SEAINT Mail Archive 2001 (Apr-Jun)
Civil and Structural Engineering discussions by date
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Messages: 3775
- RE: 28 New Mathcad Template Uploads, Scott, William N.
- RE: 28 New Mathcad Template Uploads, Structuralist
- RE: FW PE Vs.txt, Structuralist
- Re: Snow Depth, Randy Vogelgesang
- Welding on bolts, Boh Jaw Woei
- Re: Snow Depth, William Nelson
- Re: Welding on bolts, Steven A.
- RE: Welding on bolts, Boh Jaw Woei
- Service-Life of Concrete Structure, 김양수
- RE: Welding on bolts, Sprague, Harold O.
- Re: Firewalls, Laura Watson
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Charles Espenlaub
- Re: Welding on bolts, Ausgang
- Re: Break Away Connectors, Jim Kestner
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
- effective length factor for sway moment, Roger Turk
- RE: Welding on bolts, Sprague, Harold O.
- Wood Shear Walls, Jason Kilgore
- Re: Wood Shear Walls, vicpeng
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Charles Espenlaub
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Effland, Greg
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Mark Gilligan
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Yousefi, Ben
- Re: RE: Welding on bolts, H Boge
- Re: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Scott A. Dunham, PE
- RE: Wood Shear Walls, Bill Polhemus
- RE: 28 New Mathcad Template Uploads, Bill Allen, S.E.
- RE: FW PE Vs.txt, Armijo, John J (PWCSD 184)
- RE: Lifting Devices, Bill Polhemus
- RE: seaint Digest for 29 Mar 2001, Matt Jordan
- Re: Wood Shear Walls, Forrest Braun
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
- Lifting Devices, H Boge
- RE: Lifting Devices, Rogers, Robert
- RE: RE: Welding on bolts, Sprague, Harold O.
- Re: RE: Welding on bolts, David P. Evangelista, PE
- Re: seaint Digest for 29 Mar 2001, Paul Feather
- RE: Lifting Devices, Eric Green
- ASTM Specification Question, Jonathan Mallard
- Re: Wood Shear Walls, David B Merrick
- RE: Lifting Devices, Padmanabhan Rajendran
- Re: ASTM Specification Question, Padmanabhan Rajendran
- Re: ASTM Specification Question, Drew A. Norman, SE
- ACI 350 code for public review, Sherman, William
- RE: ASTM Specification Question, Adair, Joel
- Aluminum stair stringers?, Dan Goodrich
- Snow Depth, Stanley_P_Johnson
- RE: ASTM Specification Question, Sprague, Harold O.
- RE: Lifting Devices, Walter Sawruk
- Parking deck, Brad Smith
- RE: FW PE Vs.txt, Structuralist
- RE: effective length factor for sway moment frames? K for frame s wit h partially restrained connections?, Haan, Scott M.
- Re: Parking deck, Neil Moore
- RE: Wood Shear Walls, Haan, Scott M.
- Re: Parking deck, Jason Kilgore
- Re: Parking deck, Conrad Guymon
- Re: Parking deck, Laura Watson
- IBC Code Change Moratorium in 2003, Roger Turk
- Re: Parking deck, Mark Ketchum
- RE: Lifting Devices, Rogers, Robert
- Re: seaint Digest for 29 Mar 2001, Conrad Guymon
- Re: Lifting Devices, David Finley
- RE: Wood Shear Walls, Paul Crocker
- Re: Wood Shear Walls, Neil Moore
- RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Haan, Scott M.
- RE: IBC Code Change Moratorium in 2003, Yousefi, Ben
- RE: Wood Shear Walls, Structuralist
- Re: Wood Shear Walls, David B Merrick
- RE: Wood Shear Walls, Haan, Scott M.
- Re: Parking deck, Brad Smith
- Welding on pressure vessels, Patrick Rodgers
- RE: Lifting Devices, HAWNENG
- Re: Seismic-Eruptions, vicpeng
- RE: IBC Code Change Moratorium in 2003, Roger Turk
- Re: Lifting Devices, Fountain Conner
- Re: Welding on bolts, Fountain Conner
- Re: Lifting Devices, Min Young Park
- Service-Life of Concrete Structure, ???
- RE: FW PE Vs.txt, Structuralist
- RE: Seismic-Eruptions, Structuralist
- Re: Welding on pressure vessels, r nester
- Re: Lifting Devices, Fountain Conner
- StaadPro Editing Question, RainCat1
- stairs to attic, Noahimport
- pressure vessels, G. Bunkers
- Re: Service-Life of Concrete Structure, Nels Roselund, SE
- Re: Lifting Devices, h . d . richardson
- Re: Welding on pressure vessels, Rick . Drake
- Re: StaadPro Editing Question, Brad Smith
- SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
- Re: Seismic-Eruptions, vicpeng
- RE: stairs to attic, Byainc
- iCivilEngineer - highly recommended new website for Civil-Structural Engineers, Structuralist
- [no subject], Structuralist
- Steel Col.-Beam Strength Ratio, Joseph R. Grill, PE
- FEMA-353, Joseph R. Grill, PE
- RE: FEMA-353, raul labbe
- RE: Parking deck, dennis pantazis
- e-mail, McHugh Consulting
- Other adress, camil canura
- disappointed engineer, Tomás Matta
- Re: disappointed engineer, vicpeng
- Re: disappointed engineer, Mauricio Lopez
- Re: disappointed engineer, R.P. Mehrotra/engg
- Re: disappointed engineer, GU Jinqiang
- Re: disappointed engineer, Monty Hart
- RE: disappointed engineer, Mete BAYKIR
- RE: disappointed engineer, Structuralist
- RE: disappointed engineer, Ramesh_kakaraparthi
- RE: disappointed engineer, Mete BAYKIR
- Re: effective length factor for sway moment frames? K for frames with partially restrained connections?, Mehdi M. Khabbazan
- RE: disappointed engineer, Bill Polhemus
- RE: disappointed engineer, Dinmore, Gary
- bridge questions, Mete BAYKIR
- RE: bridge questions, Dinmore, Gary
- RE: Aluminum stair stringers?, Sprague, Harold O.
- Re: disappointed engineer, Syed A Masroor
- RE: Wood Shear Walls, Todd Hill
- RE: Welding on bolts, Sprague, Harold O.
- Job openings in Santa Barbara CA., Lynn H
- Old Building Codes, Jason Kilgore
- RE: Old Building Codes, Bill Polhemus
- RE: disappointed engineer, Bill Polhemus
- RE: effective length factor for sway moment frames? K for frames with partially restrained connections?, Effland, Greg
- RE: disappointed engineer, Bill Polhemus
- RE: effective length factor for sway moment frames? K for frames, Martin W. Johnson
- RE: effective length factor for sway moment frames? K for frames, Martin W. Johnson
- RE: effective length factor for sway moment frames? K for frames with partially restrained connections?, Waterman Drinkwater
- Engineering from Home - Protecting Personal Assets, Structeng1
- Re: Engineering from Home - Protecting Personal Assets, Paul Feather
- Re: disappointed engineer, Dan Goodrich
- RE: disappointed engineer, Haan, Scott M.
- Re: Engineering from Home - Protecting Personal Assets, Fountain Conner
- Engineering from Home - Protecting Perso, Roger Turk
- RE: Engineering from Home - Protecting Perso, Bill Polhemus
- Re: disappointed engineer, Alden Manipula
- RE: Engineering from Home - Protecting Personal Assets, Bill Polhemus
- Re: Engineering from Home - Protecting Perso, Fountain Conner
- RE: disappointed engineer, Paul Crocker
- Re: Engineering from Home - Protecting Personal Assets, John P. Riley
- Re: Engineering from Home - Protecting Personal Assets, Jason Kilgore
- RE: Engineering from Home - Protecting Personal Assets, Structuralist
- RE: Old Building Codes, David Fisher
- Re: disappointed engineer, Gudrun Olafsdottir
- Base Plate anchors after the fact, Joseph R. Grill, PE
- RE: Old Building Codes, Structuralist
- RE: Engineering from Home - Protecting Perso, George Richards, P.E.
- RE: Old Building Codes, Bill Polhemus
- RE: Old Building Codes, George Richards, P.E.
- RE: Welding on bolts, Boh Jaw Woei
- Re: Old Building Codes, Nels Roselund, SE
- Re: Old Building Codes, roark consultants
- RE: Old Building Codes, Structuralist
- RE: Engineering from Home - Protecting Perso, Structuralist
- Re: Old Building Codes, chuckuc
- RE: Old Building Codes, Mark E. Deardorff
- Re: Old Building Codes, r nester
- Re: Welding on bolts, Steven A.
- RE: Welding on bolts, Boh Jaw Woei
- RE: Old Building Codes, Bill Polhemus
- Re: Engineering from Home - Protecting Perso, Fountain Conner
- RE: To Bill Polhemus -- Re: disappointed engineer, David Fisher
- effective length factor for sway moment, Peter Higgins
- RE: Old Building Codes, Yousefi, Ben
- RE: Old Building Codes, Glen . Pappas
- Re: Engineering from Home - Protecting Perso, Structeng1
- RE: Base Plate anchors after the fact, Silva John (sj)
- RE: effective length factor for sway moment, John Woollen
- RE: Old Building Codes, Bill Polhemus
- Re: Old Building Codes, Ausgang
- RE: Old Building Codes, David Fisher
- Aase ruling, chuckuc
- Re: Engineering from Home - Protecting Perso, h . d . richardson
- REQUEST: Does Anyone Have A CSI Format DOT File For MS-Word?, Bill Polhemus
- RE: Engineering from Home - Protecting Perso, Robert Shaffer
- Crane Column, Argue and Associates
- RE: Aase ruling, sharonb
- RENAMED: World Famous Guitarists, Structuralist
- RE: To Bill Polhemus -- Re: disappointed engineer, Structuralist
- RE: Old Building Codes, Structuralist
- RE: Old Building Codes, Structuralist
- Roof Equipment, Larry Hauer
- RE: Engineering from Home - Protecting Perso, Structuralist
- RE: Old Building Codes, Scott C. Bernard
- Re: Aase ruling, chuckuc
- RE: Old Building Codes, Structuralist
- RE: Old Building Codes, Mark E. Deardorff
- RE: Old Building Codes and Great Guitarists, HAWNENG
- RE: Old Building Codes, Structuralist
- RE: Aase ruling, Structuralist
- RE: Old Building Codes and Great Guitarists, David Fisher
- Re: Engineering from Home - Protecting Perso, John Schenne
- Re: Aase ruling, Steven A.
- RE: Roof Equipment, Nicholas Blackburn
- Re: Welding on bolts, Steven A.
- RE: Aase ruling, sharonb
- Re: Roof Equipment, Rick . Drake
- Re: Aase ruling, Jason Kilgore
- Re: RENAMED: World Famous Guitarists, Jonathan Mallard
- RE: Old Building Codes and Great Guitarists, Haan, Scott M.
- Re: Aase ruling, chuckuc
- Reminder - This Friday Chat session, Shafat Qazi
- RE: Aase ruling, Structuralist
- RE: Old Building Codes and Great Guitarists, Bill Polhemus
- RE: RENAMED: World Famous Guitarists, Structuralist
- Re: Old Building Codes, Russell Berkowitz
- RE: Crane Column, Effland, Greg
- ASCE 7-95, CDaniels
- RE: Old Building Codes and Great Guitarists, Haan, Scott M.
- RE: Old Building Codes, Structuralist
- RE: Reminder - This Friday Chat session, Bill Polhemus
- Re: Aase ruling, chuckuc
- RE: Aase ruling, Structuralist
- RE: Aase ruling, Structuralist
- RE: Reminder - This Friday Chat session, raul labbe
- rings for steel pipes, raul marino puebla mosquera
- RE: Aase ruling, Neil Moore
- Re: Aase ruling, Steven A.
- Re: Old Building Codes and Great Guitarists, Nels Roselund, SE
- RE: Aase ruling, Roger Turk
- remove, Churchill Lagrimas
- Re: Old Building Codes, r nester
- Re: RENAMED: World Famous Guitarists, roark consultants
- Re: Old Building Codes and Great Guitarists, Sheldon P.
- Foundation on Expansive Clay, Fountain Conner
- Purpose?, Jamie Heupel
- RE: Purpose?, Scott C. Bernard
- Re: rings for steel pipes, Peter James
- Re: Foundation on Expansive Clay, Chris Lillback
- Concrete topping, richard lewis
- RE: Pounds, Sherman, William
- pre-engineered plan, D.A.
- Re: Engineering from Home - Protecting Perso, Jason Kilgore
- Foundation on Expansive Clay, Roger Turk
- RE: Purpose?, Mark Gilligan
- RE: Slug v. lb-mass, Roger Turk
- RE: Purpose?, Scott C. Bernard
- ASCE 7-95, Roger Turk
- RE: pre-engineered plan, Mark Pemberton
- Re: Foundation Jacks, John P. Riley
- Re: Foundation on Expansive Clay, John P. Riley
- Radiant heat systems, JCohen
- RE: ASCE 7-95, CDaniels
- Foundation Jacks, richard lewis
- RE: Foundation Jacks, Roger Davis
- Re: Foundation Jacks, Fountain Conner
- RE: Foundation Jacks, Eric Green
- Question to Mr. Roger Tuck, JOSÉ EDWARD CRISTIANI
- RE: Concrete topping, Bill Polhemus
- RE: Old Building Codes & Old Structural Musicians, Bill Polhemus
- RE: Foundation on Expansive Clay, Bill Polhemus
- RE: Old Building Codes and Great Guitarists, Bill Polhemus
- 9'x5' RCB cost estimate, Henrik Nazarian
- RE: pre-engineered plan, Bill Polhemus
- RE: Foundation Jacks, Pat Symons
- Re: Foundation Jacks, richard lewis
- Re: Foundation on Expansive Clay, Fountain Conner
- Re: Question to Mr. Roger Tuck, Scott Maxwell
- Purposeless (was Purpose?), Bill Polhemus
- Re: ASCE 7-95, Mark Redlinger
- Question to Mr. Roger Tuck, Roger Turk
- Re: Aase ruling, Dan Goodrich
- Re: pre-engineered plan, Conrad Guymon
- RE: Radiant heat systems, Robert Shaffer
- RE: Foundation on Expansive Clay, Bill Polhemus
- RE: Aase ruling, Bill Polhemus
- RE: Aase ruling, Haan, Scott M.
- Re: Foundation on Expansive Clay, Greg Smith
- RE: Aase ruling, sharonb
- RE: 9'x5' RCB cost estimate, Fredericks, Douglas/SAC
- IBC2000 size of a 16d nail, David B Merrick
- Career Opportunity in Oakland, CA, Sunil Gupta
- Re: Aase ruling, Scott Maxwell
- RE: Foundation Jacks, Brian K. Smith
- Re: IBC2000 size of a 16d nail, John Rose
- RE: Aase ruling, Samir Ghosn
- Re: Aase ruling, David B Merrick
- Re: effective length factor for sway moment frames? K for frames with partially restrained connections?, Mehdi M. Khabbazan
- Re: Foundation on Expansive Clay, H Boge
- Re: Foundation Jacks, Fountain Conner
- RE: Purpose?, Bill Polhemus
- Re: Aase ruling, Jason Kilgore
- RE: Foundation on Expansive Clay, Bill Polhemus
- RE: 9'x5' RCB cost estimate, Pat Symons
- allowable hole in wide flanged beam, Pat Clark
- RE: IBC2000 size of a 16d nail, Haan, Scott M.
- RE: allowable hole in wide flanged beam, Effland, Greg
- pre-engineered plan, Roger Turk
- Re: allowable hole in wide flanged beam, Jason Kilgore
- Re: allowable hole in wide flanged beam, Jason Kilgore
- RE: Aase ruling, Structuralist
- RE: Aase ruling, Structuralist
- Re: Building Standards, Aase ruling, Paul Feather
- RE: Old Building Codes and Great Guitarists, Structuralist
- RE: Foundation on Expansive Clay, Bill Polhemus
- RE: pre-engineered plan, Bill Polhemus
- RE: IBC2000 size of a 16d nail, Scott Kent
- QUERY: Specification Referencing Outdated ASTM Standards, Bill Polhemus
- Re: Old Building Codes and Great Guitarists, Ken Reed
- Re: pre-engineered plan, Paul Feather
- RE: pre-engineered plan, Haan, Scott M.
- Re: Foundation on Expansive Clay, Chris Lillback
- Housing the Homeless (was: Aase ruling), Bill Polhemus
- RE: Old Building Codes and Great Guitarists, HAWNENG
- e-mail, McHugh Consulting
- Re: Concrete topping, richard lewis
- Re: Foundation on Expansive Clay, Fountain Conner
- Structuralist.Net Information misplaced, Structuralist
- RE: Slug v. lb-mass, Mike Valley
- RE: Foundation on Expansive Clay, Eric Green
- RE: Engineering from Home - Protecting Perso, Bill Polhemus
- Re: Foundation on Expansive Clay, Fountain Conner
- Re: Foundation on Expansive Clay, James Lane, P.E.
- RE: Radiant heat systems, Armijo, John J (PWCSD 184)
- Are we protected?,at home engineer thread, Peieng5590
- RE: Aas ruling, Roger Turk
- QUERY: Specification Referencing Outdate, Roger Turk
- Re: Foundation on Expansive Clay, Fountain Conner
- Re: Foundation on Expansive Clay, James Lane, P.E.
- Re: Foundation on Expansive Clay, Nacionales Alex
- Re: Purpose?, KG . Srivalsan
- Re: Slug v. lb-mass, Bob Kazanjy
- RE: pre-engineered plan, Structuralist
- Re: Foundation on Expansive Clay, Roger Turk
- Re: Old Building Codes & Old Structural Musicians, r nester
- RE: Aas ruling, Structuralist
- RE: Housing the Homeless (was: Aase ruling), Structuralist
- Re: Foundation on Expansive Clay, David Finley
- To David Finley, Re: Foundation on Expansive Clay, Fountain Conner
- RE: To David Finley, Re: Foundation on Expansive Clay, Bill Polhemus
- RE: Foundation Jacks, Eric Green
- Re: Are we protected?,at home engineer thread, John P. Riley
- Log buildings, Lateral design criteria, Paul_Reilly
- Re: Are we protected?,at home engineer thread, Fountain Conner
- RE: Are we protected?,at home engineer thread, Bill Polhemus
- RE: Building Standards, Aase ruling, sharonb
- Re: Engineering from Home - Protecting Perso, edjonson
- Re: Are we protected?,at home engineer thread, Fountain Conner
- RE: Building Standards, Aase ruling, Haan, Scott M.
- Re: IBC2000 size of a 16d nail, Nels Roselund, SE
- RE: Aase ruling, Structuralist
- QUERY: SSPC Definitions, Bill Polhemus
- Re: e-mail, Nels Roselund, SE
- RE: Foundation on Expansive Clay, Cain, William
- E and O Professional Liability Insurance, TahirQ
- Re: Building Standards, Aase ruling, Paul Feather
- RE: QUERY: SSPC Definitions, Pat Symons
- RE: QUERY: SSPC Definitions, Heath Mitchell
- Structural Engineering Opportunities in Dallas, Caldwell, Stan
- Re: E and O Professional Liability Insurance, Paul Feather
- RE: QUERY: SSPC Definitions, Scott Maxwell
- Returned Mail Puzzle, Padmanabhan Rajendran
- RE: QUERY: SSPC Definitions, Bill Polhemus
- RE: QUERY: SSPC Definitions, Bill Polhemus
- RE: allowable hole in wide flanged beam, Jones, Mark A
- Re: Foundation on Expansive Clay, Padmanabhan Rajendran
- RE: QUERY: SSPC Definitions, Padmanabhan Rajendran
- Re: Building Standards, Aase ruling, Paul Feather
- RE: Returned Mail Puzzle, Bill Polhemus
- RE: Returned Mail Puzzle, Cain, William
- RE: Old Building Codes and Great Guitarists, Structuralist
- Re: IBC2000 size of a 16d nail, David B Merrick
- RE: allowable hole in wide flanged beam, Scott Maxwell
- Foundation on Expansive Clay -- Recap, Fountain Conner
- RE: Aase ruling, Structuralist
- IBC special seismic load combinations for steel design, Haan, Scott M.
- [Delete please] test only, Dan Zach
- Re: Aase ruling, chuckuc
- happy engineer, Tomás Matta
- [no subject], Tomás Matta
- Re: IBC special seismic load combinations for steel design, Scott Maxwell
- RE: IBC special seismic load combinations for steel design, Haan, Scott M.
- RE: IBC special seismic load combinations for steel design, Haan, Scott M.
- RE: Welding on bolts-THanks, Boh Jaw Woei
- Re: happy engineer, Rick Burch
- RE: IBC special seismic load combinations for steel design, Scott Maxwell
- Seated Beam Connections, James Hannah
- Re: Structural Engineering Opportunities in Dallas, Keith Fix
- RE: happy engineer, Structuralist
- Seated Beam Connections, John P. Riley
- Re: happy engineer, John P. Riley
- RE: happy engineer, Structuralist
- Re: Question to Mr. Roger Tuck, JOSÉ EDWARD CRISTIANI
- Re: happy engineer, Eric Chau
- RE: happy engineer, Bill Polhemus
- RE: happy engineer, Bill Polhemus
- RE: happy engineer, Bill Polhemus
- RE:, Bill Polhemus
- P/C Bldg question, W. Gray Hodge
- RE: happy engineer, Bill Polhemus
- RE: happy engineer, Ogunpitan, Emmanuel (EMOG)
- RE: P/C Bldg question, Roger Davis
- Re: Foundation on Expansive Clay -- Recap, Padmanabhan Rajendran
- RE: happy engineer, Hyndman, Keith
- RE: E and O Professional Liability Insurance, Brian K. Smith
- Re: KAK Virus, Roger Turk
- RE: P/C Bldg question, Mark Gilligan
- CMU wall effective length, Mark Pemberton
- Log Buildings, Paul_Reilly
- RE: IBC special seismic load combinations for steel design, Haan, Scott M.
- RE: P/C Bldg question, Roger Turk
- QUERY: Field Quality Assurance for Concrete Coatings, Bill Polhemus
- RE: Reminder - This Friday Chat session, Shafat Qazi
- Chat today at 11:00 AM PST, Shafat Qazi
- special seismic load combinations IBC vs AISC, Hadi Tabatabaee
- Liability Issue, PRMEng
- Document Control, BILL PULYER
- RE: CMU wall effective length, Haan, Scott M.
- RE: Log Buildings, Haan, Scott M.
- Re: Chat today at 11:00 AM PST, Conrad Guymon
- Re: happy engineer, vicpeng
- Re: Foundation on Expansive Clay -- Recap, David Finley
- Re: effective length factor for sway moment, Jim Todd
- Liability Issue, Roger Turk
- Searching the List Archives, Jones, Mark A
- Re: Foundation on Expansive Clay -- Recap, Padmanabhan Rajendran
- Re: QUERY: Field Quality Assurance for Concrete Coatings, Ralph Benson
- RE: effective length factor for sway moment, Haan, Scott M.
- RE: QUERY: Field Quality Assurance for Concrete Coatings, Bill Polhemus
- Exterior Stud Wall Deflection, Steve Hiner
- chat room, Norm Brudigam
- RE: Exterior Stud Wall Deflection, Mark E. Deardorff
- Re: Exterior Stud Wall Deflection, Drew A. Norman, SE
- Cooper 80, Brian K. Smith
- RE: Exterior Stud Wall Deflection, Steve Hiner
- Re: Cooper 80, Jonathan Mallard
- RE: P/C Bldg question, Robert Rollo
- RE: CMU wall effective length, Mark Pemberton
- RE: effective length factor for sway moment, Peter Higgins
- RE: happy engineer, Structuralist
- RE: Cooper 80, Brian K. Smith
- RE: Searching the List Archives, Structuralist
- RE: CMU wall effective length, Brian K. Smith
- RE: effective length factor for sway moment, Haan, Scott M.
- Re: Exterior Stud Wall Deflection, Paul Feather
- Re: QUERY: Field Quality Assurance for Concrete Coatings, Jason Emoto
- Re: KAK Virus, chuckuc
- Re: Foundation on Expansive Clay -- Recap, Fountain Conner
- RE: QUERY: Field Quality Assurance for Concrete Coatings, Bill Polhemus
- RE: CMU wall effective length, Roger Turk
- RE: QUERY: Field Quality Assurance for Concrete Coatings, Jason Emoto
- Re: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Christopher Wright
- RE: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Bill Polhemus
- Off Topic - Microsoft Win98 2nd Ed and Intellimouse Explorer, T. Eric Gillham PE
- RE: Preparation of steel designer/detailing manual-THANKS, Boh Jaw Woei
- Re: Off Topic - Microsoft Win98 2nd Ed and Intellimouse Explorer, Scott Maxwell
- Re: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Chris TSE
- RE: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Bill Polhemus
- Re: AutoVue, Drew Morris
- Re: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Chris TSE
- Q: OSB vs. Plywood, Bill Polhemus
- RE: OSB vs. Plywood, Structuralist
- RE: California PE vs SE requirements, Structuralist
- Interior Domed Ceiling, Canitz, Charles F NAB02
- RE: Rebar Spike, Roger Davis
- RE: Washers for A490 Bolts, Charlie Carter
- RE: Interior Domed Ceiling, Bill Polhemus
- UBC Table 16-O, Penthouse Force Factors, Tim Close
- RE: Washers for A490 Bolts, Christopher Wright
- Re: Interior Domed Ceiling, Neal Root
- Re: Q: OSB vs. Plywood, Chris TSE
- Current AISC Activities, Scott Melnick
- re: Prefab Trusses, Stuart Lewis
- Plyscord, Rodriguez, Marlou
- RE: UBC Table 16-O, Penthouse Force Factors, Haan, Scott M.
- Are we slow these days?, Bill Polhemus
- RE: Are we slow these days?, David Fisher
- RE: Are we slow these days?, Haan, Scott M.
- RE: Are we slow these days?, David Fisher
- RE: California PE Vs SE requirements, Sid Danandeh
- RE: Are we slow these days?, Caldwell, Stan
- Re: UBC Table 16-O, Penthouse Force Factors, Rick . Drake
- RE: Current AISC Activities, Structuralist
- Guitar, Gerard Madden
- Re: Guitar, Christopher Wright
- Hoist Capacity, Chic Gilligan
- RE: Guitar, David Fisher
- RE: Guitar, Gerard Madden
- RE: Guitar, Gerard Madden
- RE: Guitar, David Fisher
- RE: Guitar, Mark E. Deardorff
- RE: Guitar, Gerard Madden
- Re: Hoist Capacity, h . d . richardson
- Re: Are we slow these days?, John Riley
- RE: Guitar, Structuralist
- Plyscord, Roger Turk
- What is the 1076 of Later Edition of the UBC?, Structuralist
- FRAME Analysis SPREADSHEET, TahirQ
- RE: Guitar, Gerard Madden
- Re: What is the 1076 of Later Edition of the UBC?, John P. Riley
- Re: What is the 1076 of Later Edition of the UBC?, Rlfong
- RE: Guitar, Bill Polhemus
- Re: California PE Vs SE requirements, Paul Feather
- RE: Guitar, Structuralist
- RE: Washers for A490 Bolts, Charlie Carter
- RE: California PE Vs SE requirements, Structuralist
- RE: California PE Vs SE requirements, Sid Danandeh
- RE: What is the 1076 of Later Edition of the UBC?, Structuralist
- Re: What is the 1076 of Later Edition of the UBC?, sscholl2
- Re: Hoist Capacity, Christopher Wright
- RE: California PE Vs SE requirements, Structuralist
- Re: Plyscord, John Rose
- Re: What is the 1076 of Later Edition of the UBC?, Peter Higgins
- Structuralist.Net - Today's Construction Hall of Shame - Interior Braced Panels (prescriptive vs. full compliance), Structuralist
- RE: What is the 1076 of Later Edition of the UBC?, Structuralist
- RE: Guitar, Structuralist
- RE: Guitar, Structuralist
- Re: Hoist Capacity, Padmanabhan Rajendran
- RE: FRAME Analysis SPREADSHEET, Francois Rambau
- RE: FRAME Analysis SPREADSHEET, Ron Hill
- Re: Are we slow these days?, JCohen
- Re: What is the 1076 of Later Edition of the UBC?, John P. Riley
- Steel corrosion, Jack Creviston
- Re: Steel corrosion, David Finley
- RE: Steel corrosion, Jack Creviston
- Re: California PE Vs SE requirements, Randy Vogelgesang
- Re: Steel corrosion, John P. Riley
- What is the 1076 of Later Edition of the UBC?, Martin W. Johnson
- RE: Steel corrosion, Balmer James
- Re: California PE Vs SE requirements, Paul Feather
- Re: Steel corrosion, Alden Manipula
- RE: California PE Vs SE requirements, Haan, Scott M.
- Re: California PE Vs SE requirements, Randy Vogelgesang
- RE: Steel corrosion, Sherman, William
- Re: Steel corrosion, h . d . richardson
- Structural Engineer Magazine, RainCat1
- Re: Structural Engineer Magazine, John Sieszycki
- Re: Structural Engineer Magazine, Pat Ebner
- Re: California PE Vs SE requirements, Roger Turk
- RE: Steel corrosion, Bill Polhemus
- SE review course, Samir Ghosn
- RE: Steel corrosion, Bob Hanson
- RE: Steel corrosion, Jack Creviston
- Allowable Fv for AISI C1010 pins, Hyndman, Keith
- To: Bill Polhemus, Re: Steel corrosion, Fountain Conner
- Re: California PE Vs SE requirements, Randy Vogelgesang
- two way slabs, David Fisher
- Re: SE review course, Rick . Drake
- Structural Engineers in the News, Gerard Madden
- Re: SE review course, robert onishi
- SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
- Structural Engineers in the News, Roger Turk
- Re: SE review course, Ed . Haninger
- RE: California PE Vs SE requirements, Structuralist
- RE: What is the 1076 of Later Edition of the UBC?, Structuralist
- RE: Structural Engineer Magazine, Hyndman, Keith
- RE: Structural Engineers in the News, Haan, Scott M.
- Steel corrosion, desi j kiss
- RE: What is the 1076 of Later Edition of the UBC?, Mark E. Deardorff
- RE: SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Joseph R. Grill, PE
- Re: Steel corrosion, Fountain Conner
- RE: Bill Polhemus, Re: Steel corrosion, Bill Polhemus
- Re: RE: Washers for A490 Bolts, Tom Higgins
- Re: Allowable Fv for AISI C1010 pins, Christopher Wright
- lost engineer report, David B Merrick
- RE: lost engineer report, Bill Polhemus
- Adobe acrobat 5.0 STOP!!!, David B Merrick
- RE: Adobe acrobat 5.0 STOP!!!, Structuralist
- Re: SF-reading engineers, Mark Nowmos
- Re: Adobe acrobat 5.0 STOP!!!, JHilzman
- two way slabs?, David Fisher
- RE: two way slabs?, Balmer James
- FEMA / SAC Documents on Web, Sheckler, Tim
- rebar corrosion, Prakash C. Chowdhury
- ductility requirements for rebars, Prakash C. Chowdhury
- Windows based Joist design/Joist vibration programs, Chic Gilligan
- White cement specifications, v . t . eskelsen
- RE: SF-reading engineers, Jones, Mark A
- RE: RE: Washers for A490 Bolts, Heath Mitchell
- Re: SE review course - Summer 2001?, Peter Higgins
- Re: Guitar, GBohm
- Lateral Active Earth Pressure Coefficient, Zachary Goswick
- Re: SE review course - Summer 2001?, Rick . Drake
- RE: ductility requirements for rebars, Fredericks, Douglas/SAC
- RE: SF-reading engineers, Bill Polhemus
- Through Bolts, CDaniels
- RE: Structural Engineers in the News, Peter Higgins
- Re: SF-reading engineers, Paul Feather
- Re: SE review course - Summer 2001?, Ed . Haninger
- RE: SF-reading engineers, Bill Polhemus
- Re: SF-reading engineers, Neil Moore
- Oil-free Compressed Air, Roger Turk
- RE: Guitar, Structuralist
- Concrete slab topping, richard lewis
- RE: Guitar, Bill Polhemus
- Re: Oil-free Compressed Air, Conrad Guymon
- Re: ductility requirements for rebars, Michael Bryson
- Re: ductility requirements for rebars, Drew A. Norman, SE
- RE: Oil-free Compressed Air, Bill Polhemus
- RE: Concrete slab topping, Jones, Mark A
- RE: Oil-free Compressed Air, Roger Turk
- Re: Oil-free Compressed Air, l_pack
- RE: Oil-free Compressed Air, Jack Creviston
- FW: Re:IBC special seismic load combinations for steel design, Haan, Scott M.
- A490 Bolts and Correct Washers, Chris Curven
- Re: ductility requirements for rebars, Scott Maxwell
- RE: SF-reading engineers, Structuralist
- Investigating Welds, Structuralist
- Re: Concrete slab topping, Nels Roselund, SE
- RE: Guitar, Structuralist
- Re: SF-reading engineers, Forrest Braun
- 2000 NEHRP, Gerard Madden
- RE: Guitar, Bill Polhemus
- RE: 2000 NEHRP, Haan, Scott M.
- RE: SF-reading engineers, Bill Polhemus
- Re: Oil-free Compressed Air, DORYWATER
- RE: SF-reading engineers, Jones, Mark A
- RE: Investigating Welds, Bill Polhemus
- RE: 2000 NEHRP, Structuralist
- RE: SF-reading engineers, Structuralist
- Re: Lateral Active Earth Pressure Coefficient, DWILLIAMSSEI
- Re: 2000 NEHRP, Scott Maxwell
- Gaps between plywood sheathing, Michael Bryson
- RE: Investigating Welds, Structuralist
- RE: Investigating Welds, Bob Shaw
- Re: Investigating Welds, Neil Moore
- Re: ductility requirements for rebars, Michael Bryson
- RE: SF-reading engineers, Haan, Scott M.
- RE: Investigating Welds, Bob Shaw
- Re: Investigating Welds, Drew A. Norman, SE
- Re: Investigating Welds, Christopher Wright
- RE: Gaps between plywood sheathing, George Richards, P.E.
- RE: SF-reading engineers, Neil Moore
- RE: Gaps between plywood sheathing, Roger Turk
- Re: Through Bolts, Nels Roselund, SE
- RE: Investigating Welds, Boh Jaw Woei
- RE: Gaps between plywood sheathing, Haan, Scott M.
- RE: Investigating Welds, Omar M. Waqfi
- Windows based Joist design/Joist vibration programs, Chic Gilligan
- Re: Gaps between plywood sheathing, John Rose
- Re: ductility requirements for rebars, Scott Maxwell
- Re: Gaps between plywood sheathing, chuckuc
- Re: 2000 NEHRP, chuckuc
- RE: Investigating Welds, Bill Polhemus
- RE: Investigating Welds, Boh Jaw Woei
- RE: Gaps between plywood sheathing, Neil Moore
- Re: Oil-free Compressed Air, Bruce Caro
- Re: Concrete slab topping, sscholl2
- Bolt Head Pull Through, Laurence B. Oeth
- RE: 2000 NEHRP, Structuralist
- RE: Gaps between plywood sheathing, Structuralist
- RE: SF-reading engineers, Structuralist
- Light Frame Design Forum, Structuralist
- RE: Investigating Welds, Structuralist
- RE: Windows based Joist design/Joist vibration programs, Canitz, Charles F NAB02
- Re: Guitar, roark consultants
- RE: Guitar, Bill Polhemus
- RE: A490 Bolts and Correct Washers, Charlie Carter
- RE: Guitar, MKnight
- Re: Bolt Head Pull Through, JCohen
- Lateral Earth Pressure, E.B.Davison, P.Eng.
- RE: Gaps between plywood sheathing, Neil Moore
- RE: Gaps between plywood sheathing, Haan, Scott M.
- Re: Guitar, chuckuc
- RE: A490 Bolts and Correct Washers, Heath Mitchell
- Always Practice Earthquake Safety, Caldwell, Stan
- Re: NEHRP 2000, Martin W. Johnson
- RE: Guitar, Bill Polhemus
- White Cement, v . t . eskelsen
- Re: Guitar, H Boge
- FWD: In Re: "The ICC and NFPA's Tug Of War", Bill Polhemus
- RE: Guitar, Bill Polhemus
- Re: Bolt Head Pull Through, Christopher Wright
- Re: FWD: In Re: "The ICC and NFPA's Tug Of War", Padmanabhan Rajendran
- Re: White Cement, Padmanabhan Rajendran
- RE: Gaps between plywood sheathing, George Richards, P.E.
- Re: White Cement, h . d . richardson
- RE: Guitar, Bill Polhemus
- Re: White Cement, Nels Roselund, SE
- RE: FWD: In Re: "The ICC and NFPA's Tug Of War", Bill Polhemus
- Portal Cranes, M. A. Mufti
- Re: FWD: In Re: "The ICC and NFPA's Tug Of War", Scott Maxwell
- RE: FWD: In Re: "The ICC and NFPA's Tug Of War", Bill Polhemus
- RE: In Re: "The ICC and NFPA's Tug Of War", David Fisher
- RE: [AEC-Residential] FWD: In Re: "The ICC and NFPA's Tug Of War", Structuralist
- RE: Gaps between plywood sheathing, Robert Shaffer
- RE: Guitar, Structuralist
- Re: FWD: In Re: "The ICC and NFPA's Tug Of War", Fountain Conner
- RE: Guitar, Structuralist
- Plywood Overnailing specifications, Structuralist
- Re: Guitar, ECVAl3
- RE: Plywood Overnailing specifications, George Richards, P.E.
- RE: Bolt Head Pull Through, Jones, Mark A
- RE: Portal Cranes, Francisco Diego
- Re: Adobe acrobat 5.0 STOP!!!, Christopher Wright
- RE: Gaps between plywood sheathing, Structuralist
- DIFFERENT FACTORS, Francisco Diego
- RE: DIFFERENT FACTORS, Haan, Scott M.
- RE: In Re: "The ICC and NFPA's Tug Of War", Scott Maxwell
- Signs of Spring, Bill Polhemus
- RE: FWD: In Re: "The ICC and NFPA's Tug Of War", Haan, Scott M.
- Re: Guitar, Gerard Madden
- RE: Guitar, Bill Polhemus
- Re: Signs of Spring, Neil Moore
- Re: DIFFERENT FACTORS, Rick . Drake
- RE: Signs of Spring, Caldwell, Stan
- RE: "The ICC and NFPA's Tug Of War", Caldwell, Stan
- RE: Signs of Spring, sharonb
- AISC Latest Move, Caldwell, Stan
- FW: SF-reading engineers, T. Eric Gillham PE
- Signs of Spring, Roger Turk
- RE: Signs of Spring, Caldwell, Stan
- RE: Signs of Spring, Bill Polhemus
- RE: AISC Latest Move, Bill Polhemus
- Re: SF-reading engineers, Paul Feather
- Re: Signs of Spring, Paul Feather
- RE: Signs of Spring, Bill Polhemus
- RE: Signs of Spring, Bill Polhemus
- S.E Review course, Samir Ghosn
- RE: S.E Review course, Bill Polhemus
- Re: AISC Latest Move, Fountain Conner
- Re: Signs of Spring, vicpeng
- RE: AISC Latest Move, Bill Polhemus
- RE: In Re: "The ICC and NFPA's Tug Of War", Bill Polhemus
- RE: Signs of Spring, Bill Polhemus
- Re: AISC Latest Move, c2
- Re: White Cement, Nels Roselund, SE
- Re: Signs of Spring, vicpeng
- Re: Guitar, Mark Nowmos
- RE: Signs of Spring, Bill Polhemus
- RE: Guitar, Bill Polhemus
- Re: Gaps between plywood sheathing, John Rose
- AISC Latest Move, Mark Gilligan
- RE: Signs of Spring, Structuralist
- RE: AISC Latest Move, Structuralist
- RE: Guitar, Structuralist
- RE: Signs of Spring, Structuralist
- RE: Guitar, Structuralist
- Re: Signs of Spring, Davis Parsons
- RE: AISC Latest Move, Charlie Carter
- AISC, Charlie Carter
- Re: Signs of Spring, MSSROLLO
- Steel Buildings under Earthquake Loading, Yank2002
- Re: Bolt Head Pull Through, Laurence B. Oeth
- RE: AISC Latest Move, Caldwell, Stan
- RE: AISC Latest Move, Caldwell, Stan
- Re: Signs of Spring, vicpeng
- RE: Signs of Spring, Caldwell, Stan
- RE: S.E Review course, Nicholas Blackburn
- RE: Guitar, Gerard Madden
- RE: AISC Latest Move, Haan, Scott M.
- RE: Gaps between plywood sheathing, George Richards, P.E.
- Re: Autocad Vs BOQs, Gerard Madden
- Re: AISC, Christopher Wright
- enercalc / fastframe, dadie
- Autocad Vs BOQs, Peeran S
- DSA & EOR's stamp, James Lin
- RE: DSA & EOR's stamp, Daley, John
- RE: AISC, Paul Crocker
- RE: Guitar, Scott C. Bernard
- Question on software packages "cadwork" and "RSTAB 5", Scott C. Bernard
- Re: enercalc / fastframe, Forrest Braun
- Re: DSA & EOR's stamp, John P. Riley
- RE: AISC Latest Move, Bill Polhemus
- RE: S.E Review course, Bill Polhemus
- Re: DSA & EOR's stamp, Shashi Bhakta
- Re: AISC, Paul Feather
- RE: Signs of Spring, Bill Polhemus
- RE: AISC Latest Move, Structuralist
- RE: Question on software packages "cadwork" and "RSTAB 5", Bill Polhemus
- RE: Plywood Over nailing specifications, Structuralist
- RE: Bolt Head Pull Through, Structuralist
- RE: AISC Latest Move, Caldwell, Stan
- Intellectual Property/Intrinsic Value, Bill Polhemus
- RE: Signs of Spring, Bill Polhemus
- Here is CAD, CAM, CAE, 3D programm collection, ironPR21k
- RE: AISC Latest Move, Scott, William N.
- RE: AISC, Haan, Scott M.
- RE: Signs of Spring, Structuralist
- RE: Here is CAD, CAM, CAE, 3D programm collection, Mike Valley
- RE: AISC Latest Move, Jones, Mark A
- AISC Latest Move - Different View Point, Effland, Greg
- RE: Signs of Spring, Paul Crocker
- Re: AISC, Nels Roselund, SE
- RE: Signs of Spring, Caldwell, Stan
- AISC, Davis Parsons
- Re: AISC, Forrest Braun
- RE: Signs of Spring, Jones, Mark A
- Re: AISC, Forrest Braun
- RE: AISC Latest Move, Jones, Mark A
- Re: AISC Latest Move, Steve Privett
- RE: AISC, Paul Crocker
- Re: AISC, Scott Maxwell
- RE: S.E Review course, Nicholas Blackburn
- RE: AISC Latest Move, Scott Maxwell
- RE: AISC, Haan, Scott M.
- Re: AISC, Rick Burch
- Plate Thickness Tolerances, Roger Turk
- Re: DSA & EOR's stamp, Drew A. Norman, SE
- Re: enercalc / fastframe, h . d . richardson
- RE: AISC Latest Move, Bill Polhemus
- Re: AISC, Forrest Braun
- RE: S.E Review course, Bill Polhemus
- Joist Bearing Depth, CanitzCF
- Continuing Education for PE, Overton Green
- Re: Joist Bearing Depth, Forrest Braun
- Re: Joist Bearing Depth, Tom Higgins
- Re: Joist Bearing Depth, Paul Feather
- Re: AISC, Paul Feather
- Re: Joist Bearing Depth, Rick Burch
- Re: Continuing Education for PE, vicpeng
- RE: AISC Latest Move, Structuralist
- NEW POSTING - General Notes and Specifications for Concrete Crack repair, Spalling Repair and Coatings and finishes (Word 2000 format), Structuralist
- Re: Continuing Education for PE, Scott Maxwell
- RE: Continuing Education for PE, Structuralist
- RE: AISC, Structuralist
- RE: AISC Latest Move, Structuralist
- Re: DSA & EOR's stamp, JHilzman
- Renamed: Code and Document cost and copyright - formerly: AISC, Structuralist
- Re: Guitar / Very Old Timber Trusses, Mark Nowmos
- Re: Investigating Welds, M Hariharan/engg
- Cross-posting the AEC-Residential and SEAINT Listservices, Structuralist
- RE: Continuing Education for PE, Bill Polhemus
- Re: Autocad Vs BOQs, Cadraftsman !
- RE: Autocad Vs BOQs, Bill Polhemus
- RE: AISC, Haan, Scott M.
- RE: AISC, Haan, Scott M.
- Whip! and drawing viewing, Neil Moore
- AISC Latest Move - Different View Point, Mark Gilligan
- RE: Plate Thickness Tolerances, Charlie Carter
- RE: AISC II (the facts), Charlie Carter
- RE: AISC, Charlie Carter
- DSA & EOR's stamp, Williston L. Warren, IV - S.E.
- RE: AISC II (the facts), Christopher Wright
- Re: AISC, Forrest Braun
- Re: AISC, Forrest Braun
- RE: AISC, Haan, Scott M.
- NEW POSTING - General Notes and Specific, Roger Turk
- RE: NEW POSTING - General Notes and Specific, Haan, Scott M.
- Re: AISC?????, Byainc
- Re: AISC????, Byainc
- RE: AISC, Scott, William N.
- RE: AISC Latest Move, Scott, William N.
- RE: Plate Thickness Tolerances, Roger Turk
- expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school addition, Haan, Scott M.
- Re: DSA & EOR's stamp, JHilzman
- Re: DSA & EOR's stamp, sscholl2
- RE: AISC Latest Move, Scott Maxwell
- RE: In Re: "The ICC and NFPA's Tug Of War", Peter Higgins
- Outlook question...non-engineering, Scott Maxwell
- Re: White Cement, sscholl2
- To Charlie Carter, Re: AISC, Fountain Conner
- RE: Q: OSB vs. Plywood, James Allen
- RE: AISC II (the facts), Structuralist
- RE: NEW POSTING - General Notes and Specific, Structuralist
- RE: NEW POSTING - General Notes and Specific, Structuralist
- RE: AISC, Structuralist
- RE: Outlook question...non-engineering, Structuralist
- AISC Latest Move - Different View Point, Peter Higgins
- RE: AISC II (the facts), Peter Higgins
- RE: AISC, Peter Higgins
- 1895 Final Exam, Greg Smith
- Re: AISC II (the facts), John P. Riley
- RE: Q: OSB vs. Plywood, Peter Bucy
- RE: AISC II (the facts), Structuralist
- RE: Outlook question...non-engineering, Scott Maxwell
- Re: AISC II (the facts), sscholl2
- RE: AISC Latest Move, Structuralist
- RE: AISC Latest Move - Different View Point, Charlie Carter
- Re: AISC II (the facts), John P. Riley
- Structuralist.Net Design Question Forum, Structuralist
- Re: AISC Latest Move - Different View Point, John P. Riley
- RE: AISC, Matthew Stuart
- Re: To Charlie Carter, Re: AISC, Charlie Carter
- RE: Outlook question...non-engineering, Effland, Greg
- RE: S.E Review course, Nicholas Blackburn
- Re: To Charlie Carter, Re: AISC, Mark Gilligan
- RE: AISC II (the facts), Charlie Carter
- Re: expansion anchors [in tension] to anchor cmu walls to metal deck roof - 75000 SF 2 story school addition, Nels Roselund, SE
- Re: Very Old Timber Trusses, Nels Roselund, SE
- Re: Outlook question...non-engineering, l_pack
- Construction Cost, George M Ghaly
- RE: Construction Cost, Bill Polhemus
- AISC's Board, Charlie Carter
- Re: AISC II (the facts), Charley Hamilton
- RE: AISC II (the facts), Charlie Carter
- Re: AISC II (the facts), Charley Hamilton
- Re: expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school addition, COEngineer
- Re: expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school, Jason Emoto
- RE: AISC II (the facts), John P. Riley
- Re: AISC Latest Move - Different View Point, David B Merrick
- RE: AISC Latest Move - Different View Point, Charles Espenlaub
- RE: AISC, Haan, Scott M.
- RE: NOT ABOUT AISC!!!, Bill Polhemus
- Blast damage, Stanley_P_Johnson
- RE: AISC II (the facts), Bill Polhemus
- RE: NEW POSTING - General Notes and Specific, Haan, Scott M.
- Re: AISC II (the facts), Scott A. Dunham, PE
- AISC Copyright Surprise, Caldwell, Stan
- RE: AISC Latest Move - Different View Point, Bill Polhemus
- RE: NEW POSTING - General Notes and Specific, Haan, Scott M.
- Re: Blast damage, Padmanabhan Rajendran
- Re: AISC II (the facts), John P. Riley
- Re: AISC II (the facts), Scott A. Dunham, PE
- Re: DSA & EOR's stamp, Tom Higgins
- Re: AISC Latest Move - Different View Point, Tom Higgins
- Re: AISC Copyright Surprise, Arun Niyogi
- Re: AISC II (the facts), John P. Riley
- RE: AISC Latest Move - Different View Point, Andrew Mole
- RE: AISC Latest Move - Different View Point, Structuralist
- Earthquake counteracted by friction?, raul labbe
- Re: Earthquake counteracted by friction?, Nacionales Alex
- RE: AISC Latest Move - Different View Point, Structuralist
- Re: Construction Cost, Nels Roselund, SE
- RE: AISC Latest Move - Different View Point, Christopher Wright
- RE: AISC II or the Costs of Doing Business, Structuralist
- Sled Dogs - formerly RE: AISC, Structuralist
- Re: AISC Latest Move - Different View Point, sscholl2
- Re: Very Old Timber Trusses, Mark Nowmos
- Structuralist.Net - New Forum - Design Software - Structural, Structuralist
- Re: seaint Digest for 22 Apr 2001, William Keil
- RE: AISC Latest Move - Different View Point, Bill Polhemus
- RE: AISC Latest Move - Different View Point, Bill Polhemus
- FMCDH, Bill Polhemus
- Shot firing to steel and/or concrete, MKnight
- Re: DSA & EOR's stamp, Chris TSE
- H-1B Visa info, kevin carroll
- RE: AISC, Jones, Mark A
- Re: H-1B Visa info, Charley Hamilton
- RE: Earthquake counteracted by friction?, Mike Valley
- Re: H-1B Visa info, Editor, iCivilEngineer.com
- Design Moment For Semi-Rigid Connections, Hyndman, Keith
- RE: AISC Latest Move - Different View Point, Structuralist
- Re: Design Moment For Semi-Rigid Connections, JOSÉ EDWARD CRISTIANI
- RE: Design Moment For Semi-Rigid Connections - see AISC Seismic P rovisions for OMF, Haan, Scott M.
- RE: Design Moment For Semi-Rigid Connections, Charlie Carter
- RE: Design Moment For Semi-Rigid Connections, Hyndman, Keith
- RE: Whip! and drawing viewing, Jones, Mark A
- AASHTO HS25 Lane Load, David Finley
- Re: AASHTO HS25 Lane Load, Jonathan Mallard
- Re: AASHTO HS25 Lane Load, David Finley
- RE: DSA & EOR's stamp, Sid Danandeh
- Clark Steel / Devco AISIWIN Software Question, Structuralist
- RE: Whip! and drawing viewing, Neil Moore
- RE: Whip! and drawing viewing, Effland, Greg
- RE: Clark Steel / Devco AISIWIN Software Question, George Richards, P.E.
- Re: Clark Steel / Devco AISIWIN Software Question, Paul Feather
- double bolt rows, Mark Pemberton
- SOFTWARE RECOMMENDATION, Juan José Treff De la Mora
- RE: Clark Steel / Devco AISIWIN Software Question, Structuralist
- Ice Hotel structure, Khashayar Hemmatyar
- RE: Ice Hotel structure, Lutz, James
- RE: Earthquake counteracted by friction?, raul labbe
- RE: Earthquake counteracted by friction?, Gerard Madden
- RE: Ice Hotel structure, Bill Polhemus
- Re: Very Old Timber Trusses, Rick Burch
- RE: Earthquake counteracted by friction?, raul labbe
- Re: H-1B Visa info, Shamini Shanmugarajah
- Anchor Bolt Design Aid Tables-Spreadsheets, PRMEng
- Re: Very Old Timber Trusses, Nels Roselund, SE
- Re: Anchor Bolt Design Aid Tables-Spreadsheets, Neil Moore
- Re: Very Old Timber Trusses, Mark Nowmos
- RE: Whip! and drawing viewing, Chris M. Palmateer
- RE: Shot firing to steel and/or concrete, Jones, Mark A
- Re: Anchor Bolt Design Aid Tables-Spreadsheets, Padmanabhan Rajendran
- Re: Shot firing to steel and/or concrete, David Finley
- stone panel veneer support, PFFEI
- RE: Anchor Bolt Design Aid Tables-Spreadsheets, Bill Polhemus
- Steel Designations, Padmanabhan Rajendran
- Re: Shot firing to steel and/or concrete, sscholl2
- RE: Shot firing to steel and/or concrete, Paul Crocker
- Re: Steel Designations, Dusit Roongsang
- IBC 2000-Sup 2001, ECVAl3
- Re: Steel Designations, DWILLIAMSSEI
- Re: Steel Designations, Dusit Roongsang
- Re: IBC 2000-Sup 2001, Gerard Madden
- RE: IBC 2000-Sup 2001, Haan, Scott M.
- RE: Steel Designations, Charles Espenlaub
- RE: IBC 2000-Sup 2001, Mike Valley
- RE: Steel Designations, Frank Griffin
- SEAoT, Bill Polhemus
- RE: SEAoT, David Fisher
- RE: seaint Digest for 22 Apr 2001, Jones, Mark A
- RE: IBC 2000-Sup 2001, Yousefi, Ben
- RE: SEAoT, Caldwell, Stan
- RE: Steel Designations, Dusit Roongsang
- RE: SEAoT, Bill Polhemus
- Re: SEAoT, Davis Parsons
- RE: SEAoT, Bill Polhemus
- RE: SEAoT, Bill Polhemus
- RE: SEAoT, Caldwell, Stan
- Re: IBC 2000-Sup 2001, David B Merrick
- RE: Steel Designations, Padmanabhan Rajendran
- RE: IBC 2000-Sup 2001, Mike Valley
- New Openings in (E) CMU/Concrete Bldg, HariA
- VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Mike Murphy
- Re: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Gerard Madden
- RE: IBC 2000-Sup 2001, Mike Valley
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Bill Polhemus
- Re: New Openings in (E) CMU/Concrete Bldg, Conrad Guymon
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Caldwell, Stan
- Pipe support design, Suresh Acharya
- RE: New Openings in (E) CMU/Concrete Bldg, Sherman, William
- Re: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Conrad Guymon
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Bill Polhemus
- Re: Pipe support design, Padmanabhan Rajendran
- RE: Pipe support design, Bob Hanson
- Re: Pipe support design, Suresh Acharya
- Re: Pipe support design, Suresh Acharya
- RE: Pipe support design, Lutz, James
- Re: Pipe support design, Suresh Acharya
- Re: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, h . d . richardson
- VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Davis Parsons
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Bill Polhemus
- Moment Frames Constructed of Structural Tubing, Nels Roselund, SE
- Re: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Davis Parsons
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, David Fisher
- Pay, was: "Collapse...., George Richards, P.E.
- RE: Pipe support design, Mitchell J. Sklar, MBA, P.E.
- Re: Volunteers - Public Advocacy, Rbengrguy
- Re: Engineering compensation, Rbengrguy
- RE: Moment Frames Constructed of Structural Tubing, Bill Polhemus
- RE: Pay, was: "Collapse...., Bill Polhemus
- RE: Volunteers - Public Advocacy, Bill Polhemus
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Bill Polhemus
- Re: RE: Moment Frames Constructed of Structural Tubing, Tom Higgins
- RE: Pay, was: "Collapse...., George Richards, P.E.
- RE: Pay, was: "Collapse...., Bill Polhemus
- VCR Alert:"Collapse: Failure by Design" on Discovery Channel, John P. Riley
- RE: Design Moment For Semi-Rigid Connections - see AISC Seismic P rovisions for OMF, Peter Higgins
- Re: Pay, was: "Collapse...., John P. Riley
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Structuralist
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Structuralist
- Re: seaint Digest for 25 Apr 2001, Kurt Swarts
- RE: seaint Digest for 25 Apr 2001, Structuralist
- Expansive Soil, Syed A Masroor
- Re: Volunteers - Public Advocacy, John P. Riley
- Re: Moment Frames Constructed of Structural Tubing, M Hariharan/engg
- Shear capacity of screws, CDaniels
- Re: Pipe support design, Padmanabhan Rajendran
- Re: Moment Frames Constructed of Structural Tubing, Rick . Drake
- RE: Shear capacity of screws, Roland Bokma
- FW: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Haan, Scott M.
- RE: Volunteers - Public Advocacy, Haan, Scott M.
- RE: Design Moment For Semi-Rigid Connections - rules to get a per mit, Haan, Scott M.
- RE: Moment Frames Constructed of Structural Tubing, Yousefi, Ben
- Re: moment frames of structural tubing, Martin W. Johnson
- a passing, Williston L. Warren, IV - S.E.
- RE: Expansive Soil, Eric Green
- TALL Bldg Annual Conference Reminder, Shafat Qazi
- RE: Expansive Soil, ARW
- Re: a passing, Christopher Wright
- Exit facilities in wood, Eric Lehmkuhl
- RE: Expansive Soil, Roger Turk
- RE: a passing, Cain, William
- RE: Expansive Soil, Robert Rollo
- Re: Exit facilities in wood, David B Merrick
- Re: Exit facilities in wood, Domenic DeAngelo
- Re: Exit facilities in wood, Neil Moore
- Re: double bolt rows, Jason Emoto
- RE: a passing, Structuralist
- RE: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Structuralist
- Compensation (new thread name), Caldwell, Stan
- RE: Volunteers - Public Advocacy, Structuralist
- DSA & EOR's stamp, James Lin
- RE: Volunteers - Public Advocacy, Caldwell, Stan
- Re: a passing, Padmanabhan Rajendran
- Q: Bridge Inspection And Rating - NOT Public Facility, Bill Polhemus
- Re: Compensation (new thread name), Gerard Madden
- RE: a passing, Bill Polhemus
- RE: Engineering compensation, Caldwell, Stan
- RE: Compensation (new thread name), sharonb
- Concrete tank's vertical reinforcement, Susan Clinter
- IBC 2000-Sup 2001, Allen Adams
- RE: Concrete tank's vertical reinforcement, Lutz, James
- RE: Compensation (new thread name), Gerard Madden
- RE: Concrete tank's vertical reinforcement, Sherman, William
- RE: Compensation (new thread name), Caldwell, Stan
- RE: Compensation (new thread name), Gerard Madden
- RE: Compensation (new thread name), sharonb
- Advocacy (new thread name), Bill Polhemus
- RE: a passing, Christopher Wright
- Re: Exit facilities in wood, h . d . richardson
- RE: Pay, was: "Collapse...., Jones, Mark A
- RE: Concrete tank's vertical reinforcement, Boh Jaw Woei
- Re: Concrete tank's vertical reinforcement, h . d . richardson
- Re: a passing, Rick Burch
- Re:ductility requirements for rebars, Prakash C. Chowdhury
- Advocacy - Voice of the Engineer, Rbengrguy
- Re: seaint Digest for 26 Apr 2001, Kurt Swarts
- Prof. Egor Popov, MKnight
- Re: Bridge Inspection And Rating - NOT Public Facility, David Finley
- Re: double bolt rows, Mark Gilligan
- RE: double bolt rows, Mark Pemberton
- RE: Bridge Inspection And Rating - NOT Public Facility, Bill Polhemus
- bridge inspection, jbartoszek
- RE: double bolt rows, Jason Emoto
- bridge inspection, Roger Turk
- RE: Advocacy - Voice of the Engineer, Sid Danandeh
- advice, Karma Yonten
- RE: advice, David Fisher
- [no subject], Patel, Nick
- RE: advice, Dave Adams
- RE: advice, Sherman, William
- Peru Floor Framing, richard lewis
- Aluminum Base Plate, Todd Hill
- RE: Aluminum Base Plate, Haan, Scott M.
- RE: Aluminum Base Plate, Haan, Scott M.
- Re: Aluminum Base Plate, Forrest Braun
- Re: Aluminum Base Plate, Dan Goodrich
- RE: Peru Floor Framing, José Sebastian Vallejo Herrera
- Etabs Version 7, Gerard Madden
- Hardy Frames, chuckuc
- RE: Engineering compensation, Keith Fix
- FW: Engineering compensation, Haan, Scott M.
- RE: Engineering compensation, Haan, Scott M.
- Re: bridge inspection, sscholl2
- Re: Hardy Frames, sscholl2
- RE: Aluminum Base Plate, Haan, Scott M.
- Re: advice, Fountain Conner
- RE: advice, Structuralist
- Re: advice, Alden C. Manipula
- Re: Etabs Version 7, HAWNENG
- steel frame with masonry infills, Nacionales Alex
- Re: seaint Digest for 27 Apr 2001, Kurt Swarts
- Re: steel frame with masonry infills, ijr
- Humor for today, Rbengrguy
- Re: Humor for today, Christopher Wright
- Re: Peru Floor Framing, Walter Sheen Paoli
- Concrete Tank Vertical Reinforcing, h . d . richardson
- Re: Humor for today, Nels Roselund, SE
- Re: Etabs Version 7, Paul Feather
- RE: steel frame with masonry infills, raul labbe
- Re: Humor for today, Christopher Wright
- Re: Engineering compensation, Paul Feather
- RE: Engineering compensation, Haan, Scott M.
- Re: Engineering compensation, Paul Feather
- SE Journal, Karma Yonten
- Re: OSHPD, HAWNENG
- RE: Engineering compensation, Bill Polhemus
- RE: SE Journal, Bill Polhemus
- FW: Engineering compensation, Haan, Scott M.
- RE: Engineering compensation, Bill Polhemus
- 2nd floor addition, GaryD
- Re: 2nd floor addition, Patrick Rodgers
- Re: Engineering compensation, Peter Higgins
- Re: OSHPD, Peter Higgins
- FW: Engineering compensation, Peter Higgins
- RE: Engineering compensation, vlad
- Re: seaint Digest for 28 Apr 2001, Kurt Swarts
- RE: Engineering compensation, George Richards, P.E.
- Re: OSHPD, Mark Gilligan
- Re: 2nd floor addition, sscholl2
- Re: Engineering compensation, sscholl2
- RE: Etabs Version 7, Nicholas Blackburn
- RE: Engineering compensation, Christopher Wright
- Re: 2nd floor addition, Steve Privett
- RE: Engineering compensation, George Richards, P.E.
- RE: 2nd floor addition, George Richards, P.E.
- Re: Engineering compensation, Alden Manipula
- Re: Engineering compensation, Christopher Wright
- Re: 2nd floor addition, sscholl2
- Re: 2nd floor addition, GaryD
- Re: Engineering compensation, JHilzman
- RE: 2nd floor addition, Structuralist
- Re: seaint Digest for 29 Apr 2001, Kurt Swarts
- Re: 2nd floor addition, John P. Riley
- RE: Aluminum Base Plate, Jack Creviston
- Welding old steel, Jack Creviston
- Re: Engineering compensation, thom(--nospam--at)onlinepcg
- RE: Welding old steel, Charlie Carter
- Re: Welding old steel, Scott A. Dunham, PE
- Re: 2nd floor addition, edjonson
- RE: SE Journal, Charlie Carter
- Re: 2nd floor addition, sscholl2
- Re: Aluminum Base Plate, David Sharp
- Re: Engineering compensation, Alden Manipula
- RE: Engineering compensation, Bill Polhemus
- RE: 2nd floor addition, George Richards, P.E.
- Re: 2nd floor addition, Chris TSE
- RE: Engineering compensation, gelca
- RE: SE Journal, Roger Davis
- RE: Engineering compensation, Haan, Scott M.
- RE: Engineering compensation, Keith Fix
- RE: Engineering compensation, George Richards, P.E.
- RE: SE Journal, Bill Polhemus
- Message Repeats?, Bill Polhemus
- Re: Message Repeats?, John P. Riley
- RE: Message Repeats?, Ron Hill
- RE: Message Repeats?, Haan, Scott M.
- Re: Message Repeats?, Conrad Guymon
- Finding a Structural Engineer, Gina Gobo
- Re: Concrete Tank Vertical Reinforcing, Susan Clinter
- Re: Etabs Version 7, Rick Culean
- Construction Hall of Shame Spotlight: "LUXURY BY DESIGN, QUALITY BY CHANCE", Structuralist
- RE: Concrete Tank Vertical Reinforcing, Structuralist
- reference, Williston L. Warren, IV - S.E.
- Re: Engineering compensation, R.P. Mehrotra/engg
- Retrofit existing flat slab, Stevenson Lim
- Exposed aggregate in tilt panels, RDAHLMANN
- Re: Exposed aggregate in tilt panels, R.P. Mehrotra/engg
- Re: Engineering compensation, r nester
- Re: reference, Greg Smith
- Re: Retrofit existing flat slab, Scott Maxwell
- RE: reference, Ron Hill
- RE: Engineering compensation, Peter Higgins
- RE: Engineering compensation, Peter Higgins
- Re: Finding a Structural Engineer, vicpeng
- RE: Engineering compensation, Haan, Scott M.
- Re: Message Repeats?, vicpeng
- RE: Engineering compensation, Haan, Scott M.
- RE: reference, Scott Maxwell
- 1997 AISC seismic - IBC seismic design category D - OBF brace co nnections - column strength, Haan, Scott M.
- Structuralist.Net Software Users Forum - Announcement, Structuralist
- Re: Finding a Structural Engineer, Scott Maxwell
- Opportunities in Dallas, Caldwell, Stan
- Seismic Base Shear, Sunho Shim
- RE: reference, Paul Crocker
- RE: Seismic Base Shear, Haan, Scott M.
- RE: Engineering compensation, Caldwell, Stan
- RE: Engineering compensation, Scott Maxwell
- RE: Engineering compensation, George Richards, P.E.
- RE: Engineering compensation, Gerard Madden
- Re: RE: reference, Tom Higgins
- RE: Engineering compensation, Caldwell, Stan
- RE: Engineering compensation, Yousefi, Ben
- Re: RE: reference, Scott Maxwell
- RE: Engineering compensation, Shafat Qazi
- RE: Engineering compensation, Caldwell, Stan
- RE: Engineering compensation, Structuralist
- Three Hinge Glulam Arch, CDaniels
- Round HSS or Steel Pipe??, Balmer James
- RE: Seismic Base Shear, Mike Valley
- Re: Round HSS or Steel Pipe??, Rick . Drake
- RE: Engineering compensation, Gerard Madden
- Re: Finding a Structural Engineer, h . d . richardson
- Merco Deck???, Keith Fix
- Re: Three Hinge Glulam Arch, Bruce Pooley
- RE: Seismic Base Shear, Haan, Scott M.
- 1997 AISC seismic - IBC seismic design category D - OBF brace co nnections - column strength, Haan, Scott M.
- RE: Three Hinge Glulam Arch, Cain, William
- RE: Seismic Base Shear, Sherman, William
- RE: Engineering compensation, George Richards, P.E.
- Re: RE: Engineering compensation, Jonathan Mallard
- RE: Engineering compensation, Caldwell, Stan
- RE: Seismic Base Shear, Haan, Scott M.
- Re: Three Hinge Glulam Arch - More Information, Bruce Pooley
- Re: Merco Deck???, Davis Parsons
- Re: 1997 AISC seismic - IBC seismic design category D - OBF brace connections - column strength, David B Merrick
- Structuralist.Net - TEDDS Templates and other productivity tools sought for Software Productivity Tools Forum, Structuralist
- RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Haan, Scott M.
- RE: Engineering compensation, Structuralist
- Re: Three Hinge Glulam Arch, Rick Burch
- CA vs TX -- which shall it be?, Drew A. Norman, SE
- Re: Engineering compensation, John P. Riley
- Spruce-Pine-Fir Allowable Stress Values, Bobby Jenkins
- Re: Spruce-Pine-Fir Allowable Stress Values, Scott Maxwell
- Re: Spruce-Pine-Fir Allowable Stress Values, Bruce Pooley
- SAP2000 cables, Enrico Tuzi
- Re: Engineering compensation, Roger Turk
- Inserting AutoCAD details in to a MathCAD worksheet?, Hyndman, Keith
- RE: CA vs TX -- which shall it be?, Byainc
- RE: Inserting AutoCAD details in to a MathCAD worksheet?, Canitz, Charles F NAB02
- RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Haan, Scott M.
- RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Charlie Carter
- RE: Three Hinge Glulam Arch, Mike Valley
- RE: Round HSS or Steel Pipe??, Charlie Carter
- RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Haan, Scott M.
- RE: Engineering compensation, Gerard Madden
- Plan Checking, Bob Hanson
- Re: 1997 AISC seismic - IBC seismic design category D - OBF brac econnections - column strength, David B Merrick
- Re: Etabs Version 7, Gerard Madden
- RE: Inserting AutoCAD details in to a MathCAD worksheet?, ken verco
- Glass Block Shear Wall, David B Merrick
- RE: Glass Block Shear Wall, Haan, Scott M.
- Re: Plan Checking, David B Merrick
- RE: Plan Checking, Haan, Scott M.
- Re: Plan Checking, Mark D. Anderson PE
- Common roof over adjacent buildings, Fariborz Tehrani
- RE: reference, ken verco
- Common roof covered over adjacent buildings, Fariborz Tehrani
- Re: Spruce-Pine-Fir Allowable Stress Values, Tom Higgins
- RE: Plan Checking, Structuralist
- Maintenance features, AGHBAL YOUNESSE
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Haan, Scott M.
- RE: Engineering compensation, Gerard Madden
- SEAINT digest for may 1 and 2, Mark Geoghegan
- Plan Checking, Roger Turk
- RE: Engineering compensation, Structuralist
- RE: Engineering compensation, Gerard Madden
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, George Richards, P.E.
- Re: Common roof covered over adjacent buildings, Jake Watson
- Re: 1997 AISC seismic - IBC seismic design category D - OBF brace connections - column strength, Jake Watson
- Re: Engineering compensation, Paul Feather
- Need Practical Mechanics of Matl's/Structural Analysis Book, Aaron Smith
- RE: CA vs TX -- which shall it be?, Caldwell, Stan
- Fixed or pinned support, Nacionales Alex
- Re: Fixed or pinned support, R.P. Mehrotra/engg
- RE: Engineering compensation, Bill Polhemus
- Re: Fixed or pinned support, John P. Riley
- Re: Fixed or pinned support, Mark Nowmos
- Re: Fixed or pinned support, Chris TSE
- RE: Engineering compensation, Structuralist
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Structuralist
- Re: Fixed or pinned support, Padmanabhan Rajendran
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Aaron Smith
- RE: Fixed or pinned support, Charlie Carter
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Charlie Carter
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott Maxwell
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Jake Watson
- RE: CA vs TX -- which shall it be?, Jones, Mark A
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, TMadlem
- Re: Fixed or pinned support, Jim Kestner
- Re: 1997 AISC seismic - IBC seismic design category D - OBF brace connections - column strength, Rick . Drake
- RE: Fixed or pinned support, Brian K. Smith
- Re: Fixed or pinned support, Steve Privett
- RE: Need Practical Mechanics of Matl's/S, Roger Turk
- Re: Fixed or pinned support, John P. Riley
- Re: Need Practical Mechanics of Matl's/S, John P. Riley
- RE: Engineering compensation, Haan, Scott M.
- RE: Engineering compensation, Caldwell, Stan
- RE: Engineering compensation, Caldwell, Stan
- Re: Fixed or pinned support, C M IQBAL
- Re: Engineering compensation, Paul Feather
- Re: Fixed or pinned support, h . d . richardson
- RE: Engineering compensation, Caldwell, Stan
- Re: Fixed or pinned support, Scott Maxwell
- Re: Need Practical Mechanics of Matl's/S, Scott Maxwell
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Haan, Scott M.
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Paul Crocker
- Re: Engineering compensation, Drew A. Norman, SE
- RE: Engineering compensation, Bill Polhemus
- Re: Need Practical Mechanics of Matl's/S, Christopher Wright
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Daley, John
- RE: Engineering compensation, Gerard Madden
- What's going on with Drift, Gerard Madden
- RE: Fixed or pinned support, Nacionales Alex
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott A. Dunham, PE
- Font Problem, Michael Krakower
- FW: Font Problem, Michael Krakower
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott Maxwell
- RE: Engineering compensation, Scott Maxwell
- RE: Engineering compensation, Haan, Scott M.
- RE: Font Problem, Lao, Larry
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott, William N.
- UBC97 Section 1633.2.11, DAVID MURPHY
- RE: Engineering compensation, Sherman, William
- RE: Plan Checking, Sherman, William
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Jake Watson
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Paul Crocker
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott, William N.
- RE: Engineering compensation --> steel moment connections, Effland, Greg
- RE: Engineering compensation, Dick_Roberts
- RE: Engineering compensation --> steel moment connections, Scott Maxwell
- RE: Engineering compensation --> steel moment connections, Effland, Greg
- COLA Building Code, Mark D. Baker
- Re: Plan Checking, Becker, Rick
- RE: COLA Building Code, Structuralist
- RE: Plan Checking, Haan, Scott M.
- The cost of Reference Materials - a creative idea, Structuralist
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Structuralist
- RE: Engineering compensation, Bill Polhemus
- RE: Engineering compensation, Caldwell, Stan
- New home noises - need some advice?, Structuralist
- Re: New home noises - need some advice?, Mark D. Baker
- Alaska, Caldwell, Stan
- RE: Alaska, Haan, Scott M.
- Engineering compensation --> steel moment connections, David Sharp
- Re: New home noises - need some advice?, Robert Kazanjy
- Re: New home noises - need some advice?, John P. Riley
- Re: New home noises - need some advice?, Laura Watson
- Re: New home noises - need some advice?, ken verco
- RE: New home noises - need some advice?, Bill Polhemus
- RE: New home noises - need some advice?, Structuralist
- RE: New home noises - need some advice?, Structuralist
- RE: New home noises - need some advice?, Structuralist
- RE: New home noises - need some advice?, sharonb
- RE: Alaska, Structuralist
- RE: Engineering compensation, Structuralist
- New home noises - need some advice?, Roger Turk
- RE: Alaska, Yang, Liao/ANC
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Aaron Smith
- One and Two Family Dwelling: IBC 1707 "special inspection requir ements for seismic resistance", Haan, Scott M.
- RE: Alaska, Haan, Scott M.
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Paul Crocker
- RE: Alaska, Yang, Liao/ANC
- Re: Engineering compensation, Paul Feather
- RE: Alaska - turn Texas into a reservior to solve California's en ergy crisis, Haan, Scott M.
- Re: Fixed or pinned support, Javier Encinas
- RE: New home noises - need some advice?, Structuralist
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, David B Merrick
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Jake Watson
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Christopher Wright
- RE: Plan Checking, Sid Danandeh
- One and Two Family Dwelling: IBC 1707 ", Roger Turk
- Re: COLA Building Code, Steven A.
- RE: Need Practical Mechanics of Matl's/Structural Analysis Book, Structuralist
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Scott Maxwell
- Re: RE: Plan Checking, Gerard Madden
- Re: RE: Plan Checking, R.P. Mehrotra/engg
- Re: Fixed or pinned support, Chris TSE
- Re: New home noises - need some advice?, Chris TSE
- RE: Alaska - turn Texas into a reservior to solve California's energy crisis, Bill Polhemus
- RE: RE: Plan Checking, Bill Polhemus
- RE: Alaska, Sherman, William
- RE: Font Problem, Caldwell, Stan
- An Option to nukes or turning Texas into a reservior..., sharonb
- Re: Fixed or pinned support, John P. Riley
- Re: Font Problem, DWILLIAMSSEI
- Bridge Safety Inpector -- National Society of Professional Engineers, Bill Polhemus
- Re: New home noises - need some advice?, Laura Watson
- Re: Bridge Safety Inpector -- National Society of Professional Engineers, Forrest Braun
- RE: Engineering compensation, Dick_Roberts
- Bridge Inspector Certification, Roger Turk
- Re: Boston Association of Structural Engineers, Domenic DeAngelo
- Enercal Insert Logo Block, ken verco
- RE: New home noises - need some advice?, Structuralist
- RE: New home noises - need some advice?, ken verco
- Running applications from the Web?, Rick Culean
- RE: An Option to nukes or turning Texas into a reservior..., Structuralist
- RE: Running applications from the Web?, vlad
- RE: Engineering compensation, Caldwell, Stan
- RE: Running applications from the Web?, Sam Chang
- RE: Running applications from the Web?, Structuralist
- RE: Enercalc Insert Logo Block, Structuralist
- UBC, smail raisi
- Re: An Option to nukes or turning Texas into a reservior..., Greg Smith
- Re: Boston Association of Structural Engineers, Scott Maxwell
- RE: Running applications from the Web?, vlad
- Re: UBC, Greg Smith
- RE: UBC, Mark E. Deardorff
- RE: UBC, Structuralist
- RE: An Option to nukes or turning Texas into a reservior..., vlad
- Closer look to Building rigid moment frame Design, namvy
- "Pre-Engineered" Metal Buildings, T. Eric Gillham PE
- RE: "Pre-Engineered" Metal Buildings, Bill Polhemus
- Anchor bolt allowable stress, Structure Department
- Re: Closer look to Building rigid moment frame Design, namvy
- Re: Boston Association of Structural Engineers, Domenic DeAngelo
- Re: Closer look to Building rigid moment frame Design, namvy
- RE: New home noises - need some advice?, George Richards, P.E.
- AISC COL. K FACTOR, Beckham, John
- RE: Closer look to Building rigid moment frame Design, Effland, Greg
- Increasing Kl/r, Paul Feather
- Re: Boston Association of Structural Engineers, Brian Miller
- RE: "Pre-Engineered" Metal Buildings, ken verco
- Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Tom Higgins
- new home noises, Martin W. Johnson
- New LARUCP Policy: Wet Stamped Plans, Becker, Rick
- Re: Increasing Kl/r, Tom Higgins
- Re: Increasing Kl/r, John P. Riley
- Re: Increasing Kl/r, h . d . richardson
- Re: RISA-SOFTWARE WEB ADDRESS, vicpeng
- Re: RISA-SOFTWARE WEB ADDRESS, Gerard Madden
- Re: Increasing Kl/r, Drew A. Norman, SE
- Re: "Pre-Engineered" Metal Buildings, John P. Riley
- RE: New home noises - need some advice?, George Richards, P.E.
- Thank you Effland, Greg, namvy
- Old Steel Joist Properties, nattamai mohanram
- RE: RISA-SOFTWARE WEB ADDRESS, Donna Gochenaur
- RE: new home noises, Structuralist
- re: risa software, Andrea Morelli
- Re: "Pre-Engineered" Metal Buildings, Paul Ransom
- Fwd: Re: Boston Association of Structural Engineers, Rbengrguy
- Re: RISA-SOFTWARE WEB ADDRESS, Brian M. McMahon
- RE: New home noises - need some advice?, Structuralist
- Re: "Pre-Engineered" Metal Buildings, h . d . richardson
- RE: "Pre-Engineered" Metal Buildings, Bill Polhemus
- Re: Need Practical Mechanics of Matl's/Structural AnalysisBook, Conrad Guymon
- Here we go again, Gerard Madden
- RISA-SOFTWARE WEB ADDRESS, Mohammed Shahebuddin
- RE: Cost of Doing Business - Very Good Deal, Bill Polhemus
- RE: New home noises - need some advice?, Structuralist
- RE: Increasing Kl/r, Rogers, Robert
- Re: Here we go again, a_more
- Re: "Pre-Engineered" Metal Buildings, Roger Turk
- FW: "Pre-Engineered" Metal Buildings, T. Eric Gillham PE
- ap & Rp of Rooftop AC units, James Lin
- ReSOFTWARE, Thys Cilliers
- RE: Here we go again, Structuralist
- Re: Here we go again, John P. Riley
- Test Message, Michael Krakower
- question: heat endurance of concrete, cahyo sumeru
- Re: question: heat endurance of concrete, R.P. Mehrotra/engg
- Fw: MAT FOUNDATION DESIGN : ANY HELP?, Thys Cilliers
- Web's civil/structural engineers associations., Mohammed Shahebuddin
- RE: Here we go again, Bill Polhemus
- RE: question: heat endurance of concrete, Bill Polhemus
- RE: Test Message, Bill Polhemus
- Re: question: heat endurance of concrete, Scott Maxwell
- Re: Web's civil/structural engineers associations., Wael Shabana
- Re: Fw: MAT FOUNDATION DESIGN : ANY HELP?, desi j kiss
- Cashew Program, John Buchanan
- RE: "Pre-Engineered" Metal Buildings, Sherman, William
- Alternatives to Post-Tensioning Construction, Jim Todd
- RE: Alternatives to Post-Tensioning Construction, David Fisher
- RE: Alternatives to Post-Tensioning Construction, Yousefi, Ben
- Re: ap & Rp of Rooftop AC units, Paul Feather
- Re: Old Steel Joist Properties, Davis Parsons
- Re: Alternatives to Post-Tensioning Construction, Paul Feather
- residential pier foundation design, Jeff Smith
- RE: residential pier foundation design, Cain, William
- Web4engineers Emailer, Rick Culean
- Re: Old Steel Joist Properties, Forrest Braun
- RE: Alternatives to Post-Tensioning Construction, Paul Crocker
- Re: question: heat endurance of concrete, h . d . richardson
- Re: Web4engineers Emailer, Gerard Madden
- RE: Web4engineers Emailer, Bill Polhemus
- RE: residential pier foundation design, Bill Polhemus
- Re: Alternatives to Post-Tensioning Construction, h . d . richardson
- Re: residential pier foundation design, Oshin Tosounian
- RE: residential pier foundation design, George Richards, P.E.
- RE: Old Steel Joist Properties, m.stuart
- Re: "Pre-Engineered" Metal Buildings, MSSROLLO
- RE: Web4engineers Emailer, Structuralist
- RE: Alternatives to Post-Tensioning Construction, Nicholas Blackburn
- Re: residential pier foundation design, MSSROLLO
- RV: Web's civil/structural engineers associations., Juan Constantinidis
- RE: Alternatives to Post-Tensioning Construction, Yousefi, Ben
- Re: Alternatives to Post-Tensioning Construction, Paul Feather
- Virus alert!, Henrik Nazarian
- Re: MAT FOUNDATION DESIGN : ANY HELP?, Walter Sheen
- Re: Alternatives to Post-Tensioning Construction, Gil Brock
- Virus alert!, Roger Turk
- RE: Web4engineers Emailer, Mark E. Deardorff
- New EJournal of Structural Engineering (EJSE), EJSE Webmaster
- Re: residential pier foundation design, Nels Roselund, SE
- Virus updates, sharonb
- RE: Web4engineers Emailer, Lao, Larry
- Re: residential pier foundation design, Oshin Tosounian
- Floor flatness/stair flatness, JCohen
- RE: residential pier foundation design, Jeff Smith
- Re: Floor flatness/stair flatness, sscholl2
- Re: question: heat endurance of concrete, Laurence B. Oeth
- Re: Floor flatness/stair flatness, Mark Nowmos
- RE: residential pier foundation design, Scott Maxwell
- Re: New EJournal of Structural Engineering (EJSE), Pidelta Strukturindo
- Re: Floor flatness/stair flatness, JCohen
- Re: Floor flatness/stair flatness, JCohen
- Re: Floor flatness/stair flatness, Roger Turk
- RE: Floor flatness/stair flatness, Tom Allen
- RE: Web's civil/structural engineers associations., Tom Allen
- Proportional Limit, A36 Plate, Fountain Conner
- Regarding Building Materials in Various Countries, Reynold Franklin
- RE: Floor flatness/stair flatness, Sprague, Harold O.
- Re: Floor flatness/stair flatness, DWILLIAMSSEI
- Re: residential pier foundation design, Nels Roselund, SE
- Re: New EJournal of Structural Engineering (EJSE), ALI NGAB
- Re: Floor flatness/stair flatness, sscholl2
- RE: residential pier foundation design, Ed . Haninger
- RE: Alternatives to Post-Tensioning Construction, Paul Crocker
- RE: Old Steel Joist Properties, Roger Davis
- RE: Old Steel Joist Properties, Sprague, Harold O.
- Painting Stainless Steel, David Finley
- RE: Old Steel Joist Properties, Michael Robertson
- Painting Stainless Steel, Tom . Hunt
- RE: Web's civil/structural engineers associations, Becker, Rick
- RE: Floor flatness/stair flatness, Mark Gilligan
- RE: Alternatives to Post-Tensioning Construction, Mark Geoghegan
- RE: Alternatives to Post-Tensioning Construction, Gil Brock
- Re: Web's civil/structural engineers associations, Ish Jhamb
- Re: Regarding Building Materials in Various Countries, R.P. Mehrotra/engg
- Re: Alternatives to Post-Tensioning Construction, h . d . richardson
- comparing, smail raisi
- Re: comparing, Gary Harris
- RE: comparing, jwhitty
- Re: Here we go again, roark consultants
- Older Unusual Structural Systems, Matthew Stuart
- RE: Here we go again, Bill Polhemus
- RE: comparing, Bill Polhemus
- RE: Virus alert!, Bill Polhemus
- Re: Here we go again, Christopher Wright
- RE: Here we go again, Scott, William N.
- RE: Here we go again, Bill Polhemus
- Re: residential pier foundation design, Mark Baker
- RE: Here we go again, Ron Hill
- RE: Here we go again, Bill Polhemus
- Nelson Stud, YI
- Re: Nelson Stud, ken verco
- Re: Nelson Stud, Paul Feather
- RE: Nelson Stud, Jones, Mark A
- RE: Nelson Stud, YI
- Re: Older Unusual Structural Systems, Jim Kestner
- RE: Nelson Stud, Bill Polhemus
- RE: Nelson Stud, Bill Polhemus
- Acad contour lines, Keith De Lapp
- RE: Nelson Stud, YI
- Re: Acad contour lines, Gerard Madden
- Pre-engineered Bldg Foundation, george simmon
- Nelson Studs, Tom . Hunt
- RE: Pre-engineered Bldg Foundation, TMadlem
- RE: Nelson Studs, YI
- Structuralist.Net - Calculations Wanted., Structuralist
- Re: RE: Here we go again, Tom Higgins
- Re: Acad contour lines, Arun Niyogi
- RE: Nelson Studs, YI
- Residential Pier Foundation Design, Michael Krakower
- Question Re CFS Built-Up Beams, Bill Polhemus
- RE: Nelson Studs, Structuralist
- Fw: INCORRECT UBC METRIC UNITS, Thys Cilliers
- Re: Residential Pier Foundation Design, Mark Baker
- Re: Acad contour lines, David B Merrick
- IBC 2000 Deterministic ground motion, Sherman, William
- Re: Acad contour lines, David B Merrick
- Re: Question Re CFS Built-Up Beams, James Lane, P.E.
- doubts in Pre-engineered metal building design, HAMID
- Re: Increasing Kl/r, M Hariharan/engg
- RE: doubts in Pre-engineered metal building design, Bill Polhemus
- Info Requested: Microstation PowerDraft, Bill Polhemus
- Re: Info Requested: Microstation PowerDraft, Forrest Braun
- RE: Info Requested: Microstation PowerDraft, raul labbe
- RE: Info Requested: Microstation PowerDraft, Structuralist
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Info Requested: Microstation PowerDraft, Structuralist
- re: comparing, Randy Baker
- Re: Info Requested: Microstation PowerDraft, Mark Nowmos
- Re: doubts in Pre-engineered metal building design, Mark Nowmos
- RE: Info Requested: Microstation PowerDraft, Structuralist
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- Re: Info Requested: Microstation PowerDraft, David Finley
- RE: Info Requested: Microstation PowerDraft, Brian K. Smith
- Visual Basic question, Greg Smith
- RE: Visual Basic question, Frank Yang
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Visual Basic question, Effland, Greg
- Re: Visual Basic question, Padmanabhan Rajendran
- RE: doubts in Pre-engineered metal building design, Effland, Greg
- Re: Info Requested: Microstation PowerDraft, Ed . Haninger
- Re: doubts in Pre-engineered metal building design, Martin W. Johnson
- Waterproofing for pools on top of Structures?, l_pack
- RE: Waterproofing for pools on top of Structures?, Pat Symons
- RE: Acad contour lines, Brent Koch
- ASCE 7-98, Padmanabhan Rajendran
- Re: Waterproofing for pools on top of Structures?, Jim Kestner
- RE: ASCE 7-98, Mike Valley
- Missing Disks book "Spreadsheets in Structural Design", Sam Chang
- RE: Waterproofing for pools on top of Structures?, Sherman, William
- RE: Waterproofing for pools on top of Structures?, Bob Hanson
- RE: Info Requested: Microstation PowerDraft, Bill Polhemus
- RE: Missing Disks book "Spreadsheets in Structural Design", Bill Polhemus
- RE: Info Requested: Microstation PowerDr, Roger Turk
- Aluminum Welding, Michael Hemstad
- RE: Aluminum Welding, Bill Polhemus
- Re: Aluminum Welding, Paul Feather
- RE: Aluminum Welding, Christopher Wright
- RE: Aluminum Welding, Bill Polhemus
- RE: Aluminum Welding, Christopher Wright
- RE: Aluminum Welding, Bill Polhemus
- Introducing the new Structuralist.Net Cybrary, Structuralist
- HELP!, Chicago Area (Waukegan) Septic Tanks, Fountain Conner
- Drag Connection?, John P. Riley
- FIRE IN COMPOSITE BEAM, JOSÉ EDWARD CRISTIANI
- CARBON FIBER, JOSÉ EDWARD CRISTIANI
- Re: CARBON FIBER, npitera
- RE: Aluminum Welding, Christopher Wright
- RE: Drag Connection?, Effland, Greg
- RE: Drag Connection?, Bill Polhemus
- Re: Drag Connection?, sscholl2
- Re: HELP!, Chicago Area (Waukegan) Septic Tanks, sscholl2
- RE: HELP!, Chicago Area (Waukegan) Septic Tanks, Tom Allen
- Anchoring in seismic zones, Jan Hermanek
- Re: HELP!, Chicago Area (Waukegan) Septic Tanks, Gerard Madden
- RE: Anchoring in seismic zones, Paul Crocker
- TRUSS QUESTION, Juan José Treff De la Mora
- Plan check overview, Bob Hanson
- RE: TRUSS QUESTION, George Richards, P.E.
- RE: TRUSS QUESTION, Jones, Mark A
- RE: Proportional Limit, A36 Plate, Charlie Carter
- RE: Drag Connection?, Bill Polhemus
- Re: TRUSS QUESTION, Jim Kestner
- RE: Plan check overview, Bill Polhemus
- Re: Plan check overview, Paul Feather
- TRUSS QUESTION, John P. Riley
- Re: TRUSS QUESTION, John P. Riley
- RE: TRUSS QUESTION, Robert Rollo
- RE: Plan check overview, Bill Polhemus
- RE: TRUSS QUESTION, Effland, Greg
- Screw Capacities, CDaniels
- Re: Screw Capacities, Gerard Madden
- concrete topping slab on garage wood floor framing, PFFEI
- Structuralist.Net Cybrary - Reference Calculation question!, Structuralist
- RE: concrete topping slab on garage wood floor framing, Lutz, James
- Re: Screw Capacities, Dan Goodrich
- Something That Bugs Me About The AISC Code, Bill Polhemus
- iron rails, Francisco Duarte
- Re: Something That Bugs Me About The AISC Code, Gerard Madden
- Re: Something That Bugs Me About The AISC Code, Fountain Conner
- Re: Proportional Limit, A36 Plate, Fountain Conner
- Re: Proportional Limit, A36 Plate, Paul Feather
- RE: Something That Bugs Me About The AISC Code, Bill Polhemus
- Re: CARBON FIBER, James Lane, P.E.
- Re: HELP!, Chicago Area (Waukegan) Septic Tanks, John Schenne
- Re: CARBON FIBER, Roger Turk
- concrete heat endurance responses, cahyo sumeru
- Re: Proportional Limit, A36 Plate, Fountain Conner
- Re: Something That Bugs Me About The AISC Code, Christopher Wright
- RE: Proportional Limit, A36 Plate, Charlie Carter
- Re: Info Requested: Microstation PowerDraft, Mark Nowmos
- Re: Proportional Limit, A36 Plate, Neil Moore
- Re: doubts in Pre-engineered metal building design, Mark Nowmos
- shear wall program, Michael Sikes
- RE: Something That Bugs Me About The AISC Code, Bill Polhemus
- RE: Something That Bugs Me About The AISC Code, Bill Polhemus
- Re: Something That Bugs Me About The AISC Code, sscholl2
- RECAP -- Re: Proportional Limit, A36 Plate, Fountain Conner
- RE: Something That Bugs Me About The AISC Code, Christopher Wright
- Re: RECAP -- Re: Proportional Limit, A36 Plate, Neil Moore
- concrete topics, Michael Hemstad
- Re: RECAP -- Re: Proportional Limit, A36 Plate, Fountain Conner
- RE: concrete topics, Glen . Pappas
- German Speaking Engineer, Norm Brudigam
- Re: Something That Bugs Me About The AISC Code, Rick . Drake
- [no subject], Daley, John
- Wood diaphragm allowables per IBC, Sherman, William
- Re: Wood diaphragm allowables per IBC, Eric Ober
- Re: Anchoring in seismic zones, COEngineer
- RE:, Matthew Stuart
- Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Gerard Madden
- RE: Wood diaphragm allowables per IBC, Bill Polhemus
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Gerard Madden
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Yousefi, Ben
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Paul Feather
- Structural Adhesive Wood-to-wood, Jeff Flansburg
- RE: Wood diaphragm allowables per IBC, Sherman, William
- Lima, Peru Design Info, richard lewis
- Re: Structural Adhesive Wood-to-wood, Brian M. McMahon
- RE: Structural Adhesive Wood-to-wood, Albert Meyer
- Re: Structural Adhesive Wood-to-wood, Ned Waltz
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Steve Privett
- Re: Lima, Peru Design Info, Walter Sheen
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Paul Feather
- RE: Wood diaphragm allowable per IBC, Structuralist
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- UPDATE on Intergraph SmartSketch (WAS: "Info Requested: Microstation PowerDraft"), Bill Polhemus
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Steve Privett
- Re: Structural Adhesive Wood-to-wood, Bruce Pooley
- Re: Aluminum Welding, G. Bunkers
- Anchoring in rock, raul labbe
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- Re: Aluminum Welding, Christopher Wright
- Re: Anchoring in rock, Neil Moore
- RE: Anchoring in rock, raul labbe
- Re: Structural Adhesive Wood-to-wood, JEFF CORONADO
- Re: concrete topics, sscholl2
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, sscholl2
- Re:, Mark Nowmos
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Chris TSE
- RE:, Matthew Stuart
- FW: Help with interpreting Vibration Analysis, jwhitty
- RE: Proportional Limit, A36 Plate, John Bryan
- RE: Anchoring in rock, Lutz, James
- Re: concrete topics, Nels Roselund, SE
- Re: Anchoring in rock, Nels Roselund, SE
- Re: Help with interpreting Vibration Analysis, Nels Roselund, SE
- RE: concrete topics, Sherman, William
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- Structural Adhesive Wood-to-wood, Todd W. Erickson
- Re: Adding a mezzanine to a Masonry Building in Seismic Zone 4, David B Merrick
- Plywood Shearwall Testing, Todd W. Erickson
- RE: Help with interpreting Vibration Analysis, Mike Valley
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Sid Danandeh
- RE: Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
- Re: Plywood Shearwall Testing, chuckuc
- Re: Alternatives to Post-Tensioning Construction, Juan C. Gray
- Re: Something That Bugs Me About The AISC Code, M Hariharan/engg
- Prof. Joseph Penzien address, PT Pidelta Strukturindo
- Pre-Engineered Metal Building-New Thread, MSSROLLO
- Re: Alternatives to Post-Tensioning Construction, Paul Feather
- Botched Buildings, Neil Moore
- About RUAUMOKO.., Sivakkolundu Vernu
- non compact pipe, Mark Baker
- RE: non compact pipe, Effland, Greg
- RE: non compact pipe, Bill Polhemus
- Re: Prof. Joseph Penzien address, Charley Hamilton
- RE: non compact pipe, Bob Hanson
- RE: non compact pipe, Brad S. Cameron
- Re: Pre-Engineered Metal Building-New Thread, h . d . richardson
- Re: non compact pipe, Neil Moore
- RE: non compact pipe, Charlie Carter
- RE: Botched Buildings, Hyndman, Keith
- Re: non compact pipe, Mark Baker
- RE: Botched Buildings, Neil Moore
- Re: non compact pipe, Mark Baker
- RE: FIRE IN COMPOSITE BEAM, Charlie Carter
- RE: Botched Buildings, Caldwell, Stan
- Re: Botched Buildings, Jim Kestner
- RE: non compact pipe, Charlie Carter
- FW: Pre-Engineered Metal Building-New Thread, T. Eric Gillham PE
- Re: non compact pipe, Mark Baker
- computer modeling of diaphragms, Nii Allotey
- Re: computer modeling of diaphragms, Paul Feather
- ASME Specifications, Paul Feather
- RE: computer modeling of diaphragms, Bill Polhemus
- Re: computer modeling of diaphragms, Nii Allotey
- Re: RE: non compact pipe, Tom Higgins
- Re: computer modeling of diaphragms, Paul Feather
- RE: computer modeling of diaphragms, Bill Polhemus
- Square Reinforcing Bars, John MacLean
- Re: ASME Specifications, Christopher Wright
- Re: computer modeling of diaphragms, Nels Roselund, SE
- Re: Square Reinforcing Bars, h . d . richardson
- Re: RE: residential pier foundation design, Rhkratzse
- RE: Anchoring in rock, raul labbe
- Re: Plywood Shearwall Testing, James Adams
- Re: computer modeling of diaphragms, David B Merrick
- Re: Square Reinforcing Bars, David B Merrick
- Sample Hand Calculations wanted., Structuralist
- Tornado Refuge Areas, CanitzCF
- Re: Tornado Refuge Areas, James Lane, P.E.
- RE: Tornado Refuge Areas, Sprague, Harold O.
- RE: Botched Buildings, Structuralist
- RE: Tornado Refuge Areas, James Lane, P.E.
- Re: Wood Shearwall Tie Down Posts, chuckuc
- Square Reinforcing Bars, Roger Turk
- Calc Reference Library - Concern for Caution?, Structuralist
- RE: Calc Reference Library - Concern for Caution?, Bill Polhemus
- Re: Pre-Engineered Metal Building-New Thread, Paul Ransom
- Re: FW: Pre-Engineered Metal Building-New Thread, Padmanabhan Rajendran
- Plywood shear panels / box nails, RShreenan
- Concrete slab / vibration damage, RShreenan
- Re: FW: Pre-Engineered Metal Building-New Thread, Neil Moore
- RE: Plywood shear panels / box nails, Structuralist
- Re: Plywood shear panels / box nails, chuckuc
- RE: Botched Buildings, Hyndman, Keith
- white oak peg, Peieng5590
- RE: white oak peg, CDaniels
- "street creep"?, Schwarz317
- Re: Concrete slab / vibration damage, Scott A Jensen/SAJ5/CC01/INEEL/US
- Re: "street creep"?, Jim Kestner
- RE: "street creep"?, Sprague, Harold O.
- Moment frame constructed of Wood, Lynn H
- FRP reinforcement, Prakash C. Chowdhury
- RE: "street creep"?, Bob Shaw
- RE: Concrete slab / vibration damage, Cain, William
- Equipment vibrations, Bob Hanson
- FRP reinforcement, Roger Turk
- Re: Equipment vibrations, Christopher Wright
- Anyone Have Any Experience With Contract (Job) Shops?, Bill Polhemus
- Steel lintel beam, edjonson
- Re: Steel lintel beam, Gerard Madden
- Re: Steel lintel beam, Jim Kestner
- RE: Steel lintel beam, Effland, Greg
- RE: Steel lintel beam, Todd Hill
- Steel lintel beam, Roger Turk
- Plywood Roof Diaphragms, CDaniels
- RE: Plywood Roof Diaphragms, Bill Polhemus
- Re: Visual Basic question, Suresh Acharya
- RE: Steel lintel beam, David Fisher
- Re: Moment frame constructed of Wood, Chris TSE
- Re: Steel lintel beam, Javier Encinas
- RE: Steel lintel beam, Gil Brock
- Re: Steel lintel beam, Scott Maxwell
- Re: Steel lintel beam, Chris TSE
- RE: Plywood Roof Diaphragms, Structuralist
- FRP reinforcement, Tom . Hunt
- TEDDS, YI
- RE: Plywood Roof Diaphragms, Structuralist
- Special Inspection for Grout, Tom . Hunt
- RE: Special Inspection for Grout, Bill Polhemus
- Re: concrete slab / vibration, RShreenan
- Re: plywood shear panels / box nails, RShreenan
- AutoCad R14 Exreferencing, Keith De Lapp
- FW: FW: Pre-Engineered Metal Building-New Thread, T. Eric Gillham PE
- RE: plywood shear panels / box nails, Structuralist
- Re: Plywood Roof Diaphragms, sscholl2
- Re: Steel lintel beam, sscholl2
- Re: Special Inspection for Grout, sscholl2
- Steel lintel beam, John P. Riley
- RE: Steel lintel beam, David Fisher
- RE: Steel lintel beam, Roger Davis
- Fatigue at Shear Connection Weld, Bill Polhemus
- Re: AutoCad R14 Exreferencing, Jake Watson
- RE: Steel lintel beam, Argue and Associates
- Re: Steel lintel beam, Fountain Conner
- Euclidean Geometry, Mike . Hayes
- RE: Steel lintel beam, David Fisher
- RE: TEDDS, Brian K. Smith
- Steel lintel beam, John P. Riley
- Re: Special Inspection for Grout, Tom . Hunt
- RE: Euclidean Geometry, Daley, John
- Re: Fatigue at Shear Connection Weld, Christopher Wright
- reinforced concrete under impact, Karma Yonten
- Re: Euclidean Geometry, Christopher Wright
- Moment frame constructed of Wood, Martin W. Johnson
- Re: electric motor vibration problem, Martin W. Johnson
- Re: Special Inspection for Grout, COEngineer
- Re: Steel lintel beam, Scott Maxwell
- RE: Botched Buildings, Jones, Mark A
- Re: TEDDS, David B Merrick
- RE: Special Inspection for Grout, Yousefi, Ben
- RE: Plywood Roof Diaphragms, CDaniels
- Rigid Frames, ken kirkland
- Re: Plywood Roof Diaphragms, David B Merrick
- RE: Plywood Roof Diaphragms, Christopher Wright
- Re: AutoCad R14 Exreferencing, David B Merrick
- City of LA Code Sections 1633.2.8.1(1) vs 1633.2.9(4), M.J. Huszcz
- Virus Alert, MJL Engineering Ltd.
- Virus Alert, MJL Engineering Ltd.
- Virus Alert, MJL Engineering Ltd.
- Acad Arrowhead, Keith De Lapp
- Merrick:Contours, Keith De Lapp
- Re: Merrick:Contours, David B Merrick
- RE: TEDDS, Bill Polhemus
- Re: Special Inspection for Grout, Drew A. Norman, SE
- Re: Special Inspection for Grout, Paul Feather
- "OPTIMUM" ROOF SLOPE, Juan José Treff De la Mora
- Virus Alert, Roger Turk
- Re: RE: TEDDS, Tom Higgins
- Re: AutoCad R14 Exreferencing, Cadraftsman !
- Samples Autocad Structural Drgs?, Cadraftsman !
- Re: Virus Alert, vicpeng
- Re: Virus Alert, Scott Maxwell
- RE: TEDDS, Joseph R. Grill, PE
- Re: TEDDS, Charley Hamilton
- Re: Virus Alert, Greg Smith
- Re: Virus Alert, Charley Hamilton
- RE: TEDDS, Ron Hill
- Server Upgrade Scheduled this Saturday, Shafat Qazi
- Re: Virus Alert - Virus has been eraticated, MJL Engineering Ltd.
- Re: Virus Alert, Roger Turk
- Perforated Shear Wall Question, Structuralist
- Salt Lateral Bin Pressures, John Schenne
- Re: TEDDS, Scott A. Dunham, PE
- Structuralist.Net - New Spreadsheet Template: Eccentrically loaded bolt group capacity, LRFD, Structuralist
- RE: Salt Lateral Bin Pressures, Bill Polhemus
- RE: Salt Lateral Bin Pressures, Bill Polhemus
- RE: TEDDS, Structuralist
- Re: Virus Alert, vicpeng
- RE: Salt Lateral Bin Pressures, Ron Hill
- Would you like to change your sap2000 model into ACAD2000 real 3D model?, 栗正暐
- RE: TEDDS, Bill Polhemus
- "OPTIMUM" ROOF SLOPE, Roger Turk
- Re: Samples Autocad Structural Drgs?, Thys Cilliers
- Re: Botched Buildings, h . d . richardson
- Re: TEDDS, Robert Shaffer
- TEDDS, John P. Riley
- Re: Steel lintel beam, Mark Nowmos
- Re: Would you like to change your sap2000 model into ACAD2000 real 3D, A.S. Moghadam
- Re: Salt Lateral Bin Pressures, Padmanabhan Rajendran
- RE: Salt Lateral Bin Pressures, TMadlem
- RE: Anchoring in seismic zones, Wollmershauser Richard (wr)
- RE: Salt Lateral Bin Pressures, Bill Polhemus
- RE: TEDDS, Brian K. Smith
- MathCad (was TEDDS), Roger Turk
- Re: TEDDS, David B Merrick
- RE: Salt Lateral Bin Pressures, Neil Moore
- RE: Salt Lateral Bin Pressures, Padmanabhan Rajendran
- RE: Salt Lateral Bin Pressures, Lutz, James
- RE: TEDDS, Bill Polhemus
- Re: MathCad (was TEDDS), Fountain Conner
- RE: MathCad (was TEDDS), Bill Polhemus
- Engineer's Lack of Respect, Kipp . A . Martin
- Re: TEDDS, Scott A. Dunham, PE
- RE: Engineer's Lack of Respect, CDaniels
- Re: "OPTIMUM" ROOF SLOPE, sscholl2
- Design of Steel Joists, Kipp . A . Martin
- RE: Design of Steel Joists, Effland, Greg
- Re: MathCad (was TEDDS), Fountain Conner
- RE: Design of Steel Joists, Tom Allen
- RE: Engineer's Lack of Respect, Bill Polhemus
- RE: Engineer's Lack of Respect, Bill Polhemus
- RE: Engineer's Lack of Respect, Roger Turk
- RE: Salt Lateral Bin Pressures, Scott Maxwell
- Re: Salt Lateral Bin Pressures, Eric Ober
- RE: Design of Steel Joists, Foy, Warren
- RE: FRP reinforcement, Silva John (sj)
- 1997 UBC Errata, sharonb
- Re: Engineer's Lack of Respect, John P. Riley
- Re: Salt Lateral Bin Pressures, Peter James
- RE: Design of Steel Joists, Sprague, Harold O.
- Re: Would you like to change your sap2000 model into ACAD2000 real 3D model?, asfer
- RE: Engineer's Lack of Respect, Simon Solorio
- RE: Salt Lateral Bin Pressures, Ron Hill
- RE: white oak peg, Roger Davis
- Re: Would you like to change your sap2000 model into ACAD2000 real 3D model?, Rhie Yoon Bock
- RE: Design of Steel Joists, Foy, Warren
- Re: MathCad (was TEDDS), Christopher Wright
- RE: Design of Steel Joists, Matthew Stuart
- RE: TEDDS, Scott Maxwell
- RE: Design of Steel Joists, Foy, Warren
- Round Timber Construction Specs?, l_pack
- RE: MathCad (was TEDDS), Structuralist
- Re: TEDDS, John P. Riley
- Mistakes in Strength of Anchorage to Concrete - PCA, Neil Moore
- Re: Round Timber Construction Specs?, Conrad Guymon
- Re: Virus Alert, Charley Hamilton
- Re: Mistakes in Strength of Anchorage to Concrete - PCA, Gerard Madden
- Re: Mistakes in Strength of Anchorage to Concrete - PCA, Neil Moore
- Re: computer modeling of diaphragms, Paul Feather
- Re: Design of Steel Joists, Chris TSE
- Re: Mistakes in Strength of Anchorage to Concrete - PCA, Gerard Madden
- RE: MathCad (was TEDDS), Christopher Wright
- Engineer's Lack of Respect, T. Eric Gillham PE
- Re: Engineer's Lack of Respect, Juan C. Gray
- Re: RE: MathCad (was TEDDS), Tom Higgins
- Re: MathCad (was TEDDS), Charley Hamilton
- RE: Engineer's Lack of Respect, Structuralist
- Re: MathCad (was TEDDS), Tom Higgins
- Re: Engineer's Lack of Respect, Juan C. Gray
- Re: Engineer's Lack of Respect, Jim Kestner
- RE: RE: MathCad (was TEDDS), Bill Polhemus
- RE: Engineer's Lack of Respect, Bill Polhemus
- RE: MathCad (was TEDDS), Bill Polhemus
- Re: Engineer's Lack of Respect, John P. Riley
- Re: Engineer's Lack of Respect, John P. Riley
- RE: MathCad (was TEDDS), Jones, Mark A
- Re: Fatigue at Shear Connection Weld, M Hariharan/engg
- RE: MathCad (was TEDDS), Christopher Wright
- RE: Engineer's Lack of Respect, Structuralist
- RE: Engineer's Lack of Respect, Structuralist
- Re: Salt Lateral Bin Pressures, h . d . richardson
- Re: CARBON FIBER, majdi sheneib
- Re: CARBON FIBER, majdi sheneib
- RE: Engineer's Lack of Respect, Bill Polhemus
- Re: Samples Autocad Structural Drgs?, Mungoo Patrick Mwendwa
- Eccentrically Loaded Bolts, Mike Maurigi
- Re: Eccentrically Loaded Bolts, Scott A. Dunham, PE
- RE: Eccentrically Loaded Bolts, Mike Maurigi
- RE: Eccentrically Loaded Bolts, Mike Maurigi
- Re: Eccentrically Loaded Bolts, Jeff Flansburg
- Retaining wall rotation, John P. Riley
- Re: Eccentrically Loaded Bolts, Christopher Wright
- Architectural Low Rise Projects (Lateral Stability), Hyndman, Keith
- RE: Retaining wall rotation, Matthew Stuart
- Re: Retaining wall rotation, Eric Ober
- Fly ash in concrete, DWILLIAMSSEI
- RE: Retaining wall rotation, Brian K. Smith
- Instructions For Copying Long Links and URL Addresses, Structuralist
- Re: Fly ash in concrete, Conrad Guymon
- Samples Autocad Structural Drgs, sing ng
- RE: Fly ash in concrete, Roger Davis
- Instructions For Copying Long Links and, Roger Turk
- RE: Fly ash in concrete, Armijo, John J (PWCSD 184)
- Re: Magnitude 0.0 Earthquake, Roger Turk
- Re: Architectural Low Rise Projects (Lateral Stability), Keith Fix
- RE: Architectural Low Rise Projects (Lateral Stability), Bill Polhemus
- Magnitude 0.0 Earthquake, John P. Riley
- RE: Architectural Low Rise Projects (Lateral Stability), David Fisher
- Flyash, E.B.Davison, P.Eng.
- "X" Bracing, Larry Hauer
- Re: MathCad (was TEDDS), Steve Privett
- RE: Magnitude 0.0 Earthquake, Daley, John
- Re: "X" Bracing, Mark D. Anderson PE
- RE: Flyash, Frank Griffin
- RE: Fly ash in concrete, Nicholas Blackburn
- Re: Flyash, Tom Higgins
- RE: "X" Bracing, Yousefi, Ben
- Re: RE: RE: MathCad (was TEDDS), Tom Higgins
- Discontinuous shear wall load path, Sharad T. Patel
- Siesmic, Jnapd
- RE: Samples Autocad Structural Drgs?, MOHD. JALEEL. E.
- FW: Discontinuous shear wall load path, T. Eric Gillham PE
- RE: Architectural Low Rise Projects (Lateral Stability), syed faiz ahmad
- Re: Retaining wall rotation, John Schenne
- RE: MathCad (was TEDDS), Scott Maxwell
- RE: Fly ash in concrete, Scott Maxwell
- RE: MathCad (was TEDDS), Bill Polhemus
- Re: Architectural Low Rise Projects (Lateral Stability), Frank Glazewski
- Re: Architectural Low Rise Projects (Lateral Stability), Davis Parsons
- RE: Discontinuous shear wall load path, Bill Polhemus
- RE: Architectural Low Rise Projects (Lateral Stability), syed faiz ahmad
- Re: Siesmic, h . d . richardson
- RE: Architectural Low Rise Projects (Lateral Stability), Bill Polhemus
- Re: CARBON FIBER, JOSÉ EDWARD CRISTIANI
- RE: Fly ash in concrete, syed faiz ahmad
- Re: Discontinuous shear wall load path, Paul Feather
- RE: Fly ash in concrete, 栗正暐
- Re: Engineer's Lack of Respect, Rbengrguy
- Re: Architectural Low Rise Projects (Lateral Stability), Rick Burch
- Re: Engineer's Lack of Respect, syed faiz ahmad
- RE: Architectural Low Rise Projects (Lateral Stability), Christopher Wright
- RE: MathCad (was TEDDS), Christopher Wright
- Re: Architectural Low Rise Projects (Lateral Stability), John P. Riley
- RE: MathCad (was TEDDS), Bill Polhemus
- RE: MathCad (was TEDDS), Christopher Wright
- Re: "X" Bracing, ijr
- Re: Retaining wall rotation, sscholl2
- Re: "X" Bracing, sscholl2
- Re: "X" Bracing, Mlcse
- Re: "X" Bracing, sscholl2
- Macintosh S.E. CAD software?, Rhkratzse
- Group Health Insurance Plans, Structuralist
- RE: Instructions For Copying Long Links and, Structuralist
- ACI 209, ptkho
- Re: Architectural Low Rise Projects (Lateral Stability), syed faiz ahmad
- RE: Architectural Low Rise Projects (Lateral Stability), Roger Davis
- Re: Group Health Insurance Plans, David Finley
- Re: Fly ash in concrete, ACLaranjeiras
- Re: Group Health Insurance Plans, Scott Maxwell
- Looking for Info on Houston Companies, Bill Polhemus
- Re: Architectural Low Rise Projects (Lateral Stability), Keith Fix
- RE: Instructions For Copying Long Links, Roger Turk
- Re: Retaining Wall Rotation, HBAP
- RE: Macintosh S.E. CAD software?, sharonb
- Re: Macintosh S.E. CAD software?, Christopher Wright
- FW: Discontinuous shear wall load path, Martin W. Johnson
- RE: Macintosh S.E. CAD software?, Christopher Wright
- SSTC - Steel Connections: seismic applications seminar, Bob Shaw
- Collapse in Jerusalem, sharonb
- Re: Siesmic, Peter James
- Concrete sealers/coatings, JCohen
- Re: Collapse in Jerusalem, Jim Kestner
- Re: "X" Bracing, David B Merrick
- Re: Macintosh S.E. CAD software?, David Topete
- San Francisco house needs retrofit., David B Merrick
- RE: Instructions For Copying Long Links, Structuralist
- RE: MathCad (was TEDDS), Scott Maxwell
- Re: Discontinuous shear wall load path, David B Merrick
- RE: "X" Bracing, Yousefi, Ben
- RE: Architectural Low Rise Projects (Lateral Stability), Regis King
- Balcony Floor Vibration, Steve Kramer
- Concrete maintenance, AGHBAL YOUNESSE
- RE: Architectural Low Rise Projects (Lateral Stability), Regis King
- RE: Group Health Insurance Plans, Structuralist
- cut off wall in concrete transition, syed faiz ahmad
- omega at foundations, Mark Pemberton
- Re: Concrete maintenance, Nels Roselund, SE
- RE: Concrete maintenance, Cain, William
- RE: Architectural Low Rise Projects (Lateral Stability), Bill Polhemus
- Macintosh CAD software Structural, BobNiebur
- Vacation - Company Policy, James Lin
- Re: Vacation - Company Policy, Gerard Madden
- RE: Vacation - Company Policy, Mike Valley
- Re: Group Health Insurance Plans, David Finley
- Vacation - Company Policy, Roger Turk
- Re: omega at foundations, HAWNENG
- Allowable load for anchor bolts, Structure Department
- RE: Allowable load for anchor bolts, Bill Polhemus
- RE: Vacation - Company Policy, Structuralist
- RE: Group Health Insurance Plans, Structuralist
- Re: Architectural Low Rise Projects (Lateral Stability), Mark Nowmos
- Re: Vacation - Company Policy, ken kirkland
- RE: Vacation - Company Policy, Structuralist
- re: Collapse in Jerusalem, Mark Geoghegan
- RE: Allowable load for anchor bolts and PCA book., Neil Moore
- Re: Collapse in Jerusalem, a_more
- Re: Vacation - Company Policy, Roger Turk
- Re: Allowable load for anchor bolts, Nels Roselund, SE
- TEST Please Delete, Shafat Qazi
- Re: Concrete sealers/coatings, Nels Roselund, SE
- RE: Vacation - Company Policy, Structuralist
- EOR review of truss calcs, SCHFUN
- RE: EOR review of truss calcs, Structuralist
- Re: EOR review of truss calcs, Neil Moore
- Re: Macintosh S.E. CAD software?, Paul Ransom
- RE: Macintosh S.E. CAD software?, Bill Polhemus
- Re: Concrete maintenance, syed faiz ahmad
- RE: Macintosh S.E. CAD software?, Christopher Wright
- Microsafe by Microstress Corporation, Jeff Flansburg
- Re: Engineer's Lack of Respect, Rbengrguy
- GluLam Glue, Greg Smith
- Re: Microsafe by Microstress Corporation, Gil Brock
- Re: Microsafe by Microstress Corporation, Gil Brock
- RE: EOR review of truss calcs, Structuralist
- Re: GluLam Glue, Bruce Pooley
- Re: GluLam Glue, Greg Smith
- Re: EOR review of truss calcs, Neil Moore
- ICBO Membership Question, Structuralist
- Re: ICBO Membership Question, vicpeng
- Re: Balcony Floor Vibration, Eric Ober
- Yahoo! Auto Response, waelshabana
- Re: INFILL BRICK WALL, Nels Roselund, SE
- Israeli Wedding Hall Disaster, KRALIK Georg -NUCLEAR
- Structural failure? ;-) Na, Cadraftsman !
- ROOF SLOPES, Juan José Treff De la Mora
- ROOF SLOPES, Roger Turk
- RE: ROOF SLOPES, Bill Polhemus
- Re: Structural failure? ;-) Na, syed faiz ahmad
- Re: ROOF SLOPES, ADetailer
- Re: Macintosh S.E. CAD software?, Paul Ransom
- Seismic Loads on Electric Equipments, raul labbe
- Re: Structural failure? ;-) Na, C.M. Sinha/oed
- Re: Structural failure? ;-) Na, R.P. Mehrotra/engg
- Re: Seismic Loads on Electric Equipments, R.P. Mehrotra/engg
- Re: Balcony Floor Vibration, C.M. Sinha/oed
- RE: Macintosh S.E. CAD software?, Scott Maxwell
- RE: Concrete sealers/coatings, Armijo, John J (PWCSD 184)
- Snow Drift from BOCA 1978 or 1981, Hyndman, Keith
- RE: omega at foundations, Mark Pemberton
- Re: Balcony Floor Vibration, Syed Basith
- Re: Snow Drift from BOCA 1978 or 1981, John Goodman
- Steel Hopper Design, DWILLIAMSSEI
- RE: Snow Drift from BOCA 1978 or 1981, Matthew Stuart
- RE: Steel Hopper Design, BILL PULYER
- TRUSS TEXTBOOK, Juan José Treff De la Mora
- Re: Fly ash in concrete, JHilzman
- Re: TRUSS TEXTBOOK, c2
- RE: ROOF SLOPES, Cain, William
- Re: Vacation - Company Policy, Keith Fix
- Modeling Prestress Elements, Gina Gobo
- RE: Macintosh S.E. CAD software?, Bill Polhemus
- Lack of Respect..., Kipp . A . Martin
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Modeling Prestress Elements, Bill Polhemus
- Re: Discontinuous shear wall load path, Bill Lynch
- RE: Vacation - Company Policy, David Fisher
- Re: TRUSS TEXTBOOK, syed faiz ahmad
- FW: Israeli Wedding Hall Collapse Sharpens Quake Fears, Structuralist
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Vacation - Company Policy, Zatloukal, Brian J.
- RE: Vacation - Company Policy, David Fisher
- Galvanized Steel Beam?, ken kirkland
- Re: Galvanized Steel Beam?, syed faiz ahmad
- Re: Discontinuous shear wall load path, Paul Feather
- Jungle Resort, Amazonat Jungle Resort
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Vacation - Company Policy, David Fisher
- RE: Jungle Resort, Bill Polhemus
- RE: Jungle Resort, Cain, William
- Re: Jungle Resort, Neil Moore
- RE: Jungle Resort, sharonb
- Re: Vacation - Company Policy, Paul Feather
- Re: Vacation - Company Policy, Conrad Guymon
- RE: Jungle Resort, David Fisher
- RE: Vacation - Company Policy, David Fisher
- RE: Vacation - Company Policy, syed faiz ahmad
- Drift Loads Vary Boca 81,84,99 !, Hyndman, Keith
- RE: Vacation - Company Policy, Christopher Wright
- RE: Drift Loads Vary Boca 81,84,99 !, Daley, John
- RE: Jungle Resort, Bill Polhemus
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Vacation - Company Policy, Bill Polhemus
- Texas Windstorm Construction Code/Guide, Bill Polhemus
- AITC vs. NDS, Bill Polhemus
- FW: omega at foundations, T. Eric Gillham PE
- MORE ABOUT TRUSSES..., Juan José Treff De la Mora
- FW: Discontinuous shear wall load path, T. Eric Gillham PE
- RE: MORE ABOUT TRUSSES..., Cain, William
- Re: Vacation - Company Policy, Conrad Guymon
- RE: Vacation - Company Policy, David Fisher
- RE: Lima, Peru Design Info, Donna Gochenaur
- RE: Vacation - Company Policy, Structuralist
- Re: MORE ABOUT TRUSSES..., Gerard Madden
- RE: Vacation - Company Policy, George Richards, P.E.
- Bridge engineer consultant needed, Harris3803
- RE: Vacation - Company Policy, Bill Polhemus
- Was: Bridge engineer consultant needed Now: Collaboration Questions, Structuralist
- RE: Bridge engineer consultant needed Now: Collaboration Questions, Bill Polhemus
- RE: Vacation - Company Policy, Christopher Wright
- Allowable load for anchor bolts, Structure Department
- Re: Lima, Peru Design Info, Walter Sheen Paoli
- RE: Vacation - Company Policy, Structuralist
- RE: Vacation - Company Policy, Desmond Hayes
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Vacation - Company Policy, Bill Polhemus
- RE: Vacation - Company Policy, Bill Polhemus
- IMPACT, Joseph Ward
- SEISMIC BRACING, Joseph Ward
- Re: Vacation - Company Policy, Davis Parsons
- RE: Vacation - Company Policy, Bill Polhemus
- Re: Lack of Respect..., Mike Perakis
- RE: Vacation - Company Policy, Christopher Wright
- RE: MORE ABOUT TRUSSES..., Effland, Greg
- RE: Vacation - Company Policy, MKnight
- RE: Vacation - Company Policy, Christopher Wright
- RE: SEISMIC BRACING, Armijo, John J (PWCSD 184)
- ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Mauricio A. Lopez
- Re: MORE ABOUT TRUSSES..., sscholl2
- Re: SEISMIC BRACING, sscholl2
- IMPACT (not quite), Fernando S Fonseca
- RE: Vacation - Company Policy, David Fisher
- RE: Bridge engineer consultant needed Now: Collaboration Questions, Matthew Stuart
- Re: ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Brian M. McMahon
- RE: SEISMIC BRACING, Tom Allen
- RAM Advanse, YI
- Re: Urgent virus alert, Williston L. Warren, IV - S.E.
- Re: RAM Advanse, Tom Higgins
- RE: Vacation - Company Policy, Christopher Wright
- STAAD vs ..., Nora Miller
- Re: Vacation - Company Policy, Steven A.
- RE: MORE ABOUT TRUSSES..., Roger Turk
- Sap 2000 non linear pushover curve and Hazus, Paul Gortaire
- RE: Vacation - Company Policy, Sean Pedro
- RE: Texas Windstorm Construction Code/Guide, Caldwell, Stan
- Re: Samples Autocad Structural Drgs?, Thomas J Bogler
- Re: STAAD vs ..., John P. Riley
- Fw: AITC TCM vs NDS, Bruce Pooley
- Re: Jungle Resort, Amazonat Jungle Resort
- Re: STAAD vs ..., h . d . richardson
- New software for Document Management, Structuralist
- RE: ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Bill Polhemus
- STAAD, E.B.Davison, P.Eng.
- Change in Dimension Lumber Design Values, Conrad Guymon
- Re: Change in Dimension Lumber Design Values, Gerard Madden
- RE: Sap 2000 non linear pushover curve and Hazus, Mark Pemberton
- Re: Change in Dimension Lumber Design Values, h . d . richardson
- Change in Dimension Lumber Design Values, Roger Turk
- RE: Texas Windstorm Construction Code/Guide, Bill Polhemus
- Fw: Change in Dimension Lumber Design Values, Conrad Guymon
- cold formed braced frame, Mark Baker
- Re: IMPACT, Scott A. Dunham, PE
- RE: Texas Windstorm Construction Code/Guide, Caldwell, Stan
- Public discussion of proposed revisions to ACI 318-99, Scott . Maxwell
- RE: ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Bill Polhemus
- RAM software, Mark Mercer
- RE: Change in Dimension Lumber Design Values, sharonb
- RE: Texas Windstorm Construction Code/Guide, Brian K. Smith
- RE: RAM software, Mark E. Deardorff
- RE: Vacation - Company Policy, Keith Fix
- RE: RAM software, sharonb
- Sean Pedro's Attack, Caldwell, Stan
- Change in Dimension Lumber Design Values, Roger Turk
- RE: STAAD vs ..., Ron Hill
- RE: STAAD vs ..., Bill Polhemus
- Re: RAM software, Dan Goodrich
- RE: Change in Dimension Lumber Design Values, Bill Polhemus
- Seismic questions, ken kirkland
- Re: Jungle Resort, Amazonat Jungle Resort
- RISA, Ed . Haninger
- Re: cold formed braced frame, Rick . Drake
- RE: STAAD vs ..., Lutz, James
- Re: New software for Document Management, Structuralist
- Re: STAAD, Syed Basith
- Porch Concrete Cracking, Gerard Madden
- RE: Seismic questions, Nicholas Blackburn
- Re: Sean Pedro's Attack, Sean Pedro
- RE: RAM software, Bill Polhemus
- RE: Sean Pedro's Attack, Bill Polhemus
- RE: Porch Concrete Cracking, Bill Polhemus
- e-mail shorthand, Scott A. Dunham, PE
- Re: e-mail shorthand, Jake Watson
- Re: RAM software, Keith Fix
- Re: Sean Pedro's Attack, chuckuc
- RE: RAM software, Mark E. Deardorff
- RE: STAAD vs ..., Scott Maxwell
- Re: Samples Autocad Structural Drgs?, C.M. Sinha/oed
- Re: RE: Porch Concrete Cracking, Rhkratzse
- RE: RE: Porch Concrete Cracking, Bill Polhemus
- Re: Porch Concrete Cracking, Conrad Guymon
- Re: Change in Dimension Lumber Design Values, Conrad Guymon
- Re: Sean Pedro's Attack, John P. Riley
- Creosote timber, Peieng5590
- Residential Fee Range (Was Porch Conc. Cracking), David Finley
- Staad, Ing. Douglas Velasquez
- Change in Dimension Lumber Design Values, awcinfo
- Re: Israeli Wedding Hall Collapse Sharpens Quake Fears, Fountain Conner
- Jungle Resort, awcinfo
- Re: Change in Dimension Lumber Design Values, Conrad Guymon
- RE: Residential Fee Range (Was Porch Conc. Cracking), Bill Polhemus
- RE: Creosote timber, Scott C. Bernard
- AITC vs. NDS, awcinfo
- RISA, E.B.Davison, P.Eng.
- Re: ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Brian M. McMahon
- Change in Dimension Lumber Design Values, Roger Turk
- Re: Residential Fee Range (Was Porch Conc. Cracking), Fountain Conner
- Re: Change in Dimension Lumber Design Va, Roger Turk
- Re: cold formed braced frame, Mark Baker
- let's get creative, W. Gray Hodge
- RE: let's get creative, Bill Polhemus
- RE: let's get creative, Daley, John
- RE: Residential Fee Range, Mark Pemberton
- Re: let's get creative, Davis Parsons
- Plug Welding Anchor Bolts and Rebar to End Plates, Matthew Stuart
- RE: Sean Pedro's Attack, Vincenzo_Valerio
- Re: let's get creative, h . d . richardson
- let's get creative, Roger Turk
- RE: Plug Welding Anchor Bolts and Rebar to End Plates, Balmer James
- RE: Sean Pedro's Attack, Bill Polhemus
- History Buffs (Waayyy off topic), Dave Adams
- RE: History Buffs (Waayyy off topic), Rob Polcyn
- Re: cold formed braced frame, Rick . Drake
- Re: History Buffs (Waayyy off topic), Davis Parsons
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- RE: Sean Pedro's Attack, David Fisher
- RE: History Buffs (Waayyy off topic), Eric Green
- HAND RAIL LOADS, Joseph Ward
- RE: History Buffs (Waayyy off topic), Caldwell, Stan
- RE: let's get creative, Nicholas Blackburn
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- TEXAS STUFF: Recent Legislative Action, Bill Polhemus
- CE news may 2001, thom(--nospam--at)onlinepcg
- RE: History Buffs (Waayyy off topic), Nicholas Blackburn
- RE: History Buffs (Waayyy off topic), Jonathan Mallard
- Re: Residential Fee Range, Steve Privett
- Re: cold formed braced frame, Mark Baker
- Re: Residential Fee Range (Was Porch Conc. Cracking), John P. Riley
- RE: History Buffs (Waayyy off topic), sharonb
- RE: Residential Fee Range (Was Porch Conc. Cracking), Paul Crocker
- Re: Residential Fee Range (Was Porch Conc. Cracking), Jeff Flansburg
- Re: cold formed braced frame, Rick . Drake
- RE: TEXAS STUFF: Recent Legislative Action, Caldwell, Stan
- RE: Residential Fee Range (Was Porch Con, Roger Turk
- Re: Porch Concrete Cracking, syed faiz ahmad
- Re: cold formed braced frame, Mark Baker
- [no subject], ³ë»óÈÆ_´ë¸®
- RE: History Buffs (Waayyy off topic), Dave Adams
- RE: Residential Fee Range (Was Porch Conc. Cracking), Structuralist
- Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- Re: Cutoff Wall In Concrete Transition, Gerard Madden
- RE: let's get creative, Structuralist
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- Re: let's get creative, Greg Smith
- RE: let's get creative, Bill Polhemus
- Re: History Buffs (Waayyy off topic), Drew A. Norman, SE
- WOOD CONNECTOR: Prying Force, Bill Polhemus
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- Cutoff Wall In Concrete Transition, Roger Turk
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: Cutoff Wall In Concrete Transition, Bill Polhemus
- Re: let's get creative, Rhkratzse
- Re: Sean Pedro's Attack, Rhkratzse
- Re: Sean Pedro's Attack, Rhkratzse
- Milestone Appreciation, Structuralist
- Re: History Buffs (Waayyy off topic), HAWNENG
- Re: Cutoff Wall In Concrete Transition, Gerard Madden
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- [no subject], Arturo Rios
- Re: Cutoff Wall In Concrete Transition, R.P. Mehrotra/engg
- New OSHA rules for steel erection, Eric Ober
- RE: Residential Fee Range (Was Porch Conc. Cracking), Rob Polcyn
- Re: WOOD CONNECTOR: Prying Force, Brian M. McMahon
- Re: Cutoff Wall In Concrete Transition, David Finley
- RE: New OSHA rules for steel erection, Tom Allen
- RE: Cutoff Wall In Concrete Transition, Jack Creviston
- RE: WOOD CONNECTOR: Prying Force, Roger Davis
- Re: Sean Pedro's Attack, Christopher Wright
- RE: Sean Pedro's Attack, David Fisher
- RE: WOOD CONNECTOR: Prying Force, Bill Polhemus
- RE: Sean Pedro's Attack, Bill Polhemus
- RE: Sean Pedro's Attack, David Fisher
- Re: VIRUS WARNING!!!, Neil Moore
- Re: New OSHA rules for steel erection, Drew A. Norman, SE
- RE: VIRUS WARNING!!!, Rob Polcyn
- RE: VIRUS WARNING!!!, Jack Creviston
- RE: Sean Pedro's Attack, Bill Polhemus
- Leaving, Nora Miller
- Re: VIRUS WARNING!!!, Mark Florence
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- RE: History Buffs (Waayyy off topic), Caldwell, Stan
- RE: New OSHA rules for steel erection, Effland, Greg
- Request to remove my email from seaint please, ALI NGAB
- RE: Sean Pedro's Attack, Christopher Wright
- RE: VIRUS WARNING!!!, Bill Polhemus
- Tilt up Fee, Jesse D. Moore
- RE: New OSHA rules for steel erection, Roger Davis
- RE: Sean Pedro's Attack, David Fisher
- RE: History Buffs (Waayyy off topic), Caldwell, Stan
- RE: Tilt up Fee, David Fisher
- RE: Sean Pedro's Attack, sharonb
- RE: New OSHA rules for steel erection, Roger Davis
- Re: Tilt up Fee, sscholl2
- remove me from the e-mail list, Wataru Morita
- Re: VIRUS WARNING!!!, John P. Riley
- Re: Cutoff Wall In Concrete Transition, John P. Riley
- RE: Porch Concrete Cracking, Cain, William
- Re: Leaving, Steven A.
- RE: Porch Concrete Cracking, Gerard Madden
- RE: Leaving, Paul Crocker
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- WOOD CONNECTOR: Prying Force, awcinfo
- New OSHA rules for steel erection, Roger Turk
- RE: Tilt up Fee, Gerard Madden
- RE: Sean Pedro's Attack, David Fisher
- RE: Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: Porch Concrete Cracking, Cain, William
- Re: WOOD CONNECTOR: Prying Force, Chris TSE
- SULFNBK.EXE hoax, Roger Turk
- Masonry Chronicles, Matt Sutton
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: Porch Concrete Cracking, Bill Polhemus
- RE: History Buffs (Waayyy off topic), Bill Polhemus
- RE: Porch Concrete Cracking, Bill Polhemus
- Re: WOOD CONNECTOR: Prying Force, Roger Turk
- Re: Sean Pedro's Attack, c2
- RE: Sean Pedro's Attack, David Fisher
- Re: Masonry Chronicles, Gerard Madden
- Bomb Shelter, syed faiz ahmad
- RE: Sean Pedro's Attack, Bill Polhemus
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: Sean Pedro's Attack, Bill Polhemus
- wood truss diaphragm, RainCat1
- Seismology Committee, valentin shustov
- Re: Masonry Chronicles, syed faiz ahmad
- Re: History Buffs (Waayyy off topic), c2
- Re: Request to remove my email from seaint please, Nora Miller
- Re: Tilt up Fee, John P. Riley
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- RE: History Buffs (Waayyy off topic), Caldwell, Stan
- Re: Cutoff Wall In Concrete Transition, Roger Turk
- Re: Tilt up Fee, Fountain Conner
- Re: Cutoff Wall In Concrete Transition, Roger Turk
- Re: Leaving, Nora Miller
- Re: Cutoff Wall In Concrete Transition, syed faiz ahmad
- Re: Seismology Committee, syed faiz ahmad
- Re: History Buffs (Waayyy off topic), Christopher Wright
- Styrofoam Panel, Roger Turk
- Re: Styrofoam Panel, David B Merrick
- RE: Styrofoam Panel, Mark Pemberton
- Seismic Provisions 97-OCBF(ASD), Joseph Harouni
- Re: wood truss diaphragm, Conrad Guymon
- RE: Styrofoam Panel, Rex Donahey
- Re: Request to remove my email from seaint please, Nels Roselund, SE
- Footbridges, Stuart Lewis
- RE: Bomb Shelter, Cain, William
- Re: Bomb Shelter, Forrest Braun
- Re: Seismic Provisions 97-OCBF(ASD), Mlcse
- Re: History Buffs (Waayyy off topic), c2
- Re: wood truss diaphragm, Chris TSE
- TEXAS Legislature Passes SB365 Adopting International Residential Code, Bill Polhemus
- Knock out panel, Chris TSE
- Re: Masonry Chronicles, Chris TSE
- Re: Knock out panel, Gerard Madden
- What Is The Material Spec For "Lag Screw"?, Bill Polhemus
- Re: Knock out panel, Paul Feather
- Re: What Is The Material Spec For "Lag Screw"?, Mark D. Anderson PE
- RE: What Is The Material Spec For "Lag Screw"?, CDaniels
- RE: What Is The Material Spec For "Lag Screw"?, Bill Polhemus
- RE: What Is The Material Spec For "Lag Screw"?, Bill Polhemus
- RE: What Is The Material Spec For "Lag Screw"?, Bill Polhemus
- Re: What Is The Material Spec For "Lag Screw"?, Forrest Braun
- RE: What Is The Material Spec For "Lag S, Roger Turk
- RE: What Is The Material Spec For "Lag Screw"?, CDaniels
- RE: What Is The Material Spec For "Lag Screw"?, CDaniels
- Re: What Is The Material Spec For "Lag Screw"?, Bruce Pooley
- Re: Knock out panel, syed faiz ahmad
- RE: Bomb Shelter, syed faiz ahmad
- Re: Bomb Shelter, syed faiz ahmad
- Re: Bomb Shelter, Forrest Braun
- Re: Bomb Shelter, valentin shustov
- Re: Bomb Shelter, syed faiz ahmad
- Re: What Is The Material Spec For "Lag Screw"?, chuckuc
- Re: What Is The Material Spec For "Lag Screw"?, Nels Roselund, SE
- Re: What Is The Material Spec For "Lag Screw"?, Nels Roselund, SE
- RE: Styrofoam Panel, Structuralist
- RE: Styrofoam Panel, Structuralist
- RE: Residential Fee Range (Was Porch Conc. Cracking), Structuralist
- Styrofoam, HBAP
- Styrofoam correction, HBAP
- What Is The Material Spec For "Lag Screw"?, Williston L. Warren, IV - S.E.
- RE: What Is The Material Spec For "Lag Screw"?, Structuralist
- InoculateIT ends free promotion, Structuralist
- RE: InoculateIT ends free promotion, Bill Polhemus
- RE: What Is The Material Spec For "Lag Screw"?, Keith Fix
- Solution For Those Who Are Dead-Set AGAINST A Tax Cut, Bill Polhemus
- test (delete), Susan Clinter
- Employment opportunity, Susan Clinter
- RE: Employment opportunity, Bill Polhemus
- What Is The Material Spec For "Lag Screw"?, Williston L. Warren, IV - S.E.
- Restricted Material on This Site, h . d . richardson
- Re: Sean Pedro's Attack, John P. Riley
- Re: History Buffs (Waayyy off topic), John P. Riley
- Re: Employment opportunity, Gary Harris
- RE: Styrofoam Panel, Roland Bokma
- RE: Sean Pedro's Attack, David Fisher
- RE: Restricted Material on This Site, Bill Polhemus
- RE: Sean Pedro's Attack, Bill Polhemus
- RE: Sean Pedro's Attack, David Fisher
- RE: What Is The Material Spec For "Lag Screw"?, Roger Davis
- RE: What Is The Material Spec For "Lag Screw"?, Bill Polhemus
- RE: Sean Pedro's Attack, Bill Polhemus
- Proprietary Catwalk System?, Hyndman, Keith
- Re: Proprietary Catwalk System?, Drew A. Norman, SE
- Re: Proprietary Catwalk System?, Neil Moore
- Membrane Waterproofing, Jim Kestner
- RE: Government Service WAS: Sean Pedro's Attack, David Fisher
- RE: Membrane Waterproofing, Roger Davis
- compression test, José Sebastian Vallejo Herrera
- Re: History Buffs (Waayyy off topic), c2
- Link in Columns, Joseph Harouni
- RE: History Buffs (Waayyy off topic), Matthew Stuart
- RE: History Buffs (Waayyy off topic), Effland, Greg
- Re: History Buffs (Waayyy off topic), Dan Goodrich
- RE: History Buffs (Waayyy off topic), Francois Rambau
- Re: Government Service WAS: Sean Pedro's Attack, sscholl2
- RE: Government Service WAS: Sean Pedro's Attack, Jones, Mark A
- Re: Membrane Waterproofing, syed faiz ahmad
- Computer program for Section property, Ed Latthitham
- Re: compression test, syed faiz ahmad
- Re: History Buffs (Waayyy off topic), c2
- Re: Government Service WAS: Sean Pedro's Attack, syed faiz ahmad
- Re: Link in Columns, Paul Feather
- Bulking Factor for Light Weight Concrete, syed faiz ahmad
- Re: Restricted Material on This Site, syed faiz ahmad
- Re: Styrofoam Panel, Roger Turk
- Concrete Deck Tendon Repair, sharonb
- TriNet EQ Emergency Management Presentation 6/14, Becker, Rick
- Golf Course Bridge, T. Eric Gillham PE
- Re: Golf Course Bridge, Neil Moore
- Re: Computer program for Section property, Jeng-Wei Li
- Re: Golf Course Bridge, Paul Feather
- RE: Link in Columns, Joseph Harouni
- Re: Link in Columns, Paul Feather
- RE: Membrane Waterproofing, vlad
- RE: Golf Course Bridge, Bill Polhemus
- Re: Balcony Floor Vibration, Chris Willcox
- Re: Change in Dimension Lumber Design Values, Chris Willcox
- Re: Concrete Deck Tendon Repair, syed faiz ahmad
- Re: Golf Course Bridge, syed faiz ahmad
- Re: Golf Course Bridge, Brian M. McMahon
- RE: Golf Course Bridge, Bill Polhemus
- RE: Golf Course Bridge, Jonathan Mallard
- Subject: Concrete Deck Tendon Repair, Mark Geoghegan
- Concrete Deck Tendon Repair, Mark Geoghegan
- Wall board, thom(--nospam--at)onlinepcg
- RE: Golf Course Bridge, Bill Polhemus
- RE: Golf Course Bridge, Bill Polhemus
- Re: Link in Columns, Conrad Guymon, P.E.
- RE: Link in Columns, Bill Polhemus
- RE: Golf Course Bridge, Scott Maxwell
- RE: Subject: Concrete Deck Tendon Repair, sharonb
- Re: Balcony Floor Vibration, Christopher Wright
- Re: Golf Course Bridge, Brian M. McMahon
- floor vibration - online chat with Tom Murray, Scott Melnick
- Fire Damaged Brick Chimneys, mkrakower
- RE: Golf Course Bridge, Cain, William
- Re: Balcony Floor Vibration, Dan Goodrich
- RE: Fire Damaged Brick Chimneys, Cain, William
- Re: Subject: Concrete Deck Tendon Repair, Dan Goodrich
- CAD Paper, Gerard Madden
- RE: Subject: Concrete Deck Tendon Repair, sharonb
- RE: Golf Course Bridge, ken kirkland
- HIGH TANK, Juan José Treff De la Mora
- Re: CAD Paper, Conrad Guymon, P.E.
- Re: CAD Paper, Conrad Guymon, P.E.
- RE: HIGH TANK, Cain, William
- RE: Golf Course Bridge, syed faiz ahmad
- RE: Golf Course Bridge, Effland, Greg
- RE: HIGH TANK, Effland, Greg
- RE: Golf Course Bridge, Roger Turk
- RE: HIGH TANK, Lutz, James
- RE: Golf Course Bridge, Effland, Greg
- RE: Golf Course Bridge, syed faiz ahmad
- RE: HIGH TANK, Juan José Treff De la Mora
- RE: Golf Course Bridge, Bill Polhemus
- RE: HIGH TANK, Juan José Treff De la Mora
- Use of Collar Ties in Light Frame Wood Construction, Structuralist
- RE: OVERHEAD HIGH TANK, Syed Basith
- RE: Golf Course Bridge, Scott C. Bernard
- Re: HIGH TANK, ingdvela
- Re: Request to remove my email from seaint please, AL SALTO
- RE: HIGH TANK, Francisco Diego
- Re: Use of Collar Ties in Light Frame Wood Construction, chuckuc
- Re: Use of Collar Ties in Light Frame Wood Construction, Conrad Guymon, P.E.
- FW: HIGH TANK, Cain, William
- RE: Use of Collar Ties in Light Frame Wood Construction, Structuralist
- RE: Use of Collar Ties in Light Frame Wood Construction, Structuralist
- Re: Use of Collar Ties in Light Frame Wood Construction, Conrad Guymon, P.E.
- Re: Use of Collar Ties in Light Frame Wood Construction, Samir Ghosn
- LARUCP Special Inspection Procedures/ Forms Available, Becker, Rick
- RE: Use of Collar Ties in Light Frame Wo, Roger Turk
- RE: Golf Course Bridge, syed faiz ahmad
- Structural Engineering Opening, Sunil Gupta
- RE: Golf Course Bridge, syed faiz ahmad
- Re: Use of Collar Ties in Light Frame Wood Construction, Steve Privett
- Re: Request to remove my email from seaint please, syed faiz ahmad
- RE: Golf Course Bridge, Bill Polhemus
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- Re: Structural Engineering Opening, Syed Basith
- RE: Use of Collar Ties in Light Frame Wood Construction, Structuralist
- RE: Use of Collar Ties in Light Frame Wood Construction, Structuralist
- RE: Use of Collar Ties in Light Frame Wo, Charles Espenlaub
- Re: Golf Course Bridge, Juan C. Gray
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- RC floor system vibration evaluation, Jeng-Wei Li
- RE: Golf Course Bridge, Fredericks, Douglas/SAC
- Re: Fire Damaged Brick Chimneys, Nels Roselund, SE
- Fire Damaged Brick Chimneys, Roger Turk
- Re: Use of Collar Ties in Light Frame Wo, Nels Roselund, SE
- Golf Course Bridge, T. Eric Gillham PE
- FW: Golf Course Bridge, T. Eric Gillham PE
- Re: Use of Collar Ties in Light Frame Wo, John P. Riley
- Re: Use of Collar Ties in Light Frame Wood Construction, Chris TSE
- Re: Fire Damaged Brick Chimneys, Steven A.
- RE: Use of Collar Ties in Light Frame Wood Construction, Structuralist
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- RE: Use of Collar Ties in Light Frame Wo, Charles Espenlaub
- RE: Plug Welding Anchor Bolts and Rebar to End Plates, Sherman, William
- ACI Code requirement: ties at steel column pedestal, Keith Fix
- microsoft outlook question, David Adie
- RE: microsoft outlook question, Bill Polhemus
- RE: Use of Collar Ties in Light Frame Wo, Roger Turk
- RE: microsoft outlook question, MKnight
- ACI Code requirement: ties at steel colu, Roger Turk
- Re: ACI Code requirement: ties at steel colu, Keith Fix
- Bridge Bent Cap Design Programs, Teresa Dellies
- Test, Jonathan Mallard
- Golf Course Bridge, Todd W. Erickson
- RE: Bridge Bent Cap Design Programs, Speck, Todd M
- RE: microsoft outlook question, Mark E. Deardorff
- RE: Bridge Bent Cap Design Programs, Bill Polhemus
- Fire Damaged Brick Chimneys, mkrakower
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- RE: Bridge Bent Cap Design Programs, Chris Minichiello
- Re: ACI Code requirement: ties at steel, Roger Turk
- Re: ACI Code requirement: ties at steel, Keith Fix
- Fire Damaged Brick Chimneys, Roger Turk
- Re: Golf Course Bridge, syed faiz ahmad
- bridge questions, David Adie
- Re: Bridge Bent Cap Design Programs, David Finley
- RE: ACI Code requirement: ties at steel column pedestal, Hyndman, Keith
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- Hollow Clay Tile Arched Floors, mkrakower
- Re: ACI Code requirement: ties at steel, Scott Maxwell
- Re: Fire Damaged Brick Chimneys, Steven A.
- Tank Support Seismic Design, YI
- RE: Use of Collar Ties in Light Frame Wo, Roger Turk
- Re: Tank Support Seismic Design, Samir Ghosn
- Re: ACI Code requirement: ties at steel, Tom . Hunt
- Snow load in combination with seismic., Bill Marczewski
- RE: Snow load in combination with seismic., Tom Allen
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- RE: Snow load in combination with seismic., Scott, William N.
- Re: Tank Support Seismic Design, syed faiz ahmad
- RE: Snow load in combination with seismic., Charles Espenlaub
- Re: Snow load in combination with seismic., Conrad Guymon, P.E.
- RE: Snow load in combination with seismic., Mike Valley
- RE: Snow load in combination with seismic., Sherman, William
- Re: ACI Code requirement: ties at steel, syed faiz ahmad
- Why mime?, Sherman, William
- please take me out of the list serve!, Basak BERKER
- vibrations in a metal stair, Daniel Kuemmerle
- Re: Snow load in combination with seismic., Forrest Braun
- RE: Tank Support Seismic Design, Ron Hill
- RE: Tank Support Seismic Design, YI
- Re: Snow load in combination with seismic., Randy Vogelgesang
- RE: Tank Support Seismic Design, Samir Ghosn
- Re: Balcony Floor Vibration, Efren Allan Yango
- RE: please take me out of the list serve!, Structuralist
- RE: please take me out of the list serve!, Bill Polhemus
- RE: Why mime?, Bill Polhemus
- RE: Tank Support Seismic Design, YI
- RE: Use of Collar Ties in Light Frame Wo, Roger Turk
- Re: CAD Paper, Keith De Lapp
- Re: Use of Collar Ties in Light Frame Wo, Steve Privett
- Re: Use of Collar Ties in Light Frame Wo, r nester
- RE: Tank Support Seismic Design, Ron Hill
- RE: Tank Support Seismic Design, Ron Hill
- Re: ACI Code requirement: ties at steel, Keith Fix
- Re: ACI Code requirement: ties at steel, Paul Feather
- Re: Snow load in combination with seismic., Rhkratzse
- Re: ACI Code requirement: ties at steel column pedestal, Steven A.
- RE: Use of Collar Ties in Light Frame Wo, Structuralist
- Re: Snow load in combination with seismi, Roger Turk
- Re: Snow load in combination with seismic., William Nelson
- RE: Snow load in combination with seismic., Steve Bigham
- LARUCP Str. Obs. Prog./ Designation of Structural Observer, Becker, Rick
- [no subject], Kipp . A . Martin
- UBC 97 Table 16-H, John P. Riley
- Re: UBC 97 Table 16-H, Paul Feather
- Re: Bridge Bent Cap Design Programs, Nora Miller
- Plate Washers, Nicholas Blackburn
- RE: UBC 97 Table 16-H, Johnny Drozdek
- RE: Bridge Bent Cap Design Programs, Bill Polhemus
- RE: Snow load in combination with seismic, Mike Valley
- RE: Plate Washers, Effland, Greg
- Re: Plate Washers, Dan Goodrich
- RE: Plate Washers, Nicholas Blackburn
- RE: Snow load in combination with seismic, jwatson
- Tilt Up systems, Walter Sheen
- Re: Tilt Up systems, Gerard Madden
- Interpolation, ken kirkland
- column detailing, Evan Mizue
- Re: Tilt Up systems, Scott A. Dunham, PE
- Re: Tilt Up systems, Walter Sheen
- RE: Interpolation, Pat Symons
- Re: Tilt Up systems, Gerard Madden
- Re: Tilt Up systems, Walter Sheen
- Re: Tilt Up systems, Forrest Braun
- Re: Tilt Up systems, Paul Feather
- Re: Interpolation, syed faiz ahmad
- FW: column detailing, T. Eric Gillham PE
- Re: Snow load in combination with seismic., Randy Vogelgesang
- Re: LARUCP Str. Obs. Prog./ Designation of Structural Observer, Mark Baker
- Re: Tilt Up systems, Chris TSE
- Knock out panel, Chris TSE
- Re: Snow load in combination with seismic., Gil Brock
- Re: Use of Collar Ties in Light Frame Wo, r nester
- Re: Tilt Up systems, Dave M. Martin
- Re: LARUCP Str. Obs. Prog./ Designation of Structural Observer, Scott Maxwell
- Interpolation, Roger Turk
- Re: Tilt Up systems, Neil Moore
- Re: Tilt Up systems, Walter Sheen
- Re: Interpolation, Vance Grover
- Re: Tilt Up systems, Walter Sheen
- Tilt-Up, HBAP
- Re: Tilt Up systems, Neil Moore
- RE: Tilt Up systems, Caldwell, Stan
- Engineering Salaries in Europe, Caldwell, Stan
- Re: Tilt-Up, Gerard Madden
- Re: Tilt Up systems, Paul Feather
- Re: Tilt Up systems, Walter Sheen
- Re: Tilt-Up, Walter Sheen
- RE: Tilt-Up, Tom Allen
- 1999 SBC Wind Provisions, David Chan
- RE: Engineering Salaries in Europe, Bill Polhemus
- Re: Tilt-Up, Gerard Madden
- RE: 1999 SBC Wind Provisions, Charles Espenlaub
- RE: 1999 SBC Wind Provisions, Bill Polhemus
- RE: 1999 SBC Wind Provisions, David Chan
- Broken Tendons, John Dreger
- RE: 1999 SBC Wind Provisions, Bill Polhemus
- RE: Use of Collar Ties..... Thank You, Structuralist
- ACI 318 - request for comments for improvements, Scott . Maxwell
- Re: ACI 318 - request for comments for improvements, Gerard Madden
- RE: ACI 318 - request for comments for improvements, Glen . Pappas
- RE: ACI 318 - request for comments for improvements, Scott Maxwell
- RE: ACI 318 - request for comments for improvements, Gerard Madden
- ACI 318 - request for comments for improvements, Davis Parsons
- F1554 Weldability, Paul Feather
- RE: F1554 Weldability, Adair, Joel
- RE: ACI 318 - request for comments for improvements, Lutz, James
- Re: ACI 318 - request for comments for improvements, Conrad Guymon, P.E.
- Re: ACI 318 - request for comments for improvements, Conrad Guymon, P.E.
- Deck Callout, LascolaJJ
- F1554 Weldability, Tom . Hunt
- Re: F1554 Weldability, David Sharp
- Re: Broken Tendons, syed faiz ahmad
- Re: ACI 318 - request for comments for improvements, Dan Goodrich
- Re: ACI 318 - request for comments for improvements, Scott Maxwell
- Re: ACI 318 - request for comments for improvements, Scott Maxwell
- Re: ACI 318 - request for comments for improvements, Nels Roselund, SE
- Re: ACI 318 - request for comments for improvements, Scott Maxwell
- Re: ACI 318 - request for comments for improvements, Nels Roselund, SE
- Re: ACI 318 - request for comments for improvements, Mark Nowmos
- Announcing Code Administration Forum - Structuralist.Net, Structuralist
- Glub! Glub! (Houston area pretty much under water), Bill Polhemus
- RE: Glub! Glub! (Houston area pretty much under water), Ron Hill
- RE: Interpolation, ken kirkland
- Re: Glub! Glub! (Houston area pretty much under water), sscholl2
- Re: ACI 318 - request for comments for improvements, sscholl2
- Re: ACI 318 - request for comments for improvements, Scott A. Dunham, PE
- RE: Glub! Glub! (Houston area pretty much under water), Bill Polhemus
- Re: ACI 318 - request for comments for improvements, Rick Burch
- Re: Glub! Glub! (Houston area pretty much under water), Davis Parsons
- RE: ACI 318 - request for comments for improvements, Bill Polhemus
- RE: Glub! Glub! (Houston area pretty much under water), Bill Polhemus
- Re: ACI 318 - request for comments for improvements, Scott A. Dunham, PE
- Re: ACI 318 - request for comments for improvements, Paul Feather
- Re: Glub! Glub! (Houston area pretty much under water), Greg Smith
- Re: ACI 318 - request for comments for improvements, Scott Maxwell
- Re: ACI 318 - request for comments for improvements, Rick Burch
- Re: ACI 318 - request for comments for improvements, Paul Feather
- RE: Glub! Glub! (Houston area pretty much under water), vlad
- Re: Deck Callout, Davis Parsons
- Re: ACI 318 - request for comments for improvements, sscholl2
- Time check, John P. Riley
- RE: Time check, Kirk Hodge
- Re: ACI 318 - request for comments for improvements, Scott Maxwell
- Re: Time check, r nester
- RE: Time check, Bill Polhemus
- Re: Time check, JCohen
- Re: Deck Callout, h . d . richardson
- RE: Time check, Williston L. Warren, IV - S.E.
- RE: Engineering Salaries in Europe, David Fisher
- RE: Time check, Mark E. Deardorff
- Re: Time check, D.A.
- Re: Deck Callout, h . d . richardson
- RE: Time check, Structuralist
- check time, D.A.
- Re: Broken Tendons, Mark Geoghegan
- Subject: Concrete Deck Tendon Repair, Mark Geoghegan
- Pedestrian bridge vibration and strengthening, Benz non
- Aramid bars, a a
- Fraudulent email, JCohen
- Re: Time check, Conrad Guymon, P.E.
- Online chat, Charlie Carter
- Re: ACI 318 - request for comments for improvements, Scott A. Dunham, PE
- Re: Use of Collar Ties..... Thank You, JEFF CORONADO
- RE: Tank Support Seismic Design, Dave Adams
- RE: Time check, Tom . Hunt
- Fees, Matthew Stuart
- RE: Fees, David Fisher
- Re: Pedestrian bridge vibration and strengthening, Dan Goodrich
- FEMA 273 and SAP2000, ORTEGA LOPEZ JORGE RAMIRO
- Re: ACI 318 - request for comments for improvements, Keith Fix
- remove, Amazonat Jungle Resort
- Sap2000 response, Mark Pemberton
- Re: Responses of Military Significance, syed faiz ahmad
- remove, Arturo Rios
- Was: Use of Collar Ties..... Thank You NOW: Who pays to explain the mystery?, Structuralist
- Re: ACI 318 - request for comments for improvements, Ed . Haninger
- RE: Use of Collar Ties..... Thank You NOW: Who pays to explain t he mystery?, George Richards, P.E.
- RE: Tilt Up systems, vlad
- Re: Fraudulent email, Rhkratzse
- Re: ACI 318 - request for comments for improvements, Keith Fix
- RE: Use of Collar Ties..... Thank You NOW: Who pays to explain the mystery?, Structuralist
- Structuralist.Net - New Spreadsheet for download, Structuralist
- Means and Methods, Michael Zaitz
- RE: Means and Methods, David Fisher
- Steel Diamond Plate, Randy Diviney
- Re: Steel Diamond Plate, Padmanabhan Rajendran
- RE: Means and Methods, Roger Davis
- Re: Means and Methods, Shashi Bhakta
- TIME CHECK, Gerry Michney
- Houston Flooding, Caldwell, Stan
- RE: Time Check, Caldwell, Stan
- RE: Houston Flooding, Bill Polhemus
- RE: Houston Flooding, Ron Hill
- Houston Flooding, Roger Turk
- FEMA 310 - Checklists, Dan Goodrich
- RE: FEMA 310 - Checklists, Bill Polhemus
- RE: Time Check, Structuralist
- RE: Time Check, Bill Polhemus
- Re: FEMA 310 - Checklists, Forrest Braun
- RE: Time Check, Rob Polcyn
- Technical Resources for Structural Engineers, Overton Green
- Mega Library Online, H Boge
- RE: Mega Library Online, Mitchell J. Sklar
- Seismology Committee Charging for Opinions, Gerard Madden
- Re: Mega Library Online, Gerard Madden
- RE: Time Check, Armijo, John J (PWCSD 184)
- RE: Time Check, Roger Turk
- Concrete Bridges, C M IQBAL
- RE: Time Check, Gerard Madden
- RE: Time Check, Structuralist
- STANDARD PRACTICE, Juan José Treff De la Mora
- Re: Technical Resources for Structural Engineers, David Finley
- RE: Time Check, Bill Polhemus
- RE: Mega Library Online, Structuralist
- RE: STANDARD PRACTICE, Paul Crocker
- Re: STANDARD PRACTICE, Paul Feather
- What Exposure to use?, Structuralist
- Re: STANDARD PRACTICE, Davis Parsons
- Re: STANDARD PRACTICE, Gerard Madden
- TEST, Juan C. Gray
- RE: What Exposure to use?, Structuralist
- Re: What Exposure to use?, Mark D. Anderson PE
- RE: What Exposure to use?, Todd Hill
- RE: What Exposure to use?, Bill Polhemus
- RE: STANDARD PRACTICE, Mark Pemberton
- Re: What Exposure to use?, Dan Goodrich
- RE: What Exposure to use?, Structuralist
- RE: What Exposure to use?, Mark E. Deardorff
- Re: What Exposure to use?, Paul Feather
- Re: STANDARD PRACTICE, h . d . richardson
- RE: STANDARD PRACTICE, Jeff Chacon
- RE: What Exposure to use?, Jeff Smith
- Re: What Exposure to use?, Paul Feather
- RE: What Exposure to use?, Roger Turk
- special bricks, José Sebastian Vallejo Herrera
- RE: What Exposure to use?, Bill Polhemus
- RE: What Exposure to use?, Bill Polhemus
- RE: What Exposure to use?, Bill Polhemus
- RE: What Exposure to use?, Jeff Smith
- Re: Means and Methods, Nels Roselund, SE
- Re: Time Check, sscholl2
- RE: What Exposure to use?, Scott Maxwell
- Re: STANDARD PRACTICE, Scott Maxwell
- RE: What Exposure to use?, Structuralist
- RE: What Exposure to use?, Structuralist
- RE: What Exposure to use?, Neil Moore
- RE: What Exposure to use?, Structuralist
- RE: What Exposure to use?, Structuralist
- Re: Means and Methods, sscholl2
- Spreadsheet Tutorial - developing Flow charts to write Nested Conditional "IF" Functions, Structuralist
- RE: seaint Digest for 11 Jun 2001, Murphy, Thomas P
- RE: What Exposure to use?, Albert Meyer
- TEST, Juan C. Gray
- TEST, Juan C. Gray
- PDA, Mitchell J. Sklar
- RE: TEST, Bill Polhemus
- RE: STANDARD PRACTICE, Brian K. Smith
- Re: PDA, Abe Knapp
- RE: PDA, Robert Rollo
- RE: Broken Tendons, John Dreger
- RE: PDA, Bill Polhemus
- Re: Spreadsheet Tutorial - developing Flow charts to write Nested Conditional "IF" Functions, Neil Moore
- Re: PDA, Roger Turk
- RE: PDA, Scott Melnick
- Re: PDA, Alden Manipula
- Re: STANDARD PRACTICE, Davis Parsons
- RE: Broken Tendons, Roger Turk
- Re: PDA, Abe Knapp
- Beam Camber, Nicholas Blackburn
- Fly Ash, Todd Hill
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE, Neil Moore
- RE: Broken Tendons, John Dreger
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE, Gerard Madden
- RE: Beam Camber, Bill Polhemus
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: PDA, Bill Polhemus
- Biaxial Bending Concrete Beam, Chris Towne
- RE: STANDARD PRACTICE, George Richards, P.E.
- RE: PDA, Structuralist
- RE: STANDARD PRACTICE, Brian K. Smith
- RE: STANDARD PRACTICE, Brian K. Smith
- RE: STANDARD PRACTICE, Structuralist
- Re: STANDARD PRACTICE, Davis Parsons
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: PDA, Rob Polcyn
- RE: PDA, YI
- Re: What Exposure to use?, syed faiz ahmad
- RE: Beam Camber, Nicholas Blackburn
- rebar detectors, Scott Melnick
- Re: STANDARD PRACTICE, Davis Parsons
- Re: STANDARD PRACTICE, Gerard Madden
- Re: rebar detectors, Shashi Bhakta
- Re: RE: STANDARD PRACTICE, TARNO COLEMAN
- RE: What Exposure to use?, Jeff Smith
- wall anchorage / ubc / simpson, David Adie
- Re: Fly Ash, syed faiz ahmad
- The H-1B catch-22, Mike Murphy
- Re: rebar detectors, syed faiz ahmad
- RE: STANDARD PRACTICE, George Richards, P.E.
- Re: PDA, Alden Manipula
- RE: PDA, Bill Polhemus
- RE: rebar detectors, Bill Polhemus
- PDA, E.B.Davison, P.Eng.
- Fastener for presure treated wood, YI
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE, Christopher Wright
- RE: STANDARD PRACTICE, Neil Moore
- RE: STANDARD PRACTICE, Gerard Madden
- FW: STANDARD PRACTICE, LaCount, Curt
- RE: PDA, Bill Polhemus
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: PDA, Abe Knapp
- RE: Fastener for presure treated wood, Jeff Smith
- RE: STANDARD PRACTICE, Ron Hill
- RE: What Exposure to use?, Structuralist
- RE: STANDARD PRACTICE, Structuralist
- RE: STANDARD PRACTICE, Structuralist
- RE: PDA, Structuralist
- Re: rebar detectors, Nels Roselund, SE
- Re: Means and Methods, Nels Roselund, SE
- RE: Beam Camber, Mark Geoghegan
- Bridge Abutment Replacement, Steven Mallett
- RE: Bridge Abutment Replacement, Jonathan Mallard
- RE: PDA, Abe Knapp
- RE: PDA, Bill Polhemus
- Re: STANDARD PRACTICE, sscholl2
- Re: Means and Methods, JEFF CORONADO
- Re: Fastener for presure treated wood, JEFF CORONADO
- Fascinating Flood Photo, Bill Polhemus
- RE: Fly Ash, Todd Hill
- RE: STANDARD PRACTICE, Bill Polhemus
- Re: STANDARD PRACTICE, Neil Moore
- RE: Fastener for presure treated wood, Bill Polhemus
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: Fastener for presure treated wood, Roger Turk
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: Fastener for presure treated wood, Bill Polhemus
- Re: STANDARD PRACTICE, Ed . Haninger
- OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, Mark D. Anderson PE
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: Fastener for pressure treated wood, Jeff Smith
- RE: STANDARD PRACTICE, Caldwell, Stan
- Q: Short Circuit Transfer for GMAW, Bill Polhemus
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, Effland, Greg
- RE: STANDARD PRACTICE, Caldwell, Stan
- Rigid or Flexible Diaphragm Analysis?, Bill Marczewski
- Unisys Apologizes for the Computer, Caldwell, Stan
- Re: What Exposure to use?, l_pack
- RE: STANDARD PRACTICE/ Plan Checking, Yousefi, Ben
- how do I deal with soil type Sf, Gary Becker
- Re: STANDARD PRACTICE, Dan Goodrich
- RE: Rigid or Flexible Diaphragm Analysis?, Matthew Stuart
- RE: OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, Brian K. Smith
- RE: STANDARD PRACTICE, Bob Hanson
- Re: how do I deal with soil type Sf, Scott A Jensen/SAJ5/CC01/INEEL/US
- RE: STANDARD PRACTICE, Caldwell, Stan
- Re: Q: Short Circuit Transfer for GMAW, Scott A Jensen/SAJ5/CC01/INEEL/US
- Re: STANDARD PRACTICE, Paul Feather
- Re: STANDARD PRACTICE, Paul Feather
- Re: STANDARD PRACTICE/ Plan Checking, Paul Feather
- Wind Girts, Michael Zaitz
- RE: Pedestrian bridge vibration and strengthening, Andrew Mole
- Re: Q: Short Circuit Transfer for GMAW, Mark D. Anderson PE
- Re: STANDARD PRACTICE, Dan Goodrich
- Q: Non-Standard Joist Seat, Bill Polhemus
- RE:Standard Practice, Hartzell, Frank
- RE: STANDARD PRACTICE/ Plan Checking, Caldwell, Stan
- RE: STANDARD PRACTICE/ Plan Checking, Effland, Greg
- Re: Bridge Bent Cap Design Programs, Nora Miller
- RE: Wind Girts, Effland, Greg
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: Non-Standard Joist Seat, Roger Davis
- RE:Standard Practice, Gerard Madden
- Re: Q: Non-Standard Joist Seat, h . d . richardson
- RE: Non-Standard Joist Seat, Robert Rollo
- RE: Non-Standard Joist Seat, TMadlem
- Re: Standard Practice/Citicorp Tower, Brian Harris
- Re: Q: Non-Standard Joist Seat, Forrest Braun
- RE: Non-Standard Joist Seat, Charles Espenlaub
- RE: Non-Standard Joist Seat, Gerard Madden
- RE: PDA, Structuralist
- RE: Standard Practice, Caldwell, Stan
- RE: Standard Practice, Gerard Madden
- RE: Q: Short Circuit Transfer for GMAW, Bob Shaw
- RE: Rigid or Flexible Diaphragm Analysis?, Ron Larsen
- SMaxwell/ACI/Notes is out of the office., Scott . Maxwell
- RE: Fly Ash, syed faiz ahmad
- STANDARD PRACTICE, Roger Turk
- Re: Q: Non-Standard Joist Seat, Davis Parsons
- RE: OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, Paul Crocker
- RE:Standard Practice, Christopher Wright
- RE: Non-Standard Joist Seat, Mark E. Deardorff
- RE: STANDARD PRACTICE, Caldwell, Stan
- RE: STANDARD PRACTICE - Late response, Glenn Otto
- Re: OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, John Schenne
- RE: Standard Practice, David Fisher
- Standard Practice (A must-read for any engineer), V.GORDIN
- Re: Rigid or Flexible Diaphragm Analysis?, Paul Feather
- RE: STANDARD PRACTICE, Bill Polhemus
- RE: Q: Non-Standard Joist Seat, Bill Polhemus
- RE: Q: Non-Standard Joist Seat, Bill Polhemus
- RE: Non-Standard Joist Seat, Bill Polhemus
- RE: PDA, Bill Polhemus
- RE: Bridge Bent Cap Design Programs, Bill Polhemus
- Re: STANDARD PRACTICE, sscholl2
- Re: OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, r nester
- question about SPACE FRAMES -cylinders, ELENI
- Re: Q: Non-Standard Joist Seat, Eric Ober
- Re: question about SPACE FRAMES -cylinders, C.M. Sinha/oed
- Short Circuit Transfer for GMAW, John V. Loscheider
- Re: question about SPACE FRAMES -cylinders, Mehdi M. Khabbazan
- RE: Short Circuit Transfer for GMAW, Bill Polhemus
- Re: question about SPACE FRAMES -cylinders, Helen
- RE: question about SPACE FRAMES -cylinders, Zachary Goswick
- RE: Non-Standard Joist Seat, Charles Espenlaub
- RE: Non-Standard Joist Seat, Bill Polhemus
- Re: question about SPACE FRAMES -cylinders, helen
- Re: Fastener for presure treated wood, Rhkratzse
- RE: Standard Practice, Caldwell, Stan
- Low Concrete Quality, Leonardo Zapata
- Re: Fastener for presure treated wood, Rhkratzse
- RE: Low Concrete Quality, Lutz, James
- Re: question about SPACE FRAMES -cylinders, James Lin
- RE: Fastener for pressure treated wood, Jeff Smith
- Re: Fastener for presure treated wood, Oshin Tosounian
- Re: Low Concrete Quality, Oshin Tosounian
- Re: how do I deal with soil type Sf, Ed Latthitham
- RE: Low Concrete Quality, Lutz, James
- Fees for Design-Build Shell-only multi-story Steel Moment Frame B uildings, Byron Dietrich
- Re: Low Concrete Quality, Oshin Tosounian
- RE: Low Concrete Quality, syed faiz ahmad
- RE: STANDARD PRACTICE - Late response, Samir Ghosn
- Re: Fastener for presure treated wood, Roger Turk
- RE: Low Concrete Quality, joseph eden
- looking for a structural engineer/drafter moonlighter, joseph eden
- Re: Low Concrete Quality, David Finley
- FW: Low Concrete Quality, Leonardo Zapata
- Re: Bridge Abutment Replacement, David Finley
- Re: Fascinating Flood Photo, syed faiz ahmad
- Re: Low Concrete Quality, Oshin Tosounian
- Re: PDA (Potentially OT), Charley Hamilton
- RE: Fascinating Flood Photo, Bill Polhemus
- RE: PDA (Potentially OT), Bill Polhemus
- RE: STANDARD PRACTICE - Late response, Structuralist
- Re: Low Concrete Quality, Christopher Wright
- RE: STANDARD PRACTICE/ Plan Checking, Structuralist
- RE: STANDARD PRACTICE, Structuralist
- Interesting Link, Bill Polhemus
- Design Programmes to BS8110, NIGEC Const. Dredging Insp. (L9ESC508)
- RE: Design Programmes to BS8110, Bill Polhemus
- Re: Fascinating Flood Photo, George Amolochitis
- Re: Interesting Link, Christopher Wright
- RE: Interesting Link, Bill Polhemus
- Re: Design Programmes to BS8110, Hasan Hindawi
- RE: Fascinating Flood Photo, syed faiz ahmad
- Re: Design Programmes to BS8110, syed faiz ahmad
- Re: Low Concrete Quality, syed faiz ahmad
- Calculation submittals, Scott A. Dunham, PE
- Truss fix, D.A.
- Yank2002, Yank2002
- Re: Yank2002, Syed Basith
- Re: Truss fix, sscholl2
- Goodbye Yank2002, Structuralist
- ACI 318 -Construction Joint, 김양수
- RE: ACI 318 -Construction Joint, Bill Polhemus
- SMaxwell/ACI/Notes is out of the office., Scott . Maxwell
- Re:Low Concrete Quality, Vincenzo_Valerio
- Re: ACI 318 -Construction Joint - Post-tensioned slabs, GSKWY
- Subject: ACI 318 -Construction Joint, Mark Geoghegan
- RE: Subject: ACI 318 -Construction Joint, Bill Polhemus
- RE: looking for a structural engineer/drafter moonlighter, Dave Adams
- (Delete -- Sorry! Wrong Button!) RE: looking for a structural en gineer/drafter moonlighter, Dave Adams
- RE: Low Concrete Quality...Metric Units, Steven Mallett
- Re: Truss fix, Chris TSE
- RE: Low Concrete Quality...Metric Units, Bill Polhemus
- RE: Low Concrete Quality, Michael Lo
- Q: Standard Designation for Cold-Formed Steel Angles?, Bill Polhemus
- RE: Fascinating Flood Photo, Effland, Greg
- RE: Low Concrete Quality...Metric Units, Roger Turk
- RE: Standard Designation for Cold-Formed Steel Angles?, Effland, Greg
- Q: Lateral Resistance Capacity of Joist Seats, Bill Polhemus
- Structural Engineering Review Workshop in S.F. Bay Area, Yousefi, Ben
- RE: Lateral Resistance Capacity of Joist Seats, Speck, Todd M
- RE: Lateral Resistance Capacity of Joist Seats, Matthew Stuart
- Old Steel Properties, Rodriguez, Marlou
- RE: Lateral Resistance Capacity of Joist Seats, Matthew Stuart
- RE: Lateral Resistance Capacity of Joist Seats, Bill Polhemus
- Low Concrete Quality - Units, Tom . Hunt
- Old Steel Properties, Roger Turk
- RE: Lateral Resistance Capacity of Joist Seats, Bill Polhemus
- RE: Lateral Resistance Capacity of Joist Seats, Gerard Madden
- RE: Lateral Resistance Capacity of Joist Seats, Matthew Stuart
- Re: Low Concrete Quality - Units, Gerard Madden
- RE: Lateral Resistance Capacity of Joist Seats, Samir Ghosn
- Steel Building in Alaska, David Chan
- Re: Subject: ACI 318 -Construction Joint, syed faiz ahmad
- Re: ACI 318 -Construction Joint - Post-tensioned slabs, GSKWY
- RE: Steel Building in Alaska, Bob Hanson
- Re: Goodbye Yank2002, syed faiz ahmad
- DETAILS, Juan José Treff De la Mora
- RE: DETAILS, Effland, Greg
- RE: Low Concrete Quality, syed faiz ahmad
- RE: Steel Building in Alaska, Scott, William N.
- RE: Fascinating Flood Photo, syed faiz ahmad
- Re: DETAILS, syed faiz ahmad
- Re: Steel Building in Alaska, Forrest Braun
- Oversize bolt holes, Nicholas Blackburn
- RE: Oversize bolt holes, Steve Bigham
- Re: Oversize bolt holes, Paul Feather
- RE: Oversize bolt holes, Mark Pemberton
- RE: Fascinating Flood Photo, Caldwell, Stan
- OMRF beam-to-column-welds, Jeff Smith
- Re: Subject: ACI 318 -Construction Joint, Gil Brock
- Re: Steel Building in Alaska, h . d . richardson
- Re: Fascinating Flood Photo, h . d . richardson
- Re: Q: Lateral Resistance Capacity of Joist Seats, James Lane, P.E.
- Re: Design Programmes to BS8110, Gil Brock
- RE: Q: Lateral Resistance Capacity of Joist Seats, Bill Polhemus
- Re: Steel Building in Alaska, sscholl2
- Structuralist Announcement; FEMA 273, 274, 302a and 303a, Structuralist
- ASCE - July 10th - Forensic Engineers Dinner Meeting, gberghouse
- Re: Low Concrete Quality, Chris Willcox
- Q: "Components and Cladding" Load on Ledger Angle Fastener, Bill Polhemus
- Q: How's Your Computer?, Bill Polhemus
- Shoring Responsibility, Michael Zaitz
- FW: How's Your Computer?, T. Eric Gillham PE
- RE: How's Your Computer?, Gary Ehrlich
- Re: Q: How's Your Computer?, Randy Diviney
- Lateral reinf at anchor bolts, Sherman, William
- Re: Q: How's Your Computer?, Christopher Wright
- RE: How's Your Computer?, Donna Gochenaur
- RE: How's Your Computer?, Ron Hill
- FW: How's Your Computer?, Roger Turk
- Re: Shoring Responsibility, Fountain Conner
- Re: How's Your Computer?, Fountain Conner
- Re: Q: How's Your Computer?, h . d . richardson
- Re: Shoring Responsibility, Michael Zaitz
- Re: Shoring Responsibility, h . d . richardson
- Re: Shoring Responsibility, Fountain Conner
- RE: Shoring Responsibility, Bill Polhemus
- Re: [AEC-Residential] Q: How's Your Computer?, Kipp . A . Martin
- RE: Shoring Responsibility, Bill Polhemus
- Re: FW: How's Your Computer?, Padmanabhan Rajendran
- RE: FW: How's Your Computer?, Bill Polhemus
- Point Load on Plywood Flooring, Jenkins Engineering, Inc.
- Re: Shoring Responsibility, Fountain Conner
- RE: Shoring Responsibility, Bill Polhemus
- FW: Wish to stop all incoming mails from SEAOSC., NIGEC Onsh. Const. Civil Insp. II (L9ESC490)
- RE: Point Load on Plywood Flooring, Canitz, Charles F NAB02
- Re: Point Load on Plywood Flooring, Conrad Guymon, P.E.
- transportation (was "how's your computer"), V.GORDIN
- RE: OMRF beam-to-column-welds, Bob Shaw
- RE: Shoring Responsibility, Charles Espenlaub
- Re: transportation (was "how's your computer"), Conrad Guymon, P.E.
- RE: transportation (was "how's your computer"), Francisco Duarte
- RE: transportation (was "how's your computer"), Doug McCurdy
- RE: transportation (was "how's your computer"), Bob Hanson
- RE: [AEC-Residential] Q: How's Your Computer?, Structuralist
- RE: transportation (was "how's your computer"), Jim Sadler
- send me no mail please, Sunny Bose
- RE: transportation (was "how's your computer"), George Richards, P.E.
- RE: transportation (was "how's your computer"), Bob Hanson
- Re: transportation (was "how's your computer"), Alden Manipula
- FW: Low Concrete Quality, Leonardo Zapata
- Re: Metal Building Details, Juan José Treff De la Mora
- Q: Moving To A Larger Hard Drive, Bill Polhemus
- Re: send me no mail please, Padmanabhan Rajendran
- Design info on construction documents, Sherman, William
- RE: Metal Building Details, Bill Polhemus
- RE: Metal Building Details, Effland, Greg
- RE: Moving To A Larger Hard Drive, Wladimir Bassett
- Re: Q: Moving To A Larger Hard Drive, Davis Parsons
- RE: Moving To A Larger Hard Drive, Effland, Greg
- RE: Moving To A Larger Hard Drive, Bill Polhemus
- Off Topic - Calculation Paper, richard lewis
- UBC '97-Section 2180.1.5.2, Clara P. Lau
- FW: Low Concrete Quality, Tom . Hunt
- RE: Metal Building Details, Francisco Diego Arcos
- Re: Off Topic - Calculation Paper, Neil Moore
- Re: Off Topic - Calculation Paper, John Schenne
- Re: Off Topic - Calculation Paper, h . d . richardson
- RE: Off Topic - Calculation Paper, sharonb
- Re: Off Topic - Calculation Paper, Conrad Guymon, P.E.
- RE: Fascinating Flood Photo, syed faiz ahmad
- Re: Off Topic - Calculation Paper, richard lewis
- Re: Q: Moving To A Larger Hard Drive, Charley Hamilton
- Re: Off Topic - Calculation Paper, Davis Parsons
- Re: Fascinating Flood Photo, syed faiz ahmad
- RE: transportation (was "how's your comp, Roger Turk
- RE: Design info on construction documents, Mike Valley
- Re: FW: Low Concrete Quality, syed faiz ahmad
- Re: Off Topic - Calculation Paper, h . d . richardson
- Re: UBC '97-Section 2180.1.5.2, Paul Feather
- Re: Steel Building in Alaska, syed faiz ahmad
- Re: Off Topic - Calculation Paper, Paul Feather
- RE: Moving To A Larger Hard Drive, Padmanabhan Rajendran
- Re: Q: How's Your Computer?, syed faiz ahmad
- Re: Point Load on Plywood Flooring, CanitzCF
- Re: Subject: ACI 318 -Construction Joint, syed faiz ahmad
- FW: "Components and Cladding" Load on Ledger Angle Fastener, T. Eric Gillham PE
- Test, Me
- RE: transportation (was "how's your comp, George Richards, P.E.
- RE: Off Topic - Calculation Paper, Robert Rollo
- Another Flood Photo, sharonb
- RE: transportation (was "how's your computer"), Structuralist
- Re: Off Topic - Calculation Paper, John Schenne
- Re: Steel Building in Alaska, h . d . richardson
- Re: Subject: ACI 318 -Construction Joint, Gil Brock
- What I drive..., Francisco Duarte
- RE: Steel Building in Alaska, Bob Shaw
- Point Load on Plywood Flooring, Roger Turk
- Re: Metal Building Details, James Hannah
- Point Load on Plywood Flooring - Addendu, Roger Turk
- Re: Metal Building Details, James Hannah
- Re: Design Programmes to BS8110, Mehdi M. Khabbazan
- send me no mails, sairam sharma
- Re: Steel Building in Alaska, syed faiz ahmad
- RE: Q: Moving To A Larger Hard Drive, Gary Ehrlich
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- RE: Q: Moving To A Larger Hard Drive, Adair, Joel
- RE: Metal Building Details, Sherman, William
- Hard Drive, E.B.Davison, P.Eng.
- REMOVE FROM EMAIL, LAMPSMITH
- RE: Hard Drive, Bill Polhemus
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- Re: Hard Drive, E.B.Davison, P.Eng.
- RE: Q: Moving To A Larger Hard Drive, TMadlem
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- RE: Hard Drive, Bill Polhemus
- Re: How's your computer?, G. Bunkers
- RE: Q: Moving To A Larger Hard Drive, Christopher Wright
- Re: Off Topic - Calculation Paper, Chris TSE
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- RESULTS OF THE 77th TEXAS LEGISLATIVE SESSION, Caldwell, Stan
- RE: Q: Moving To A Larger Hard Drive, Cain, William
- Welding specification, Fariborz Tehrani
- Re: transportation (was, Robert S Schnars
- FEMA 350-354, Fariborz Tehrani
- RE: FEMA 350-354, Yousefi, Ben
- RE: Welding specification, Bill Polhemus
- Re: Hard Drive, E.B.Davison, P.Eng.
- RE: Welding specification, Rick . Drake
- VB for Applications, Joseph Harouni
- RE: Q: Moving To A Larger Hard Drive, Christopher Wright
- Re: Welding specification, Christopher Wright
- RE: VB for Applications, Ron Goff
- RE: VB for Applications, David Adie
- RE: VB for Applications, Mark E. Deardorff
- Fwd: send me no mails, aria gharib
- RE: VB for Applications, Zachary Goswick
- RE: send me no mails, Cain, William
- Re: Calculation submittals, Michael Zaitz
- Re: Point Load on Plywood Flooring, Bruce Caro
- RE: VB for Applications, Structuralist
- Plywood stress in bending, Hafiz, Sanaa S.
- RE: FEMA 350-354, Fariborz Tehrani
- RE: Welding specification, Fariborz Tehrani
- Re: Plywood stress in bending, Ned Waltz
- RE: FEMA 350-354, Rick . Drake
- Re: Fwd: send me no mails, AL SALTO
- Letters to the Editor in Structural Engineer Magazine, Bill Polhemus
- Our Own Worst Enemy, Bill Polhemus
- RE: Fwd: send me no mails, Bill Polhemus
- Masonry reinf splice lengths, Sherman, William
- RE: VB for Applications, Fredericks, Douglas/SAC
- Re: Our Own Worst Enemy, Gerard Madden
- Re: VB for Applications, Jeng-Wei Li
- RE: Point Load on Plywood Flooring, Mark Gilligan
- Re: Point Load on Plywood Flooring, Steve Privett
- (no subject), NLAMTRUC
- Re: question about SPACE FRAMES -cylinders, Helen
- EnerCalc, TEDDS or other?, Bill Polhemus
- Hard Drive - For Bill, E.B.Davison, P.Eng.
- RE: EnerCalc, TEDDS or other?, Jeff Chacon
- floor topping for inside pool deck, dcarroll
- Errata to 97 UBC (galvanized nails in PT above grade), StstimII
- Re: EnerCalc, TEDDS or other?, Nels Roselund, SE
- RE: floor topping for inside pool deck, David Fisher
- RE: Errata to 97 UBC (galvanized nails in PT above grade), dcarroll
- RE: EnerCalc, TEDDS or other?, Djebli, Ahcene
- California's Rolling Blackouts, Caldwell, Stan
- RE: EnerCalc, TEDDS or other?, Bill Polhemus
- RE: California's Rolling Blackouts, Bill Polhemus
- Concrete Strong Column/Weak Beam, richard lewis
- Re: California's Rolling Blackouts, Gerard Madden
- Summer Seminars in SoCal, Becker, Rick
- RE: California's Rolling Blackouts, Bill Polhemus
- RE: Concrete Strong Column/Weak Beam, Mike Valley
- Steel Tube, Alden Manipula
- Re: Steel Tube, Cecil Mullikin
- RE: Steel Tube, Bill Polhemus
- RE: Steel Tube, Albert Meyer
- RE: Steel Tube, David Adie
- Re: Steel Tube, Neil Moore
- Re: California's Rolling Blackouts, chuckuc
- RE: California's Rolling Blackouts, Gerard Madden
- Re: Steel Tube, Paul Feather
- Re: Steel Tube, Forrest Braun
- Re: Concrete Strong Column/Weak Beam, richard lewis
- RE: Steel Tube, Ron Hill
- RE: EnerCalc, TEDDS or other?, Djebli, Ahcene
- RE:Steel Tubes, Alden Manipula
- RE: California's Rolling Blackouts, Christopher Wright
- RE: EnerCalc, TEDDS or other?, joseph eden
- MBMA1996, namvy
- Re: Steel Tube, Davis Parsons
- RE: MBMA1996, Effland, Greg
- RE: MBMA1996, Bob Shaw
- RE: MBMA1996, Canitz, Charles F NAB02
- RE: MBMA1996, Francisco Diego Arcos
- RE: EnerCalc, TEDDS or other?, Djebli, Ahcene
- RE: Concrete Strong Column/Weak Beam, Mike Valley
- RE: Concrete Strong Column/Weak Beam, Yousefi, Ben
- RE: EnerCalc, TEDDS or other?, Caldwell, Stan
- Re: Metal Building Details, Craig J Slama
- KeyLat from KeyMark, YI
- Re: floor topping for inside pool deck, syed faiz ahmad
- RE: California's Rolling Blackouts, Glenn Otto
- RE: KeyLat from KeyMark, Structuralist
- Re: KeyLat from KeyMark, chuckuc
- Re: California's Rolling Blackouts, Padmanabhan Rajendran
- missing pages, Andrea Morelli
- RE: Metal Building Details, Effland, Greg
- RE: California's Rolling Blackouts, Yousefi, Ben
- California's Rolling Blackouts, MKnight
- Piles and Pile Caps in the Air and Water in Seismic Zone 3 & 4, PRMEng
- Re: missing pages, Andrea Morelli
- RE: California's Rolling Blackouts --- solution to problem, Haan, Scott M.
- a special TY, Andrea Morelli
- Seismic Design of Expansion Anchors, richard lewis
- Re: Seismic Design of Expansion Anchors, Gerard Madden
- Reduction of Snow Load?, ken kirkland
- RE: Reduction of Snow Load?, Haan, Scott M.
- RE: Reduction of Snow Load?, Effland, Greg
- Re: Reduction of Snow Load?, Conrad Guymon, P.E.
- Allowable Compressive stress-ACI 530, David Williams
- RE: Allowable Compressive stress-ACI 530, Roger Davis
- RE: Allowable Compressive stress-ACI 530, Mark Pemberton
- RE: Allowable Compressive stress-ACI 530, Nicholas Blackburn
- Re: Allowable Compressive stress-ACI 530, Davis Parsons
- Clear space for no. 11 rebars in mat foundation [10 story buildin g], Haan, Scott M.
- RE: Allowable Compressive stress-ACI 530, Nicholas Blackburn
- RE: Allowable Compressive stress-ACI 530, Haan, Scott M.
- Re: Clear space for no. 11 rebars in mat foundation [10 story building], Gerard Madden
- RE: Clear space for no. 11 rebars in mat foundation [10 story bui lding], Haan, Scott M.
- RE: Clear space for no. 11 rebars in mat foundation [10 story building], Gerard Madden
- Clear space for no. 11 rebars in mat fou, Roger Turk
- RE: Clear space for no. 11 rebars in mat foundation [10 story bui lding], Haan, Scott M.
- Re: Seismic Design of Expansion Anchors, sscholl2
- RE: Oversize bolt holes, ken kirkland
- Structuralist.Net Mathcad Template Forum: Round HSS Column Design and Welded Tee Flange Connection to W Beam to HSS Column, Structuralist
- Re: missing pages, namvy
- Greed and Reward, JohnOttCE
- Re: Greed and Reward, Christopher Wright
- RE: Oversize bolt holes, Bob Shaw
- Re: Greed and Reward, syed faiz ahmad
- RE: Greed and Reward, Structuralist
- Re: Greed and Reward, MACRO MARINE
- RE: Greed and Reward, Bill Polhemus
- Re: Greed and Reward, Robert Shaffer
- RE: Greed and Reward, Bill Polhemus
- RE: Greed and Reward, Structuralist
- STANDARD PRACTICE - Old Thread - New Fiber, Glenn Otto
- Re: Greed and Reward, Rbengrguy
- Re: Greed and Reward, Robert Shaffer
- Re: Low Concrete Quality - Units, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- cast iron and aluminum compatiblilty, Ken Peoples
- RE: STANDARD PRACTICE, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- RE: Q: Moving To A Larger Hard Drive, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Roger Turk
- RE: Q: Moving To A Larger Hard Drive, Structuralist
- RE: cast iron and aluminum compatiblilty, MKnight
- RE: Q: Moving To A Larger Hard Drive, Scott Maxwell
- RE: Q: Moving To A Larger Hard Drive, Padmanabhan Rajendran
- RE: Q: Moving To A Larger Hard Drive, Roger Turk
- Re: cast iron and aluminum compatiblilty, John Schenne
- fire design, Scott Melnick
- Re: Q: Moving To A Larger Hard Drive, h . d . richardson
- Re: Greed and Reward, Regis King
- Imperial Units, Nels Roselund, SE
- RE: Greed and Reward, Structuralist
- Weak Axis Bending of Rolled Channel ASD, Les Rhinehart
- RE: Imperial Units, Effland, Greg
- RE: Imperial Units, Caldwell, Stan
- RE: Imperial Units, Scott Maxwell
- FW: Weak Axis Bending of Rolled Channel ASD, LaCount, Curt
- RE: Imperial Units, Sprague, Harold O.
- Re: Imperial Units, Forrest Braun
- RE: Imperial Units, Kent Carlson
- RE: KeyLat from KeyMark, YI
- ASD Weak Axis Bending of Rolled Channel, Les Rhinehart
- RE: ASD Weak Axis Bending of Rolled Channel, Effland, Greg
- Imperial Units, Tom . Hunt
- Re: ASD Weak Axis Bending of Rolled Channel, Paul Feather
- RE: Greed and Reward, Regis King
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- Re: Imperial Units, syed faiz ahmad
- RE: Imperial Units, Scott, William N.
- Q: CFS Column with Fixed Base?, Bill Polhemus
- Q: Forming a "sweep" in CFS flexural member, Bill Polhemus
- RE: CFS Column with Fixed Base?, George Richards, P.E.
- RE: Forming a "sweep" in CFS flexural member, George Richards, P.E.
- Re: Forming a "sweep" in CFS flexural member, Fountain Conner
- RE: Q: Moving To A Larger Hard Drive, Roger Turk
- Re: The H-1B catch-22, Rbengrguy
- Structuralist.Net - New Residential Retrofit Forum, Structuralist
- RE: Greed and Reward, Structuralist
- RE: CFS Column with Fixed Base?, Structuralist
- RE: KeyLat from KeyMark, Structuralist
- Tension Tie of floor framing to masonry wall, Structuralist
- Re: Tension Tie of floor framing to masonry wall, vicpeng
- CEMENT AND CONCRETE ASSOCIATION Web Site, 김양수
- RE: Q: Moving To A Larger Hard Drive, Bill Polhemus
- Re: CEMENT AND CONCRETE ASSOCIATION Web Site, Peter James
- Spray on Fireproofing, Jim Kestner
- Drift, John P. Riley
- Re: Spray on Fireproofing, David Handy
- Re: Drift, Conrad Guymon, P.E.
- Re: Drift, David Sharp
- RE: Drift, George Richards, P.E.
- RE: Imperial Units, syed faiz ahmad
- Re: Drift, Fountain Conner
- AISC Code of Standard Practice, Dan Goodrich
- Steel Grade, richard lewis
- RE: Imperial Units, Jones, Mark A
- Bent anchor bolts, Scott Maxwell
- Re: AISC Code of Standard Practice, Scott Maxwell
- Re: Steel Grade, Scott Maxwell
- RE: Drift, Nicholas Blackburn
- RE: Bent anchor bolts, Nicholas Blackburn
- Re: Spray on Fireproofing, syed faiz ahmad
- RE: Bent anchor bolts, Todd Hill
- RE: Bent anchor bolts, Desi Kiss
- Re: Bent anchor bolts, Steven A.
- Chimney Flues, Gerard Madden
- Re: Steel Grade, Scott A. Dunham, PE
- Bent anchor bolts, Tom . Hunt
- Re: Chimney Flues, Nels Roselund, SE
- Re: Chimney Flues, Forrest Braun
- Re: Chimney Flues, Gerard Madden
- Re: Chimney Flues, Forrest Braun
- Re: Steel Grade, Rick Burch
- Re: Steel Grade, Syed Basith
- Re: Chimney Flues, Steve Privett
- Re: Chimney Flues, Steve Privett
- Re: Bent anchor bolts, Scott Maxwell
- Re: Bent anchor bolts, Scott Maxwell
- Re: Chimney Flues, Nels Roselund, SE
- Re: Chimney Flues, Steve Privett
- RE: Bent anchor bolts / welding high strength bolts?, Balmer James
- bolted moment connections, Hakan Ezcan
- RE: bolted moment connections, Bill Polhemus
- RE: Steel Grade, Scott Melnick
- Roof Mounted HVAC Equipment Screens, CanitzCF
- Block information, Jorge Ramos
- Re: Block information, David Finley
- Block information, Roger Turk
- Re: bolted moment connections, ijr
- RE: bolted moment connections, Hakan Ezcan
- Humor, Caldwell, Stan
- Re: Steel Grade, Davis Parsons
- RE: Bent anchor bolts / welding high strength bolts?, Nicholas Blackburn
- RE: Bent anchor bolts / welding high strength bolts?, Christopher Wright
- Re: AISC Code of Standard Practice, Davis Parsons
- Re: Humor, Fountain Conner
- Re: Bent anchor bolts / welding high strength bolts?, David Sharp
- RE: Bent anchor bolts, Tom . Hunt
- RE: Bent anchor bolts, Silva John (sj)
- bolted moment connections, Tom . Hunt
- ASCE Wind Speed Criteria, Paul Feather
- Re: bolted moment connections, Gerard Madden
- RE: ASCE Wind Speed Criteria, Sprague, Harold O.
- Re: Block information, Alden Manipula
- Re: Block information, Gerard Madden
- Montana P.E., E.B.Davison, P.Eng.
- Re: ASCE Wind Speed Criteria, Fountain Conner
- Re: Bent anchor bolts / welding high strength bolts?, c2
- RE: Bent anchor bolts, Armijo, John J (PWCSD 184)
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- RE: bolted moment connections, Bill Polhemus
- RE: Drift, Bill Marczewski
- RE: ASCE Wind Speed Criteria, Effland, Greg
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- Re: ASCE Wind Speed Criteria, E.B.Davison, P.Eng.
- RE: Drift, Scott Maxwell
- RE: ASCE Wind Speed Criteria, Padmanabhan Rajendran
- Pipe Racks, Jnapd
- Re: ASCE Wind Speed Criteria, Fountain Conner
- Re: Pipe Racks, h . d . richardson
- Question for the snow gurus, Dan Goodrich
- wall anchorage to metal deck flexible diaphragm, Gerard Madden
- RE: wall anchorage to metal deck flexible diaphragm, Haan, Scott M.
- Re: Question for the snow gurus, h . d . richardson
- Block information (2), Jorge Ramos
- H-1BCatch 22, Rbengrguy
- ETABS V7.17 - R/C Design, T. Eric Gillham PE
- Re: wall anchorage to metal deck flexible diaphragm, Mlcse
- Re: ETABS V7.17 - R/C Design, Jeng-Wei Li
- RE: ETABS V7.17 - R/C Design, T. Eric Gillham PE
- UCBC Appendix Chapter 1 - URM Retrofit question, Structuralist
- Re: Steel Grade, Keith Fix
- Removing structural plaster from shotcrete, Structuralist
- Re: ASCE Wind Speed Criteria, Keith Fix
- Re: Bent anchor bolts / welding high strength bolts?, David Sharp
- RE: ASCE Wind Speed Criteria, Jones, Mark A
- length to be used for tension bracing kl/r, Ken Peoples
- Re: Steel Grade, Tom . Hunt
- RE: length to be used for tension bracing kl/r, Steve Bigham
- Re: Bent anchor bolts / welding high strength bolts?, Christopher Wright
- RE: length to be used for tension bracing kl/r, Effland, Greg
- Re: Question for the snow gurus, Dan Goodrich
- RE: length to be used for tension bracing kl/r, Mark Pemberton
- Diaphragm Rigidity, Nels Roselund, SE
- Tube to Tube Moment Frames, Eric Ober
- RE: Diaphragm Rigidity, Haan, Scott M.
- Re: Question for the snow gurus, John P. Riley
- Peru Earthquake and Adobe Dwellings, Nels Roselund, SE
- Re: Tube to Tube Moment Frames, Rick . Drake
- RE: Question for the snow gurus, Haan, Scott M.
- Peru Earthquake and Adobe Dwellings, Tom . Hunt
- Re: Tube to Tube Moment Frames, Eric Ober
- Re: Diaphragm Rigidity, Nels Roselund, SE
- RE: ASCE Wind Speed Criteria, Rick . Drake
- Re: Diaphragm Rigidity, Gerard Madden
- Re: Bent anchor bolts / welding high strength bolts?, c2
- Re: Tube to Tube Moment Frames, Rick . Drake
- RE: ASCE Wind Speed Criteria, Evan . Jorgensen
- RE: ASCE Wind Speed Criteria, Evan . Jorgensen
- RE: Diaphragm Rigidity, Albert Meyer
- Re: Peru Earthquake and Adobe Dwellings, Walter Sheen
- Re: Removing structural plaster from shotcrete, Steven A.
- RE: Diaphragm Rigidity, Haan, Scott M.
- Re: length to be used for tension bracing kl/r, Padmanabhan Rajendran
- RE: ASCE Wind Speed Criteria, Padmanabhan Rajendran
- Re: length to be used for tension bracing kl/r, Rick . Drake
- perforated shear walls - seismic design manual - volume 2, David Adie
- Re: perforated shear walls - seismic design manual - volume 2, Gerard Madden
- PRE-DIMENSIONING HELP, Arthur Ashby
- RE: Tube to Tube Moment Frames, Structuralist
- RE: perforated shear walls - seismic design manual - volume 2, David Adie
- RE: Removing structural plaster from shotcrete, Structuralist
- RE: perforated shear walls - seismic design manual - volume 2, Structuralist
- RE: perforated shear walls - seismic design manual - volume 2, Gerard Madden
- RE: Diaphragm Rigidity, Structuralist
- RE: perforated shear walls - seismic design manual - volume 2, Mike Valley
- Another Unsolicited Freeware Tip, Caldwell, Stan
- RE: Diaphragm Rigidity, Scott Maxwell
- Re: length to be used for tension bracing kl/r, Padmanabhan Rajendran
- Re: Question for the snow gurus, h . d . richardson
- Re: Question for the snow gurus, Forrest Braun
- Outlook XP question, Structuralist
- RE: Another Unsolicited Freeware Tip, Structuralist
- Re: UCBC Appendix Chapter 1 - URM Retrofit question, Lynn
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- RE: ASCE Wind Speed Criteria, Bill Polhemus
- RE: Another Unsolicited Freeware Tip, Bill Polhemus
- Re: length to be used for tension bracing kl/r, Mlcse
- Re: Diaphragm Rigidity, Mlcse
- Re: Another Unsolicited Freeware Tip, Greg Smith
- RE: UCBC Appendix Chapter 1 - URM Retrofit question, Structuralist
- Re: Outlook XP question, Andrea Morelli
- Re: Question for the snow gurus, Andrea Morelli
- Re: Outlook XP question, Andrea Morelli
- RE: Another Unsolicited Freeware Tip, Bill Polhemus
- Unfamiliar bar joists, Adair, Joel
- Re: Question for the snow gurus, Dan Goodrich
- RE: Unfamiliar bar joists, Sprague, Harold O.
- Re: Unfamiliar bar joists, Davis Parsons
- RE: Question for the snow gurus, Sprague, Harold O.
- RE: Unfamiliar bar joists, Adair, Joel
- Re: seaint Digest for 28 Jun 2001, KMoore
- Unfamiliar bar joists, Roger Turk
- RE: Unfamiliar bar joists, Brian K. Smith
- RE: Unfamiliar bar joists, Effland, Greg
- LOAD COMBINATIONS, Juan José Treff De la Mora
- Masonry Cement, Jim Kestner
- RE: Masonry Cement, David Fisher
- Horiz. Steel for Stack Bond Walls, Jim Kestner
- RE: Masonry Cement, Roger Davis
- RE: Masonry Cement, Roger Davis
- RE: Masonry Cement, Jim Kestner
- RE: LOAD COMBINATIONS, Effland, Greg
- RE: LOAD COMBINATIONS, Francisco Diego Arcos
- RE: Masonry Cement, Roger Turk
- RE: Masonry Cement, Sherman, William
- Half-allowable stresses for masonry, Sherman, William
- RE: Half-allowable stresses for masonry, Haan, Scott M.
- Re: Half-allowable stresses for masonry, Paul Feather
- RE: Outlook XP question, Structuralist
- Re: Low Concrete Quality, M Hariharan/engg
- Re: Half-allowable stresses for masonry, Javier Encinas
- TEDDS Discussion, Structuralist
- Jobs Wanted and Help Offered Bulletin Board, Structuralist
- RE: Errata to 97 UBC (galvanized nails in PT above grade), dcarroll
- RE: Errata to 97 UBC (galvanized nails in PT above grade), dcarroll
- underpinning adjacent buildings, Jeff Smith
- Re: Jobs Wanted and Help Offered Bulletin Board, Syed Basith
- Re: Jobs Wanted and Help Offered Bulletin Board, Syed Basith
- tower with podium, cmendoza
- RE: Errata to 97 UBC (galvanized nails in PT above grade), Structuralist
- Re: tower with podium, asisclo villafuerte
- RE: Masonry Cement, Roger Davis
- RE: Masonry Cement, Roger Davis
- Re: Masonry Cement, Jim Kestner
- RE: Masonry Cement, Sherman, William
- RE: Masonry Cement, Roger Davis
- RE: New LARUCP Type V Sheet is Available, sharonb
- RE: Masonry Cement, Sprague, Harold O.
- Crack in Wall Connected to Post-tensioned Slab, Shahrouri Issam
- RE: Crack in Wall Connected to Post-tensioned Slab, Sprague, Harold O.
- Re: Masonry Cement, Nels Roselund, SE
- RE: PRE-DIMENSIONING HELP, Francisco Diego Arcos
- Re: Masonry Cement, Roger Turk
- RE: Masonry Cement, Roger Turk
- Re: Crack in Wall Connected to Post-tensioned Slab, Paul Feather
- Equipment Loads vs Live Loads, George M Ghaly
- Re: Jobs Wanted and Help Offered Bulletin Board, ken kirkland
- Re: Equipment Loads vs Live Loads, h . d . richardson
- Re: Block information, Cadraftsman !
- ASTM A120-21, Pat Clark
- Joist Girder Connection, richard lewis
- RE: Equipment Loads vs Live Loads, Sherman, William
- Re: Jobs Wanted and Help Offered Bulletin Board, richard lewis
- BUILDING DRAWINGS???, Francisco Diego Arcos
- RE: Equipment Loads vs Live Loads, Christopher Wright
- FW: BUILDING DRAWINGS???, T. Eric Gillham PE
- FW: ETABS V7.17 - R/C Design, T. Eric Gillham PE
- RV: Foundation during Earthquake, raul labbe
- Hoop ties in grade beams, Sharad T. Patel
- ASTM A120-21, Roger Turk
- Re: Equipment Loads vs Live Loads, syed faiz ahmad
- RE: Joist Girder Connection, David Williams
- Re: ETABS V7.17 - R/C Design, Oshin Tosounian
- Upgrade Wars: My Story, Bill Polhemus
- RE: ETABS V7.17 - R/C Design, Bill Polhemus
- RE: Outlook XP question, Joseph Harouni
- Allowable Stresses In Wood, Michael Bryson
- Re: Allowable Stresses In Wood, Gerard Madden
- RE: Allowable Stresses In Wood, Jeff Ellis
- Re: Allowable Stresses In Wood, Frank Glazewski
- ANN: Rebirth of the SE-Practice List, Bill Polhemus
- Re: Allowable Stresses In Wood, Mlcse
- Re: Joist Girder Connection, Chris TSE
- Re: Joist Girder Connection, Paul Feather
- Re: Allowable Stresses In Wood, Neil Moore
- RE: Structural Draftsman relocating to Santa Clarita, CA, HAWNENG
- question, sateesh kumar gajjala
- RE: Outlook XP question, Structuralist
- Structuralist.Net - New International Employment Bulletin Board, Structuralist
- Glass in tall buildings, A.S. Moghadam
- RE: Allowable Stresses In Wood, Bill Polhemus
- Re: Joist Girder Connection, Michael Zaitz
- RE: Masonry Cement, Roger Davis
- Availability of the 2000 NEHRP Recommended Provisions online, Claret Heider
- Re: ASTM A120-21, Pat Clark
- RE: Joist Girder Connection, Mark E. Deardorff
- RE: Glass in tall buildings, Haan, Scott M.
- moment frame problem, Pat Clark
- Re: ASTM A120-21, Roger Turk
- 600' metal deck roof cracking exterior cmu walls - exansion joint spacing rules of thumb?, Haan, Scott M.
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