Marczewski

Sun Mar 30 01:20:51 GMT 2003

• Re: Radiant Floors, chuckuc
• Re: Passive soil pressure in granular soils, SAP

Mon Mar 31 00:27:29 GMT 2003

• Fwd: Rush Lim, JohnOttCE
• handrails and trusses and bears, Andrew D. Kester
• RE: Advertising Engineering Services, Jake Watson
• RE: Advertising Engineering Services, Eric Green
• Re: Advertising Engineering Services, Mark D. Anderson PE
• FW: Bracing for Nail-Plate Wood Trusses, Tom Skaggs
• Torsional analysis of Thin Walled Irregular Open Sections, Michael Hemstad
• Radiant Floors, Michael Hemstad

Tue Apr 01 02:07:07 GMT 2003

• Re: Bracing for Nail-Plate Wood Trusses, Kris Hamilton

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