SEAINT Mail Archive 2001 (Jul-Sep)
Civil and Structural Engineering discussions by date
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Messages: 2432
- Professor Thomas M. Murray email address?, Jeng-Wei Li
- RE: Soil Compaction, Pat Symons
- Re: Ethical Responsibility?, sscholl2
- Re: moment frame problem, Steven A.
- RE: Seismic Design Manual, Structuralist
- RE: Ethical Responsibility?, Structuralist
- RE: Ethical Responsibility?, Structuralist
- RE: Ethical Responsibility?, John V. Loscheider
- RE: Ethical Responsibility?, Roger Turk
- Continuing Education, Ethics, & Heartburn, Fountain Conner
- RE: Ethical Responsibility?, Christopher Wright
- RE: Ethical Responsibility?, Structuralist
- Re: Ethical Responsibility?, V.GORDIN
- RE: Ethical Responsibility?, Bill Polhemus
- Re: Ethical Responsibility?, V.GORDIN
- OT: Another nickle & dime ($1) scam!, Roger Turk
- Re: Another nickle & dime ($1) scam!, V.GORDIN
- RE: Ethical Responsibility?, Roger Turk
- Re: Ethical Responsibility?, Fountain Conner
- canvas awnings tension on dowel supports, Tom Hammond
- Re: Ethical Responsibility?, Roger Turk
- RE: Ethical Responsibility?, Christopher Wright
- Deck modeling of bridges, José Velásquez
- RE: Ethical Responsibility?, Structuralist
- RE: Ethical Responsibility?, Structuralist
- RE: Ethical Responsibility?, Structuralist
- quality plan, Anirban Basu
- Re: Professor Thomas M. Murray email address?, Eric Ober
- RE: Continuing Education, Ethics, & Heartburn, Brian K. Smith
- RE: Shop Drawing Review, David Williams
- RE: Joist Girder Connection, David Williams
- Re: Joist Girder Connection, Jim Kestner
- RE: quality plan, Sprague, Harold O.
- Re: Joist Girder Connection, Davis Parsons
- RE: Shop Drawing Review, Bill Polhemus
- RE: quality plan, Bill Polhemus
- Re: Ethical Responsibility?, V.GORDIN
- Re: Continuing Education, Ethics, & Heartburn, Neil Moore
- AISC Code of Standard Practice, Scott Melnick
- FW: Professor Thomas M. Murray email address?, LaCount, Curt
- Re: Joist Girder Connection, c2
- Corps of Engineers-Quality Management, Wladimir Bassett
- RE: AISC Code of Standard Practice, Bill Polhemus
- RE: AISC Code of Standard Practice, Scott Melnick
- re..nothing, Andrea Morelli
- Cantilevered Steel Column Additions, Casano, Karen
- Re: Cantilevered Steel Column Additions, Gerard Madden
- RE: Cantilevered Steel Column Additions, Structuralist
- RE: Foundation during Earthquake, Nicholas Blackburn
- RE: Seismic Design Manual, Joseph Harouni
- Seismic Design Manual AGAIN, Joseph Harouni
- Re: Seismic Design Manual AGAIN, Gerard Madden
- Re: Ethical Responsibility/Continuing Education, Ethics, & Heartburn, Nels Roselund, SE
- FW: Deck modeling of bridges, T. Eric Gillham PE
- Re: Professor Thomas M. Murray email address?, Jeng-Wei Li
- Seismic retrofit hangar door, Stevenson Lim
- RE: Deck modeling of bridges, vlad
- RE: Ethical Responsibility/Continuing Education, Ethics, & Heartburn, Structuralist
- Re: Seismic retrofit hangar door, Patrick Rodgers
- RE: Seismic Design Manual, Structuralist
- RE: Foundation during Earthquake, raul labbe
- StlShape Update, Szuchuan Chang
- List server archives, Mark Gilligan
- RE: Ethical Responsibility/Continuing Education, Ethics, & Heartburn, Structuralist
- Re: canvas awnings tension on dowel supports, h . d . richardson
- Need some details for steel structures, José Velásquez
- QUESTION ABOUT FRP'S, Helen
- Re: QUESTION ABOUT FRP'S, Sandeep Savardekar
- RE: QUESTION ABOUT FRP'S, ARW
- RE: Foundation during Earthquake, Sherman, William
- RE: QUESTION ABOUT FRP'S, Wladimir Bassett
- RE: Hoop ties in grade beams, Nicholas Blackburn
- Allowable Stresses In Wood, awcinfo
- Concrete Slab on Grade, george simmon
- RE: Concrete Slab on Grade, Mike Valley
- RE: Concrete Slab on Grade, Jim Kestner
- RE: Concrete Slab on Grade, Sprague, Harold O.
- More Slab on Grade Questions, Zachary Goswick
- FW: Foundation during Earthquake, Sherman, William
- RE: Foundation during Earthquake, Sherman, William
- RE: Concrete Slab on Grade, Tom . Hunt
- RE: More Slab on Grade Questions, Sprague, Harold O.
- Daul System Vs. Hybrid System, Joseph Harouni
- RE: Seismic Design Manual, Joseph Harouni
- H-1B Catch 22, Rbengrguy
- RE: Seismic Design Manual, Sherman, William
- Re: Concrete Slab on Grade, syed faiz ahmad
- FW: Daul System Vs. Hybrid System, T. Eric Gillham PE
- Re: More Slab on Grade Questions, Nels Roselund, SE
- post tensioned flat plate parking garage slab ---> UBC 1630.11?, Haan, Scott M.
- Availability of Steel Sizes in India, Bobby Jenkins
- Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, Theodore Zsutty
- Re: FW: Daul System Vs. Hybrid System, Scott Maxwell
- Re: Concrete Slab on Grade, h . d . richardson
- Re: Availability of Steel Sizes in India, Jaswant N. Arlekar
- Bending Embedded Reinforcing Steel, Jim Persing
- Re: length to be used for tension bracing kl/r, M Hariharan/engg
- Re: Bending Embedded Reinforcing Steel, Steven A.
- Re: quality plan, M Hariharan/engg
- quality plan, Anirban Basu
- quality plan, Anirban Basu
- Available Steel Sizes in India, Bobby Jenkins
- x4 APOLOGY, Rbengrguy
- Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, GSKWY
- Re: post tensioned flat plate parking ga, Roger Turk
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Re: Bending Embedded Reinforcing Steel, Fountain Conner
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Roarke Coefficents, Gary Harris
- RE: Bending Embedded Reinforcing Steel, Jim Persing
- Re: Bending Embedded Reinforcing Steel, Fountain Conner
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Alternative to posting documents to the Listservices, Structuralist
- RE: Seismic Design Manual, Structuralist
- RE: Alternative to posting documents to the Listservices, Bill Polhemus
- RE: Foundation during Earthquake, raul labbe
- Re: Bending Embedded Reinforcing Steel, Scott Maxwell
- spiral RC stairs vs Earthquake, ijr
- Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, GSKWY
- Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, Theodore Zsutty
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Statewide Building Code, Rbengrguy
- Re: steel beam end distance (lh-1/4") for block shear?, Jake Watson
- Re: Bending Embedded Reinforcing Steel, Scott Maxwell
- Re: More Slab on Grade Questions, R.P. Mehrotra/engg
- Re: QUESTION ABOUT FRP'S, Helen
- Re: Rebirth of the SE-Practice List, David Finley
- RE: Rebirth of the SE-Practice List, Bill Polhemus
- boat house, David B Merrick
- Re: steel beam end distance (lh-1/4") for block shear?, Scott A. Dunham, PE
- RE: Statewide Building Code, Effland, Greg
- Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, Paul Feather
- RE: spiral RC stairs vs Earthquake, Sprague, Harold O.
- RE: Bending Embedded Reinforcing Steel, Cain, William
- RE: Bending Embedded Reinforcing Steel, Roger Turk
- RE: Bending Embedded Reinforcing Steel, Nicholas Blackburn
- Re: Bending Embedded Reinforcing Steel, vicpeng
- Modulus of Subgrade Reaction, Balmer James
- RE: Bending Embedded Reinforcing Steel, Roger Turk
- Re: Bending Embedded Reinforcing Steel, Roger Turk
- Modulus of Subgrade Reaction, Tom . Hunt
- Vehicular Cable Guardrail System in Steel Buildings, douglas parker
- Slip Resistance, JCohen
- RE: Vehicular Cable Guardrail System in Steel Buildings, Sprague, Harold O.
- Re: boat house, Mlcse
- Concrete Overlays, GSKWY
- RE: spiral RC stairs vs Earthquake-Thx, ijr
- Re: Concrete Overlays, Steven A.
- Re: steel beam end distance (lh-1/4") for block shear?, Jake Watson
- Structural Engineering Review Workshop in SF Bay area, Byainc
- RE: Slip Resistance, David Williams
- RE: Concrete Overlays, Sprague, Harold O.
- RE: Modulus of subgrade reaction, Horning, Dick/CVO
- RE: post tensioned flat plate parking garage slab ---> UBC 1630. 11?, Haan, Scott M.
- RE: Modulus of subgrade reaction, Tom . Hunt
- RE: post tensioned flat plate parking ga, Roger Turk
- Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Jones, Mark A
- Re: Need Basic Statics Book, Scott A Jensen/SAJ5/CC01/INEEL/US
- Re: Need Basic Statics Book, David Finley
- Flexural-Torsional Buckling., Jaswant N. Arlekar
- Re: Need Basic Statics Book, Chris TSE
- RE: Need Basic Statics Book, Francisco Diego Arcos
- RE: Need Basic Statics Book, Scott Maxwell
- Re: Flexural-Torsional Buckling., Rick . Drake
- RE: Flexural-Torsional Buckling., Jaswant N. Arlekar
- RE: Need Basic Statics Book, Structuralist
- RE: Flexural-Torsional Buckling., Haan, Scott M.
- RE: Need Basic Statics Book, Structuralist
- RE: Roarke Coefficents, Ron Hill
- Re: Need Basic Statics Book, Ralph Benson
- RE: Need Basic Statics Book, Rick . Drake
- Re: Need Basic Statics Book, Paul Feather
- SEAOC 2001 Convention, Shafat Qazi
- Fw: Re: Need Basic Statics Book, desi j kiss
- Re: Need Basic Statics Book, desi j kiss
- RE: Re: Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Structuralist
- Re: Need Basic Statics Book, Paul Feather
- RE: Flexural-Torsional Buckling., Haan, Scott M.
- 3-D Modeling of structures in a Process Plant, M Hariharan/engg
- Re: 3-D Modeling of structures in a Process Plant, Structure Department
- TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), Structuralist
- Safety Engineers, Steven Mallett
- ASCE 7 Wind Load Provisions, Steven C. Devin, P.E.
- RE: Need Basic Statics Book, Effland, Greg
- Re: Safety Engineers, Scott A Jensen/SAJ5/CC01/INEEL/US
- Re: Need Basic Statics Book, Greg Smith
- RE: seaint Digest for 10 Jul 2001, Horning, Dick/CVO
- Re: Safety Engineers, Rbengrguy
- Re: Heliport, Samir Ghosn
- Re: Heliport, Jason Emoto
- Re: Heliport, E.B.Davison, P.Eng.
- Heliport, Jim Kestner
- Re: moment frame problem, Pat Clark
- RE: ASCE 7 Wind Load Provisions, Sprague, Harold O.
- Beam Splices, Alden Manipula
- RE: TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), Structuralist
- FW: Modulus of subgrade reaction, Desi Kiss
- Re: TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), Scott A. Dunham, PE
- RE: Beam Splices, Effland, Greg
- RE: Modulus of subgrade reaction, Sherman, William
- RE: Need Basic Statics Book, Structuralist
- Re: TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), Scott A. Dunham, PE
- Disturbing New Trend, Caldwell, Stan
- RE: Disturbing New Trend, Bill Polhemus
- Re: Beam Splices, richard lewis
- RE: Beam Splices, Adair, Joel
- Re: Disturbing New Trend, Michael Zaitz
- Re: Disturbing New Trend, John Hilzman
- Re: Disturbing New Trend, Rbengrguy
- RE: Need Basic Statics Book, Roger Turk
- RE: Disturbing New Trend, Novak, Dan
- RE: Disturbing New Trend, Bill Polhemus
- RE: Need Basic Statics Book, Structuralist
- Re: Disturbing New Trend, Christopher Wright
- Re: Disturbing New Trend, R.P. Mehrotra/engg
- Re: Disturbing New Trend, vicpeng
- Re: 3-D Modeling of structures in a Process Plant, Christopher Wright
- Re: Disturbing New Trend, Christopher Wright
- RE: TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), dennis pantazis
- RE: Disturbing New Trend, Structuralist
- welding to (e) base plate etc, Swingle, Mark
- RE: welding to (e) base plate etc, Jeff Chacon
- DISTURBING NEW TREND, Paul Martin
- RE: Disturbing New Trend, Christopher Wright
- RE: welding to (e) base plate etc, Sprague, Harold O.
- RE: welding to (e) base plate etc, Swingle, Mark
- camber, Andrea Morelli
- RE: welding to (e) base plate etc, Scott Maxwell
- RE: Disturbing New Trend, Haan, Scott M.
- Re: Need Basic Statics Book, Scott Maxwell
- Re: camber, Paul Feather
- RE: Disturbing New Trend, Eric Green
- RE: Disturbing New Trend, Christopher Wright
- RE: Need Basic Statics Book, Scott Maxwell
- Re: Need Basic Statics Book, Roger Turk
- CALTran Loading combination, Samir Ghosn
- Chimney Spreadsheet, jpriley485
- Need Basic Statics Book, Michael Hemstad
- Re: Need Basic Statics Book, Scott Maxwell
- RE: Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Structuralist
- RE: Need Basic Statics Book, Structuralist
- RE: CALTran Loading combination, Sprague, Harold O.
- RE: DISTURBING NEW TREND, Structuralist
- Re: CALTran Loading combination, h . d . richardson
- RE: CALTran Loading combination, Samir Ghosn
- ACI 13.3.6 required for post tensioned flat plate with wall-spand rel beam at corners?, Haan, Scott M.
- Re: Need Basic Statics Book, a_more
- RE: ACI 13.3.6 required for post tensioned flat plate with wall-s pand rel beam at corners?, Michael Bryson
- RE: Disturbing New Trend, Structuralist
- GL Truss, David Gorton
- Re: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinished areas?, Gerard Madden
- NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinish ed areas?, Haan, Scott M.
- Re: Chimney Spreadsheet, Nels Roselund, SE
- Re: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinished areas?, Forrest Braun
- RE: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinished areas?, Bill Polhemus
- Re: ACI 13.3.6 required for post tensioned flat plate with wall-spand rel bea..., GSKWY
- RE: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfi nished areas?, Haan, Scott M.
- Re: Concrete curing time, vicpeng
- Concrete curing time, Frank Glazewski
- Concrete curing time, Roger Turk
- RE: Chimney Spreadsheet, jpriley485
- Hot dip galvanizing, Drew Morris
- Computer hard drive and file storage server questions., Structuralist
- RE: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinished areas?, Tom Hammond
- spreadsheet for beam and columns reinforcement with FRP, Helen
- RE: Hot dip galvanizing, Sprague, Harold O.
- Re: GL Truss, Brian M. McMahon
- Fw: Disturbing New Trend, John W. Sieszycki
- Re: Computer hard drive and file storage server questions., Scott Maxwell
- Good Jokes Needed, Eric Chau
- RE: Chimney Spreadsheet, Sprague, Harold O.
- RE: Hot dip galvanizing, Scott Melnick
- RE: Computer hard drive and file storage server questions., Bill Polhemus
- Re: Good Jokes Needed, Alden Manipula
- RE: Computer hard drive and file storage server questions., Scott Maxwell
- Re: Chimney Spreadsheet, Nels Roselund, SE
- Re: Need Statics Book, Scott Maxwell
- Re: Good Jokes Needed, thom(--nospam--at)onlinepcg
- Re: Chimney Spreadsheet, Fountain Conner
- Re: GL Truss, Forrest Braun
- Need Statics Book, v . t . eskelsen
- RE: GL Truss, Francisco Diego Arcos
- W21x55 and W21x48 beams, Ken Peoples
- Re: GL Truss, Pat Clark
- RE: W21x55 and W21x48 beams, Scott Melnick
- RE: W21x55 and W21x48 beams, Bill Polhemus
- Re: W21x55 and W21x48 beams, Fountain Conner
- Re: W21x55 and W21x48 beams, Christopher Wright
- RE: W21x55 and W21x48 beams, Keith Fix
- Re: W21x55 and W21x48 beams, Gilberto Doria
- RE: W21x55 and W21x48 beams, Bill Polhemus
- Re: W21x55 and W21x48 beams, Roger Turk
- Re: RBS Cut tolerances, Jason Emoto
- RE: W21x55 and W21x48 beams, David Williams
- RE: W21x55 and W21x48 beams, Bill Polhemus
- Re: W21x55 and W21x48 beams, h . d . richardson
- RE: W21x55 and W21x48 beams, Scott Melnick
- RE: W21x55 and W21x48 beams, Bill Polhemus
- Re: W21x55 and W21x48 beams, Ken Peoples
- RBS Cut tolerances, Joseph R. Grill, PE
- Re: Good Jokes Needed, Dimitris P. Zeccos
- Re: W21x55 and W21x48 beams, Davis Parsons
- Re: W21x55 and W21x48 beams, Peter James
- Re: GL Truss, David Gorton
- Re: GL Truss, Roger Turk
- Excel Question, Gerard Madden
- Re: Wall anchorage with metal deck diaphragm, Vitor Faustino Pereira - ESTRUTURAL
- Re: Good Jokes Needed, Greg Smith
- RE: Excel Question, jpriley485
- RE: Excel Question, Mark E. Deardorff
- Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut offs ?, Haan, Scott M.
- Hyatt Regency revisited, Neil Moore
- Re: W21x55 and W21x48 beams, Szuchuan Chang
- Re: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut offs ?, GSKWY
- m-factors for FEMA 350 BUEP and WFP connections, D2E2
- Re: m-factors for FEMA 350 BUEP and WFP connections, Mike Valley
- Fond Farewell - June Hoda, Dennis Wish
- Artificial Motion, Mehdi Kermani
- Re: Artificial Motion, Christopher Wright
- Re: GL Truss, Nels Roselund, SE
- RE: GL Truss, Francisco Diego Arcos
- RE: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut o ffs ?, Nicholas Blackburn
- Specifying Partial Penetration Groove Weld, richard lewis
- Re: Artificial Motion, Walter Sheen
- RE: Excel Question, Jones, Mark A
- Re: Specifying Partial Penetration Groove Weld, Paul Feather
- RE: Specifying Partial Penetration Groove Weld, Sprague, Harold O.
- RE: Excel Question, Gerard Madden
- RE: Specifying Partial Penetration Groove Weld, Balmer James
- RE: Specifying Partial Penetration Groove Weld, Roger Davis
- HSS Manual table 4-7, richard lewis
- Re: Specifying Partial Penetration Groove Weld, richard lewis
- m-factors for FEMA 350 BUEP and WFP connections, David Evans
- Re: Specifying Partial Penetration Groove Weld, richard lewis
- Re: Specifying Partial Penetration Groove Weld, Rick . Drake
- RE: Specifying Partial Penetration Groove Weld, Balmer James
- Re: Specifying Partial Penetration Groov, Roger Turk
- Re: HSS Manual table 4-7, Davis Parsons
- RE: Specifying Partial Penetration Groove Weld, Roger Davis
- RE: Computer hard drive and file storage server questions., Jones, Mark A
- RE: Specifying Partial Penetration Groove Weld, Balmer James
- Re: m-factors for FEMA 350 BUEP and WFP connections, Mike Valley
- material quality in construction, sateesh kumar gajjala
- Re: material quality in construction, majdi sheneib
- RE: Computer hard drive and file storage server questions., Dennis Wish
- Calculating Material Quality ?, G Vishwanath
- Wind loads on twin towers, John Holliday
- RE: Wind loads on twin towers, Sprague, Harold O.
- RE: Computer hard drive and file storage, Roger Turk
- Re: Wind loads on twin towers, Padmanabhan Rajendran
- Re: Excel Question, Drew Morris
- RE: Computer hard drive and file storage, Bill Polhemus
- RE: Specifying Partial Penetration Groove Weld, Bill Polhemus
- Re: material quality in construction, Syed Basith
- Re: Wind loads on twin towers, Christopher Wright
- Distributed Floor Loads, Mitchell J. Sklar
- CRANE DESIGN, Juan José Treff De la Mora
- RE: CRANE DESIGN, Mitchell J. Sklar
- Re: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut o ffs ?, GSKWY
- Re: Distributed Floor Loads, Eric Ober
- RE: Distributed Floor Loads, Balmer James
- Re: CRANE DESIGN, Neil Moore
- RE: CRANE DESIGN, Effland, Greg
- Distributed Floor Loads, Roger Turk
- Re: Distributed Floor Loads, Keith Fix
- RE: Computer hard drive and file storage, Dennis Wish
- RE: Excel Question, Dennis Wish
- tube STEEL MOMENT FRAMES, Francisco Duarte
- Ice Skating Rink live load, Rick Burch
- Masonry compliance methods, Paul Feather
- Re: Ice Skating Rink live load, Craig J Slama
- Re: RE: Excel Question, Gerard Madden
- Re: Masonry compliance methods, Keith Fix
- RE: Ice Skating Rink live load, Bill Polhemus
- Re: Calculating Material Quality ?, R.P. Mehrotra/engg
- Re: Ice Skating Rink live load, Drew Morris
- Re: Ice Skating Rink live load, h . d . richardson
- RE: RE: Excel Question, Dennis Wish
- RE: Distributed Floor Loads, Mitchell J. Sklar
- RE: Ice Skating Rink live load, Glen . Pappas
- Ice Rinks, E.B.Davison, P.Eng.
- R: Ice Rinks, Andrea Morelli
- FL PE results are in, Friis, Donna
- RE: tube STEEL MOMENT FRAMES, Jones, Mark A
- material quality, sateesh kumar gajjala
- RE: tube STEEL MOMENT FRAMES, Bill Polhemus
- RE: FL PE results are in, Bill Polhemus
- RE: FL PE results are in, TMadlem
- RE: FL PE results are in, Jonathan Mallard
- RE: FL PE results are in, Bill Polhemus
- RE: Distributed Floor Loads, Jones, Mark A
- [no subject], KMoore
- RE: FL PE results are in, Padmanabhan Rajendran
- Re: FL PE results are in, D.P. Koutsoukos
- ACI Detailing Standards, Fountain Conner
- RE: ACI Detailing Standards, Sprague, Harold O.
- RE: Distributed Floor Loads, Sherman, William
- RE: FL PE results are in, Brian McDonald
- RE: Distributed Floor Loads, Roger Davis
- Locating reinforcing in masonry walls, Foy, Warren
- Re: material quality, Nels Roselund, SE
- RE: ACI Detailing Standards, Eric Green
- Re: Ice Rinks, E.B.Davison, P.Eng.
- RE: Locating reinforcing in masonry walls, Mitchell J. Sklar
- Looking for volunteers, valentin shustov
- RE: Locating reinforcing in masonry walls, Sprague, Harold O.
- Re: Ice Skating Rink live load, John Schenne
- Q: Recommendations for Repair Grout for Tilt-Up Walls Adjacent to Earth Fill, Bill Polhemus
- RE: Locating reinforcing in masonry walls, Foy, Warren
- RE: Recommendations for Repair Grout for Tilt-Up Walls Adjacent to Earth Fill, David Williams
- Re: Ice Skating Rink live load, Michael Zaitz
- RE: Recommendations for Repair Grout for Tilt-Up Walls Adjacent to Earth Fill, Bill Polhemus
- RE: FL PE results are in, Friis, Donna
- Re: Ice Skating Rink live load, John Schenne
- Sharing Excel Macros, G Vishwanath
- Re: Piles and Pile Caps in the Air and Water in Seismic Zone 3 & 4, GSKWY
- Re: ACI Detailing Standards, Jake Watson
- comm#870--Distributed Floor Loads, Michael Hemstad
- Re: ACI Detailing Standards, Fountain Conner
- Kentucky PE Exam, Foy, Warren
- RE: Kentucky PE Exam, David Williams
- TrusJoist Web Site, YI
- Q: Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, Bill Polhemus
- "Cantilevered Column" Structures, Kevin Harris
- Re: TrusJoist Web Site, Mike Perakis
- Re: Sharing Excel Macros, Gerard Madden
- RE: TrusJoist Web Site, YI
- RE: TrusJoist Web Site, Mike Perakis
- FEMA, Gerard Madden
- RE: FEMA, Mike Valley
- RE: TrusJoist Web Site, YI
- Construction Practices( warning), Samir Ghosn
- RE: "Cantilevered Column" Structures, Chris Roper
- FEMA 356 bare steel deck acceptance criteria, Dave Evans
- Re: Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, frp2000
- Re: FEMA, Scott Maxwell
- Re: Recommendations for Repair Grout for Tilt-Up Walls Adjacent to Earth Fill, frp2000
- Epoxy Coated Rebar, raul labbe
- ACI 318 - Section 3.5.3.2 - Steel Reinforcement, frp2000
- Re: "Cantilevered Column" Structures, sscholl2
- Re: "Cantilevered Column" Structures, ijr
- Thanks for the Macro., G Vishwanath
- RE: Epoxy Coated Rebar, Roger Davis
- Re: Epoxy Coated Rebar, GSKWY
- Anchor Bolts, Chris Towne
- Re: Q: Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, npitera
- dodecahedron, carlos estrella
- RE: dodecahedron, Daley, John
- RE: dodecahedron, Dave Adams
- Re: Anchor Bolts, Padmanabhan Rajendran
- RE: "Cantilevered Column" Structures, Matt Dotta
- Re: ACI 318 - Section 3.5.3.2 - Steel Reinforcement, Syed Basith
- Measuring moisture content in in-situ concrete, Charley Hamilton
- Steel Seismic Joint Surface, Paul Feather
- basis of IBC anchorage to concrete provisions, Dave Evans
- Re: Steel Seismic Joint Surface, David Finley
- RE: Steel Seismic Joint Surface, Nicholas Blackburn
- RE: Steel Seismic Joint Surface, Paul Pilarski
- Re: Steel Seismic Joint Surface, Tom Higgins
- welding, Scott Melnick
- Sheet Pile Wall Software, David Finley
- Re: Steel Seismic Joint Surface, Paul Feather
- Re: Steel Seismic Joint Surface, Paul Feather
- RE: Sheet Pile Wall Software, James J. Sherman
- RE: dodecahedron, vlad
- Re: basis of IBC anchorage to concrete provisions, Silva John (sj)
- submerged foundations, jccpc
- Re: FEMA 356 bare steel deck acceptance criteria, David B Merrick
- Re: submerged foundations, h . d . richardson
- Re: dodecahedron, John Schenne
- Re: Locating reinforcing in masonry walls, Structure Department
- Anchor Bolts- Some thoughts, G Vishwanath
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, desi j kiss
- Re: submerged foundations, Steven A.
- RE: Steel Seismic Joint Surface, Sherman, William
- RE: Measuring moisture content in in-situ concrete, Sherman, William
- RE: Kentucky PE Exam, Les Rhinehart
- RE: "Cantilevered Column" Structures, Sherman, William
- RE: Masonry compliance methods, Sherman, William
- RE: Kentucky PE Exam, Haan, Scott M.
- RE: Specifying Partial Penetration Groove Weld, Sherman, William
- RE: Sharing Excel Macros, Dennis Wish
- RE: Epoxy Coated Rebar, raul labbe
- Re: Kentucky PE Exam - Texas, Forrest Braun
- RE: Kentucky PE Exam - Texas, Haan, Scott M.
- RE: Anchor Bolts- Some thoughts, raul labbe
- Re: submerged foundations, jccpc
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- Re: Anchor Bolts- Some thoughts, sscholl2
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- RE: Anchor Bolts- Some thoughts, raul labbe
- RE: "Cantilevered Column" Structures, ijr
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- Re: Anchor Bolts- Some thoughts, Fountain Conner
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- Re: Anchor Bolts- Some thoughts, c2
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- RE: Anchor Bolts- Some thoughts, raul labbe
- RE: Anchor Bolts- Some thoughts, Bill Polhemus
- Epoxy Anchor Bolts- Some more thoughts, CarlS95
- Re: Ice Skating Rink live load, Rick Burch
- Re: Epoxy Anchor Bolts- Some more thoughts, c2
- RE: dodecahedron, Philip Christensen
- dodecahedron, carlos estrella
- Re: dodecahedron, Dooglefish
- Re: Kentucky PE Exam - Texas, Drew Morris
- Re: dodecahedron, carlos estrella
- Re: Kentucky PE Exam, Drew Morris
- Re: dodecahedron, asisclo villafuerte
- thank you - polyhedra, carlos estrella
- Anchor Bolts, Chris Towne
- RE: Measuring moisture content in in-situ concrete, Jones, Mark A
- RE: seaint Digest for 20 Jul 2001, William Keil
- RE: Anchor Bolts, Paul Martin
- RE: Anchor Bolts- Some thoughts, Dick_Roberts
- re: submerged foundations, Swingle, Mark
- Macamber System, Zachary Goswick
- Re: Sheet pile software, Kipp . A . Martin
- Wind Load on Pipe Rack, Hartzell, Frank
- RE: Macamber System, Jim Kestner
- RE: Sheet pile software, Brian K. Smith
- built up steel column, D.A.
- Re: Macamber System, Davis Parsons
- RE: built up steel column, Bill Polhemus
- Re: dodecahedron, Dooglefish
- Re: Sheet pile software, Dooglefish
- RE: built up steel column, Effland, Greg
- RE: Wind Load on Pipe Rack, Paul Martin
- Re: Sheet Pile Software, Kipp . A . Martin
- Epoxy Anchor Bolts - more add'l thoughts, Glenn Otto
- Re: built up steel column, Andrea Morelli
- RE: built up steel column, Francisco Diego Arcos
- RE: built up steel column, Christopher Wright
- RE: built up steel column, Rod Whitsel
- RE: built up steel column, Effland, Greg
- Cold-Formed Steel Design Seminars, LGSEA
- Tornado Refuge Areas, CanitzCF
- Re: Tornado Refuge Areas, c2
- Re: built up steel column, ijr
- Re:RE: Anchor Bolts- Some thoughts, Valerio, Vincenzo
- Re: built up steel column, Andrea Morelli
- Structural Engineering Review Workshop in S.F. Bay area, Byainc
- Bent Plate, Todd Hill
- Ed Haninger is out of the office., Ed . Haninger
- Q: Method for "Jacking" or Otherwise Elevating House Structure, Bill Polhemus
- Re: Bent Plate, Scott A. Dunham, PE
- RE: Bent Plate, Todd Hill
- RE: Bent Plate, Scott, William N.
- RE: Bent Plate, Bill Polhemus
- RE: Method for "Jacking" or Otherwise Elevating House Structure, Armijo, John J (PWCSD 182)
- RE: Bent Plate, Ron Hill
- RE: Bent Plate, Balmer James
- Re: Bent Plate, a_more
- RE: Bent Plate, Jones, Mark A
- Re: Method for "Jacking" or Otherwise Elevating House Structure, Paul Feather
- RE: Bent Plate, Bill Polhemus
- Re: Bent Plate, a_more
- Re: Bent Plate, a_more
- RE: Bent Plate, Scott, William N.
- Re: Bent Plate, a_more
- Re: Bent Plate, a_more
- Structuralist.Net: Plywood Shearwall Deflection per IBC 2305.3.2 XLS Spreadsheet, Dennis Wish
- Re: built up steel column, Paul Ransom
- Re: built up steel column, Christopher Wright
- Natural frequency of fresh concrete, Nakhorn P
- Re: Q: Method for "Jacking" or Otherwise Elevating House Structure, sscholl2
- Re: Q: Method for "Jacking" or Otherwise Elevating House Structure, ken kirkland
- Calcuation of Torsional Acceleration, youngkj
- Re: Q: Method for "Jacking" or Otherwise, Roger Turk
- Re: Q: Method for "Jacking" or Otherwise, sscholl2
- RE: built up steel column, David Williams
- RE: built up steel column, Mark E. Deardorff
- Re: built up steel column, h . d . richardson
- top connections for basement wall, Helen Zhou
- Hardy Frame, Mark Baker
- RE: top connections for basement wall, Haan, Scott M.
- RE: top connections for basement wall, David Fisher
- Re: Q: Method for "Jacking" or Otherwise, Roger Turk
- Re: top connections for basement wall, Samir Ghosn
- RE: Hardy Frame, George Richards, P.E.
- minimum weld size - AISC vs. AWS vs. Blodgett's Design of Welded Structures, Ken Peoples
- RE: top connections for basement wall, Mike Valley
- FEMA 350, 351, 352, 353, Russell Berkowitz
- RE: Hardy Frame, Dennis Wish
- Cannot unsubscribe from the list, Zeccos Dimitris
- RE: FEMA 350, 351, 352, 353, Haan, Scott M.
- RE: minimum weld size - AISC vs. AWS vs. Blodgett's Design of Welded Structures, Ron Hill
- FEMA 350, 351, 352, 353, Tom . Hunt
- Re: Cannot unsubscribe from the list, Scott A. Dunham, PE
- Snow Drift Loads, Peder Golberg
- Re: top connections for basement wall, Chris TSE
- Re: Hardy Frame, Mark D. Anderson PE
- Min. UL Beam Size, Jim Kestner
- Re: Snow Drift Loads, Conrad Guymon, P.E.
- Re: Hardy Frame, Christopher Wright
- "Smooth" Conical Roof System, Scott C. Bernard, E.I.T.
- RE: Snow Drift Loads, Haan, Scott M.
- No ICBO - Satisfy plan checker, Gerard Madden
- Re: No ICBO - Satisfy plan checker, Samir Ghosn
- RE: No ICBO - Satisfy plan checker, George Richards, P.E.
- Re: No ICBO - Satisfy plan checker, Byainc
- RE: Hardy Frame, Mark Baker
- RE: No ICBO - Satisfy plan checker, Haan, Scott M.
- Re: Hardy Frame, Ed Latthitham
- RE: Cannot unsubscribe from the list, Bill Polhemus
- RE: built up steel column, Bill Polhemus
- Re: "Smooth" Conical Roof System, Bruce Pooley
- Re: built up steel column, Dooglefish
- RE: Hardy Frame, Dennis Wish
- RE: No ICBO - Satisfy plan checker, MKnight
- RE: No ICBO - Satisfy plan checker, Dennis Wish
- HSS truss connections, jpriley485
- RE: top connections for basement wall, Dennis Wish
- TEDDS, Brian K. Smith
- Special 8/16 Mtg w/ ICBO, CBSC, CALBO, Becker, Rick
- Re: top connections for basement wall, Nels Roselund, SE
- Re: No ICBO - Satisfy plan checker, Nels Roselund, SE
- RE: HSS truss connections, Mark E. Deardorff
- Steel OSHA Notes, richard lewis
- RE: HSS truss connections, jpriley485
- Re: top connections for basement wall, Paul Feather
- RE: HSS truss connections, Bill Polhemus
- Re: No ICBO - Satisfy plan checker, Gerard Madden
- RE: HSS truss connections, Armijo, John J (PWCSD 182)
- RE: HSS truss connections, David Williams
- Sloped decking and non sloped beam flanges, Balmer James
- RE:"Epoxy?/Chemical? Anchors", Wollmershauser Richard (wr)
- RE: Sloped decking and non sloped beam flanges, Nicholas Blackburn
- RE:"Epoxy?/Chemical? Anchors", Gerard Madden
- Re: top connections for basement wall, Barry H. Welliver
- #126 Truscon O-T Bar Joists, Jamie Heupel
- Re: top connections for basement wall, Conrad Guymon, P.E.
- Re: Cannot unsubscribe from the list, Scott A. Dunham, PE
- RE: "Epoxy?/Chemical? Anchors"-fires, Haan, Scott M.
- RE: HSS truss connections, Mark E. Deardorff
- Re: Sloped decking and non sloped beam flanges, Samir Ghosn
- Lock-Up Devices, D.P. Koutsoukos
- RE: Sloped decking and non sloped beam flanges, David Williams
- RE: HSS truss connections, jpriley485
- Re: Steel OSHA Notes, Peter James
- Re: top connections for basement wall, Nels Roselund, SE
- Re: top connections for basement wall, Paul Feather
- min. steel in cast in place piers, Francisco Duarte
- RE: min. steel in cast in place piers, Mike Valley
- Excel special characters, jpriley485
- RE: Excel special characters, Mark E. Deardorff
- Re: Excel special characters, Jaswant N. Arlekar
- Re: Excel special characters, Jeng-Wei Li
- Re: Excel special characters, Mark Nowmos
- ETABS 7 different slab loading, Jeng-Wei Li
- Re: min. steel in cast in place piers, Scott Maxwell
- RE: Excel special characters, jpriley485
- Was: Excel special characters Now: Special Characters and Custom Cell Formats, Dennis Wish
- Re: Excel special characters, Gary Harris
- Useful Tip - Renew your Inkjet printers, Dennis Wish
- RE: Excel special characters Now: Special Characters and Custom C ell Formats, Jones, Mark A
- Mexico earthquake loads, John Holliday
- Re: Snow Drift Loads, Jake Watson
- Re: Snow Drift Loads, Peder Golberg
- RE: Useful Tip - Renew your Inkjet printers, Jeff Chacon
- RE: Sloped decking and non sloped beam flanges., Bill Marczewski
- RE: Useful Tip - Renew your Inkjet printers, David Williams
- RE: Useful Tip - Renew your Inkjet printers, Bill Polhemus
- RE: Useful Tip - Renew your Inkjet printers, jpriley485
- Re: Useful Tip - Renew your Inkjet printers, Conrad Guymon, P.E.
- Re: Useful Tip - Renew your Inkjet printers, Conrad Guymon, P.E.
- RE: Useful Tip - Renew your Inkjet printers, Christopher Wright
- Re: Useful Tip - Renew your Inkjet printers, Conrad Guymon, P.E.
- IBC Masonry Provisions, Jake Watson
- RE: Useful Tip - Renew your Inkjet printers, Dennis Wish
- RE: IBC Masonry Provisions, Haan, Scott M.
- Pressure Vessel Lead, Bill Allen, S.E.
- Re: Useful Tip - Renew your Inkjet printers, ijr
- RE: Excel special characters Now: Special Characters and Custom C ell Formats, Dennis Wish
- RE: Useful Tip - Renew your Inkjet printers, Dennis Wish
- Update to the Pole Foundation Design Spreadsheet on Structuralist.Net, Dennis Wish
- Re: Mexico earthquake loads, Javier Encinas
- Re: Useful Tip - Renew your Inkjet printers, Steven A.
- Blast Resistant Doors, rajamohan
- RE: Blast Resistant Doors, Bill Polhemus
- MathCad Questions--Metafile, Szuchuan Chang
- [Fwd: Important: Virus Alert, Please Read], Chris TSE
- Re: Blast Resistant Doors, Daniel Indrawan
- RE: Blast Resistant Doors, Bill Polhemus
- Re: More Slab on Grade Comments, sscholl2
- Blast resistant doors, G Vishwanath
- RE: MathCad Questions--Metafile, Mark E. Deardorff
- RE: Blast Resistant Doors, Ron Hill
- Email messages with attached viruses, Dennis Wish
- Re: Email messages with attached viruses, jimmycccccc
- Re: Email messages with attached viruses, Christopher Wright
- RE: Blast Resistant Doors, Pappas, Glen Lt Col USAF
- Re: Blast Resistant Doors, Walter Sawruk
- RE: Excel special characters Now: Special Characters and Custom Cell Formats, jpriley485
- RE: Excel special characters Now: Special Characters and Custom Cell Formats, Scott Maxwell
- Pre-Fabricated Pipe Bridge, YI
- Steel Plate Thicknesses, Pat Symons
- Steel frame with concrete shear wall, Fariborz Tehrani
- Job opportunities at the City of San Jose, CA, Yousefi, Ben
- Re: top connections for basement wall, Pat Clark
- Cable Software, Brad Friederichs
- Re: Cable Software, Christopher Wright
- Re: Cable Software, Fariborz Tehrani
- reduction in allowable bending stress of aluminum at welds, Ken Peoples
- RE: Cable Software, Brad Friederichs
- Re: Pre-Fabricated Pipe Bridge, h . d . richardson
- Re: reduction in allowable bending stress of aluminum at welds, Scott A. Dunham, PE
- Take out my name, Fredrick Mbogo
- test, Ken Peoples
- Re: Cable Software, Samir Ghosn
- RE: Cable Software, Viral Shah
- RE: Cable Software, Waterman Drinkwater
- RE: test, John Dreger
- CFS Column with Fixed Base, Michael Hemstad
- Early BOCA and other codes., jccpc
- Welding Headed Studs thru Metal Deck, Jim Kestner
- RE: Cable Software, Mike Valley
- test yard, Anirban Basu
- ASTM A625, Dan Goodrich
- RE: Welding Headed Studs thru Metal Deck, Bill Polhemus
- Re: Welding Headed Studs thru Metal Deck, Drew A. Norman, SE
- RE: ASTM A625, Scott, William N.
- RE: reduction in allowable bending stress of aluminum at welds, jpriley485
- curve steel beam, Francisco Duarte
- Re: ASTM A625, Gerard Madden
- RE: test yard, Michael Bryson
- U.S. PE obtaining Ontario PE Registration, Nick Bassar
- Re: Early BOCA and other codes., sscholl2
- Wind & Snow Loads in Seoul, South Korea, Anurag Jain
- Re: Welding Headed Studs thru Metal Deck, Davis Parsons
- Re: curve steel beam, Chris TSE
- RE: curve steel beam, Scott, William N.
- AISC Appd. 'B' - Qs, richard lewis
- RE: test yard, jpriley485
- RE: test yard, Jones, Mark A
- Re: test yard, Drew Morris
- RE: reduction in allowable bending stress of aluminum at welds, Sherman, William
- Re: curve steel beam, GSKWY
- Re: Cable Software, GSKWY
- RE: Wind & Snow Loads in Seoul, South Korea, Foy, Warren
- [no subject], KMoore
- RE: Cable Software, Jones, Mark A
- RE: ASTM A625, Effland, Greg
- Re: curve steel beam, sscholl2
- RE: AISC Appd. 'B' - Qs, Effland, Greg
- Re: AISC Appd. 'B' - Qs, Rick . Drake
- Re: AISC Appd. 'B' - Qs, Davis Parsons
- Re: U.S. PE obtaining Ontario PE Registration, h . d . richardson
- RE: U.S. PE obtaining Ontario PE Registration, Matthew Stuart
- test yard, CarlS95
- Water inside the Steel Pipe column?, ken kirkland
- Re: Water inside the Steel Pipe column?, R.P. Mehrotra/engg
- Re: Welding Headed Studs thru Metal Deck, Patrick Rodgers
- RE: U.S. PE obtaining Ontario PE Registration, vlad
- RE: Excel special characters Now: Special Characters and Custom Cell Formats, Dennis Wish
- Re: Water inside the Steel Pipe column?, Steven A.
- Re: test yard, Christopher Wright
- RE: reduction in allowable bending stress of aluminum at welds, Christopher Wright
- RE: curve steel beam, Gary Ehrlich
- Soils Engineer - Structural Engineer Responsibility, jmochi
- Re: U.S. PE obtaining Ontario PE Registration, Ken Peoples
- E, allowable bending and allowable horiz. shear for #2 hem-fir KD 15%, Ken Peoples
- Re: Soils Engineer - Structural Engineer Responsibility, richard lewis
- Re: Soils Engineer - Structural Engineer Responsibility, Samir Ghosn
- Re: Soils Engineer - Structural Engineer Responsibility, Fariborz Tehrani
- RE: E, allowable bending and allowable horiz. shear for #2 hem-fi r KD 15%, George Richards, P.E.
- Re: Water inside the Steel Pipe column?, Syed Basith
- Re: Soils Engineer - Structural Engineer Responsibility, Paul Feather
- Re: Soils Engineer - Structural Engineer Responsibility, Chris TSE
- FW: Bob Fowler, Sid Danandeh
- Re: La Historia de Ruth, Carlos García
- East Coast Timber, Brian K. Smith
- Re: E, allowable bending and allowable horiz. shear for #2 hem-fir KD 15%, Peder Golberg
- HSS Specification, richard lewis
- Re: U.S. PE obtaining Ontario PE Registration, Scott Maxwell
- Re: U.S. PE obtaining Ontario PE Registration, Paul Feather
- Re: U.S. PE obtaining Ontario PE Registration, Vance Grover
- Re: Soils Engineer - Structural Engineer Responsibility, Chris Lillback
- RE: East Coast Timber, Bill Polhemus
- RE: HSS Specification, Michael Bryson
- RE: E, allowable bending and allowable horiz. shear for #2 hem-fi r KD 15%, Michael Bryson
- Off Topic; Windows 95 & DSL, Fountain Conner
- RE: curve steel beam, Scott Maxwell
- Re: U.S. PE obtaining Ontario PE Registration, John Schenne
- Re: Off Topic; Windows 95 & DSL, Scott Maxwell
- Re: Off Topic; Windows 95 & DSL, Gil Brock
- Re: East Coast Timber, Rick Burch
- RE: Soils Engineer - Structural Engineer Responsibility, Lao, Larry
- RE: Off Topic; Windows 95 & DSL, Bill Polhemus
- RE: Off Topic; Windows 95 & DSL, Bill Polhemus
- RE: E, allowable bending and allowable horiz. shear for #2 hem-fir KD 15%, David Williams
- RE: La Historia de Ruth, Foy, Warren
- doing your own house inspections, Alden Manipula
- RE: La Historia de Ruth, Lao, Larry
- RE: curve steel beam, Armijo, John J (PWCSD 182)
- FW: Services for Bob Fowler, Becker, Rick
- RE: Off Topic; Windows 95 & DSL, Caldwell, Stan
- RE: Soils Engineer - Structural Engineer Responsibility, Syed Basith
- E, allowable bending and horiz. shear for #2 hem-fir, awcinfo
- RE: doing your own house inspections, Zachary Goswick
- RE: La Historia de Ruth, Bill Polhemus
- RE: Soils Engineer - Structural Engineer Responsibility, jmochi
- Re: Soils Engineer - Structural Engineer Responsibility, Drew A. Norman, SE
- Re: Job opportunities at the City of San Jose, CA, Syed Basith
- Re: HSS Specification, Jason Emoto
- RE: Soils Engineer - Structural Engineer Responsibility, Syed Basith
- RE: doing your own house inspections, Paul Crocker
- Re: Off Topic; Windows 95 & DSL (long), Charley Hamilton
- [no subject], David Williams
- Non related engineering question?, ken kirkland
- RE: Off Topic; Windows 95 & DSL, jpriley485
- RE: Off Topic; Windows 95 & DSL, jpriley485
- TEST 2 Please Delete, Shafat Qazi
- Test Message Please Delete, Shafat Qazi
- TEST 3 Please Delete, Shafat Qazi
- Be(e) Careful !, G Vishwanath
- House Inspection, G Vishwanath
- closure strip connection to wall fixed or hinged? [post tensioned flat plate ], Haan, Scott M.
- test, please delete, TB
- RE: Soils Engineer - Structural Engineer Responsibility, Mark Gilligan
- Off Topic; Windows 95 & DSL, Roger Turk
- TEST (please delete), Hemmatyar
- Timber Pile Specifications, mark francois
- RE: Off Topic; Windows 95 & DSL, Ron Hill
- Another Test Please Delete, Shafat Qazi
- RE: East Coast Timber, James P. Shedlauskas, P.E.
- Engineers Designing their own houses., G Vishwanath
- Engineers Designing their own houses., Roger Turk
- Re: U.S. PE obtaining Ontario PE Registration, Peter James
- Engineer needed with VB Programming experience, Dennis Wish
- More Tests - Please delete, Shafat Qazi
- Why am I testing?, Shafat Qazi
- RE: Engineers Designing their own houses., Dennis Wish
- distress criteria, Chris Lillback
- Level or Not, Jnapd
- distress criteria, Chris Lillback
- distress criteria, Chris Lillback
- distress criteria, Chris Lillback
- Re: Why am I testing?, Chris Lillback
- distressed residence, Chris Lillback
- RE: distress criteria, Bill Polhemus
- RE: Question on Wooden Roof Trusses and "Toothed truss Plates", Dennis Wish
- AOL Problems, Shafat Qazi
- Q: Attachment of 2X to CFS, Bill Polhemus
- Question, TahirQ
- Re: Question, Rlfong
- AREA (fwd), Jaswant N. Arlekar
- RE: HSS Specification, Roger Davis
- RE: AREA (fwd), Jonathan Mallard
- Re: Non related engineering question?, Pat Ebner
- RE: Question, Sherman, William
- Structural Engineering Review Workshop in S.F. Bay Area, Byainc
- RE: Off Topic; Windows 95 & DSL, Bill Polhemus
- RE: Question, James J. Sherman
- Re: Question, Christopher Wright
- Re: Question, Roger Turk
- Re: Non related engineering question?, Roger Turk
- Question on Wooden Roof Trusses and "Toothed truss Plates", Hyndman, Keith
- RE: Non related engineering question?, Caldwell, Stan
- RE: Attachment of 2X to CFS, David Williams
- RE: Question, Howard, Tripp
- RE: Engineers Designing their own houses., sharonb
- Re: Engineers Designing their own houses., GSKWY
- RE: Engineers Designing their own houses, Roger Turk
- RE: Question, Syed Basith
- RE: Question, Frank Yang
- question on unzip, namvy
- RE: Engineers Designing their own houses., Christopher Wright
- Re: HSS Specification, richard lewis
- Re: Question on Wooden Roof Trusses and "Toothed truss Plates", Forrest Braun
- question on unzip, Roger Turk
- RE: Attachment of 2X to CFS, George Richards, P.E.
- Re: Question on Wooden Roof Trusses and "Toothed truss Plates", Dan Goodrich
- Saftey Gates and OSHA Regulations 1910.21, R N
- Column Base Plates, Jim Kestner
- RAR Download Location, Roger Turk
- RE: Saftey Gates and OSHA Regulations 1910.21, Paul Martin
- RE: RAR Download Location, Bill Polhemus
- Question on Wood Roof Trusses and "Toothed truss Plates", AWCINFO
- Timber Pile Specifications, AWCINFO
- Re: closure strip connection to wall fixed or hinged? [post tensioned flat pl..., GSKWY
- RE: RAR Download Location, Roger Turk
- Re: closure strip connection to wall / cantilevered construction, GSKWY
- RE: RAR Download Location, Bill Polhemus
- off topic - STC rating for metal deck roof system, Ken Peoples
- RE: RAR Download Location, Roger Turk
- Re: Saftey Gates and OSHA Regulations 1910.21, Fountain Conner
- RE: off topic - STC rating for metal deck roof system, Mark E. Deardorff
- ACI Anchor Bolt Placing Tolerances, Russell Berkowitz
- RE: off topic - STC rating for metal deck roof system, David Williams
- Vulcraft Monopoly, jmochi
- RE: ACI Anchor Bolt Placing Tolerances, Sherman, William
- OSHA definition of post - 2 anchor rods acceptable, Haan, Scott M.
- Lateral design of conc. pier, J. K.
- Re: Vulcraft Monopoly, Drew A. Norman, SE
- Re: ACI Anchor Bolt Placing Tolerances, Fountain Conner
- Re: OSHA definition of post - 2 anchor rods acceptable, Forrest Braun
- RE: A15, intermediate grade reinforcing, HAWNENG
- Re: Lateral design of conc. pier, h . d . richardson
- RE: RAR Download Location, Dennis Wish
- Re: ACI Anchor Bolt Placing Tolerances, Scott Maxwell
- RE: Timber Pile Specifications, Dennis Wish
- Structural Collapse of Convention Center in Charlotte NC, James Lane, P.E.
- RE: RAR Download Location, Scott Maxwell
- RE: OSHA definition of post - 2 anchor rods acceptable, Haan, Scott M.
- RE: A15, intermediate grade reinforcing, Bill Polhemus
- Re: Lateral design of conc. pier, Scott Maxwell
- Re: Column Base Plates, h . d . richardson
- Re: Hardy Frame, Robert Kazanjy
- RE: RAR Download Location, Bill Polhemus
- Re: OSHA definition of post - 2 anchor rods acceptable, James Hannah
- Code of Professional Conduct - State of California - Engineers, Matthew Stuart
- RE: RAR Download Location, Christopher Wright
- RE: A15, intermediate grade reinforcing, Roger Davis
- Re: HSS Specification, Davis Parsons
- Subject: Re: Lateral design of conc. pier, J.R. Harris & Company
- Question on Wooden Roof Trusses and "Toothed truss Plates, Steven Mallett
- RE: Vulcraft Monopoly, Armijo, John J (PWCSD 182)
- New Online Courses for Structural Engineers at www.PDHonline.org, Overton Green
- Q: Building Expansion Joint, Bill Polhemus
- RE: Subject: Re: Lateral design of conc. pier, Adair, Joel
- Re: Vulcraft Monopoly, sscholl2
- RE: A15, intermediate grade reinforcing, Roger Turk
- Bolting chat in 3 mintes, Charlie Carter
- Re: question on unzip, namvy
- Question on Wooden Roof Trusses and "Toothed truss Plates, Steven Mallett
- Stainless Steel Design Question, Ritter, Mike
- Re: Lateral design of conc. pier, Kipp . A . Martin
- Re: Code of Professional Conduct - State of California - Engineers, Paul Feather
- Aluminum Stairs, CanitzCF
- Re: HSS Specification, richard lewis
- re:Subject: Question, J.R. Harris & Company
- RE: Building Expansion Joint, Michael Bryson
- RE: Subject: Re: Lateral design of conc. pier, Howard, Tripp
- RE: Lateral design of conc. pier, John Dreger
- Wood Handbook, AWCINFO
- RE: OSHA definition of post - 2 anchor rods acceptable, Scott, William N.
- RE: Subject: Re: Lateral design of conc. pier, Armijo, John J (PWCSD 182)
- Re: Vulcraft Monopoly, RDAHLMANN
- Re: Stainless Steel Design Question, Christopher Wright
- Re: Stainless Steel Design Question, Rick . Drake
- Re: OSHA definition of post - 2 anchor rods acceptable, Forrest Braun
- Find reference., Yusa Krisnanto
- Hollow-core panel with concentrated load, Sherman, William
- RE: Aluminum Stairs, Glenn Otto
- RE: Saftey Gates and OSHA Regulations 1910.21, Sherman, William
- RE: Wood Handbook, Dennis Wish
- Re: Code of Professional Conduct - State of California - Engineers, Jnapd
- RE: Code of Professional Conduct - State of California - Engineers, Dennis Wish
- Double Shots (no chaser), mkrakower
- Re: (OT) Code Red Activity Report, Roger Turk
- Off - topic : House versus Home, G Vishwanath
- Re: Stainless Steel Design Question, David Sharp
- RE: Aluminum Stairs, Sherman, William
- RE: (OT) Code Red Activity Report, Bill Polhemus
- Anchor bolt cover, Randy Diviney
- RE: Aluminum Stairs, Jones, Mark A
- RE: Stainless Steel Design Question, Dave Adams
- Re: (OT) Code Red Activity Report, Charley Hamilton
- RE: Anchor bolt cover, Sherman, William
- Stairs, Mitchell J. Sklar
- Re: Stainless Steel Design Question, Christopher Wright
- RE: (OT) Code Red Activity Report, Bill Polhemus
- Re: Aluminum Stairs, GSKWY
- RE: Aluminum Stairs, YI
- Re: Mexico earthquake loads, FRANCISCO HUERTA
- Re: HSS Specification, Allen Adams
- RE: Anchor bolt cover, Wollmershauser Richard (wr)
- Re: Column Base Plates, Syed Basith
- Re: Q: Building Expansion Joint, Davis Parsons
- Re: HSS Specification, Davis Parsons
- RE: Aluminum Stairs, jpriley485
- RE: Q: Building Expansion Joint, David Williams
- Anchor bolt cover, Tom . Hunt
- Re: Stairs, h . d . richardson
- Economical Stitch Weld, richard lewis
- RE: Aluminum Stairs, YI
- Re: Q: Building Expansion Joint, Davis Parsons
- Anchor bolt cover, Desi Kiss
- RE: Q: Building Expansion Joint, Todd Hill
- Re: HSS Specification, richard lewis
- x-brace, Mark Pemberton
- Re: Double Shots (no chaser), Steven A.
- eccentric hss braces / erection bolts, David Adie
- RE: Anchor bolt cover, David Adie
- Re: HSS Specification, Davis Parsons
- Re: HSS Specification, Gerard Madden
- Q: Inspection of Roof Deck To Steel Joist Welds - Standard Building Code, Bill Polhemus
- RE: HSS Specification, Bill Polhemus
- RE: HSS Specification, Gerard Madden
- Re: Stairs, Roger Turk
- Re: eccentric hss braces / erection bolts, Bruce Caro
- Re: Q: Inspection of Roof Deck To Steel Joist Welds - Standard Building Code, Scott Maxwell
- Wood - Framing Curved wood diaphragm, Dennis Wish
- Re: eccentric hss braces / erection bolts, Mlcse
- City of San Diego and Proprietary Shearwalls, Dennis Wish
- Re: Wood - Framing Curved wood diaphragm, Gerard Madden
- RE: Wood - Framing Curved wood diaphragm, Dennis Wish
- RE: x-brace, Matthew Stuart
- RE: Q: Inspection of Roof Deck To Steel Joist Welds - StandardBuilding Code, Bill Polhemus
- RE: Column Base Plates, Jim Kestner
- RE: Column Base Plates, Jones, Mark A
- RE: Column Base Plates, Ron Hill
- RE: Column Base Plates, Jim Kestner
- HSS Specification, Davis Parsons
- Re: City of San Diego and Proprietary Shearwalls, chuckuc
- RE: City of San Diego and Proprietary Shearwalls, sharonb
- Re: City of San Diego and Proprietary Shearwalls, Paul Feather
- RE: HSS Specification, Bill Polhemus
- RE: City of San Diego and Proprietary Shearwalls, Dennis Wish
- Re: Q: Inspection of Roof Deck To Steel Joist Welds - Standard BuildingCode, Davis Parsons
- Re:Stainless Steel Design Question, Prakash C. Chowdhury
- Reinforcing Composite Beams (LRFD), Randy Hizon
- RE: Q: Inspection of Roof Deck To Steel Joist Welds - Standard BuildingCode, Bill Polhemus
- RE: Column Base Plates, Silva John (sj)
- RE: Column Base Plates, Panos Trochalakis
- Railing Deflections, Russell Berkowitz
- Re: Column Base Plates, COEngineer
- RE: Wood - Framing Curved wood diaphragm, Gerard Madden
- Re: Railing Deflections, Samir Ghosn
- RE: Railing Deflections, George Richards, P.E.
- RE: Column Base Plates, Mike Valley
- RE: Railing Deflections, Panos Trochalakis
- RE: Railing Deflections, Blomberg, Paul
- Re: Stairs, h . d . richardson
- RE: Railing Deflections, Syed Basith
- RE: Railing Deflections, Yousefi, Ben
- Just Like Magic, Caldwell, Stan
- RE: Q: Building Expansion Joint, Deneff, Christopher
- EUROPEAN SECTIONS, Juan José Treff De la Mora
- Re: Just Like Magic, Gerard Madden
- RE: Just Like Magic, Effland, Greg
- RE: Just Like Magic, Nicholas Blackburn
- RE: EUROPEAN SECTIONS, Gunnar Hafsteinn Isleifsson
- RE: Railing Deflections, Jones, Mark A
- RE: Just Like Magic, Caldwell, Stan
- STEEL PROPERTIES, Juan José Treff De la Mora
- RE: Column Base Plates, Scott Maxwell
- Re: Just Like Magic, Scott Maxwell
- RE: Wood - Framing Curved wood diaphragm, Dennis Wish
- 1997 UBC 2308 [shrinkage-creep multi-story stud wall check] equiv alent in 2000 IBC?, Haan, Scott M.
- Re: Just Like Magic, Gerard Madden
- RE: Railing Deflections, Jeff Smith
- Re: Just Like Magic, Gil Brock
- Re: Just Like Magic, Gerard Madden
- Re: Just Like Magic, Chris Lillback
- Professional Fees for engineering services, mark francois
- Re: Professional Fees for engineering services, Gerard Madden
- Re: Wood - Framing Curved wood diaphragm, Nels Roselund, SE
- RE: HSS Specification, Charlie Carter
- RE: Professional Fees for engineering services, Bill Polhemus
- Question regarding Shanghai, Marten Eddy
- Re: Just Like Magic, Steve Privett
- Re: EUROPEAN SECTIONS, ijr
- Risa-3D Version 4.5, Dennis Wish
- RE: HSS Specification, Charlie Carter
- Mezzanine Loading Signs, Zachary Goswick
- Re: Question regarding Shanghai, Drew A. Norman, SE
- Q: Joist Bearing Seat Info, Bill Polhemus
- Fw: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OF US$23,600,000.00, richard lewis
- RE: Mezzanine Loading Signs, Scott, William N.
- Corbel Pin design, Ken Peoples
- pin material, Ken Peoples
- RE: Joist Bearing Seat Info, Matthew Stuart
- Re: Fw: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OF US$23,600,000.00, Gerard Madden
- RE: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OF US$23,600,000.00, Bill Polhemus
- Re: pin material, Christopher Wright
- RE: Fw: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE:TRANSFER OF US$23,600,000.00, Bill Polhemus
- Re: Corbel Pin design, Christopher Wright
- Re: Question regarding Shanghai, Richard Bradshaw
- 4 WELDED PLATE SECTIONS, Juan José Treff De la Mora
- pin material, Roger Turk
- OSHPD Seismic Anchorage, Gerard Madden
- Re: Professional Fees for engineering services, h . d . richardson
- cantilever wood deck, Steve Privett
- Fw: REQUEST FOR URGENT CONFIDENTIAL RELA, Roger Turk
- Re: cantilever wood deck, Jnapd
- anchor bolt design, GEETESH N. GHANEKAR
- Re:REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OFUS$23,600,000.00, Chris TSE
- RE: anchor bolt design, Charlie Carter
- Find reference., Roger Turk
- Re: Anchor bolt cover, James Adams
- Re: cantilever wood deck, Nels Roselund, SE
- Re: cantilever wood deck, Steve Privett
- RE: Anchor bolt cover, Mark E. Deardorff
- Bridge Deck Connections, h . d . richardson
- Re: Bridge Deck Connections, Mark D. Anderson PE
- Re: Bridge Deck Connections, Bruce Pooley
- Re: 4 WELDED PLATE SECTIONS, ijr
- RE: 4 WELDED PLATE SECTIONS, vlad
- RE: IBC Masonry Provisions, Max Porter
- Re: cantilever wood deck, Jnapd
- Q: Wind Load Transmitted Indirectly to "Component", Bill Polhemus
- Re: Find reference., Yusa Krisnanto
- RE: Wind Load Transmitted Indirectly to "Component", Brian K. Smith
- RE: Anchor bolt cover, Desi Kiss
- Re: Wind Load Transmitted Indirectly to "Component", Paul Feather
- FW: Anchor bolt cover, Desi Kiss
- RE: doing your own house inspections, Cain, William
- BOOK RECOMMENDATION, Juan José Treff De la Mora
- wind exposure, PFFEI
- Re: BOOK RECOMMENDATION, Gerard Madden
- RE: BOOK RECOMMENDATION, Desi Kiss
- RE: wind exposure, Bill Polhemus
- wind exposure, Tom . Hunt
- Re: wind exposure, Forrest Braun
- UBC Wind load on open-frame tower??, Pat Ebner
- RE: wind exposure, Bill Polhemus
- Re: wind exposure, CarlS95
- Hollow Core Planks, frp2000
- RE: Hollow Core Planks, Bill Polhemus
- Truscon Steel?, hffa
- RE: UBC Wind load on open-frame tower??, Paul Martin
- Truscon Steel?, Roger Turk
- Re: Hollow Core Planks, E.B.Davison, P.Eng.
- Wind Exposure, Tom . Hunt
- RE: Wind Exposure, Bill Polhemus
- BOOK RECOMMMENDATION, alfonss
- Weight of AR400 Steel Plate, Howard, Tripp
- RE: Weight of AR400 Steel Plate, Armijo, John J (PWCSD 182)
- RE: Weight of AR400 Steel Plate, Howard, Tripp
- BOOK RECOMMMENDATION, Roger Turk
- AISC vs. AISI, Oshin Tosounian
- RE: AISC vs. AISI, Charlie Carter
- Anchoring roof diaphargm to concrete wall, J. K.
- RE: Anchoring roof diaphargm to concrete wall, Michael Bryson
- RE: Anchoring roof diaphargm to concrete wall, Gerard Madden
- RE: Anchoring roof diaphargm to concrete wall, J. K.
- MORE RECOMMENDATIONS..., Juan José Treff De la Mora
- RE: Anchoring roof diaphargm to concrete wall, Michael Bryson
- Re: Anchoring roof diaphragm to concrete wall, Paul Feather
- Re: MORE RECOMMENDATIONS..., Paul Feather
- Classroom Text - Thanks to all, Dennis Wish
- Re: Anchoring roof diaphargm to concrete wall, sscholl2
- RE: Truscon Steel?, Jamie Heupel
- eFunda, Alden Manipula
- Re: Truscon Steel?, Davis Parsons
- Re: eFunda, Christopher Wright
- excel custom formats, David Adie
- RE: excel custom formats, Daley, John
- Re: excel custom formats, namvy
- Old 4x12 Sizes, Chris Roper
- RE: Old 4x12 Sizes, Scott, William N.
- Re: MORE RECOMMENDATIONS..., J.R. Harris & Company
- Old 4x12 Sizes, Roger Turk
- RE: Old 4x12 Sizes, Armijo, John J (PWCSD 182)
- RE: excel custom formats, Jones, Mark A
- RE: excel custom formats, Effland, Greg
- RE: excel custom formats, Mark E. Deardorff
- Re: excel custom formats, Padmanabhan Rajendran
- RE: Anchoring roof diaphragm to concrete wall, Michael Bryson
- More Recommendations (Steel Textbooks), Michael Hemstad
- Re: Anchoring roof diaphragm to concrete wall, Paul Feather
- Re: Old 4x12 Sizes, J. K.
- RE: Ancient 4x12 Sizes, Haan, Scott M.
- RE: Ancient 4x12 Sizes, Bill Polhemus
- 1970, Caldwell, Stan
- RE: Anchoring roof diaphragm to concrete wall, Michael Bryson
- RE: 1970, Bill Polhemus
- RE: 1970, Caldwell, Stan
- RE: 1970, Haan, Scott M.
- RE: 1970, David Williams
- Re: 1970, Drew A. Norman, SE
- Re: Anchoring roof diaphragm to concrete wall, Paul Feather
- RE: 1970, Bill Polhemus
- RE: 1970, Bill Polhemus
- Residential Design, Shear Walls Placement on Drawings, Szuchuan Chang
- Re: Residential Design, Shear Walls Placement on Drawings, Jnapd
- Vectorisatoin Tool, Raster to Vector (CAD) Tool, Szuchuan Chang
- Re: Residential Design, Shear Walls Placement on Drawings, R.P. Mehrotra/engg
- Re: Vectorisatoin Tool, Raster to Vector (CAD) Tool, Scott Maxwell
- RE: Vectorisatoin Tool, Raster to Vector (CAD) Tool, Bill Polhemus
- RE: Vectorisatoin Tool, Raster to Vector (CAD) Tool, David Williams
- Re: Vectorisatoin Tool, Raster to Vector, Roger Turk
- RE: Vectorisatoin Tool, Raster to Vector (CAD) Tool, Armijo, John J (PWCSD 182)
- RE: Shear Walls on drawings., Bill Marczewski
- RE: Residential Design, Shear Walls Placement on Drawings, Haan, Scott M.
- Re: 1970, richard lewis
- Re: Residential Design, Shear Walls Placement on Drawings, Paul Feather
- Residential Design, Shear Walls Placement on Drawings, David Gorton
- RE: 1970, TMadlem
- Re: Residential Design, Shear Walls Placement on Drawings, Pat Clark
- RE: 1970, Sprague, Harold O.
- RE: 1970, Haan, Scott M.
- RE: 1970, sharonb
- RE: 1970, Hyndman, Keith
- RE: CAD Vectorization Tool, Brent Koch
- Re: 1970, Davis Parsons
- RE: 1970, Haan, Scott M.
- Re: 1970, Davis Parsons
- Residential Design, Shear Walls Placement on Drawings, Lynn
- RE: 1970, Sherman, William
- 1970, E.B.Davison, P.Eng.
- HP Plotting Question, Keith De Lapp
- RE: 1970 - get a grip, David Adie
- Re: 1970 - get a grip, Jnapd
- Re: RE: 1970 - get a grip, Neal Root
- RE: 1970 - get a grip, Chris Roper
- aisc and steel design, Scott Melnick
- Re: 1970, Greg Smith
- Minimum Fillet Weld Size, Balmer James
- RE: 1970, Bill Polhemus
- RE: 1970, Bill Polhemus
- RE: 1970, Bill Polhemus
- RE: 1970, Bill Polhemus
- Re: 1970 - get a grip, thom(--nospam--at)onlinepcg
- Re: Minimum Fillet Weld Size, Paul Feather
- RE: 1970 - get a grip, Bill Polhemus
- RE: Minimum Fillet Weld Size, Sprague, Harold O.
- RE: 1970 - get a grip, Christopher Wright
- Re: 1970 - get a grip, GSKWY
- RE: 1970 - get a grip, George Richards, P.E.
- RE: 1970 - get a grip, David Fisher
- RE: Residential Design, Shear Walls Placement on Drawings, Dennis Wish
- RE: Job opportunities at the City of San Jose, CA, Djebli, Ahcene
- RE: Residential Design, Shear Walls Placement on Drawings, Michael Bryson
- Re: FEMA-350 Table 3-5, Gerard Madden
- RE: 1970 - get a grip, Bill Polhemus
- Re: HP Plotting Question, Forrest Braun
- RE: 1970 - get a grip, Bill Polhemus
- WAS: .... Shear Walls Placement ... Separate Shearwall Plan, Dennis Wish
- Re: 1970, Pat Clark
- RE: Residential Design, Shear Walls Placement on Drawings, Haan, Scott M.
- RE: 1970 - get a grip, Bill Polhemus
- Re: HP Plotting Question, Scott Maxwell
- RE: Residential Design, Shear Walls Placement on Drawings, Mark Pemberton
- WAS: Residential Design.... NOW: Structural Observation in IBC, Dennis Wish
- RE: 1970 - get a grip, sharonb
- Re: RE: 1970 - get a grip, R.P. Mehrotra/engg
- RE: 1970 - get a grip, Dennis Wish
- FEMA-350 Table 3-5, Mark Baker
- Re: RE: 1970 - get a grip, Gerard Madden
- [no subject], Ken E. Paquette
- RE: 1970, Roger Turk
- RE: 1970 - get a grip, jpriley485
- Re: FEMA-350 Table 3-5, Mark Baker
- RE:, Yousefi, Ben
- RE: Avoid mail viruses and worms!!, David Williams
- Re: shear tab connections in seismic zone, Jason Emoto
- Re: FEMA-350 Table 3-5, Jaswant N. Arlekar
- masonry veneer for residential use, Max Porter
- Re: 1970 - Now 1976, richard lewis
- Re: Residential Design, Shear Walls Placement on Drawings, Chris TSE
- RE: Avoid mail viruses and worms!!, Roger Turk
- RE: Avoid mail viruses and worms!!, David Williams
- Soil stiffness, Christopher Wright
- Rigid Insulation, Alden Manipula
- RE: Avoid mail viruses and worms!!, Jaswant N. Arlekar
- Re: Rigid Insulation, Robert Freeman
- Re: Soil stiffness, Conrad Guymon
- Re: Rigid Insulation, Conrad Guymon
- RE: Soil stiffness, Cain, William
- Re: Rigid Insulation, Forrest Braun
- Re: Soil stiffness, Eric Ober
- RE: Soil stiffness, Haan, Scott M.
- Re: Rigid Insulation, Alden Manipula
- RE: Avoid mail viruses and worms!!, Effland, Greg
- Re: Rigid Insulation, h . d . richardson
- Re: Rigid Insulation, Samir Ghosn
- RE: Soil stiffness, Sherman, William
- RE: MORE RECOMMENDATIONS..., Pappas, Glen Lt Col USAF
- Gable End Wood Roof Trusses, Jim Kestner
- RE: Soil stiffness, Sherman, William
- RE: Rigid Insulation, Sprague, Harold O.
- Re: FEMA-350 Table 3-5, Mark Baker
- Re: Gable End Wood Roof Trusses, Robert Freeman
- Re: Gable End Wood Roof Trusses, Conrad Guymon
- Gable End Wood Roof Trusses, Roger Turk
- RE: Avoid mail viruses and worms!!, Dennis Wish
- Re: Soil stiffness, Conrad Guymon
- DEFINE STRUCTURAL ENGINEERING, Shival Tailor
- RE: Gable End Wood Roof Trusses, Dennis Wish
- RE: Rigid Insulation, Cain, William
- RE: Gable End Wood Roof Trusses, Dennis Wish
- RE: DEFINE STRUCTURAL ENGINEERING, Cain, William
- RE: Gable End Wood Roof Trusses, Haan, Scott M.
- Re: Soil stiffness, h . d . richardson
- Re: Soil stiffness, Christopher Wright
- RE: Gable End Wood Roof Trusses, Roger Davis
- Rocking Capacity Of Walls, Michael Bryson
- Re: 1970, Nels Roselund, SE
- RE: Gable End Wood Roof Trusses, Roger Turk
- Re: Rocking Capacity Of Walls, Nels Roselund, SE
- Re: HP Plotting Question, Keith De Lapp
- Re: HP Plotting Question, Keith De Lapp
- RE: Gable End Wood Roof Trusses, Dennis Wish
- RE: Rocking Capacity Of Walls, Dennis Wish
- RE: Gable End Wood Roof Trusses, Roger Turk
- Re: masonry veneer for residential use, Nels Roselund, SE
- Re: 1970 - get a grip, Mark Nowmos
- Isolate stainless steel A.B.s from Aluminum, Tom Hammond
- RE: Gable End Wood Roof Trusses, Dennis Wish
- Re: Isolate stainless steel A.B.s from Aluminum, h . d . richardson
- Re: Rocking Capacity Of Walls, J. K.
- Ron La Plante is out of the office., rlaplant
- RE: HP Plotting Question, Dennis Wish
- Re: Gable End Wood Roof Trusses, Chris TSE
- RE: Gable End Wood Roof Trusses, Jim Kestner
- Load Combination as per UBC97, Structure Department
- Re: Gable End Wood Roof Trusses, sscholl2
- RE: Gable End Wood Roof Trusses, Roger Turk
- RE: Gable End Wood Roof Trusses, George Richards, P.E.
- RE: Gable End Wood Roof Trusses, Jim Kestner
- RE: masonry veneer for residential use, George Richards, P.E.
- Re: HP Plotting Question, Forrest Braun
- Re: Residential Design, Shear Walls Placement on Drawings, Szuchuan Chang
- RE: Load Combination as per UBC97, Mike Valley
- Re: Gable End Wood Roof Trusses, Mark Nowmos
- Re: Residential Design, Shear Walls Placement on Drawings, Chris TSE
- Re: Gable End Wood Roof Trusses, Chris TSE
- Windows, frp2000
- RE: Residential Design, Shear Walls Placement on Drawings, Vire Varma
- RE: Windows, vlad
- RE: Windows, Roger Turk
- LRFD, Seismic Provisions, and CA DSA, Paul Feather
- Re: HP Plotting Question, Keith De Lapp
- Re: HP Plotting Question, Keith De Lapp
- masonry veneer design for seismic, Max Porter
- RE: masonry veneer design for seismic, George Richards, P.E.
- HSS Manual - slotted tube connections, Rick Burch
- Re: HP Plotting Question, Neil Moore
- Re: Gable End Wood Roof Trusses, Domenic DeAngelo
- Re: masonry veneer design for seismic, Nels Roselund, SE
- RE: LRFD, Seismic Provisions, and CA DSA, sharonb
- LRFD, Seismic Provisions, and CA DSA, Tom . Hunt
- RE: LRFD, Seismic Provisions, and CA DSA, Mark E. Deardorff
- RE: LRFD, Seismic Provisions, and CA DSA, Tom . Hunt
- Re: masonry veneer design for seismic, Scott Maxwell
- RE: LRFD, Seismic Provisions, and CA DSA, Mark E. Deardorff
- Re: masonry veneer design for seismic, Nels Roselund, SE
- Re: Bridge Deck Connections, h . d . richardson
- slip critical connection, Chies, Bill NAB02
- RE: slip critical connection, Sherman, William
- RE: slip critical connection, Sherman, William
- slip critical connection, Tom . Hunt
- RE: Soil stiffness, Michael Bryson
- Re: Gable End Wood Roof Trusses, Mark Nowmos
- RE: Windows, vlad
- RE: Soil stiffness, Padmanabhan Rajendran
- Gable End Wood Roof Trusses, awcinfo
- LRFD, Seismic Provisions, and CA DSA, Satish J. Matani
- RE: Activity Day WAS:Rocking Capacity Of Walls, Jones, Mark A
- RE: Soil stiffness, J. K.
- RE: Soil stiffness, Jim Kestner
- Re: Soil stiffness, h . d . richardson
- Active, At-Rest, Passive Soil Pressure, Roger Turk
- Re: Soil stiffness, h . d . richardson
- Need volumtear for testing 3D plotting program for SAP2000, Jeng-Wei Li
- RE: Active, At-Rest, Passive Soil Pressure, Caldwell, Stan
- RE: Active, At-Rest, Passive Soil Pressure, Jim Kestner
- Fw: Need volunteer for testing 3D plotting program for SAP2000, Jeng-Wei Li
- Re: Fw: Need volunteer for testing 3D plotting program for SAP2000, Gerard Madden
- RE: Active, At-Rest, Passive Soil Pressure, Mike Valley
- Re:Need volunteer for testing 3D plotting program forSAP2000, Jeng-Wei Li
- RE: Active, At-Rest, Passive Soil Pressure, J. K.
- Active, at rest,passive soil pressuie, E.B.Davison, P.Eng.
- RE: Active, At-Rest, Passive Soil Pressure, Reza Dashti Asl
- RE: Active, At-Rest, Passive Soil Pressure, Caldwell, Stan
- Re: Active, At-Rest, Passive Soil Pressure, Eric Ober
- complicated simple connection, Michael Hemstad
- RE: Active, At-Rest, Passive Soil Pressure, Cain, William
- RE: complicated simple connection, Jim Kestner
- Re: Active, At-Rest, Passive Soil Pressure, Padmanabhan Rajendran
- German Anyone ??, frp2000
- Height Amplification of Lateral Force on Components, lateral
- RE: Height Amplification of Lateral Force on Components, Michael Bryson
- Re: Height Amplification of Lateral Force on Components, Rick . Drake
- Re: Active, At-Rest, Passive Soil Pressure, John Schenne
- UBC Table 16A-O, J. K.
- Re: Height Amplification of Lateral Force on Components, Neil Moore
- RE: Height Amplification of Lateral Force on Components, Yousefi, Ben
- RE: UBC Table 16A-O, Mark Pemberton
- RE: UBC Table 16A-O, J. K.
- Re: UBC Table 16A-O, Nels Roselund, SE
- RE: Active, At-Rest, Passive Soil Pressure, Scott Maxwell
- Re: UBC Table 16A-O, Roger Turk
- Re: UBC Table 16A-O, Steven A.
- LNG tank seismic force, Yılmaz YUVA
- Re: German Anyone ??, ijr
- RE: complicated simple connection, MKnight
- Re: German Anyone ??, Alden Manipula
- Hinge Bushing Details, TMadlem
- RE: Active, At-Rest, Passive Soil Pressure, Rogers, Robert
- RE: UBC Table 16A-O, Sprague, Harold O.
- RE: LNG tank seismic force, Sprague, Harold O.
- Re: Vulcraft Monopoly, jmochi
- RE: Vulcraft Monopoly, jmochi
- RE: Vulcraft Monopoly, jmochi
- RE: UBC Table 16A-O, Mark Pemberton
- RE: UBC Table 16A-O, Mark Pemberton
- RE: Active, At-Rest, Passive Soil Pressure, J.R. Harris & Company
- Re: German Anyone ??, Tom . Hunt
- RE: German Anyone ??, Caldwell, Stan
- Re: Active, At-Rest, Passive Soil Pressure, a_more
- RE: Active, At-Rest, Passive Soil Pressure, Haan, Scott M.
- Test Message Only, mkrakower
- RE: Soil stiffness, Sherman, William
- RE: Active, At-Rest, Passive Soil Pressure, Jeff Smith
- Re: Active, At-Rest, Passive Soil Pressure, Padmanabhan Rajendran
- RE: Active, At-Rest, Passive Soil Pressure, Padmanabhan Rajendran
- Re: soil pressures, Christopher Wright
- Re: Active, At-Rest, Passive Soil Pressure, Reza Dashti Asl
- RE: Active, At-Rest, Passive Soil Pressure, Haan, Scott M.
- RE: Active, At-Rest, Passive Soil Pressure, Jeff Smith
- RE: Active, At-Rest, Passive Soil Pressure, Sherman, William
- Insulated slab-on-ground design, Tom Higgins
- RE: Active, At-Rest, Passive Soil Pressure, J. K.
- Re: UBC Table 16A-O, sscholl2
- Re:Insulated Slab-On-Grade and At-Rest Earth Pressures, TBenson
- Re: Re:Insulated Slab-On-Grade and At-Rest Earth Pressures, Chris Lillback
- RE: Insulated slab-on-ground design, Brian K. Smith
- Kahn Structural systems, Scott Maxwell
- Re: Insulated slab-on-ground design, h . d . richardson
- Re: Kahn Structural systems, Nels Roselund, SE
- Re: Insulated slab-on-ground design, h . d . richardson
- Plywood roof staples, Robert Freeman
- Reliability/Redundancy Factor and Wind, J. K.
- Re:Insulated Slab-On-Grade and At-Rest Earth Pressures, J. K.
- Re: Kahn Structural systems, E.B.Davison, P.Eng.
- Re: Plywood roof staples, Samir Ghosn
- Re: Plywood roof staples, Mike Perakis
- Roof plywood staples, Robert Freeman
- RE: Plywood roof staples, Haan, Scott M.
- Question regarding Eurocode, hakan bayram
- Re: Plywood roof staples, John Rose
- Early reinforced concrete, MHughes
- Re:Hinge Bushing Details, Sandro Catanzaro
- Early concrete, HBAP
- Re: Plywood roof staples, Peder Golberg
- Re: Plywood roof staples, John Rose
- Re: Early reinforced concrete -- Ribmetal, Nels Roselund, SE
- Micro=Lams, Steve Privett
- Re: Micro=Lams, Bruce Pooley
- RE: Question regarding Eurocode, MKnight
- RE: Insulated slab-on-ground design, JMeyer
- Re: Question regarding Eurocode, hakan bayram
- wood diaphragm blocking, Jesse D. Moore
- RE: wood diaphragm blocking, George Richards, P.E.
- RE: wood diaphragm blocking, Haan, Scott M.
- Re: wood diaphragm blocking, Conrad Guymon
- RE: wood diaphragm blocking, Jesse D. Moore
- Four Story Wood Framing, Paul Feather
- RE: wood diaphragm blocking, Haan, Scott M.
- RE: wood diaphragm blocking, Dennis Wish
- RE: wood diaphragm blocking, Jesse D. Moore
- RE: Four Story Wood Framing, Haan, Scott M.
- RE: Four Story Wood Framing, jpriley485
- RE: wood diaphragm blocking, Chris Roper
- RE: wood diaphragm blocking, Haan, Scott M.
- RE: wood diaphragm blocking, Chris Roper
- RE: wood diaphragm blocking, Dennis Wish
- RE: Four Story Wood Framing, Haan, Scott M.
- RE: wood diaphragm blocking, Jesse D. Moore
- RE: Four Story Wood Framing, TARNO COLEMAN
- RE: wood diaphragm blocking, Chris Roper
- RE: wood diaphragm blocking, J. K.
- RE: Four Story Wood Framing, Michael Bryson
- FEMA 356, James Lin
- RE: wood diaphragm blocking, Haan, Scott M.
- Re: wood diaphragm blocking, Nels Roselund, SE
- Re: Four Story Wood Framing, h . d . richardson
- RE: FEMA 356, vlad
- Re: wood diaphragm blocking, Steven A.
- Re: Four Story Wood Framing, Steven A.
- Timber Truss Loading Combinations, CanitzCF
- Freezer floor/slab-on-grade wiyh insulatio, syed faiz ahmad
- Structural Calculations at Cybrary Reference Library, george simmon
- Re: Structural Calculations at Cybrary Reference Library, Structuralist
- [no subject], vicpeng
- Re: Question regarding Eurocode, kevin carroll
- Re: Question regarding Eurocode, hakan bayram
- Re:, Chris Lillback
- ASD biaxial bending allowable stress, Charpentier Joe
- Re: wood diaphragm blocking, Conrad Guymon
- RE: ASD biaxial bending allowable stress, Effland, Greg
- Re:, Nels Roselund, SE
- Re: ASD biaxial bending allowable stress, Christopher Wright
- RE: Four Story Wood Framing, Bill Marczewski
- Re:Insulated Slab-On-Grade and At-Rest Earth Pressures, Tom Higgins
- Re: Freezer floor/slab-on-grade wiyh insulatio, Tom Higgins
- RE: ASD biaxial bending allowable stress, Charlie Carter
- RE: ASD biaxial bending allowable stress, Foy, Warren
- Insulated slab-on-ground design redux, Tom Higgins
- RE: ASD biaxial bending allowable stress, Charlie Carter
- Re:, vicpeng
- Re: Gable End Wood Roof Trusses - Poor Workmanship, jccpc
- FW: Link to Website, Brian A. Black
- Timber Truss Loading Combinations, awcinfo
- RE: Four Story Wood Framing, awcinfo
- Re: slip critical connection, Mark D. Anderson PE
- Perforated shearwalls using Steel channel opening rim rigid frame, CTFAIA
- converting from "American" to "Italian", Dave Evans
- RE:, T. Eric Gillham PE
- converting from "American" to "Italian", Tom . Hunt
- RE: Four Story Wood Framing, Harper, Mark
- UBC 1808.2.2, Mark Baker
- Re: wood diaphragm blocking, Nels Roselund, SE
- Re:, Structuralist
- RE: Question regarding Eurocode, MKnight
- Re: UBC 1808.2.2, TARNO COLEMAN
- RE: Four Story Wood Framing, David Gorton
- Re: converting from "American" to "Italian", Andrea Morelli
- Re: converting from etc, addendum, Andrea Morelli
- 14 story concrete shear wall building retrofit -- 1997 Uniform Co de for the Abatement of Dangerous Buildings' (UCADB) Section 302.14, Haan, Scott M.
- RE: 14 story concrete shear wall building retrofit -- 1997 Unifor m Co de for the Abatement of Dangerous Buildings' (UCADB) Section 302.14, George Richards, P.E.
- 14 story concrete shear wall building re, Roger Turk
- RE: 14 story concrete shear wall building re, Haan, Scott M.
- RE: mortar, Pat Symons
- RE: 14 story concrete shear wall building re, Haan, Scott M.
- RE: 14 story concrete shear wall buildin, Roger Turk
- RE: 14 story concrete shear wall buildin, Samir Ghosn
- Question regarding FEMA-350 Equation 3-4, Mike Auchter
- Re: Question regarding FEMA-350 Equation 3-4, Gerard Madden
- Re: Question regarding FEMA-350 Equation 3-4, Paul Feather
- Re: UBC 1808.2.2, Paul Feather
- [no subject], tony
- Metal Studs & Fire Protected Steel, richard lewis
- Brick Lintel Protection, richard lewis
- RE: Brick Lintel Protection, David Fisher
- RE: Metal Studs & Fire Protected Steel, Haan, Scott M.
- RE: Brick Lintel Protection, David Williams
- No. 1 and better, Nels Roselund, SE
- Steel joist of unknown origin, Brad Hughes
- RE: No. 1 and better, David Williams
- Re: Brick Lintel Protection, h . d . richardson
- RE: No. 1 and better, Kipp Gillian
- Re: No. 1 and better, Nels Roselund, SE
- Re: Brick Lintel Protection, Nels Roselund, SE
- No. 1 and better, Roger Turk
- Re: Steel joist of unknown origin, Davis Parsons
- RE: Metal Studs & Fire Protected Steel, Roger Davis
- RE: Steel joist of unknown origin, Jim Kestner
- RE: 14 story concrete shear wall building, Fred M. Turner
- RE: 14 story concrete shear wall building retrofit -- 1997 Unifor, David B Merrick
- Steel Deck Problem, Kipp . A . Martin
- RE: Steel Deck Problem, Haan, Scott M.
- Re: Brick Lintel Protection, syed faiz ahmad
- GFRC panel connection, Reza Dashti Asl
- Anchorage to Concrete for OSHPD jobs, Russell Berkowitz
- Re: GFRC panel connection, Reza Dashti Asl
- Wood inside concrete, Richard Daoud
- "Texas Tee" Connection, David Williams
- Re: Wood inside concrete, syed faiz ahmad
- Re: Wood inside concrete, Samir Ghosn
- Re: No. 1 and better, Bruce Pooley
- Re: Brick Lintel Protection, h . d . richardson
- Re: No. 1 and better, Nels Roselund, SE
- Re: No. 1 and better, Steven A.
- Info on pile foundation, Reynold Franklin
- Does plasma cutting affect Yield Strength ?, G Vishwanath
- Re: Metal Studs & Fire Protected Steel, richard lewis
- RE: No. 1 and better, Cain, William
- Re: No. 1 and better, Nels Roselund, SE
- RE: Info on pile foundation, David Williams
- RE: Info on pile foundation, Kari Moulton
- RE: EERI SC Chapter Meeting Notice, Huang, Y. Henry
- RE: EERI SC Chapter Meeting Notice, Huang, Y. Henry
- Engineer needed in Lake Arrowhead California, Structuralist
- Metric Steel Web Site, richard lewis
- sheet piling contractor in Lake George NY area, Ken Peoples
- Residential "after built permit", Tom Hammond
- Re: Residential "after built permit", Samir Ghosn
- Re: Residential "after built permit", Conrad Guymon
- Re: Residential "after built permit", Conrad Guymon
- Re:, vicpeng
- RE: Residential "after built permit", Haan, Scott M.
- Re: Residential "after built permit", sscholl2
- Internet Question, vicpeng
- Re: Residential "after built permit", h . d . richardson
- RE: Metric Steel Web Site, MKnight
- relaxation of prestressing steel, yannis malikentzos
- 2x Built-up columns., Helen Zhou
- Re: Internet Question, richard lewis
- RE:, Caldwell, Stan
- StarCalc - alternative to MS Excel, Chad Edward Grinsteiner
- RE: 2x Built-up columns., Haan, Scott M.
- RE: Residential "after built permit", Haan, Scott M.
- RE: 2x Built-up columns., Roger Davis
- RE: 2x Built-up columns., jpriley485
- Lateral Stability, Chris Towne
- Re: 2x Built-up columns., Peter James
- RE: Residential "after built permit", Kipp Gillian
- RE: Lateral Stability, Effland, Greg
- RE: Lateral Stability, Charlie Carter
- Re: 2x Built-up columns., Pat Clark
- Re:, Paul Feather
- Re: Internet Question, vicpeng
- Has anyone heard from Bill Polhemus?, Structuralist
- Re: Internet Question, Scott Maxwell
- Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Haan, Scott M.
- Increasing Metal Deck Diaphragm Strength, Jim Kestner
- W32.Badtrans.1331(--nospam--at)mm virus coming through list replies, Structuralist
- RE: Increasing Metal Deck Diaphragm Strength, Effland, Greg
- Re: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Structuralist
- Re: W32.Badtrans.1331(--nospam--at)mm virus coming through list replies, Shafat Qazi
- RE: W32.Badtrans.1331(--nospam--at)mm virus coming through list replies, Haan, Scott M.
- Re: W32.Badtrans.1331(--nospam--at)mm virus coming through list replies, syed faiz ahmad
- Adobe Acrobat Help, richard lewis
- Email From Some Called resume(--nospam--at)industrialrecruiting.com, richard lewis
- Re: Acrobat Help, Nicholas Blackburn
- Re: W32.Badtrans.1331(--nospam--at)mm virus coming through list replies, Structuralist
- Re: Email From Some Called resume(--nospam--at)industrialrecruiting.com, Structuralist
- Open Web Steel Joist Fabricators, James Kramer
- Re: Acrobat Help, Structuralist
- Re: Adobe Acrobat Help_Plug-in to IE, J. K.
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Mark E. Deardorff
- Re: Adobe Acrobat Help -- Correction, J. K.
- Outdoor Advertising - Wall Scapes, Z. Popov
- Re: Email From Some Called resume(--nospam--at)industrialrecruiting.com, Steven A.
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Structuralist
- RE: StarCalc - alternative to MS Excel, vlad
- RE: Metric Steel Web Site, vlad
- RE: Metric Steel Web Site, vlad
- Re: Outdoor Advertising - Wall Scapes, h . d . richardson
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Tex Guy
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Mark E. Deardorff
- Re: Residential "after built permit", Steve Privett
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Structuralist
- Re: Acrobat Help, richard lewis
- Fwd: Code of Professional Conduct - CA PE Board, Structuralist
- Re: No Subject (AKA draft Code of Professional Practice), Rhkratzse
- Re: Residential "after built permit", Scott Maxwell
- Re: Residential "after built permit", Steve Privett
- SILICA FUME- MIX PROPORTION, syed faiz ahmad
- Re StarCalc - alternative to MS Excel, Sandro Catanzaro
- Re: Re StarCalc - alternative to MS Excel, J. K.
- Re: Residential "after built permit", J. K.
- Re: Residential "after built permit", J. K.
- Is Bill Polhemus Alive and Well???, Structuralist
- Re: Active, At-Rest, Passive Soil Pressu, Roger Turk
- Re: SILICA FUME- MIX PROPORTION-REQ, syed faiz ahmad
- engineering domain, smail raisi
- Re: engineering domain, Structuralist
- Re: Is Bill Polhemus Alive and Well???, Greg Smith
- Re: relaxation of prestressing steel, GSKWY
- Slab on Grade in Cold Climate, GSKWY
- RE: Slab on Grade in Cold Climate, John Gates Jr.
- Re: Is Bill Polhemus Alive and Well???, Structuralist
- Re: Slab on Grade in Cold Climate, richard lewis
- 2x Built-up columns, awcinfo
- RE: Is Bill Polhemus Alive and Well???, Caldwell, Stan
- RE: Is Bill Polhemus Alive and Well???, Rick . Drake
- UBC Load Combinations, richard lewis
- RE: Slab on Grade in Cold Climate, John Gates Jr.
- RE: UBC Load Combinations, Effland, Greg
- RE: Increasing Metal Deck Diaphragm Strength, Jim Kestner
- Re: No Subject (AKA draft Code of Professional Practice), Nels Roselund, SE
- RE: Slab on Grade in Cold Climate, Caldwell, Stan
- Re: Slab on Grade in Cold Climate, GSKWY
- RE: Slab on Grade in Cold Climate, Scott, William N.
- asking for unsuscribing, HOCINE BENAHMED
- Re: Slab on Grade in Cold Climate, Forrest Braun
- Cable Problem, W. Gray Hodge
- RE: Cable Problem, Waterman Drinkwater
- RE: Cable Problem, Brian McDonald
- WINDOWS error "MSSCAN32(1)...", Mark Geoghegan
- RE: UBC Load Combinations, Haan, Scott M.
- Re: WINDOWS error "MSSCAN32(1)...", Gil Brock
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", jpriley485
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Structuralist
- Re: No Subject (AKA draft Code of Professional Practice), Rhkratzse
- [no subject], syed faiz ahmad
- RE: Cable Problem, Brian K. Smith
- Pile Foundation, Larry Hauer
- Brick Shelf Angles, Chris Towne
- Re: Pile Foundation, Neil Moore
- Reinforcing existing joists, Alden Manipula, E.I.T.
- Other lists, Mechanical engineering perharps?, Sandro Catanzaro
- Re: Brick Shelf Angles, Scott Maxwell
- RE: Other lists, Mechanical engineering perharps?, Howard, Tripp
- RE: Reinforcing existing joists, Effland, Greg
- Re: Brick Shelf Angles, Chris Towne
- Re: No Subject (AKA draft Code of Professional Practice), Structuralist
- RE: Reinforcing existing joists, Jim Kestner
- Re: Brick Shelf Angles, Davis Parsons
- RE: Reinforcing existing joists, Alden Manipula, E.I.T.
- Has anyone heard from Bill Polhemus?, Michael Hemstad
- RE: Has anyone heard from Bill Polhemus?, George Richards, P.E.
- Re: Has anyone heard from Bill Polhemus?, Gerard Madden
- Re: Has anyone heard from Bill Polhemus?, Structuralist
- Re: Brick Shelf Angles, Keith Fix
- Re:, vicpeng
- Re: Brick Shelf Angles, Scott Maxwell
- Re: Brick Shelf Angles, Chris Towne
- Re: Brick Shelf Angles, Scott Maxwell
- Re: Other lists, Mechanical engineering perharps?, Christopher Wright
- Re: Brick Shelf Angles, Keith Fix
- Re: Brick Shelf Angles, Scott Maxwell
- RE: Has anyone heard from Bill Polhemus?, syed faiz ahmad
- Re: Delivery Status Notification (Failure), syed faiz ahmad
- Re: Has anyone heard from Bill Polhemus?, Rick . Drake
- WINDOWS error "MSSCAN32(1)...", Mark Geoghegan
- Re: Delivery Status Notification (Failure), Christopher Wright
- Re: Delivery Status Notification (Failure), Tom Higgins
- Re: Returned mail: User unknown, syed faiz ahmad
- Re: Delivery Status Notification (Failure), syed faiz ahmad
- RE: Has anyone heard from Bill Polhemus?, Caldwell, Stan
- RE: Has anyone heard from Bill Polhemus?, Glenn Otto
- RE: Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Glenn Otto
- Mortar and grout testing for masonry, Sherman, William
- RE: WINDOWS error "MSSCAN32(1)...", Scott McLeod
- embrittlement of reinforcing bars when hot-dip galvanized, Nicholas Blackburn
- Mortar and grout testing, Robert Freeman
- Re: Internet Problem, vicpeng
- Re: Has anyone heard from Bill Polhemus?, R.P. Mehrotra/engg
- A few questions for those who design concrete pools., Structuralist
- Re: embrittlement of reinforcing bars when hot-dip galvanized, Scott Maxwell
- circular prestressed tanks, j.n.sigalas
- Metal Building Foundation Work, David Williams
- RE: Metal Building Foundation Work, Sherman, William
- OT - US Mid Am in Fresno California, Jonathan Mallard
- RE: Metal Building Foundation Work, Matthew Stuart
- RE: Metal Building Foundation Work, Jim Kestner
- Re: RE: Cable Problem, Desi Kiss
- Re: embrittlement of reinforcing bars wh, Roger Turk
- Re: Metal Building Foundation Work, Padmanabhan Rajendran
- RE: Metal Building Foundation Work, jpriley485
- AR225 & AR400 Abrasion Resistant Steel Plate, Howard, Tripp
- embrittlement of reinforcing bars when hot-dip galvanized, Tom . Hunt
- Re: OT - US Mid Am in Fresno California, Paul Feather
- RE: AR225 & AR400 Abrasion Resistant Steel Plate, Armijo, John J (PWCSD 182)
- Re: OT - US Mid Am in Fresno California, Gerard Madden
- RE: OT - US Mid Am in Fresno California, sharonb
- hat channels, Mark Pemberton
- Fresno-bashing, CarlS95
- (no subject), SE4044
- Re: Metal Building Foundation Work, Randy Russ
- Thermite Rebar Splicing, Jones, Mark A.
- Welcome to California. What a Great State, DAN NOVAK
- Re: A few questions for those who design concrete pools., h . d . richardson
- RE: embrittlement of reinforcing bars when hot-dip galvanized, Nicholas Blackburn
- RE: Metal Building Foundation Work, syed faiz ahmad
- Re: Rich Text Format, syed faiz ahmad
- Re: Rich Text Format, Gerard Madden
- Re: Rich Text Format, syed faiz ahmad
- Re: Rich Text Format, Christopher Wright
- Re: Rich Text Format, syed faiz ahmad
- Re: Rich Text Format, Gerard Madden
- Re: Rich Text Format, syed faiz ahmad
- Re: Rich Text Format, Roger Turk
- Plumbing Thru Shear Wall Foundation, Nels Roselund, SE
- cmu footings, PFFEI
- RE: Plumbing Thru Shear Wall Foundation, Tom Hammond
- RE: CMU footings, Tom Hammond
- Re: Plumbing Thru Shear Wall Foundation, Steve Privett
- Re: cmu footings, sscholl2
- Re: Rich Text Format, syed faiz ahmad
- Re: Plumbing Thru Shear Wall Foundation, syed faiz ahmad
- Re: cmu footings, syed faiz ahmad
- Slab-on-grade in cold climate, syed faiz ahmad
- Slab-on-grade in cold climate, syed faiz ahmad
- Re: Metal Building Foundation Work, Brad Hughes
- IGNORE, Roger Smith
- cmu wall footings, PFFEI
- FW: Children cause earthquake in giant jump, dennis pantazis
- RE: Children cause earthquake in giant jump, Jones, Mark A.
- Re: Swimming Pools, Kipp . A . Martin
- RE: embrittlement of reinforcing bars when hot-dip galvanized, Prakash C. Chowdhury
- Re: Plumbing Thru Shear Wall Foundation, Paul Feather
- Plywood Dowel Bearing Strength, Todd Hill
- Slip Critical Surface, Jim Kestner
- Re: cmu wall footings, sscholl2
- RE: Plywood Dowel Bearing Strength, George Richards, P.E.
- RE: Plywood Dowel Bearing Strength, Robert Shaffer
- Re: A few questions for those who design concrete pools., Mark Geoghegan
- Re: cmu wall footings, syed faiz ahmad
- Castelated Beams in California, James Kramer
- Re: A few questions for those who design concrete pools., Drew A. Norman, SE
- Re: A few questions for those who design concrete pools., Peder Golberg
- Repair of Dry Rot, Kipp . A . Martin
- RE: Plywood Dowel Bearing Strength, David Williams
- RE: Castelated Beams in California, Caldwell, Stan
- Re: Plumbing Thru Shear Wall Foundation, Structuralist
- Re: cmu wall footings, Roger Turk
- Re: A few questions for those who design, Roger Turk
- Re: A few questions for those who design concrete pools., Drew A. Norman, SE
- Re: Repair of Dry Rot, Nels Roselund, SE
- Re: Children ... (AKA disclaimer), Rhkratzse
- Re: Children ... (AKA disclaimer), Structuralist
- RE: Slip Critical Surface, Charlie Carter
- RE: Children ... (AKA disclaimer), Ron Hill
- Re: Children ... (AKA disclaimer), rpixley
- Ad: Upcoming AISC Continuing Education Seminars, Charlie Carter
- Re: Children ... (AKA disclaimer), Christopher Wright
- Re: Children ... (AKA disclaimer), h . d . richardson
- Re: Children ... (AKA disclaimer), Drew A. Norman, SE
- Re: Children ... (AKA disclaimer), Ray Pixley
- UBC Load Combinations with Lr, Markajohn
- Re: Children ... (AKA disclaimer), h . d . richardson
- Re: Plumbing Thru Shear Wall Foundation, Steven A.
- Recall: E-Mail Disclaimers, Stamper, James H.
- E-Mail Disclaimers, Stamper, James H.
- Re: Recall: E-Mail Disclaimers, Christopher Wright
- Re: Recall: E-Mail Disclaimers, Steven A.
- Re: E-Mail Disclaimers, rpixley
- e mail disclaimers, G Vishwanath
- impact calculation, W. Gray Hodge
- impact calculation, W. Gray Hodge
- Re: impact calculation, Padmanabhan Rajendran
- Re: impact calculation, Padmanabhan Rajendran
- dry rot, awcinfo
- RE: impact calculation, Sherman, William
- RE: impact calculation, Dunsmore, Sean
- Plywood Dowel Bearing Strength, awcinfo
- Re: impact calculation, Christopher Wright
- RE: Castelated Beams in California, Wayne Sherwood
- RE: Castelated Beams in California, Wayne Sherwood
- impact calculation, CarlS95
- RE: impact calculation, Mitchell J. Sklar
- RE: impact calculation, Jones, Mark A.
- precast diaphragm ratio, evan danovich
- RE: Children ... (AKA disclaimer), Cain, William
- painting and coatings, Scott Melnick
- HHS Column Splices, jpriley485
- floor slab concrete, Michael Hemstad
- Re: impact calculation, Walter Sawruk
- Re: impact calculation, Walter Sheen
- Re: impact calculation, Christopher Wright
- Re: impact calculation, h . d . richardson
- Re: impact calculation, rpixley
- Re: e mail disclaimers, Ray Pixley
- Re: impact calculation, Ray Pixley
- Re: A few questions for those who design concrete pools., Mark Geoghegan
- Re: Software (was impact calculation), Paul Feather
- Shop Drawing Review, Matthew Stuart
- Welding Cast Iron to Stainless Steel, rpixley
- RE: HHS Column Splices, Paul Martin
- RE: floor slab concrete, Paul Martin
- world trade center bombing - turn on the news!, Friis, Donna
- Re: world trade center bombing - turn on the news!, Brian M. McMahon
- RE: world trade center bombing - turn on the news!, Eric Green
- RE: world trade center bombing - turn on the news!, Padmanabhan Rajendran
- RE: HHS Column Splices, Christopher Wright
- Re: Welding Cast Iron to Stainless Steel, Christopher Wright
- RE: HHS Column Splices, Paul Martin
- Re: Shop Drawing Review, Paul Feather
- Re: impact calculation, Luis Bras
- RE: HHS Column Splices, Christopher Wright
- Re: impact calculation, Christopher Wright
- RE: HHS Column Splices, Paul Martin
- Re: impact calculation, Chris Towne
- CANCELATION of SEAOCC Meetings, SEAOCC
- Re: Firewall Software, vicpeng
- RE: Firewall Software, Caldwell, Stan
- RE: Firewall Software, Caldwell, Stan
- Test Message - Please Ignore, M. David Finley, P.E.
- Full Penetration Weld, M. David Finley, P.E.
- Re: Shop Drawing Review, Craig J Slama
- Trade Center Collapse, Rbengrguy
- Re: Full Penetration Weld, Rick . Drake
- Re: Shop Drawing Review, Chris Tse
- Re: Shop Drawing Review, Conrad Guymon
- Re: Firewall Software, vicpeng
- Sealed by another engineer, Sherman, William
- RE: Sealed by another engineer, Mark E. Deardorff
- Re: Sealed by another engineer, Structuralist
- WTCRe: ss to cast, rpixley
- Re: Re: Children ... (AKA disclaimer), rpixley
- Sealed by another engineer, Roger Turk
- Re: WTCRe: ss to cast, R.P. Mehrotra/engg
- life of structure, Thomas Long
- RE: Sealed by another engineer, Paul Martin
- RE: Sealed by another engineer, Jim Kestner
- RE: Sealed by another engineer, Caldwell, Stan
- Competing Codes, Randy Russ
- Re: Sealed by another engineer, Randy Russ
- Bolting through tubes, Charpentier Joe
- RE: Competing Codes, Effland, Greg
- RE: Competing Codes, Cain, William
- NCSEA Press Release on World Trade Center Collapse, Caldwell, Stan
- Re: Competing Codes, Craig J Slama
- RE: Competing Codes, Tom . Hunt
- RE: Full Penetration Weld, Jones, Mark A.
- RE: NCSEA Press Release on World Trade Center Collapse, Rogers, Robert
- RE: Bolting through tubes, Jones, Mark A.
- Re: NCSEA Press Release on World Trade Center Collapse, Edward O Wilson
- Re: NCSEA Press Release on World Trade Center Collapse, rpixley
- RE: Bolting through tubes, Charpentier Joe
- Re: NCSEA Press Release on World Trade Center Collapse, Edward O Wilson
- Values for Ca, Cv, FSRahbar
- Re: Bolting through tubes, Davis Parsons
- Re: NCSEA Press Release on World Trade Center Collapse, Rbengrguy
- Re: Values for Ca, Cv, Samir Ghosn
- metal building firewall, Jeff Bartoszek
- RE: Values for Ca, Cv, Mike Valley
- Re: NCSEA Press Release on World Trade Center Collapse, Structuralist
- RE: NCSEA Press Release on World Trade Center Collapse, Ron Hill
- Re: NCSEA Press Release on World Trade C, Roger Turk
- RE: Bolting through tubes, David Williams
- RE: Sealed by another engineer, Structuralist
- RE: NCSEA Press Release on World Trade Center Collapse, Ed . Haninger
- Diaphragm circa 1971, Balmer James
- Re: NCSEA Press Release on World Trade Center Collapse, rpixley
- metal building firewall, Robert Freeman
- floor slab concrete, syed faiz ahmad
- Re: Has anyone heard from Bill Polhemus?, Caldwell, Stan
- RE: Diaphragm circa 1971, Paul Martin
- Structural Integrity of the WTC, Structuralist
- Re: NCSEA Press Release on World Trade Center Collapse, Mark Ketchum
- RE: Diaphragm circa 1971, Roger Turk
- Addendum RE: Diaphragm circa 1971, Roger Turk
- Re: Structural Integrity of the WTC, Scott Maxwell
- Re: Structural Integrity of the WTC, vicpeng
- RE: Structural Integrity of the WTC, jpriley485
- Re: NCSEA Press Release on World Trade C, Rhkratzse
- Re: NCSEA Press Release on World Trade C, Jnapd
- Re: Structural Integrity of the WTC, Mark Nowmos
- Re: NCSEA Press Release on World Trade Center Collapse, r nester
- I am sorry about WTC, Cadraftsman !
- RE: NCSEA Press Release on World Trade C, Matthew Stuart
- Re : Structural Integrity of the WTC, Rico Harzer
- Re: NCSEA Press Release on World Trade Center Collapse, rpixley
- Re: Re : Structural Integrity of the WTC, Padmanabhan Rajendran
- Re: Structural Integrity of the WTC, syed faiz ahmad
- WTC, rpixley
- Re: I am sorry about WTC, V.GORDIN
- RE: Structural Integrity of the WTC, Michael Forte
- Re: Structural Integrity of the WTC, vicpeng
- WTC - A sobering, Structuralist
- NCSEA Response, Caldwell, Stan
- RE: WTC - A sobering, Ron Hill
- WTC Diaster, nmoore
- Re: Structural Integrity of the WTC, CLaines
- URGENT GROUT HELP, Juan José Treff De la Mora
- RE: URGENT GROUT HELP, Sherman, William
- RE: URGENT GROUT HELP, Balmer James
- Re: URGENT GROUT HELP, Conrad Guymon
- RE: Structural Integrity of the WTC, Caldwell, Stan
- RE: Structural Integrity of the WTC, Matthew Stuart
- Re: URGENT GROUT HELP, Paul Feather
- Re: Structural Integrity of the WTC, Dave Evans
- RE: URGENT GROUT HELP, Paul Martin
- Re: URGENT GROUT HELP, M. David Finley, P.E.
- Re[2]: Structural Integrity of the WTC, JamesFulton
- Re: Structural Integrity of the WTC, Rhkratzse
- Re: Tapered Columns, Padmanabhan Rajendran
- Report Terrorist Activity, Caldwell, Stan
- Fwd: FW: Patriotism a la Canadienne (fwd), rakamaka
- RE: from John Daley of McClier in Chicago RE your post to SEAINT list server, Matthew Stuart
- RE: Structural Integrity of the WTC, jpriley485
- Re: Structural Integrity of the WTC, Tom Higgins
- nostradamus, GuldenCanseven
- RE: Tapered Columns, Michael Bryson
- RE: URGENT GROUT HELP, Sherman, William
- RE:Structural Integrity of the WTC, Yousefi, Ben
- Re: URGENT GROUT HELP, Nels Roselund, SE
- RE: nostradamus, Paul Crocker
- RE: Structural Integrity of the WTC, David Fisher
- RE: URGENT GROUT HELP, Effland, Greg
- WTC- Soil Rebound, Ron Hill
- SIPs and Stress Skin Panels (SSPs) Contrasted, Frank Woeste
- RE: WTC- Soil Rebound, Gary Ehrlich
- URGENT GROUT HELP, Roger Turk
- RE: WTC- Soil Rebound, Paul Crocker
- URGENT GROUT HELP, Tom . Hunt
- RE: URGENT GROUT HELP, Cain, William
- Re: Tapered Columns, Rick . Drake
- RE:Structural Integrity of the WTC, J. K.
- Re: Tapered Columns, Paul Feather
- RE: Tapered Columns, Michael Bryson
- Fwd: floor slab concrete, syed faiz ahmad
- Re: WTC- Soil Rebound, syed faiz ahmad
- RE: URGENT GROUT HELP, Roger Turk
- Re: Competing Codes, Paul Ransom
- Re: WTC- Soil Rebound, Bruce Pooley
- Re: Structural Integrity of the WTC, Greg Smith
- Re: WTC- Soil Rebound, Roger Turk
- Re: Structural Integrity of the WTC, Steven A.
- Re: Tapered Columns, h . d . richardson
- RE: Structural Integrity of the WTC, Brad Friederichs
- Need e-mail address, Structuralist
- RE: NATIONWIDE CANDLE LIGHT VIGIL, Luis Zapata
- RE: Tapered Columns, Rick . Drake
- test, Mitchell J. Sklar
- RE: URGENT GROUT HELP, Paul Martin
- RE: WTC Disaster, Murphy, Thomas P
- WTC Collapse, Daniel A. Estabrooks
- Re: WTC- Soil Rebound, Ray Pixley
- Press Release from SEAoNY, Caldwell, Stan
- RE: Structural Integrity of the WTC, Peter Bucy
- RE: WTC- Soil Rebound, Peter Bucy
- RE: WTC- Soil Rebound, Peter Bucy
- RE: WTC Disaster, sharonb
- RE: WTC Disaster, Cain, William
- WTC- Soil debris excavation, Chris Lillback
- RE: Structural Integrity of the WTC, sharonb
- RE: WTC- Soil Rebound, Ron Hill
- RE: WTC- Soil Rebound, Jones, Mark A.
- A TRIBUTE TO THE UNITED STATES, Shafat Qazi
- Compaction tests, Alden Manipula, E.I.T.
- IMPORTANT NOTICE REGARDING WTC, Structuralist
- Re: Compaction tests, Conrad Guymon
- RE: Compaction tests, Alden Manipula, E.I.T.
- WTC collapse, David B Merrick
- Re: SIPs and Stress Skin Panels (SSPs) Contrasted, Structuralist
- Re: WTC Disaster, chuckuc
- Re: Compaction tests, Conrad Guymon
- RE: Compaction tests, Haan, Scott M.
- RE: IMPORTANT NOTICE REGARDING WTC, Ron Hill
- WTC collapse, Roger Turk
- Re: WTC Diaster, David Chang
- Re: IMPORTANT NOTICE REGARDING WTC, Greg Varney
- RE: Compaction tests, Haan, Scott M.
- Re: Compaction tests, Chris Lillback
- Re: WTC collapse, Structuralist
- RE: IMPORTANT NOTICE REGARDING WTC, rpixley
- RE: IMPORTANT NOTICE REGARDING WTC, rpixley
- WTC- Soil Rebound, jpriley485
- Re: WTC- Soil Rebound, Greg Smith
- Re: IMPORTANT NOTICE REGARDING WTC, Keith Fix
- Re: WTC Disaster, rui cunha
- Re: URGENT GROUT HELP, syed faiz ahmad
- RE: WTC- Soil Rebound, jpriley485
- Yahoo! News - Yahoo! News Full Coverage-Engineers Study Catastrophic Collapse of Twin Towers, Yahoo! News
- MATERIAL PROPERTIES, Juan José Treff De la Mora
- Re: WTC- Soil Rebound, Scott Maxwell
- I disagree with this UC Berkeley Professor, J. K.
- [WTC] Forces due to Aircraft Strike ..., Peter Rangelow
- RE: Compaction tests, Alden Manipula, E.I.T.
- Re: WTC Disaster, Rhkratzse
- RE: IMPORTANT NOTICE REGARDING WTC, Structuralist
- RE: A TRIBUTE TO THE UNITED STATES, Gary Ehrlich
- RE: IMPORTANT NOTICE REGARDING WTC, rpixley
- RE: WTC- Soil debris excavation, Alden Manipula, E.I.T.
- WTC INFO, TARNO COLEMAN
- Re: WTC- Soil Rebound, Scott Maxwell
- Re[2]: Compaction tests, TBenson
- New Discussion Forum for WTC and Pentagon Structural Damage, Structuralist
- Re: MATERIAL PROPERTIES, Scott Maxwell
- RE: IMPORTANT NOTICE REGARDING WTC, rpixley
- Re: Re[2]: Compaction tests, L. Thomas Bayne
- Re: MATERIAL PROPERTIES, Nels Roselund, SE
- Re: I disagree with this UC Berkeley Professor, rpixley
- Americans Are Not Alone, h . d . richardson
- Re: A TRIBUTE TO THE UNITED STATES, Bob Ross
- Re: Compaction tests, Bob Ross
- Re: Compaction tests, Bob Ross
- Re: I disagree with this UC Berkeley Professor, desi j kiss
- Re: MATERIAL PROPERTIES, Roger Turk
- Re: I disagree with this UC Berkeley Professor, desi j kiss
- Re: Re[2]: Compaction tests, r nester
- individual protection of built-up king posts in 4-5 story wood st ud building -- IBC 713.2.1, Haan, Scott M.
- RE: Re[2]: Compaction tests, Alden Manipula, E.I.T.
- Re: MATERIAL PROPERTIES, syed faiz ahmad
- Looks like a sabotage, doesn't it?, valentin shustov
- Re: Looks like a sabotage, doesn't it?, Paul Feather
- Re: [WTC] Forces due to Aircraft Strike ..., Adolfo Galvez
- Re: Looks like a sabotage, doesn't it?, GSKWY
- Re: Looks like sabotage, doesn't it?, Mlcse
- WTC comments from Leslie Robertson, Rick Burch
- Horizontal and Vertical, Bob Ross
- Re: Looks like sabotage, doesn't it?, Padmanabhan Rajendran
- A MUST MUST MUST MUST MUST MUST MUST READ, Rbengrguy
- SEAOI's president message, Rbengrguy
- Fwd: RE: structural plans for WTC, Bob Ross
- RV: We are with you, raul labbe
- Thankful for the kind sentiments, Structuralist
- Fwd: Response to "The Engineer", Rbengrguy
- Re: seaint Digest for 15 Sep 2001, valentin shustov
- Numeric Coincidence?, Structuralist
- RE: Numeric Coincidence? P.S. I agree with Dennis, thanks friend s., Haan, Scott M.
- Re: seaint Digest for 15 Sep 2001, valentin shustov
- any possibility of boring into one of the basement levels from the subway or PATH tunnels?, Frank Quinn
- WTC-The building, Syed A Masroor
- The enemy engineer, Bart Kemper
- RE: Bolting through tubes, MKnight
- RE: seaint Digest for 15 Sep 2001, Matthew Stuart
- Re: The enemy engineer, Rico Harzer
- Re: WTC-The building, desi j kiss
- Re: Looks like sabotage, doesn't it?, GSKWY
- RE: The enemy engineer, Alden Manipula, E.I.T.
- RE: Looks like a sabotage, doesn't it?, sharonb
- Looks like a sabotage, doesn't it?, Lynn H
- RE: The enemy engineer, Ron Hill
- RE: WTC-The building-Mr. Robertson's comments, Desi Kiss
- Tapered Columns, Hartzell, Frank
- Second NCSEA Press Release on WTC, Caldwell, Stan
- Re: WTC-The building, Christopher Wright
- Rebuilding WAS: WTC-The building, Jones, Mark A.
- RE: New Discussion Forum for WTC and Pentagon Structural Damage, Yousefi, Ben
- Re: ASTM A625, Dan Goodrich
- Re: Residential Design, Shear Walls Placement on Drawings, Conrad Guymon
- Re: Looks like sabotage, doesn't it?, Structuralist
- Re: life of structure, Nels Roselund, SE
- Re: Natural Frequency, Padmanabhan Rajendran
- Re: Rebuilding WAS: WTC-The building, Christopher Wright
- RE: life of structure, Cain, William
- RE: Natural Frequency, Ron Hill
- Tapered Columns, Hartzell, Frank
- Old Light-Gauge Steel Trusses, Peder Golberg
- Re[2]: Re[2]: Compaction tests, TBenson
- flag-pole, Puebla Raul
- A15, intermediate grade reinforcing, Hartzell, Frank
- Lateral Loads on Short(rigid) drilled piers, Hartzell, Frank
- RE: A15, intermediate grade reinforcing, Paul Martin
- Re: flag-pole, syed faiz ahmad
- Happy New Year - Rosh Hashanah/Yom Kippur, Structuralist
- Re: Looks like sabotage, doesn't it?, Craig J Slama
- Re: WTC-The building, syed faiz ahmad
- Letter of appology, valentin shustov
- RE: flag-pole, Bob Ross
- Milcor Roof Deck, jpriley485
- RE: Numeric Coincidence?, John E. Alcaras
- laboratory, smail raisi
- Is it possible that explosives were use?, Structuralist
- I am Sorry about WTC, T.K. Ong
- inhuman attack at WTC & Pentagon, Yılmaz YUVA
- WTC & Mass Media, Ray Pixley
- Re: flag-pole, Randy Russ
- RE: WTC & Mass Media, MKnight
- Re: Is it possible that explosives were use?, Greg Smith
- Re: WTC-The building, Rico Harzer
- Telephone scam, Padmanabhan Rajendran
- My 'eat pork and die' crack, Christopher Wright
- Re: laboratory, Christopher Wright
- doubled plywood sheathing on one side of shear wall to increase c apacity?, Haan, Scott M.
- Maximum allowable deflection for structural member, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
- Go-Karts, Brad Hughes
- CNN Chat Room Interview with Tod Rittenhouse - Weidlinger Associats, Structuralist
- RE: WTC & Mass Media, syed faiz ahmad
- Re: WTC-The building, syed faiz ahmad
- RE: Telephone scam, Moore, Danny
- Status of Three engineering firms with offices in the WTC, Structuralist
- FW: Engineering faculty member to speak on KNBC, Becker, Rick
- Natural Frequency, Hartzell, Frank
- Re: doubled plywood sheathing on one side of shear wall to increase capacity?, Steven A.
- Re: doubled plywood sheathing on one side of shear wall to increase capacity?, Nels Roselund, SE
- Fw: Money is Waiting for YOU !!!, vicpeng
- Re: WTC-The building, Fariborz Tehrani
- RE: Numeric Coincidence?, Paul Crocker
- RE: CNN Chat Room Interview with Tod Rittenhouse - Weidlinger Ass ociats, Jones, Mark A.
- Re: doubled plywood sheathing on one side of shear wall to increase c apacity?, Structuralist
- Re: WTC & Mass Media, h . d . richardson
- Re: Status of Three engineering firms with offices in the WT, JamesFulton
- Re: Status of Three engineering firms with offices in the WTC, Gina Gobo
- Flagpole calc, Bart Kemper
- RE: Flagpole calc, Matthew Stuart
- WTC Basement Walls, Brent Koch
- RE: doubled plywood sheathing on one side of shear wall to increa se capacity?, Haan, Scott M.
- RE: WTC & Mass Media, Mark E. Deardorff
- FW: doubled plywood sheathing on one side of shear wall to increa se capacity?, Haan, Scott M.
- REINFORCED CONCRETE REFERENCE, Juan José Treff De la Mora
- RE: Flagpole calc, Albert Meyer
- RE: WTC & Mass Media, Haan, Scott M.
- Re: REINFORCED CONCRETE REFERENCE, John Pluta
- Re: WTC & Mass Media, Nels Roselund, SE
- RE: Flagpole calc, Francisco Diego A.
- Re: Go-Karts, Greg Smith
- Re: Flagpole calc, Roger Turk
- Re: Go-Karts, Mike Perakis
- Re: Flagpole calc, Ed . Haninger
- RE: REINFORCED CONCRETE REFERENCE, Roger Davis
- Re: WTC & Mass Media, Greg Smith
- Italian and German media response to WTC attack, Conrad Guymon
- Re: REINFORCED CONCRETE REFERENCE, GSKWY
- FW: Shearwalls: Sandwiched wall panels, Haan, Scott M.
- Re: Shearwalls: Sandwiched wall panels, Dan Goodrich
- RE: Status of Three engineering firms with offices in the WTC, Ron Hill
- RE: WTC & Mass Media, Christopher Wright
- RV: Maximum allowable deflection for structural member, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
- Re: REINFORCED CONCRETE REFERENCE, Structuralist
- Re: WTC & Mass Media, syed faiz ahmad
- Re: FW: Shearwalls: Sandwiched wall panels, Jnapd
- Re: RV: Maximum allowable deflection for structural member, Craig J Slama
- WTC: Worldwide Expressions of Sympathy, Roger Turk
- A humbling experience for design professionals, Rbengrguy
- RE:WTC &MEDIA >FW: [itmr-bulletin] CNN USING 1991 FOOTAGE of cele brating Palestinians to manipulate you, Mohammed Shahebuddin
- RE::WTC & MEDIA> Israel's involvement in the terrorist attack, Mohammed Shahebuddin
- New Structuralist.Net Forum - Blast Resistant Structural Design, Structuralist
- Re: Fw: Money is Waiting for YOU !!!, Structuralist
- RV: Maximum allowable deflection for str, Roger Turk
- RE::WTC & MEDIA> Israel's involvement in the terrorist attack, Randy Vogelgesang
- Re: Maximum allowable deflection for str, Hasan Hindawi
- Re: REINFORCED CONCRETE REFERENCE, syed faiz ahmad
- Interactive Graphic of WTC Collapse, Caldwell, Stan
- RE: Flagpole calc, Puebla Raul
- Crusade (was Re: WTC & Mass Media), Paul Feather
- RE: Telephone scam, Effland, Greg
- RE: WTC & Mass Media, Matthew Stuart
- Re: REINFORCED CONCRETE REFERENCE, Hasan Hindawi
- RE: :WTC & MEDIA> Israel's involvement in the terrorist attack, Francois Rambau
- simple shear connection to column, Chris Towne
- RE: :WTC & MEDIA> Israel's involvement in the terrorist attack, Eric Green
- RE: simple shear connection to column, Charlie Carter
- FW: simple shear connection to column, Matthew Stuart
- RE: WTC & Mass Media - response to Christopher Wright, Haan, Scott M.
- Re: RE::WTC & MEDIA> Israel's involvement in the terrorist attack, Pat Clark
- RE: WTC & Mass Media - response to Christopher Wright, Christopher Wright
- fire resistance of concrete connections, yannis malikentzos
- Re: simple shear connection to column, Keith Fix
- RE:WTC &MEDIA >FW: [itmr-bulletin] CNN USING 1991 FOOTAGE of cele brating Palestinians to manipulate you, Structuralist
- RE: simple shear connection to column, David Williams
- Re: simple shear connection to column, Paul Feather
- fire resistance of concrete connections, Tom . Hunt
- IBC 2000 Site Class, Sherman, William
- W-SHAPE ORDINARY MOMENT FRAME VS. TS ORDINARY MOMENT FRAME, Francisco Duarte
- wind load on roof deck wind screens, Jeff Smith
- Re: WTC Engr office, Martin W. Johnson
- Flat Slabs, Michael Zaitz
- Flat Slabs, Robert Freeman
- Re: Flat Slabs, GSKWY
- RE: Flat Slabs, Sprague, Harold O.
- Re: Flat Slabs, Davis Parsons
- Re: fire resistance of concrete connections, syed faiz ahmad
- Re: Flat Slabs, syed faiz ahmad
- Re: Flat Slabs, syed faiz ahmad
- Re: Flat Slabs, syed faiz ahmad
- Wood Truss Repair Design 2001, Frank Woeste
- Re: RE::WTC & MEDIA> Israel's involvement in the terrorist attack, Gary Harris
- Re: Flat Slabs, Albert Chou
- Driven Piles, Larry Hauer
- Re: WTC Engr office, Structuralist
- Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structuralist
- Re: Flat Slabs, Mark Geoghegan
- RE: Flat Slabs, Matthew Stuart
- Re: About the participation of Greeks in the crusades, syed faiz ahmad
- RE: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Peter James
- Re: Flat Slabs, M. David Finley, P.E.
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Bruce Caro
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Greg Smith
- Re: Summation of Moments - Static Law of Equilibrium of Coplana, Christopher Wright
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structures Online
- Driven Piles, Larry Hauer
- Pipe Buried at Shallow Depths, Bob Ross
- RE: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Francisco Diego A.
- RE: Flat Slabs, Cain, William
- IBC 2000 Site Class, Martin W. Johnson
- Re: Pipe Buried at Shallow Depths, Padmanabhan Rajendran
- RE: Driven Piles, Sprague, Harold O.
- RE: Flat Slabs, Matthew Stuart
- Re: Driven Piles, Paul Feather
- WTC, MKnight
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, vicpeng
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, vicpeng
- V-Groove weld repair for alpha beyond prequalified dimensions, Joyce Fuss
- Re: Flat Slabs, Rhkratzse
- RE: Flat Slabs, syed faiz ahmad
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structuralist
- RE: V-Groove weld repair for alpha beyond prequalified dimensions, Sprague, Harold O.
- RE: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structuralist
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, syed faiz ahmad
- Metal Deck vs. Panelized, Paul Feather
- RE: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Peter James
- Re: Summation of Moments - Static Law of, Roger Turk
- Re: V-Groove weld repair for alpha beyond prequalified dimensions, V.GORDIN
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structuralist
- Re: Summation of Moments - Static Law of, Structuralist
- RE: V-Groove weld repair for alpha beyond prequalified dimensions, Sprague, Harold O.
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, V.GORDIN
- No more mail's, René Alberto Dávila Pórcel
- Plywood sandwich panel racking shear - shear modulus for foam pla stic insulation, Haan, Scott M.
- RE: V-Groove weld repair for alpha beyon, Roger Turk
- Re: :WTC & MEDIA> Israel's involvement in the terrorist attack, TahirQ
- Major construction on the Structuralist.Net coming!!!, Structuralist
- RE: About the participation of Greeks in the crusades, vlad
- RE: Plywood sandwich panel racking shear - shear modulus for foam plastic insulation, vlad
- Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, syed faiz ahmad
- Explaining Structural Mechanics with simple analogies., G Vishwanath
- Re: Plywood sandwich panel racking shear - shear modulus for foam plastic insulation, Greg Smith
- Re: Explaining Structural Mechanics with simple analogies./ RE: WISHWANATH, syed faiz ahmad
- RE: About the participation of Greeks in the crusades, syed faiz ahmad
- RE: Flagpole calc, Neil Moore
- Re: Flat Slabs, Calvin Chang
- [no subject], Hector Vergara
- [no subject], Design&Software- ing. Mauro Corbo
- [no subject], Rula Katkhuda
- Re: :WTC & MEDIA> Israel's involvement in the terrorist attack, Rula Katkhuda
- delisting, Albert Chou
- WTC Contacts / Cranes, Paul Feather
- [no subject], Sharad T. Patel
- Re: WTC Contacts / Cranes, jccpc
- Re: WTC Contacts / Cranes, 3D Engineering & Design
- RE: WTC Contacts / Cranes, Bob Ross
- RE:, George Richards, P.E.
- Re: WTC Contacts / Cranes, Greg Smith
- RE: WTC Contacts / Cranes, Sprague, Harold O.
- RE: Pipe Buried at Shallow Depths, Armijo, John J (PWCSD 182)
- RE: IBC 2000 Site Class, Sherman, William
- RV: No more mail's, René Alberto Dávila Pórcel
- Re:, JEFF CORONADO
- New Structuralist.Net Professional Forum Opens, Structuralist
- Fiber Reinforced Polymer, Mark Pemberton
- RE: Fiber Reinforced Polymer, Desi Kiss
- RE: Fiber Reinforced Polymer, Rod Whitsel
- RE: Fiber Reinforced Polymer, Mark Pemberton
- steel piles, Puebla Raul
- RE: Fiber Reinforced Polymer, Desi Kiss
- Metal Stud Width, richard lewis
- RE: Summation of Moments - Static Law of Equilibrium of Coplanar objects, Jones, Mark A.
- RE: Metal Stud Width, Brian K. Smith
- Re: Fiber Reinforced Polymer, desi j kiss
- Re: Metal Stud Width, Nels Roselund, SE
- Re: Fiber Reinforced Polymer, Nels Roselund, SE
- Re: Fiber Reinforced Polymer, frp2000
- RE: Metal Stud Width, Roger Davis
- Re: don't send e-mail to me, tommy
- WARNING !, GSKWY
- Wood Seminars and pubs, awcinfo
- Re: WARNING !, Massimo Contini - Pagani Geotechnical Equipment
- fire protection of steel beams, Pat Clark
- RE: WARNING !, Ron Hill
- Fire Rating of Steel Doors, GSKWY
- Re: Fire Rating of Steel Doors, TARNO COLEMAN
- Re: fire protection of steel beams, TARNO COLEMAN
- RE: fire protection of steel beams, Haan, Scott M.
- Good collection of web links, Christopher Wright
- RE: Fire Rating of Steel Doors, Haan, Scott M.
- Re: Fire Rating of Steel Doors, Davis Parsons
- Masonry Shear Walls, Jim Kestner
- Sign drawings before approval?, Joyce Fuss
- RE: Sign drawings before approval?, Sharad T. Patel
- Flag Pole Design, RIDDLE, WILLIAM H
- RE: Masonry Shear Walls, Haan, Scott M.
- Re: fire protection of steel beams, Pat Clark
- Re: Flag Pole Design, Ed . Haninger
- Re: Re: fire resistance of concrete connections, syed faiz ahmad
- Re: fire resistance of concrete connections, syed faiz ahmad
- RE: Sign drawings before approval?, Mark E. Deardorff
- timber base - practical advice needed, Ken Peoples
- Re: Re: Flat Slabs, syed faiz ahmad
- Steel fireproofing, Robert Freeman
- Ninguno, Beatriz Potenza
- wall deflection limitations, Jeff Smith
- RE: Steel fireproofing, Tom Allen
- Building Separation, David Carolan
- RE: wall deflection limitations, Rex Donahey
- wall deflection limitations, Roger Turk
- RE: Building Separation, Yousefi, Ben
- Re: Ninguno, Structuralist
- FW: fire protection of steel beams, Amal . Tamim
- RE: Ninguno, George Richards, P.E.
- RE: fire protection of steel beams, Charlie Carter
- Bending Anchor Bolts, John MacLean
- Masonry Shear Walls, Roger Turk
- Re: Masonry Shear Walls, Scott Maxwell
- Re: Tie rods for Pre-fabricated Building, Domenic DeAngelo
- Re: Masonry Shear Walls, Roger Turk
- RE: Masonry Shear Walls, Rogers, Robert
- Segmental Bridge, João Rocha
- RE: Ninguno, syed faiz ahmad
- RE: Bending Anchor Bolts, Charlie Carter
- RE: Segmental Bridge, Sprague, Harold O.
- RE: wall deflection limitations, Todd Hill
- Segmental Bridge, Roger Turk
- Nelson Weld Studs, Armijo, John J (PWCSD 182)
- [no subject], GEETESH N. GHANEKAR
- RE: Nelson Weld Studs, TMadlem
- RE: Nelson Weld Studs, Armijo, John J (PWCSD 182)
- Re: Building Separation, Paul Feather
- RE: wall deflection limitations, Jeff Smith
- RE: wall deflection limitations, Neil Moore
- Re: Building Separation, h . d . richardson
- Re: Segmental Bridge, GSKWY
- RE: wall deflection limitations, Roger Turk
- [no subject], Design&Software- ing. Mauro Corbo
- Re: Building Separation, Fariborz Tehrani
- RE: wall deflection limitations, Jeff Smith
- Re: Steel fireproofing, GSKWY
- Re: Tie rods for Pre-fabricated Building, David N. Martin
- RE: Tie rods for Pre-fabricated Building, Bob Ross
- Hydraulic Jacking, Caldwell, Stan
- RE: Hydraulic Jacking, Nicholas Blackburn
- RE: Hydraulic Jacking, Sprague, Harold O.
- 1997 Wall Anchorage, Paul Feather
- The Structuralist.Net adds New Polling Features, Structuralist
- Looking ForAustralian Designers/Detailers..., Nagesh Kumar
- modelling a building using DRAIN-2DX, sateesh kumar gajjala
- RE: Hydraulic Jacking, David Williams
- Math Software, Mitchell J. Sklar
- RE: 1997 Wall Anchorage, Chris Roper
- RE: Math Software, Jones, Mark A.
- RE: 1997 Wall Anchorage, Chris Roper
- Wall deflection limitations, Casano, Karen
- RE: 1997 Wall Anchorage, sharonb
- Re: Math Software, Christopher Wright
- Re: Math Software, richard lewis
- RE: 1997 Wall Anchorage, Gerard Madden
- Masonry reinforcing, Foy, Warren
- RE: Masonry reinforcing, Foy, Warren
- Double Tee Parking Structure, Dan Goodrich
- RE: Wall deflection limitations, Jeff Smith
- RE: The Structuralist.Net adds New Polling Features, Paul Martin
- Wood Shearwalls, David Gorton
- Re: Hydraulic Jacking, h . d . richardson
- Re: Wood Shearwalls, TARNO COLEMAN
- 3x sill plate in wood shear walls, Robert Freeman
- RE: Double Tee Parking Structure, Peter James
- Re: Double Tee Parking Structure, h . d . richardson
- RE: Wood Shearwalls, Mark E. Deardorff
- ASCE 7-98 Seismic Design, Chris Towne
- Please help me, Triway Metwalworkers
- RE: Wood Shearwalls, Kari Moulton
- RE: Math Software, Hyndman, Keith
- RE: The Structuralist.Net adds New Polling Features, Structuralist
- Re: Math Software, tom
- ASCE 7-88 vs. 7-93, Michael LeComte
- RE: ASCE 7-88 vs. 7-93, Sprague, Harold O.
- Re: Math Software, Conrad Guymon
- RE: ASCE 7-88 vs. 7-93, Effland, Greg
- torsional amplification factor oddity, Dave Evans
- hold downs, John Buchanan
- RE: hold downs, Gerard Madden
- RE: hold downs, David Adie
- RE: hold downs, Ellen Eastgate
- RE: hold downs, Cain, William
- Washington State SE III Exam, John MacLean
- RE: Washington State SE III Exam, Gerard Madden
- Wood Shearwalls, David Gorton
- Double - Tee Parking Garages, GSKWY
- New WTC building ?, ken kirkland
- Re: Math Software, Nels Roselund, SE
- Re: Wood Shearwalls, Nels Roselund, SE
- Re: Wood Shearwalls, sscholl2
- How to ask good questions to a mailing list, Christopher Wright
- Structural engineering undergraduate looking for ideas, David Mc Swiney
- Re: MathCad2001 Software, ec
- Re: ASCE 7-88 vs. 7-93, Padmanabhan Rajendran
- Re: Structural engineering undergraduate looking for ideas, Daryl Richardson
- Re: Structural engineering undergraduate looking for ideas, Greg Smith
- Re: How to ask good questions to a mailing list, Scott A. Dunham, PE
- re: Looking For Australian Designers/Detailers..., Mark Geoghegan
- New IRC and shallow foundations on expansive soil, James Lane, P.E.
- Re: New IRC and shallow foundations on expansive soil, Neil Moore
- RE: Structural engineering undergraduate looking for ideas, Sprague, Harold O.
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