SEAINT Mail Archive 2007 (Apr-Jun)
Civil and Structural Engineering discussions by date
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Messages: 1097
- Lumber Species in Phoenix, Rich Lewis
- Searching for books and specially solved problems, hossein mardanlo
- RE: Searching for books and specially solved problems, Conrad Harrison
- Geotech Reports, Jim Lutz
- Lumber Species in Phoenix, Michael Hemstad
- Re: Lumber Species in Phoenix, sscholl2(--nospam--at)juno.com
- RE: Lumber Species in Phoenix, David Topete
- Re: Lumber Species in Phoenix, Jordan Truesdell, PE
- California SE Review Workshops in SF & LA, StructuralReview
- Re: Lumber Species in Phoenix, Daryl Richardson
- [no subject], Jim Getaz
- RE: Lumber Species in Phoenix, Rich Lewis
- Re: Lumber Species in Phoenix, Joseph Grill
- RE: Lumber Species in Phoenix, Bill Allen
- RE: Lumber Species in Phoenix, Bill Allen
- Re: Lumber Species in Phoenix, bcainse
- Old Canadian Member Properties, Craig Hawe
- single steel PL connections, Andrew Kester, PE
- Re: Old Canadian Member Properties, Daryl Richardson
- Re: Lumber Species in Phoenix, Daryl Richardson
- Re: Ice Melt Mat, Kevin Below
- Re: cantilever T-beam, Kevin Below
- Re: Geotech Reports, Kevin Below
- RE: Geotech Reports, Charles R. Ashley Jr.
- Re: Geotech Reports, Gerard Madden, SE
- Re: single steel PL connections, Derek Westphal
- Re: Lumber Species in Phoenix, Gary L. Hodgson and Assoc.
- Re: Geotech Reports, Jordan Truesdell, PE
- Partnership, Adjebli
- RE: Finally a Little Recognition !!, Michel Blangy
- Re: Finally a Little Recognition !!, Gerard Madden, SE
- Terminator V: Home At Last, Michel Blangy
- Re: Partnership, Daryl Richardson
- re: new PE forming partnership, Andrew Kester, PE
- RE: new PE forming partnership, Donald Bruckman
- Re: new PE forming partnership, Gary L. Hodgson and Assoc.
- Re: Stone house, Gary L. Hodgson and Assoc.
- Re: Stone house, Jordan Truesdell, PE
- Bar Joist, Wesley Werner
- Weak axis moment frame K Value, Anantha Narayan C.K.
- Re: Bar Joist, Jordan Truesdell, PE
- RE: Bar Joist, Gary Loomis
- Re: Weak axis moment frame K Value, Daryl Richardson
- Re: Stone house, Daryl Richardson
- Re: Weak axis moment frame K Value, Anantha Narayan C.K.
- Re: Stone house, Harold Sprague
- Re: Geotech Reports, Kevin Below
- RE: Stone house, Gary Loomis
- Re: Stone house, Gary L. Hodgson and Assoc.
- Re: Stone house, Gary L. Hodgson and Assoc.
- Re: Stone house, Gary L. Hodgson and Assoc.
- COPIES OF PLANS, S. Gordin
- RE: COPIES OF PLANS, David L. Fisher
- Re: COPIES OF PLANS, S. Gordin
- Re: COPIES OF PLANS, Daryl Richardson
- RE: COPIES OF PLANS, Donald Bruckman
- Re: COPIES OF PLANS, S. Gordin
- Re: Stone house, Stan E Scholl
- Re: COPIES OF PLANS, Mark Gilligan
- Re: Lumber Species in Phoenix, jsgiron
- Re: International EngineerAWARDS, Rbengrguy
- Re: COPIES OF PLANS, garyg
- RE: Stone house, Gary Loomis
- Stone House, Jim Lutz
- Career opportunity with the City of Santa Monica Building & Safety, Ben Yousefi
- Career opportunity with the City of Santa Monica Building & Safety, Tom . Hunt
- Stone House, G. Bunkers
- curved wood sw, David Topete
- Spread sheet for Torion in RC beams, ASLCSE
- Re: Spread sheet for Torion in RC beams, Adjebli
- Re: curved wood sw, Robert Kazanjy
- RE: curved wood sw, Avik Ghosh
- Base Plate Steel TIPS Report -Needs your input with appreciation, Abolhassan Astaneh-Asl
- Re: curved wood sw, Jordan Truesdell, PE
- RE: curved wood sw, Donald Bruckman
- Curved Wood Beam, Stuart, Matthew
- Re: Spread sheet for Torion in RC beams, ASLCSE
- RE: curved wood sw, David Topete
- RE: Spread sheet for Torion in RC beams, David Topete
- Stone House, Michael Hemstad
- RE: Stone House, Garner, Robert
- conduits in footings - thoughts?, gina gobo
- RE: conduits in footings - thoughts?, David Topete
- RE: conduits in footings - thoughts?, Donald Bruckman
- Re: conduits in footings - thoughts?, Daryl Richardson
- RE: conduits in footings - thoughts?, David Topete
- RE: conduits in footings - thoughts?, engineer 98225
- RE: conduits in footings - thoughts?, David Topete
- Re: California SB 1175 & AB 127, Anthony Rubalcava
- Base Plate Steel TIPS Report, Michael Hemstad
- Base Plate Steel TIPS Report, Abolhassan Astaneh
- Horizontal reinforcing in IBC foundation walls, Jim Wilson
- Re: Horizontal reinforcing in IBC foundation walls, Jordan Truesdell, PE
- RE: Horizontal reinforcing in IBC foundation walls, Scott, William N
- Re: Horizontal reinforcing in IBC foundation walls, Jim Wilson
- FW: ICC ES Memo Information From Simpson Strongtie, Wendy Allen
- Re: Spread sheet for Torion in RC beams, ASLCSE
- Bradford Burton is out of the office., Bradford_Burton
- geotechnical software, Christopher Banbury
- Re: geotechnical software, Olexandre Bausk
- Re: Horizontal reinforcing in IBC foundation walls, Gary L. Hodgson and Assoc.
- RE: Spread sheet for Torion in RC beams, Jimenez, Jorge A.
- Train Loading & Box Culvert Program, M. David Finley, P.E., P.A.
- bearing capacity equation, Christopher Banbury
- Re: bearing capacity equation, Himat Solanki
- RE: bearing capacity equation, Christopher Banbury
- RE: bearing capacity equation, Himat Solanki
- Garage sizes, joseph goldbronn
- RE: Garage sizes, David Fisher
- Re: Garage sizes, bcainse
- Site Specific Analysis Sds and Sd1 values, Anantha Narayan C.K.
- Plasma cutters and steel quality / weld quality for SMRFs, open . struct
- RE: Garage sizes, Donald Bruckman
- Re: Garage sizes, Gerard Madden, SE
- RE: Site Specific Analysis Sds and Sd1 values, Ben Yousefi
- Re: Site Specific Analysis Sds and Sd1 values, Ganesh Thiagarajan
- Re: Garage sizes, Jordan Truesdell, PE
- RE: Site Specific Analysis Sds and Sd1 values, Tom . Hunt
- Re: Site Specific Analysis Sds and Sd1 values, Anantha Narayan C.K.
- RE: Site Specific Analysis Sds and Sd1 values, Ben Yousefi
- RE: Site Specific Analysis Sds and Sd1 values, Tom . Hunt
- Re: Site Specific Analysis Sds and Sd1 values, Tom . Hunt
- California Bearing Ratio, Romel Gomez
- RE: California Bearing Ratio, Mark Gilligan
- Train Loading & Box Culvert Program, MICHAEL LeCOMTE
- Re: Train Loading & Box Culvert Program, arshad vali
- Re: California Bearing Ratio, bcainse
- RE: California SB 1175 & AB 127, Tom Skaggs
- Converting PLT files or AutoCad output to TIFF format, Dennis Wish
- Re: Converting PLT files or AutoCad output to TIFF format, S. Gordin
- Re: Converting PLT files or AutoCad output to TIFF format, Olexandre Bausk
- Re: Converting PLT files or AutoCad output to TIFF format, refugio rochin
- Re: Converting PLT files or AutoCad output to TIFF format, Thor Tandy
- Re: Converting PLT files or AutoCad output to TIFF format, S. Gordin
- Re: Converting PLT files or AutoCad output to TIFF format, Jordan Truesdell, PE
- RE: Converting PLT files or AutoCad output to TIFF format, Christopher Banbury
- Cranked Beam supported at blockwalls, refugio rochin
- Re: Cranked Beam supported at blockwalls, Rhkratzse
- Re: Cranked Beam supported at blockwalls, refugio rochin
- Cantilevered Retaining Walls on Pile Foundation, ASLCSE
- RE: Garage sizes, Donald Bruckman
- Tilt-Up Beam Connection Detail, Rich Lewis
- Re: Cantilevered Retaining Walls on Pile Foundation, Tarek Mokhtar
- Re: Tilt-Up Beam Connection Detail, Jim Getaz
- Invitation to ETABS2000 discusssion forum, hossein mardanlo
- Re: Cantilevered Retaining Walls on Pile Foundation, ASLCSE
- VT Shooting, Anantha Narayan C.K.
- Frank Woeste, SE PhD - on Virgina Tech Campus where student opens fire this morning., Dennis Wish
- RE: Frank Woeste, SE PhD - on Virgina Tech Campus where student opens fire this morning., Tom Skaggs
- Virginia Tech Campus tragedy, Harold Sprague
- Re: Virgina Tech Campus - student opens fire this morning., Jordan Truesdell, PE
- SHOOTINGS, ASC
- RE: SHOOTINGS, Bernard, Scott C.
- Re: SHOOTINGS, S. Gordin
- RE: SHOOTINGS, A. Guida
- RE: SHOOTINGS, Christopher Banbury
- Re: SHOOTINGS, Christopher Wright
- Copying sealed PE work for personal records, PLD
- Re: SHOOTINGS, Robert Kazanjy
- Re: SHOOTINGS, Daryl Richardson
- SHOOTINGS AT VPI, Daryl Richardson
- RE: Copying sealed PE work for personal records, Conrad Harrison
- OFF-TOPIC- Virginia Shootings, G Vishwanath
- Virginia Tech, Jordan Truesdell, PE
- Re: Cranked Beam supported at blockwalls, Jake Watson
- Re: Cranked Beam supported at blockwalls, refugio rochin
- RE: Copying sealed PE work for personal records, Donald Bruckman
- RE: Copying sealed PE work for personal records, Paul Feather
- RE: Copying sealed PE work for personal records, David Fisher
- Re: Converting PLT files or AutoCad output to TIFF format, Mark Johnson
- Re: Copying sealed PE work for personal records, Jordan Truesdell, PE
- Gantry Crane Rail Blockout, Paul Blomberg
- Virginia Tech Shootings Hit Civil Engineering Department Hard, Stan Caldwell
- Re: Copying sealed PE work for personal records, Christopher Wright
- VIRGINIA TECH, ASC
- Re: Copying sealed PE work for personal records, Jordan Truesdell, PE
- Re: Gantry Crane Rail Blockout, Jim Getaz
- [no subject], j.n.sigalas
- RE: Virginia Tech, Dennis Wish
- RE: VIRGINIA TECH, Christopher Banbury
- Re: Converting PLT files or AutoCad output to TIFF format, Jun Navaro
- RE: Converting PLT files or AutoCad output to TIFF format, Donald Bruckman
- Re:Steel Member CB150, Ashwin Ranga Swamy
- Re: Gantry Crane Rail Blockout, Daryl Richardson
- Re: VIRGINIA TECH, Rhkratzse
- RE: VIRGINIA TECH, David Fisher
- NOW: Political debates, Rhkratzse
- Re: Gantry Crane Rail Blockout, Paul Blomberg
- Re: VIRGINIA TECH, bcainse
- Re: Gantry Crane Rail Blockout, Rhkratzse
- Re: SHOOTINGS, Raymond Shreenan
- Re: SHOOTINGS, Gil Brock
- Re: SHOOTINGS, Raymond Shreenan
- Masonry Skewed Shear Walls, Aldo Gonzales
- Re: Gantry Crane Rail Blockout, Daryl Richardson
- Re: Masonry Skewed Shear Walls, refugio rochin
- Re: Gantry Crane Rail Blockout, Gary L. Hodgson and Assoc.
- Re: SHOOTINGS, Gary L. Hodgson and Assoc.
- Gunman from Jacobs Engineering in Bldg. 44 of Johnson Space Center (NASA) in Houston., Dennis Wish
- Re: SHOOTINGS, Raymond Shreenan
- Re: Masonry Skewed Shear Walls, David Merrick
- Re: Converting PLT files or AutoCad output to TIFF format, Nacionales Alex
- Re: Converting PLT files or AutoCad output to TIFF format, Olexandre Bausk
- Re: Converting PLT files or AutoCad output to TIFF format, Jun Navaro
- California SE Review Workshops in SF & LA, StructuralReview
- Career opportunity with the City of Santa Monica Building & Safety, Trib K Mittra
- Simplified base shear formula in 97 UBC, Trib K Mittra
- Re: Converting PLT files or AutoCad output to TIFF format, Mark Johnson
- Aluminium and stainless steel., Michael Laplante
- Stainless and Aluminum, Robert Freeman
- Re: Aluminium and stainless steel., Olexandre Bausk
- Re: Aluminium and stainless steel., Dave Handy
- RE: SHOOTINGS, Dennis Wish
- Re: SHOOTINGS, Gary L. Hodgson and Assoc.
- Re: SHOOTINGS, Raymond Shreenan
- Re: SHOOTINGS, ASLCSE
- Re: SHOOTINGS, Raymond Shreenan
- Re: SHOOTINGS, ASLCSE
- Re: SHOOTINGS, Gerard Madden, SE
- RE: SHOOTINGS, Chance, Acie
- RE: SHOOTINGS, David Topete
- RE: SHOOTINGS, Garner, Robert
- RE: SHOOTINGS, Wesley Werner
- Re: SHOOTINGS, Gerard Madden, SE
- Gun control, Robert Freeman
- Re: SHOOTINGS, Raymond Shreenan
- Re: SHOOTINGS, bcainse
- Re: SHOOTINGS, Gerard Madden, SE
- Re: SHOOTINGS, Robert Kazanjy
- RE: SHOOTINGS, Jason Christensen
- Re: SHOOTINGS, Robert Kazanjy
- RE: SHOOTINGS, Donald Bruckman
- RE: SHOOTINGS, Richard L. Hess
- Re: SHOOTINGS, Robert Kazanjy
- Re: SHOOTINGS, Raymond Shreenan
- Let the floodgates open (was: SHOOTINGS), Jordan Truesdell, PE
- Re: Let the floodgates open (was: SHOOTINGS), Robert Kazanjy
- Re: SHOOTINGS, Gary L. Hodgson and Assoc.
- Re: Let the floodgates open, Jordan Truesdell, PE
- RE: SHOOTINGS, Andrew Eklund
- Gun Control Listserve, Steiner, Matthew
- Manufactured housing foundations, Jordan Truesdell, PE
- RE: SHOOTINGS, Dennis Wish
- RE: Manufactured housing foundations, Gary Loomis
- RE: SHOOTINGS, Dennis Wish
- GUN CONTROL, ASC
- Uplift loads on canopies, Drew Morris
- Below Grade Garage Walls contribution to Lateral Loads, Me
- Re: GUN CONTROL, Rhkratzse
- Re: Below Grade Garage Walls contribution to Lateral Loads, Jordan Truesdell, PE
- Re: Manufactured housing foundations, Raymond Shreenan
- Re: Manufactured housing foundations, Harold Sprague
- RE: Manufactured housing foundations, Christopher Banbury
- helical earth anchors, Christopher Banbury
- RE: Manufactured housing foundations, Gary Loomis
- Re: Manufactured housing foundations, Jordan Truesdell, PE
- RE: Manufactured housing foundations, Harold Sprague
- Re: helical earth anchors, bart
- Helical anchors in saturated soils, MICHAEL LeCOMTE
- Using steel chains as concrete reinforcement??, Ibrahim Mohammad
- Re: Using steel chains as concrete reinforcement??, Brian K. Smith
- Re: Using steel chains as concrete reinforcement??, Rhkratzse
- helical anchors, Robert Freeman
- Re: helical earth anchors, ASLCSE
- Re: Using steel chains as concrete reinforcement??, Stan E Scholl
- RE: Using steel chains as concrete reinforcement??, Josh Comfort
- Re: Using steel chains as concrete reinforcement??, Jordan Truesdell, PE
- Re: Using steel chains as concrete reinforcement??, Jordan Truesdell, PE
- RE: Using steel chains as concrete reinforcement??, Casey K. Hemmatyar
- RE: Using steel chains as concrete reinforcement??, Joel Adair
- Re: Using steel chains as concrete reinforcement??, bcainse
- Re: Using steel chains as concrete reinforcement??, Rhkratzse
- RE: Let the floodgates open (was: SHOOTINGS), Dennis Wish
- Mold growth, Raymond Shreenan
- RE: Let the floodgates open (was: SHOOTINGS), Trib K Mittra
- RE: Mold growth, Richard L. Hess
- Re: Mold growth, Raymond Shreenan
- Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
- Re: Using steel chains as concrete reinforcement??, Mark Gilligan
- new way of using chain, ASC
- Re: Using steel chains as concrete reinforcement??, Gary L. Hodgson and Assoc.
- Rahe Gruber/AV/FD/FluorCorp is out of the office., Rahe . Gruber
- Re: Using steel chains as concrete reinforcement, Craig Hawe
- RE: Let the floodgates open (was: SHOOTINGS), Tom . Hunt
- Using steel chains as concrete reinforcement??, Michael Hemstad
- beam camber..., David Fisher
- RE: beam camber..., Casey K. Hemmatyar
- Re: beam camber..., Gerard Madden, SE
- Re: Using steel chains as concrete reinforcement??, Neil Moore
- CHAIN IN CONCRETE, ASC
- alternative reinforcement..., Andrew Kester, PE
- Re: beam camber..., bcainse
- Re: alternative reinforcement..., bcainse
- RE: beam camber..., Reza Dashti Asl
- Alternate design method, Jim Bessley
- RE: Alternate design method, Gary Loomis
- Re: Alternate design method, Jim Bessley
- Re: Alternate design method, Scott Maxwell
- "Certifying" Lifting Plates, Scott Maxwell
- Re: "Certifying" Lifting Plates, Tom . Hunt
- Re: "Certifying" Lifting Plates, bcainse
- Galvanized Steel Tube Column, Jared Keyser
- Re: Alternate design method, Jim Bessley
- RE: "Certifying" Lifting Plates, Gary Loomis
- bay bridge, S. Gordin
- Re: bay bridge, Rhkratzse
- Re: bay bridge, Benjamin Maxwell
- Re: bay bridge, Stan E Scholl
- Re: bay bridge, Mark Gilligan
- Re: "Certifying" Lifting Plates, Scott Maxwell
- Re: Alternate design method, Scott Maxwell
- Re: Alternate design method, Jordan Truesdell, PE
- Re: bay bridge, MICHAEL LeCOMTE
- Re: Alternate design method, Scott Maxwell
- Re: Alternate design method, Jim Bessley
- Re: Galvanized Steel Tube Column, Tom . Hunt
- RE: "Certifying" Lifting Plates, Greene, Al [PTS]
- RE: "Certifying" Lifting Plates, Gary Loomis
- RE: bay bridge, David Topete
- Re: bay bridge, Mark Gilligan
- RE: "Certifying" Lifting Plates, Tom . Hunt
- Re: bay bridge, S. Gordin
- Re: bay bridge, Scott Maxwell
- RE: bay bridge, David Fisher
- Galvanized Steel Tube Column, Jared Keyser
- Re: bay bridge, S. Gordin
- Re: bay bridge, Scott Maxwell
- Alternate Design Method, Michael Hemstad
- Alternate Design Method, Garner, Robert
- Re: Alternate Design Method, Jim Bessley
- Re: Alternate Design Method, Scott Maxwell
- Re: Alternate Design Method, Scott Maxwell
- why the moment frame must be capable to resist at least 25% of lateral loads؟, hossein mardanlo
- Re: Alternate design method, Gary L. Hodgson and Assoc.
- welding spec for appearance, Andy Richardson
- Steel Member Check for Seismic Loading, 남윤호
- Steel Member Check for Seismic Loading, TBerair
- RE: welding spec for appearance, Garner, Robert
- Steel Member Check for Seismic Loading, Tom . Hunt
- Re: Steel Member Check for Seismic Loading, Paul Blomberg
- Re: welding spec for appearance, Paul Blomberg
- Re: Steel Member Check for Seismic Loading, Daryl Richardson
- Re: why the moment frame must be capable to resist at least 25% of lateral loadsŲ, Derek Westphal
- Re: welding spec for appearance, Christopher Wright
- Rationale for Sprinklers on Steel Bridges, Fred Turner
- Re: Steel Member Check for Seismic Loading, Christopher Wright
- RE: welding spec for appearance, Michel Blangy
- RE: Rationale for Sprinklers on Steel Bridges, Donald Bruckman
- Re: Steel Member Check for Seismic Loading, Christopher Wright
- RE: why the moment frame must be capable to resist at least 25% of lateral loadsØŸ, Ben Yousefi
- RE: why the moment frame must be capable to resist at least 25% of lateral loadsØŸ, Tom . Hunt
- RE: Rationale for Sprinklers on Trucks..., Benjamin Maxwell
- Re: why the moment frame must be capable to resist at least 25% of lateral loads؟, Gerard Madden, SE
- RE: Rationale for Sprinklers on Trucks..., Ben Yousefi
- RE: Rationale for Sprinklers on Trucks..., Tom . Hunt
- Re: Rationale for Sprinklers on Trucks..., bcainse
- Re: why the moment frame must be capable to resist at least 25% of lateral loads?, hossein mardanlo
- Searching for free downloadble books, hossein mardanlo
- Invitation to ETABS2000 discusssion forum, hossein mardanlo
- RE: Rationale for Sprinklers on Trucks..., TBerair
- Last Reminder! California SE Review Workshops in SF & LA, StructuralReview
- ACI318-05: Minimum Reinforcements, Wontae Kim
- RE: Backing bar in RBS steel moment connection, Gautam Manandhar
- RE: Backing bar in RBS steel moment connection, Derek Westphal
- Concrete Overlay, Peterson Brian A PSNS C900
- ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, Dennis Wish
- ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, KIRTESH A GANDHI
- Re: Concrete Overlay, Benjamin Maxwell
- ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, TBerair
- Re: ACI318-05: Minimum Reinforcements, Jim Getaz
- ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, Tom . Hunt
- RE: ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, Ehrlich, Gary
- ASCE 7-05 Wind Load and Publication Costs, Jim Lutz
- RE: ASCE 7-05 Wind Load and Publication Costs, Garner, Robert
- Re: ASCE 7-05 Wind Load and Publication Costs -- "A Modest Proposal", Rhkratzse
- RE: ASCE 7-05 Wind Load and Publication Costs, Donald Bruckman
- RE: ASCE 7-05 Wind Load and Publication Costs, Padmanabhan Rajendran
- ASCE 7-05 Wind Load - Simplified Methods, David Merrick
- ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, Trib K Mittra
- Re: ASCE 7-05 Wind Load and Publication Costs, Jordan Truesdell, PE
- SCBF Compressible Material?, SE3949
- Re: SCBF Compressible Material?, Daryl Richardson
- California Amendments to the 2006 IBC, Hery Litman-Cleper
- RE: California Amendments to the 2006 IBC, Ben Yousefi
- RE: California Amendments to the 2006 IBC, David Topete
- RE: California Amendments to the 2006 IBC, Hery Litman-Cleper
- RE: California Amendments to the 2006 IBC, Tom . Hunt
- Chinese Building Code, Michael Hemstad
- Re: Chinese Building Code, Drew Morris
- Re: Chinese Building Code, Rhkratzse
- Re: Chinese Building Code, Rhkratzse
- RE: ASCE 7-05 Wind Load and Publication Costs, Lloyd Pack
- RE: California Amendments to the 2006 IBC, Donald Bruckman
- NEWSHOUR report on the MacArthur Maze freeway collapse, Rhkratzse
- RE: Chinese Building Code, Michel Blangy
- Re: Chinese Building Code, Gerard Madden, SE
- RE: Chinese Building Code, Michel Blangy
- Re: Chinese Building Code, Gerard Madden, SE
- Re: NEWSHOUR report on the MacArthur Maze freeway collapse, Rhkratzse
- RE: Chinese Building Code, Michel Blangy
- roller coaster supporting structure, JC Wish L
- Bout Time, Gerard Madden, SE
- Re: Chinese Building Code, Gil Brock
- Re: roller coaster supporting structure, Gerard Madden, SE
- Re: NEWSHOUR report on the MacArthur Maze freeway collapse, AmerRescue
- RE: California Amendments to the 2006 IBC, Dennis Wish
- RE: ASCE 7-05 Wind Load and Publication Costs, Dennis Wish
- Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), Scott Maxwell
- Re: ASCE 7-05 Wind Load and Publication Costs, Scott Maxwell
- RE: ASCE 7-05 Wind Load and Publication Costs, Conrad Harrison
- Off Topic :Vish seeks advice/suggestions, G Vishwanath
- RE: California Amendments to the 2006 IBC, TBerair
- Re: roller coaster supporting structure, JC Wish L
- Re: Chinese Building Code, Gary L. Hodgson and Assoc.
- Re: ASCE 7-05 Wind Load and Publication Costs, Gary L. Hodgson and Assoc.
- RE: Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), M. David Finley, P.E., P.A.
- Re: roller coaster supporting structure, Jordan Truesdell, PE
- Re: Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), Jordan Truesdell, PE
- RE: Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), Bill Allen
- RE: roller coaster supporting structure, Larry Hauer
- Re: Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), Scott Maxwell
- RE: Off Topic :Vish seeks advice/suggestions, Donald Bruckman
- RE: Cost of codes (was RE: ASCE 7-05 Wind Load and Publication Costs), Scott Maxwell
- Chinese Building Code, Michael Hemstad
- Re: Off Topic :Vish seeks advice/suggestions, Gerard Madden, SE
- RE: Chinese Building Code, Martin Li
- SCBF Compressible Material?, Abolhassan Astaneh-Asl
- Re: NEWSHOUR report on the MacArthur Maze freeway collapse, Gerard Madden, SE
- Re: roller coaster supporting structure, Gerard Madden, SE
- RE: NEWSHOUR report on the MacArthur Maze freeway collapse, Paul Feather
- Re: NEWSHOUR report on the MacArthur Maze freeway collapse, Gerard Madden, SE
- metal lattice, chuck utzman
- Re: metal lattice, Christopher Wright
- RE: metal lattice, Scott, William N
- RE: metal lattice, Christopher Banbury
- RE: metal lattice, Donald Bruckman
- RE: metal lattice, Christopher Banbury
- RE: Chinese Building Code, Martin Li
- Re: NEWSHOUR report on the MacArthur Maze freeway collapse, AmerRescue
- RE: NEWSHOUR report on the MacArthur Maze freeway collapse, David Fisher
- costs of code, revisions, clarifications, seminars, programs and insurance, David Merrick
- Re: roller coaster supporting structure, JC Wish L
- Re: costs of code, revisions, clarifications, seminars, programs and insurance, Scott Maxwell
- MacArthur MAze Collapse --Text, audio and video stream of Jim Lehrer News Hour Segment now on the Internet., Abolhassan Astaneh-Asl
- Re: metal lattice, chuck utzman
- What do call your EITs?, Jordan Truesdell, PE
- RE: What do call your EITs?, David Fisher
- Re: What do call your EITs?, Christopher Wright
- RE: What do call your EITs?, bill
- Re: What do call your EITs?, Scott Maxwell
- Re: What do call your EITs?, Daryl Richardson
- RE: What do call your EITs?, Mark E. Deardorff
- RE: What do call your EITs?, David Fisher
- RE: What do call your EITs?, Michelle Motchos
- Re: What do call your EITs?, Gerard Madden, SE
- RE: Can anyone use a summer intern, Gautam Manandhar
- Re: What do call your EITs?, Jordan Truesdell, PE
- Re: What do call your EITs?, Scott Maxwell
- Re: What do call your EITs?, Jordan Truesdell, PE
- Re: What do call your EITs?, Scott Maxwell
- RE: What do call your EITs?, Will Blanchard
- RE: What do call your EITs?, Harris, Brian
- RE: What do call your EITs?, Bernard, Scott C.
- Re: What do call your EITs?, Jordan Truesdell, PE
- Hollowcore Slab Diaphragm Connection Detailing, Will Blanchard
- Structural Question about beam secured to top of proprietary shear wall panel., Dennis Wish
- RE: Hollowcore Slab Diaphragm Connection Detailing, David Topete
- Traprock Finish, Rich Lewis
- Re: Structural Question about beam secured to top of proprietary shear wall panel., Gerard Madden, SE
- RE: Traprock Finish, Stuart, Matthew
- RE: Traprock Finish, seaint04
- RE: Traprock Finish, Scott Maxwell
- Beveled Washers for MC Channels, davidfinley
- Re: What do call your EITs?, arshad vali
- Hollowcore Slab Diaphragm Connection Detailing, Michael Hemstad
- New Steel TIPS from SSEC: Progressive Collapse Prevention of Steel Frames with Shear Connections, Abolhassan Astaneh-Asl
- Tilt-Up Wall Pier Design, seaint04
- RE: Tilt-Up Wall Pier Design, Mark E. Deardorff
- RE: Tilt-Up Wall Pier Design, Doug Mayer
- Castellated Beam Tables, John Whitty
- RE: Castellated Beam Tables, David Fisher
- Castellated Beam Tables, Tom . Hunt
- RE: Structural Question about beam secured to top of proprietary shear wall panel., Dennis Wish
- Castellated Beam Tables, Rand W Holtham
- Re: Beveled Washers for MC Channels, Gary L. Hodgson and Assoc.
- RE: Structural Question about beam secured to top of proprietary shear wall panel., David Topete
- RE: Traprock Finish, Harold Sprague
- RE: Beveled Washers for MC Channels, Harold Sprague
- RE: Beveled Washers for MC Channels, Harold Sprague
- Structures Congress, Harold Sprague
- Steel Member Check for Seismic Loading, Trib K Mittra
- Re: Beveled Washers for MC Channels, Rhkratzse
- Re: Beveled Washers for MC Channels, Robert Kazanjy
- RE: Beveled Washers for MC Channels, Scott, William N
- Special Inspections and Insurance, Andy Richardson
- RE: Special Inspections and Insurance, Mark E. Deardorff
- RE: Special Inspections and Insurance, Mark Gilligan
- Placing concrete walls on footings before 7 days, Jim Wilson
- Re: Placing concrete walls on footings before 7 days, DomDean
- Retaining wall extremes, Ganesh Thia
- Re: Beveled Washers for MC Channels, Robert Kazanjy
- Re: Placing concrete walls on footings before 7 days, Daryl Richardson
- RE: Special Inspections and Insurance, Donald Bruckman
- roof truss daiphragm forces, Pinyon Engineering
- Re: roof truss daiphragm forces, Gerard Madden, SE
- RE: Special Inspections and Insurance, Doug Mayer
- test, TTB
- Re: Structures Congress, Jim Getaz
- Subject: Re: roof truss daiphragm forces, Pinyon Engineering
- Re: Subject: Re: roof truss daiphragm forces, Gerard Madden, SE
- RE: roof truss daiphragm forces, Truitt Vance
- RE: Subject: Re: roof truss daiphragm forces, Dennis Wish
- Re: Retaining wall extremes, Ganesh Thia
- Fw: roof truss daiphragm forces, Pinyon Engineering
- RE: roof truss daiphragm forces, Garner, Robert
- RE: Retaining wall extremes, Michel Blangy
- RE: Retaining wall extremes, Garner, Robert
- RE: Retaining wall extremes, David Topete
- RE: Retaining wall extremes, Garner, Robert
- Re: Fw: roof truss daiphragm forces, chuck utzman
- Re: Placing concrete walls on footings before 7 days, Will Haynes
- Any VA engineers out there..., Jordan Truesdell, PE
- Re: Retaining wall extremes, Rhkratzse
- RE: Any VA engineers out there..., David Topete
- RE: Any VA engineers out there..., David Fisher
- Re: Any VA engineers out there..., Rhkratzse
- RE: Any VA engineers out there..., David Topete
- RE: Any VA engineers out there..., David Fisher
- Re: Any VA engineers out there..., Jordan Truesdell, PE
- RE: Any VA engineers out there..., David Fisher
- Re: Any VA engineers out there..., bcainse
- Santa Barbara/Montecito, David Fisher
- RE: Backing bar in RBS steel moment connection, bart
- Parking Garage Occupancy Category, Daniel Popp
- RE: Backing bar in RBS steel moment connection, Michel Blangy
- Seminars, Dennis Wish
- RE: Seminars, Mark E. Deardorff
- Re: Santa Barbara/Montecito, Adjebli
- Re: Santa Barbara/Montecito, Drew Morris
- RE: Backing bar in RBS steel moment connection, bart
- RE: Backing bar in RBS steel moment connection, Michel Blangy
- Re: Seminars, Gerard Madden, SE
- Steel factory, hossein mardanlo
- SAP SHELL DESIGN, hossein mardanlo
- Re: Steel factory, Christopher Wright
- Re: SAP SHELL DESIGN, Christopher Wright
- RE: Retaining wall extremes, DBruckman
- Re: Parking Garage Occupancy Category, James Getaz
- RE: Fw: roof truss daiphragm forces, Dennis Wish
- Fw: roof truss daiphragm forces, Pinyon Engineering
- Re: Steel factory, hossein mardanlo
- Re: SAP SHELL DESIGN, hossein mardanlo
- Re: SAP SHELL DESIGN, Ganesh Thia
- Re: Steel factory, Christopher Wright
- Re: SAP SHELL DESIGN, Christopher Wright
- ProgeCAD Smart, Books and Pencils, G Vishwanath
- RE: Steel-Detail: ProgeCAD Smart, Books and Pencils, G Vishwanath
- Re: SAP SHELL DESIGN, Gary L. Hodgson and Assoc.
- RE: Backing bar in RBS steel moment connection, Harold Sprague
- Re: SAP SHELL DESIGN, hossein mardanlo
- RE: Fw: roof truss daiphragm forces, Donald Bruckman
- Re: Steel factory, hossein mardanlo
- Re: SAP SHELL DESIGN, Gerard Madden, SE
- Re: SAP SHELL DESIGN, bcainse
- Re: Placing concrete walls on footings before 7 days, Jim Wilson
- RE: SAP SHELL DESIGN / Steel factory, Conrad Harrison
- Plywood over light gage shear wall, Jim Bessley
- Re: SAP SHELL DESIGN / Steel factory, hossein mardanlo
- Alternate Cold Joint Location, Bill Allen
- Re: Alternate Cold Joint Location, Rhkratzse
- Re: Alternate Cold Joint Location, Tom . Hunt
- RE: Alternate Cold Joint Location, Michel Blangy
- RE: Alternate Cold Joint Location, Michel Blangy
- Re: Alternate Cold Joint Location, Jnapd
- RE: Alternate Cold Joint Location, Henry Fairbairn
- Re: Alternate Cold Joint Location, Padmanabhan Rajendran
- RE: Alternate Cold Joint Location, Garner, Robert
- Articles on soil vibrations from rollers, Marlou Rodriguez
- Re: Articles on soil vibrations from rollers, Neil Moore
- RE: Articles on soil vibrations from rollers, Marlou Rodriguez
- RE: Alternate Cold Joint Location, Bill Allen
- Re: Alternate Cold Joint Location, ECVAl3
- Re: Articles on soil vibrations from rollers, José Inácio Ávila
- Re: SAP SHELL DESIGN / Steel factory, Christopher Wright
- Re: Articles on soil vibrations from rollers, Bill Cain
- Re: Alternate Cold Joint Location, Bill Cain
- Re: SAP SHELL DESIGN / Steel factory, Michel
- Re: SAP SHELL DESIGN / Steel factory, Gerard Madden, SE
- RE: SAP SHELL DESIGN / Steel factory, DBruckman
- Re: SAP SHELL DESIGN / Steel factory, Christopher Wright
- Re: Alternate Cold Joint Location, Gary L. Hodgson and Assoc.
- Re: Plywood over light gage shear wall, Robert Kazanjy
- RE: Alternate Cold Joint Location, Ehrlich, Gary
- Re: Plywood over light gage shear wall, Jim Bessley
- RE: Plywood over light gage shear wall, Tom Skaggs
- Re: Plywood over light gage shear wall, Robert Kazanjy
- Re: Plywood over light gage shear wall, Robert Kazanjy
- Re: Articles on soil vibrations from rollers, Raymond Shreenan
- Re: Plywood over light gage shear wall, Jim Bessley
- RE: Plywood over light gage shear wall, Tom Skaggs
- Wood header out of plane load, Mark L. Puccio
- RE: Wood header out of plane load, David Fisher
- RE: Wood header out of plane load, David Topete
- Sulphur Pit Roof Emergency, Daryl Richardson
- RE: Wood header out of plane load, Larry Hauer
- RE: SAP SHELL DESIGN / Steel factory, Conrad Harrison
- RE: SAP SHELL DESIGN / Steel factory, Padmanabhan Rajendran
- RE: SAP SHELL DESIGN / Steel factory, Padmanabhan Rajendran
- RE: SAP SHELL DESIGN / Steel factory, Neil Moore
- Re: Sulphur Pit Roof Emergency, Jordan Truesdell, PE
- Re: SAP SHELL DESIGN / Steel factory, Robert Kazanjy
- Re: Sulphur Pit Roof Emergency, Tom . Hunt
- Re: Plywood over light gage shear wall, Robert Kazanjy
- Re: Plywood over light gage shear wall, Robert Kazanjy
- Re: Sulphur Pit Roof Emergency, Robert Kazanjy
- RE: SAP SHELL DESIGN / Steel factory, Michel Blangy
- FOUNDATIONS: Warranty for Drilled Pier/Shaft Foundation Installation, Bill Polhemus
- Re: Sulphur Pit Roof Emergency, Bill Polhemus
- Sheffield Joists, Michael Hemstad
- Revised Spring 2007 Masonry Chronicles has been published, Bill Allen
- Re: Sulphur Pit Roof Emergency, arshad vali
- Re: Sheffield Joists, Bill Polhemus
- Re: Plywood over light gage shear wall, sutej
- RE: Plywood over light gage shear wall, Donald Bruckman
- Re: Plywood over light gage shear wall, Robert Kazanjy
- Re: Sulphur Pit Roof Emergency, Vineet Aggarwal
- Re: Sulphur Pit Roof Emergency, Gary L. Hodgson and Assoc.
- Re: Plywood over light gage shear wall, Jim Bessley
- Re: Sulphur Pit Roof Emergency, Daryl Richardson
- Curved Prestressed Concrete Box Girders, Arvind Salecha
- Concrete PH question, Stuart, Matthew
- 9-11 Wackos, Gerard Madden, SE
- Re: Concrete PH question, Jay Shilstone
- Re: 9-11 Wackos, Rhkratzse
- RE: Concrete PH question, Stuart, Matthew
- OT: HP-750C, Alden Manipula
- RE: 9-11 Wackos, Josh Comfort
- Re: 9-11 Wackos, Gerard Madden, SE
- Re: 9-11 Wackos, ECVAl3
- Re: Concrete PH question, bart
- High lift grouting, Doug Mayer
- Re: 9-11 Wackos, Gerard Madden, SE
- RE: High lift grouting, Mark E. Deardorff
- Re: 9-11 Wackos, ECVAl3
- RE: High lift grouting, Doug Mayer
- Re: High lift grouting, Jnapd
- Re: 9-11 Wackos, Gerard Madden, SE
- Re: 9-11 Wackos, Gerard Madden, SE
- Re: 9-11 Wackos, Christopher Wright
- Re: 9-11 Wackos, Gerard Madden, SE
- RE: 9-11 Wackos, Mark E. Deardorff
- RE: 9-11 Wackos, Joel gordon
- Re: High lift grouting, Bill Cain
- Re: High lift grouting, Scott Maxwell
- Re: High lift grouting, bart
- RE: Sheffield Joists, Harold Sprague
- Re: 9-11 Wackos, Gerard Madden, SE
- Re: 9-11 Wackos, ECVAl3
- Re: OT: HP-750C, Robert Kazanjy
- Re: 9-11 Wackos, Gerard Madden, SE
- Re: 9-11 Wackos, Will Haynes
- Re: Curved Prestressed Concrete Box Girders, Daryl Richardson
- Re: 9-11 Wackos, Christopher Wright
- Re: 9-11 Wackos, Gerard Madden, SE
- RE: 9-11 Wackos, Scott Maxwell
- Re: 9-11 Wackos, Gerard Madden, SE
- FrameSolver 2D, Ramy Shameia
- Looking for engineer in Louisiana, Scott Maxwell
- Re: Looking for engineer in Louisiana, Brian K. Smith
- RE: FOUNDATIONS: Warranty for Drilled Pier/Shaft Foundation Installation, Harold Sprague
- Sulphur Pit Roof Emergency, Daryl Richardson
- Large Bay 'X' Bracing, Rich Lewis
- Re: Large Bay 'X' Bracing, Tom . Hunt
- Re: Large Bay 'X' Bracing, Harold Sprague
- Re: Large Bay 'X' Bracing, Daryl Richardson
- Lateral Resistance for Structured Pile Supported Foundation, Stuart, Matthew
- Night Shift duty for my computer, G Vishwanath
- Re: Large Bay 'X' Bracing, Padmanabhan Rajendran
- Diagonal base shear UBC 97, Rand W Holtham
- Re: Large Bay 'X' Bracing, Rand W Holtham
- Re: Large Bay 'X' Bracing, Padmanabhan Rajendran
- Re: Large Bay 'X' Bracing, Paul Ransom
- Re: Large Bay 'X' Bracing, Rand W Holtham
- RE: OT: HP-750C, Alden Manipula
- RE: Diagonal base shear UBC 97, Ben Yousefi
- RE: Diagonal base shear UBC 97, Rand W Holtham
- some forum? re lateral bracing?? I DO NOT BELONG HERE!!!!!!!!!!!!!!, ld
- RE: Large Bay 'X' Bracing, Effland, Greg
- RE: Lateral Resistance for Structured Pile Supported Foundation, Paul Feather
- RE: some forum? re lateral bracing?? I DO NOT BELONG HERE!!!!!!!!!!!!!!, Deardorff, Mark
- RE: Lateral Resistance for Structured Pile Supported Foundation, Padmanabhan Rajendran
- Mac Arthur Maze Collapse and Reconstruction-www.capradio.com, Abolhassan Astaneh-Asl
- Re: Lateral Resistance for Structured Pile Supported Foundation, TJ Fu
- Re: some forum? re lateral bracing?? I DO NOT BELONG HERE!!!!!!!!!!!!!!, Bill Cain
- Roof panel safety factors, Drew Morris
- Re: Roof panel safety factors, Scott Maxwell
- Re: Roof panel safety factors, Mark Gilligan
- Large Bay 'X' Bracing, Abolhassan Astaneh-Asl
- RE: Large Bay 'X' Bracing, Rich Lewis
- RE: Large Bay 'X' Bracing, Effland, Greg
- RE: Large Bay 'X' Bracing, David Topete
- Roof Panel Safety Factors, Jared Keyser
- Gas Turbine Short-Circuit Foundation Design Factor of Safety / Guidelines, Eknrinc
- Re: Gas Turbine Short-Circuit Foundation Design Factor of Safety / Guidelines, Tom . Hunt
- steel - vibration analysis, David Topete
- fillet welding, raincat1
- Re: fillet welding, Ganesh Thia
- RE: steel - vibration analysis, Josh Plummer
- Re: Large Bay 'X' Bracing, Abolhassan Astaneh-Asl
- Re: Night Shift duty for my computer - and beyond..., G Vishwanath
- Re: Night Shift duty for my computer - and beyond..., Gary L. Hodgson and Assoc.
- Re: steel - vibration analysis, Will Haynes
- Cripple wall stud length, Rhkratzse
- RE: Cripple wall stud length, Truitt Vance
- Re: Cripple wall stud length, Rhkratzse
- RE: steel - vibration analysis, Ehrlich, Gary
- RE: fillet welding, Smith, Edgar
- Re: Night Shift duty for my computer, Bill Polhemus
- NEWS ITEM: (And what're the seismic parameters for Mumbai?), Bill Polhemus
- strengthening of floor joists with FRP's??, DOLLY TRIVIZ
- Re: strengthening of floor joists with FRP's??, Christopher Wright
- Re: strengthening of floor joists with FRP's??, Will Haynes
- Re: NEWS ITEM: (And what're the seismic parameters for Mumbai?), Anantha Narayan C.K.
- RE: Cripple wall stud length, Larry Hauer
- Re: Cripple wall stud length, Rhkratzse
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Will Haynes
- Re: Cripple wall stud length, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Daryl Richardson
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Daryl Richardson
- Re: strengthening of floor joists with FRP's??, Will Haynes
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Code Costs, Redux, DBruckman
- Standard format of submission of structural design calculations., Muhammad Amin
- Re: Code Costs, Redux, Blake Patsy
- Re: Code Costs, Redux, Christopher Wright
- Re: Standard format of submission of structural design calculations., Christopher Wright
- RE: Code Costs, Redux, Harold Sprague
- Braced Frame Connection, Slip-Critical or Bearing Bolts?, Abolhassan Astaneh
- RE: Standard format of submission of structural design calculations., Conrad Harrison
- Torsional buckling of columns, hossein mardanlo
- Re: Code Costs, Redux, Scott Maxwell
- RE: Standard format of submission of structural design calculations., gloomis
- Washington State - SEIII Exam, Bill S. Marczewski
- RE: Cripple wall stud length, joseph goldbronn
- Re: Washington State - SEIII Exam, Scott Maxwell
- Re: Code Costs, Redux, Bill S. Marczewski
- RE: strengthening of floor joists with FRP's??, David Topete
- Re: strengthening of floor joists with FRP's??, Robert Kazanjy
- Re: strengthening of floor joists with FRP's??, Drew Morris
- Re: strengthening of floor joists with FRP's??, Jordan Truesdell, PE
- Re: strengthening of floor joists with FRP's??, Will Haynes
- TORSIONAL BUCKLING, ASC
- RE: Standard format of submission of structural design, G Vishwanath
- RE: Code Costs, Redux, Ehrlich, Gary
- Re: FEMA Bolted Connection, Abolhassan Astaneh-Asl
- Stair landing pans and rebar cover, David Watt
- RE: Code Costs, Redux, Ben Yousefi
- RE: Code Costs, Redux, Tom . Hunt
- File with xmcd extension, TJ Fu
- RE: File with xmcd extension, Mark E. Deardorff
- RE: File with xmcd extension, David Watt
- RE: File with xmcd extension, David Watt
- RE: File with xmcd extension, Jason Christensen
- Concrete Masonry Walls, gskwy
- masonry control joints, Robert Freeman
- RE: Concrete Masonry Walls, Martin Li
- Re: Stair landing pans and rebar cover, Scott Maxwell
- Re: Concrete Masonry Walls, Scott Maxwell
- Re: masonry control joints, Scott Maxwell
- RE: Concrete Masonry Walls, David Topete
- RE: Concrete Masonry Walls, Mark Gilligan
- Using Dynamic Load Information, Sean Martin
- Re: Using Dynamic Load Information, Jordan Truesdell, PE
- RE: Concrete Masonry Walls, Thor Tandy
- RE: Concrete Masonry Walls, Scott Maxwell
- Re: Concrete Masonry Walls, Robert Kazanjy
- RE: Concrete Masonry Walls, Josh Comfort
- ASCE 7-05 Errors, Garner, Robert
- Re: ASCE 7-05 Errors, Rhkratzse
- Use of Slurry Seal (SS-1) as Prime Coat, Romel Gomez
- Glass railing, Tarek Mokhtar
- RE: Glass railing, Thor Tandy
- Re: Glass railing, Daryl Richardson
- Re: ASCE 7-05 Errors, Scott Maxwell
- Re: Glass railing, mlcse
- RE: ASCE 7-05 Errors, Sherman, James J. (Jim)
- Re: ASCE 7-05 Errors, Jordan Truesdell, PE
- Re: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Barry Welliver
- Re: Glass railing, Tarek Mokhtar
- Re: ASCE 7-05 Errors, Jordan Truesdell, PE
- RE: steel - vibration analysis, David Topete
- ASCE 7-05 Errors, Garner, Robert
- RE: ASCE 7-05 Errors, Donald Bruckman
- Re: ASCE 7-05 Errors, Gerard Madden, SE
- Torquing of bolts by the bolt head, Michael Laplante
- RE: ASCE 7-05 Errors, Mark E. Deardorff
- RE: Torquing of bolts by the bolt head, Garner, Robert
- RE: ASCE 7-05 Errors, Larry Hauer
- Re: Glass railing, Mlcse
- Re: Torquing of bolts by the bolt head, Christopher Wright
- Re: Glass railing Redux, Rhkratzse
- How do I put my question in this forum, Sanjay Verma
- Re: How do I put my question in this forum, Rhkratzse
- Re: How do I put my question in this forum, Will Haynes
- RE: Torquing of bolts by the bolt head, Harold Sprague
- RE: Glass railing, Harold Sprague
- Unbalanced Snow Loads, Eric Tompos
- super flat floors, Dave Handy
- Mitigation / Acceptance of Concrete Mix with Reactive Aggregates, Sanjay Verma
- Re: super flat floors, Daryl Richardson
- Code errata, David Merrick
- RE: Code errata, Garner, Robert
- RE: super flat floors, Michelle Motchos
- Re: Code errata, Scott Maxwell
- Re: super flat floors, Stan E Scholl
- RE: super flat floors, Stuart, Matthew
- Re: AISI 12L14 Steel, Robert Kazanjy
- RE: AISI 12L14 Steel, Thor Tandy
- Re: AISI 12L14 Steel, Robert Kazanjy
- RE: super flat floors, Harold Sprague
- RE: steel - vibration analysis, Allen.Adams
- Cracking Moment Mcr, Anantha Narayan C.K.
- Braced Wall vs Shear Wall, IRV FRUCHTMAN
- Re: Braced Wall vs Shear Wall, Rhkratzse
- RE: Braced Wall vs Shear Wall, William King
- Does Anybody Have "Analysis of Collector/Drag Elements in Rigid Diaphragm"?, Wontae Kim
- RE: ASCE 7-05 Errors, Ehrlich, Gary
- RE: Braced Wall vs Shear Wall, IRV FRUCHTMAN
- Mechanical Room Explosion Resistant Construction, seaint04
- RE: steel - vibration analysis, Josh Plummer
- Re: Mechanical Room Explosion Resistant Construction, Gary L. Hodgson and Assoc.
- Re: steel - vibration analysis, Jordan Truesdell, PE
- RE: Mechanical Room Explosion Resistant Construction, Stuart, Matthew
- RE: Braced Wall vs Shear Wall, TBerair
- Structural Can of Worms, Dennis Wish
- Re: Structural Can of Worms, Jordan Truesdell, PE
- Rooftop Seismic Anchorage, Gerard Madden, SE
- RE: Mechanical Room Explosion Resistant Construction, Rich Lewis
- RE: Rooftop Seismic Anchorage, David Topete
- Re: Rooftop Seismic Anchorage, Gerard Madden, SE
- RE: steel - vibration analysis, Josh Plummer
- Re: steel - vibration analysis, Jordan Truesdell, PE
- Lack of Acceptable Cyclic Racking Shear Testing Protocol >> Major problems for Structural Innovation, Jim Chatterley PE
- Wind Load - Gas Station Overhead, MICHAEL LeCOMTE
- RE: steel - vibration analysis, Josh Plummer
- RE: Wind Load - Gas Station Overhead, Garner, Robert
- CA SE Exam, Jake Watson
- RE: Rooftop Seismic Anchorage, David Topete
- SEAINT blog, Casey K. Hemmatyar
- Re: Rooftop Seismic Anchorage, Gerard Madden, SE
- Re: Structural Can of Worms, David Merrick
- turn of the nut, raincat1
- Re: turn of the nut, Robert Kazanjy
- Re: turn of the nut, Robert Kazanjy
- Sole plate nailing, ECVAl3
- RE: Sole plate nailing, Mark E. Deardorff
- RE: Sole plate nailing, Donald Bruckman
- Re: Sole plate nailing, ECVAl3
- Re: Sole plate nailing -- SDS screws, shiny?, Rhkratzse
- RE: Sole plate nailing, Bill Allen
- RE: turn of the nut, Bill Allen
- RE: Sole plate nailing, Josh Comfort
- RE: Sole plate nailing, Donald Bruckman
- Re: Sole plate nailing, Daryl Richardson
- RE: turn of the nut, Michel Blangy
- Re: Sole plate nailing, Gerard Madden, SE
- Re: turn of the nut, Robert Kazanjy
- Re: turn of the nut, Christopher Wright
- RE: Sole plate nailing, Bill Allen
- RISA Results, Thor Tandy
- RE: RISA Results, Mark E. Deardorff
- Re: Sole plate nailing, Jordan Truesdell, PE
- Re: Sole plate nailing, Scott Maxwell
- RE: RISA Results, Thor Tandy
- Cracking Moment, Anantha Narayan C.K.
- RE: Cracking Moment, Mark E. Deardorff
- Re: Cracking Moment, Rhkratzse
- Cracking Moment, Michel Blangy
- Wind Load - Gas Station Overhead, Jim Lutz
- Re: Cracking Moment, Anantha Narayan C.K.
- Question regarding Cracking Moment, Anantha Narayan C.K.
- Re: Cracking Moment, Scott Maxwell
- RE: Cracking Moment, Michel Blangy
- Re: Sole plate nailing, Bill Cain
- RE: Cracking Moment, Scott Maxwell
- RE: Cracking Moment, Garner, Robert
- 42 was Re: Cracking Moment, Drew Morris
- Re: Sole plate nailing, Scott Maxwell
- Re: 42 was Re: Cracking Moment, Scott Maxwell
- Steel Properties for SAE 1045 at Higher Temperatures, Brian S Bossley
- Floating Slab for Residence, Gary L. Hodgson and Assoc.
- RE: Floating Slab for Residence, Stuart, Matthew
- RE: Question regarding Cracking Moment, William.Sherman
- RE: Floating Slab for Residence, Martin Li
- RE: Question regarding Cracking Moment, Scott Maxwell
- RE: Floating Slab for Residence, Mark Gilligan
- RE: Floating Slab for Residence, Wesley Werner
- LL on roof with solar panels., garyg
- RE: LL on roof with solar panels., Mark E. Deardorff
- Re: Steel Properties for SAE 1045 at Higher Temperatures, Christopher Wright
- Re: LL on roof with solar panels., Bill Cain
- RE: Dumb Question, Thor Tandy
- Dumb Question, Thor Tandy
- RE: Dumb Question, Mark E. Deardorff
- RE: LL on roof with solar panels., Mark E. Deardorff
- RE: LL on roof with solar panels., William King
- RE: LL on roof with solar panels., garyg
- RE: Dumb Question, Garner, Robert
- Re: LL on roof with solar panels., Daryl Richardson
- Re: Dumb Question, Bill Cain
- Re: LL on roof with solar panels., Jordan Truesdell, PE
- RE: Dumb Question, Thor Tandy
- Re: Dumb Question, Christopher Wright
- RE: Dumb Question, Bill Allen
- Problem with SE Reference, Zabala, Milo
- Stability of block structure?, Bill Allen
- Re: Dumb Question, Christopher Wright
- RE: Steel Properties for SAE 1045 at Higher Temperatures, Harold Sprague
- RE: turn of the nut, Harold Sprague
- RE: LL on roof with solar panels., Larry Hauer
- RE: Dumb Question, Thor Tandy
- Turn of the nut, Pinyon Engineering
- dead end slab control joint, Mark L. Puccio
- Re: dead end slab control joint, Rhkratzse
- Re: Problem with SE Reference, Gerard Madden, SE
- Re: Problem with SE Reference, S. Gordin
- Can an engineer practice with a felony conviction in California?, Dennis Wish
- RE: Can an engineer practice with a felony conviction in California?, David Topete
- Re: ASCE 7-05 Errors, ndz28
- Re: ASCE 7-05 Errors, Scott Maxwell
- RE: dead end slab control joint, William.Sherman
- RE: ASCE 7-05 Errors, William.Sherman
- RE: ASCE 7-05 Errors, William.Sherman
- Re: ASCE 7-05 Errors, Anantha Narayan C.K.
- IM Peer Assistance for Light_Framing and IBC 2006 Upcoming Code Questions., Dennis Wish
- RE: ASCE 7-05 Errors, Bill Allen
- steel -vibration analysis, Tom Murray
- RE: ASCE 7-05 Errors, Mark Johnson
- RE: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Scott Maxwell
- Re: ASCE 7-05 Errors, ndz28
- Re: ASCE 7-05 Errors, Rhkratzse
- RE: ASCE 7-05 Errors, Harold Sprague
- RE: dead end slab control joint, Harold Sprague
- RE: ASCE 7-05 Errors, Mark Gilligan
- Powder Post Beetle Deterioration, jeff . giger
- RE: ASCE 7-05 Errors, Scott Maxwell
- Re: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Stuart, Matthew
- RE: ASCE 7-05 Errors, Mark Gilligan
- Opinions on "Multiframe", Mark Johnson
- RE: Powder Post Beetle Deterioration, gloomis
- Re: Opinions on "Multiframe", Robert Kazanjy
- RE: Opinions on "Multiframe", Marlou Rodriguez
- RE: Opinions on "Multiframe", Truitt Vance
- RE: ASCE 7-05 Errors, Harold Sprague
- RE: ASCE 7-05 Errors, Luz-Renaissance
- RE: Opinions on "Multiframe", Conrad Harrison
- Fwd: ASCE 7-05 Errors, Bill Cain
- RE: ASCE 7-05 Errors, Mark Gilligan
- RE: dead end slab control joint, Donald Bruckman
- Re: dead end slab control joint, Rhkratzse
- Lag bolt removal and reinstallation, Theodore Smith
- Re: Lag bolt removal and reinstallation, Robert Kazanjy
- RE: ASCE 7-05 Errors, Scott Maxwell
- RE: ASCE 7-05 Errors, Scott Maxwell
- Re: Opinions on "Multiframe", Paul Ransom
- Re: Lag bolt removal and reinstallation, Tom . Hunt
- EnerCalc - Retaining Wall Design, Yi Yang
- Structural Aluminum Design Software, Yi Yang
- Re: ASCE 7-05 Errors, Daniel Popp
- Re: Lag bolt removal and reinstallation, Robert Kazanjy
- ENERCALC retainign wall design, HBAP
- Maps of earthquake accelerations, Larry Hauer
- RE: Maps of earthquake accelerations, Robert Jonkman
- RE: Maps of earthquake accelerations, Wesley Werner
- Old Beam, Mauricio Castro
- RE: Old Beam, David Topete
- RE: Old Beam, Cummings, Thomas J.
- light gage zee shapes, Drew Morris
- Re: Old Beam, ECVAl3
- Re: light gage zee shapes, ECVAl3
- RE: steel -vibration analysis, Josh Plummer
- RE: light gage zee shapes, Harold Sprague
- Re: light gage zee shapes, Robert Kazanjy
- RE: EnerCalc - Retaining Wall Design, Adam Vakiener
- RE: EnerCalc - Retaining Wall Design, Yi Yang
- Re: light gage zee shapes, Padmanabhan Rajendran
- wood design software vs. other design software, Tom Skaggs
- Fw: [ETABS,SAFE,SAP] Property modifier of concrete sections in frequency calculations and p-delta effect, hossein mardanlo
- Re: light gage zee shapes, Harold Sprague
- 2001 CBC Chapter A, Christopher Banbury
- electronic signature, Truitt Vance
- RE: electronic signature, Mark E. Deardorff
- RE: 2001 CBC Chapter A, David Topete
- RE: 2001 CBC Chapter A, Mark E. Deardorff
- RE: 2001 CBC Chapter A, Christopher Banbury
- RE: 2001 CBC Chapter A, David Topete
- RE: 2001 CBC Chapter A, Mark E. Deardorff
- ICC / ICBO Reports, Charles R. Ashley Jr.
- RE: electronic signature, Truitt Vance
- RE: ICC / ICBO Reports, Mark E. Deardorff
- Re: electronic signature, Bill Cain
- RE: electronic signature, Mark E. Deardorff
- Re: 2001 CBC Chapter A, Bill Cain
- RE: electronic signature, Truitt Vance
- RE: electronic signature, Marlou Rodriguez
- RE: electronic signature, bart
- Aluminum Lag Bolts, Gerard Madden, SE
- RE: Aluminum Lag Bolts, Christopher Banbury
- Re: Aluminum Lag Bolts, Robert Kazanjy
- Re: ICC / ICBO Reports, Scott Maxwell
- Re: Aluminum Lag Bolts, Gerard Madden, SE
- Re: Aluminum Lag Bolts, Alexander (Sasha) Itsekson
- Various Job Vacancy, Luz-Renaissance
- Re: YouTube-Gate, Rbengrguy
- PR Newswire news release: Busted! A Video Captures What Working America, rbengrguy
- RE: Aluminum Lag Bolts, Michel Blangy
- New Yorker Article, Jim Lutz
- RE: Aluminum Lag Bolts, Alexander (Sasha) Itsekson
- Re: Aluminum Lag Bolts, Gerard Madden, SE
- RE: Aluminum Lag Bolts, David Fisher
- RE: Aluminum Lag Bolts, Scott, William N
- [RE]Various Job Vacancy, Jun Navaro
- Re: [RE]Various Job Vacancy, Henry Fairbairn
- Re: [RE]Various Job Vacancy (especially Henry and Jun), Rhkratzse
- RE: New Yorker Article, Larry Hauer
- RE: Aluminum Lag Bolts, TBerair
- RE: ASCE 7-05 Errors, Bill Allen
- RE: ASCE 7-05 Errors, Ben Yousefi
- RE: ASCE 7-05 Errors, Tom . Hunt
- RE: ASCE 7-05 Errors, Trib K Mittra
- RE: Aluminum Lag Bolts, Trib K Mittra
- RE: ASCE 7-05 Errors, TBerair
- RE: ASCE 7-05 Errors, AWC Info
- RE: ASCE 7-05 Errors, David Merrick
- RE: ASCE 7-05 Errors, Bill Allen
- RE: ASCE 7-05 Errors, Scott Maxwell
- Architectural Fees for Residential projects, Dennis Wish
- RE: Architectural Fees for Residential projects, Donald Bruckman
- Re: Architectural Fees for Residential projects, Jordan Truesdell, PE
- RE: Architectural Fees for Residential projects, Donald Bruckman
- RE: Architectural Fees for Residential projects, Michel Blangy
- ARCHIT FEES, ASC
- Re: ARCHIT FEES, Jordan Truesdell, PE
- RE: ARCHIT FEES, Garner, Robert
- RE: ARCHIT FEES, Donald Bruckman
- Re: ARCHIT FEES, Jordan Truesdell, PE
- Re: ARCHIT FEES, Joseph R. Grill
- Re: ARCHIT FEES, ECVAl3
- REVIT, Donald Bruckman
- RE: ARCHIT FEES, Michel Blangy
- Re: ARCHIT FEES, Rhkratzse
- RE: ARCHIT FEES, Donald Bruckman
- Re: REVIT or (ArchiCad), Joseph Harouni
- RE: REVIT, Barry Welliver
- RE: REVIT, Bill Allen
- RE: REVIT or (ArchiCad), Thor Tandy
- RE: REVIT or (ArchiCad), Barry Welliver
- Re: REVIT, Jordan Truesdell, PE
- 2006 IBC Seismic Map CD, S. Gordin
- RE: 2006 IBC Seismic Map CD, Deardorff, Mark
- RE: 2006 IBC Seismic Map CD, Josh Comfort
- RE: REVIT or (ArchiCad), bart
- RE: 2006 IBC Seismic Map CD, Casey K. Hemmatyar
- RE: 2006 IBC Seismic Map CD, John Atilano
- RE: 2006 IBC Seismic Map CD (USGS Web site), Casey K. Hemmatyar
- RE: REVIT, Barry Welliver
- Re: 2006 IBC Seismic Map CD, S. Gordin
- Re: ARCHIT FEES, Gerard Madden, SE
- Re: REVIT, Jordan Truesdell, PE
- RE: REVIT, Donald Bruckman
- RE: REVIT, Bill Allen
- Re: REVIT, Jordan Truesdell, PE
- Re: REVIT, Scott Maxwell
- Re: REVIT, Bill Cain
- RE: REVIT, Christopher Banbury
- RE: REVIT, Rich Lewis
- RE: ARCHIT FEES, Dennis Wish
- RE: ARCHIT FEES, Dennis Wish
- RE: REVIT, Dennis Wish
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