SEAINT Mail Archive 2003 (Jul-Sep)
Civil and Structural Engineering discussions by date
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Messages: 2590
- RE: Nelson Stud Design Values, brian stanley
- Re: light extrior wall, Walt Sawruk
- Heavy Hex Nuts, M. David Finley, P.E.
- Re: Heavy Hex Nuts, THunt
- Re: Heavy Hex Nuts, Bruce Vaughan
- RE: CAUTION: ASCE Order Confirmation, Caldwell, Stan
- Re: Block wet set, Andrew Wilson
- Block wet set, Tarek Mokhtar
- anchor bolts/ deck collapse, Andrew Kester
- RE: anchor bolts/ deck collapse, Gerard Madden, SE
- RE: concrete anchorage, Emery Ojala
- RE: anchor bolts/ deck collapse, Dennis Wish
- RE: anchor bolts/ deck collapse, Gerard Madden, SE
- RE: Advice on a 230 ft long bldb, Dennis Wish
- RE: anchor bolts/ deck collapse, Hewitt, Chris
- Transfer of roof lateral forces to masonry bearing/shear walls, Eric McAndrew
- RE: Transfer of roof lateral forces to masonry bearing/shear walls, Jim Persing
- deck collapse, Andrew Kester
- Re: deck collapse, Davis Parsons
- Re: deck collapse, Roger Turk
- Re: deck collapse, Christopher Wright
- Re: Professional's Survival Guide Seminar, Jnapd
- Re: Professional's Survival Guide Seminar, Neil Moore
- Re: Professional's Survival Guide Seminar, Jnapd
- RE: deck collapse, Schwan, Martin K.
- Re: deck collapse, Scott Maxwell
- CCD Method Of Anchorage Design, Rick . Drake
- RE: deck collapse, Carter, Charlie
- RE: deck collapse, Scott Maxwell
- Re: CCD Method Of Anchorage Design, Scott Maxwell
- Re: deck collapse, David Sharp
- Lateral Seismic Loads on Piles, richard lewis
- Re: CCD Method Of Anchorage Design, Rick . Drake
- Re: deck collapse, Roger Turk
- RE: AK coast guard tower, Lutz, James
- RE: deck collapse, Dennis Wish
- Re: deck collapse, Scott Maxwell
- deck collapse, Glenn Otto
- RE: deck collapse, Christopher Wright
- RE: deck collapse, Scott Maxwell
- RE: deck collapse, Christopher Wright
- Re: Block wet set, jim jensen
- ASME/ANSI A17.1 (as last revised), Ellen
- RE: ASME/ANSI A17.1 (as last revised), Jan Harris
- Re: St. Louis hopes bridge spans past, future success, Rbengrguy
- Re: deck collapse, Rbengrguy
- RE: St. Louis hopes bridge spans past, future success, Russ, John P
- RE: deck collapse, Hewitt, Chris
- deck collapse, part IX, Andrew Kester
- CMU Site tolerances, Chris Banbury
- RE: deck collapse, Scott Maxwell
- Re: deck collapse, part IX, Scott Maxwell
- RE: deck collapse, Christopher Wright
- Re: deck collapse, part IX, Christopher Wright
- RE: CMU Site tolerances, Jim Persing
- RE: deck collapse, Scott Maxwell
- Re: deck collapse, part IX, Scott Maxwell
- Re: CMU Site tolerances, Scott Maxwell
- Seismic- IBC 2000, Sherman, William
- Re: deck collapse, part IX, Christopher Wright
- RE: ASME/ANSI A17.1 (as last revised), Ellen
- Favorite Calculator Bites the Dust, Thor Tandy
- [no subject], Thor Tandy
- RE: ASME/ANSI A17.1 (as last revised), Neil Moore
- Re: ASME/ANSI A17.1 (as last revised), GSKWY
- Re: Favorite Calculator Bites the Dust, Christopher Wright
- RE: ASME/ANSI A17.1 (as last revised), Lowen, Dave
- Re: Favorite Calculator Bites the Dust, G Vishwanath
- Re: Block wet set, Cratylus Consulting Group
- automated response, Kenny Arnott
- Refundable or Non-Refundable Retainers, Dennis Wish
- Re: Refundable or Non-Refundable Retainers, J K Hosseinzadeh
- Re: Refundable or Non-Refundable Retainers, M. David Finley, P.E.
- Re: Refundable or Non-Refundable Retainers, Cratylus Consulting Group
- Re: Refundable or Non-Refundable Retainers, chuckuc
- RE: CCD Method Of Anchorage Design, Sherman, William
- RE: CCD Method Of Anchorage Design, Jake Watson
- Single Rail Crane, M. David Finley, P.E.
- Re: Single Rail Crane, THunt
- Re: Single Rail Crane, Christopher Wright
- NFPA 5000 Backdoor, THunt
- French drain installation, djkiss55
- Re: NFPA 5000 Backdoor, MJSLAYSMAN
- Re: NFPA 5000 Backdoor, THunt
- Re: NFPA 5000 Backdoor, Ben Yousefi
- RE: NFPA 5000 Backdoor, Jake Watson
- RE: French drain installation, Sprague, Harold O.
- RE: French drain installation, djkiss55
- using existing structures, Jason Kilgore
- Re: using existing structures, EphHirsch
- White Rust, Paul Feather
- Re: using existing structures, Daryl Richardson
- Re: Favorite Calculator Bites the Dust, Bob Kazanjy
- Re: Favorite Calculator Bites the Dust, Drew Morris
- RE: Professional's Survival Guide Seminar, Bill Allen
- Re: Favorite Calculator Bites the Dust, Thor Tandy
- Re: White Rust, GSKWY
- Re: Favorite Calculator Bites the Dust, Christopher Wright
- Re: French drain installation, jim jensen
- Re: French drain installation, jim jensen
- Re: White Rust, Richard M. Beldyk, P.E., CPEng
- Re: White Rust, Richard M. Beldyk, P.E., CPEng
- Re: using existing structures, Jason Kilgore
- Re: using existing structures, Jason Kilgore
- Plan Irregularity Type 5, lrhauer
- RE: using existing structures, Sprague, Harold O.
- Re: Plan Irregularity Type 5, Ben Yousefi
- Re: White Rust, Paul Feather
- Re: French drain installation, Cratylus Consulting Group
- steel stress, Andrew Kester
- RE: French drain installation, Brent Koch
- Re: steel stress, Rick . Drake
- Re: Favorite Calculator Bites the Dust, Mark D. Anderson PE
- Lunch Seminar on Codes/ Structures., Andy Richardson
- Re: Favorite Calculator Bites the Dust, Drew Morris
- Re: steel stress, Christopher Wright
- Re: French drain installation, Andy Richardson
- Florida Building Code: 150% Overturning, Chris Banbury
- Residential Roadway over Culvert, Bill Allen
- Re: Residential Roadway over Culvert, THunt
- RE: Residential Roadway over Culvert, Russ, John P
- Re: steel stress, Tripp Howard
- RE: Favorite Calculator Bites the Dust, Haan, Scott M.
- RE: Favorite Calculator Bites the Dust, THunt
- Re: Favorite Calculator Bites the Dust, Charley Hamilton
- Mom. Inertia for Concrete, richard lewis
- Any RETAINING WALL Design Spreadsheet on web ?, Tahir Qureshi, PE
- Re: Mom. Inertia for Concrete, Scott Maxwell
- Re: Favorite Calculator Bites the Dust, Roger Turk
- Re: BOLT TORQUE/TENSION RELATIONSHIP, Ivan Lippi
- RE: Favorite Calculator Bites the Dust, Christopher Wright
- crack slab on grade, D.A.
- Re: Mom. Inertia for Concrete, Simon
- RE: Mom. Inertia for Concrete, Frank Yang
- RE: Mom. Inertia for Concrete, Michael Bryson
- Re: Favorite Calculator Bites the Dust, Christopher Wright
- Re: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- Re: French drain installation, jim jensen
- Re: Favorite Calculator Bites the Dust, Suresh Acharya
- Re: French drain installation, chuckuc
- Re: French drain installation, jim jensen
- Calculator, Thor Tandy
- Sealing of As-Builts, Mike Zaitz
- RE: Sealing of As-Builts, Sherman, William
- RE: Sealing of As-Builts, Jan Harris
- Re: Sealing of As-Builts, Nels Roselund, SE
- RE: Sealing of As-Builts, Kestner, James W.
- Re: Calculator, Christopher Wright
- FW: Rebuilt Autocad files, x1011418
- Talk to Civil/Site staff, Michael Hemstad
- Re: Rebuilt Autocad files, M. David Finley, P.E.
- RE: Rebuilt Autocad files, Robert Rogers
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Sprague, Harold O.
- RE: Sealing of As-Builts, Puskas, David
- Re: Rebuilt Autocad files, Richard M. Beldyk, P.E., CPEng
- RE: Sealing of As-Builts, Gary Ehrlich
- RE: Rebuilt Autocad files, Brian M. Spencer
- RE: Favorite Calculator Bites the Dust, Haan, Scott M.
- stress decrease- FBC, Andrew Kester
- RE: Rebuilt Autocad files, Bill Allen
- sars in gulf air, paag faag
- minimum fc for Residential slab on grade, Dennis Wish
- RE: minimum fc for Residential slab on grade, George Richards P.E.
- RE: minimum fc for Residential slab on grade, Gerard Madden, SE
- Re: minimum fc for Residential slab on grade, EphHirsch
- RE: minimum fc for Residential slab on grade, Michael Bryson
- Re: Professional's Survival Guide Seminar, Jnapd
- Expansion Joints-New to Existing Construction, Mr. W
- RE: Sealing of As-Builts, Kestner, James W.
- Re: Residential Roadway over Culvert, Stanley E Scholl
- Recall: BOLT TORQUE/TENSION RELATIONSHIP, Haan, Scott M.
- Re: Mom. Inertia for Concrete, GSKWY
- RE: Sealing of As-Builts, Gary Ehrlich
- Re: minimum fc for Residential slab on grade, Stanley E Scholl
- Re: Rebuilt Autocad files, vlad
- RE: Favorite Calculator Bites the Dust, Michael Bryson
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- Who needs scientific calculators now?, G Vishwanath
- Re: minimum fc for Residential slab on grade, Scott Maxwell
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Carter, Charlie
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Carter, Charlie
- RE: Favorite Calculator Bites the Dust, Gary Hodgson & Associates
- RE: Favorite Calculator Bites the Dust, Terry Triest
- Re: Who needs scientific calculators now?, Thor Tandy
- Elevated Structural Floor Slab Jointing, Jenkins Engineering, Inc.
- RE: Elevated Structural Floor Slab Jointing, Kestner, James W.
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Sprague, Harold O.
- RE: minimum fc for Residential slab on grade, Dennis Wish
- Re: Who needs scientific calculators now?, Seth W. Cutler
- Re: Sealing of As-Builts, Daryl Richardson
- RE: Favorite Calculator Bites the Dust, Seth W. Cutler
- Re: minimum fc for Residential slab on grade, David Chang
- Coped Steel beam Connections, Zachary Goswick
- Re: Who needs scientific calculators now?, Jason Kilgore
- Re: Any RETAINING WALL Design Spreadsheet on web ?, Walter Sheen
- Re: Who needs scientific calculators now?, chuckuc
- Re: minimum fc for Residential slab on grade, chuckuc
- double angle conn, brian stanley
- Was minimum f'c..., George Richards P.E.
- Re: Any RETAINING WALL Design Spreadsheet on web ?, Tahir Qureshi, PE
- Re: Elevated Structural Floor Slab Joint, Structures Online
- Re: Favorite Calculator Bites the Dust, Drew Morris
- Re: Who needs scientific calculators now?, Christopher Wright
- RE: Who needs scientific calculators now?, Alden Manipula
- RE: Elevated Structural Floor Slab Joint, Kestner, James W.
- Re: Who needs scientific calculators now, Roger Turk
- RE: double angle conn, Zachary Goswick
- Re: Who needs scientific calculators now?, Christopher Wright
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- RE: Favorite Calculator Bites the Dust, Jake Watson
- Re: Elevated Structural Floor Slab Jointing, Structures Online
- Shear Key in Basement walls, G M
- Re: Any RETAINING WALL Design Spreadsheet on web ?, LEDSTRUCTURES
- RE: minimum fc for Residential slab on grade, Scott Maxwell
- Re: crack slab on grade, Nels Roselund, SE
- RE: BOLT TORQUE/TENSION RELATIONSHIP, jim jensen
- Calcs on the web! Any worries?, Bill Allen
- Re: Calcs on the web! Any worries?, Jnapd
- Re: Calcs on the web! Any worries?, Thor Tandy
- Re: Any RETAINING WALL Design Spreadsheet on web ?, Tahir Qureshi, PE
- Re: Calcs on the web! Any worries?, Scott Maxwell
- Re: Shear Key in Basement walls, Tripp Howard
- salt storage building - design pressure, Ken Peoples
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Sprague, Harold O.
- Re: salt storage building - design pressure, Jason Kilgore
- RE: Calcs on the web! Any worries?, Jake Watson
- Re: Elevated Structural Floor Slab Joint, Paul Feather
- RE: Calcs on the web! Any worries?, Jim Persing
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- Re: Calcs on the web! Any worries?, Christopher Wright
- Re: Shear Key in Basement walls, Jason Kilgore
- Mixing Bolt Diameters, Kestner, James W.
- RE: Mixing Bolt Diameters, Sprague, Harold O.
- Re: Mixing Bolt Diameters, Jason Kilgore
- Re: Shear Key in Basement walls, JEFF CORONADO
- RE: Shear Key in Basement walls, G M
- Slab on grade documents, GSKWY
- RE: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- Quonset Huts, Sharon Robertson
- Re: Any RETAINING WALL Design Spreadsheet on web ?, G M
- Quonset Huts, Roger Turk
- RE: Quonset Huts, Sharon Robertson
- Re: BOLT TORQUE/TENSION RELATIONSHIP, Nels Roselund, SE
- Re: salt storage building - design pressure, Tahir Qureshi, PE
- RE: Shear Key in Basement walls, Jake Watson
- RE: Any RETAINING WALL Design Spreadsheet on web ?, Ahcene Djebli
- RE: Shear Key in Basement walls, Samir Ghosn
- Turning Templates, esuk
- RE: Advice on a 230 ft long bldb, G M
- Re: double angle conn, JEFF CORONADO
- Re: BOLT TORQUE/TENSION RELATIONSHIP, Charley Hamilton
- RE: Mixing Bolt Diameters, brian stanley
- Re: Calcs on the web! Any worries?, Paul Feather
- Roof Rafter Spans., Tim Spengler
- RE: Shear Key in Basement walls, Jake Watson
- Slab on ground, GSKWY
- Re: BOLT TORQUE/TENSION RELATIONSHIP, Christopher Wright
- Re: Mixing Bolt Diameters, CanitzCF
- Article in Modern Steel Construction (July 2003), G Vishwanath
- Re:Mixing boly diameters, G Vishwanath
- Re: Slab on grade documents, jim jensen
- Re: Elevated Structural Floor Slab Joint, Structures Online
- RE: BOLT TORQUE/TENSION RELATIONSHIP, jim jensen
- ABC7Chicago.com: Building owner breaks his silence after deadly porch collapse, rbengrguy
- Article from the Chicago Sun-Times, rbengrguy
- APPENDIX D - ANCHORING TO CONCRETE, John Nader
- RE: APPENDIX D - ANCHORING TO CONCRETE, Jake Watson
- Re: APPENDIX D - ANCHORING TO CONCRETE, John Nader
- RE: APPENDIX D - ANCHORING TO CONCRETE, Jake Watson
- Downloads on www.cseforum.net, admin
- Re: Downloads on www.cseforum.net, Neil Moore
- AISC "Chevron bracing in..." shear lag question, Rick Burch
- Re: AISC "Chevron bracing in..." shear lag question, Dave Evans
- 1933 Riley Act/1935 UBC, Steve Privett
- Downloads on www.cseforum.net, admin
- RE: double angle conn, Eric Ober
- RE: double angle conn, brian stanley
- ACI APP. D, Andrew Kester
- RE: APPENDIX D - ANCHORING TO CONCRETE, Chris Banbury
- RE: APPENDIX D - ANCHORING TO CONCRETE, Scott Maxwell
- RE: Mixing Bolt Diameters, Carter, Charlie
- RE: Shear Key in Basement walls, Lutz, James
- re: 1933 Riley Act/1935 UBC, Fred M. Turner
- Repetitive Use of Design, Bill Marczewski
- Re: Mixing Bolt Diameters, Structures Online
- RE: Repetitive Use of Design, Lutz, James
- RE: Repetitive Use of Design, Caldwell, Stan
- double angle conn, Zachary Goswick
- Re: Repetitive Use of Design, Jnapd
- Re: Mixing Bolt Diameters, Ivan Lippi
- Re: Mixing Bolt Diameters, Ivan Lippi
- I-CODES in california, David Merrick
- RE: Mixing Bolt Diameters, Bill Marczewski
- RE: I-CODES in california, Bill Marczewski
- Re: I-CODES in california, THunt
- International Code Council Codes (I-Codes) vs. NFPA Codes, FEMCCLURE
- Re: 1933 Riley Act/1935 UBC, Steve Privett
- Re: Repetitive Use of Design, Stanley E Scholl
- Passive Replacement of Structural Engineer, George A. Kelley
- Re: I-CODES in california, Scott Maxwell
- Passive Replacement of Structural Engineer, Mark Gilligan
- Plan Irregularity Type 5, Mark Gilligan
- RE: APPENDIX D - EQUATION (D-5), Chris Banbury
- scab structural engineer??, Andrew Kester
- RE: scab structural engineer??, Stuart, Matthew
- RE: scab structural engineer??, dfisher(--nospam--at)fpse.com
- Re: Repetitive Use of Design, Jason Kilgore
- RE: scab structural engineer??, Narayanan, Ram
- RE: scab structural engineer??, dfisher(--nospam--at)fpse.com
- Supporting the ICC in California, Haghani, Eric
- RE: Calcs on the web! Any worries?, Bill Allen
- RE: Calcs on the web! Any worries?, Bill Allen
- RE: Calcs on the web! Any worries?, Bill Allen
- Re: Repetitive Use of Design, Paul Ransom
- RE: Calcs on the web! Any worries?, Christopher Wright
- RE: Calcs on the web! Any worries?, Bill Allen
- RE: Calcs on the web! Any worries?, Bill Allen
- RE: Calcs on the web! Any worries?, Bill Allen
- RE: Passive Replacement of Structural Engineer, Bill Allen
- Bending Threaded Connection Design, Mateusz Podskarbi
- ASCE Steel Connection Design Seminar, Keith Fix
- RE: scab structural engineer??, Dennis Wish
- RE: Calcs on the web! Any worries?, Bill Allen
- OSB sheathing exposed to weather, LSFORDHLA
- Re: OSB sheathing exposed to weather, Paul Feather
- RE: OSB sheathing exposed to weather, Dave Adams
- REFERENCE TO HSS MOMENT CONNECTION, D.A.
- OSB sheathing exposed to weather, Roger Turk
- RE: OSB sheathing exposed to weather, Lutz, James
- Re: Bending Threaded Connection Design, Bob Kazanjy
- When is an Architect or Engineer Required?, Bill Polhemus
- When is an Architect or Engineer Require, Roger Turk
- Re: ASCE Steel Connection Design Seminar, Christopher Wright
- Re: When is an Architect or Engineer Required?, Christopher Wright
- RE: When is an Architect or Engineer Require, Bill Polhemus
- RE: When is an Architect or Engineer Require, Dennis Wish
- Re: When is an Architect or Engineer Required?, jim jensen
- Re: When is an Architect or Engineer Required?, Scott Maxwell
- RE: When is an Architect or Engineer Required?, Dennis Wish
- RE: APPENDIX D - EQUATION (D-5), Scott Maxwell
- Re: When is an Architect or Engineer Required?, Jnapd
- RE: When is an Architect or Engineer Required?, Bill Polhemus
- RE: When is an Architect or Engineer Required?, Bill Polhemus
- Separating slab on grade, Andy Richardson
- RE: Repetitive Use of Design, Bill Polhemus
- Re: REFERENCE TO HSS MOMENT CONNECTION, Ben Yousefi
- RE: When is an Architect or Engineer Required?, Christopher Wright
- Re: When is an Architect or Engineer Required?, Davis Parsons
- RE: REFERENCE TO HSS MOMENT CONNECTION, Bill Allen
- Re: When is an Architect or Engineer Req, Davis Parsons
- RE: REFERENCE TO HSS MOMENT CONNECTION, Bill Marczewski
- RE: REFERENCE TO HSS MOMENT CONNECTION, Bill Marczewski
- Re: REFERENCE TO HSS MOMENT CONNECTION, Neil Moore
- RE: When is an Architect or Engineer Req, Bill Polhemus
- Re: Separating slab on grade, Daryl Richardson
- Re: Separating slab on grade, GSKWY
- Is it frame or not, D.A.
- When is an Architect or Engineer Required?, Michael Hemstad
- Re: Is it frame or not, Prof. Ravi Sinha
- RE: REFERENCE TO HSS MOMENT CONNECTION, Eric Ober
- Re: When is an Architect or Engineer Required?, chuckuc
- Re: When is an Architect or Engineer Required?, Cain, William
- RE: Is it frame or not, Bill Allen
- RE: When is an Architect or Engineer Required?, Dennis Wish
- Re: When is an Architect or Engineer Required?, Chris Lillback
- RE: OSB sheathing exposed to weather, Tom Skaggs
- RE: REFERENCE TO HSS MOMENT CONNECTION, Ben Yousefi
- RE: REFERENCE TO HSS MOMENT CONNECTION, Scott Maxwell
- RE: Separating slab on grade, Scott Maxwell
- Re: Is it frame or not, Stanley E Scholl
- RE: When is an Architect or Engineer Required?, Christopher Wright
- Details, Struts, Thrust, Etc., Bill Polhemus
- RE: Separating slab on grade, Lutz, James
- RE: When is an Architect or Engineer Required?, Scott Maxwell
- RE: Bending Threaded Connection Design, Mateusz Podskarbi
- [no subject], Ronald R. Garcia
- Re: REFERENCE TO HSS MOMENT CONNECTION, D.A.
- RE: Separating slab on grade, Bill Polhemus
- HSS Moment Connections, Richard Collins
- REFERENCE TO HSS MOMENT CONNECTION, D.A.
- RE: When is an Architect or Engineer Required?, Scott Maxwell
- [no subject], Andy Richardson
- REFERENCE TO HSS MOMENT CONNECTION, Michael Hemstad
- Re: Is it frame or not, Ben Yousefi
- LRFD steel beam bearing plate design, Andy Heigley
- Hip Roof Construction, Bill Polhemus
- RE: ASCE Steel Connection Design Seminar, Carter, Charlie
- RE: Details, Struts, Thrust, Etc., Jake Watson
- RE: Separating slab on grade, GSKWY
- Re: REFERENCE TO HSS MOMENT CONNECTION, Jason Kilgore
- RE: Is it frame or not, Bill Marczewski
- Re: When is an Architect or Engineer Required?, chuckuc
- RE: LRFD steel beam bearing plate design, brian stanley
- Re: Details, Struts, Thrust, Etc., Paul Feather
- Coordination with other trades, Kestner, James W.
- RE: LRFD steel beam bearing plate design, Eric Ober
- earlier post clarification- replacement engineer, Andrew Kester
- RE: Details, Struts, Thrust, Etc., Roger Turk
- RE: Hip Roof Construction, Peter James
- Re: Separating slab on grade, Scott Maxwell
- Re: Is it frame or not, D.A.
- Re: Hip Roof Construction, David Topete
- Re: Details, Struts, Thrust, Etc., Nels Roselund, SE
- RE: slabs on grade (sorry it is long), Sprague, Harold O.
- Re: Coordination with other trades, Daryl Richardson
- RE: Coordination with other trades, Jake Watson
- RE: ASCE Steel Connection Design Seminar, Carter, Charlie
- RE: REFERENCE TO HSS MOMENT CONNECTION, Bill Allen
- Re: Is it frame or not, Nels Roselund, SE
- Re: Is it frame or not, Stanley E Scholl
- RE: REFERENCE TO HSS MOMENT CONNECTION, Bill Allen
- RE: LRFD steel beam bearing plate design, brian stanley
- PCA Notes on ACI 318-02, Szuchuan Chang
- RE: Is it frame or not, Prof. Ravi Sinha
- RE: When is an Architect or Engineer Required?, Ray Pixley
- slabs on grade (sorry it is long), Andrew Kester
- FRP - Temp Reinf., Seth W. Cutler
- RE: REFERENCE TO HSS MOMENT CONNECTION, Scott Maxwell
- Re: When is an Architect or Engineer Required?, jim jensen
- RE: ASCE Steel Connection Design Seminar, Christopher Wright
- Re: slabs on grade (sorry it is long), Scott Maxwell
- Re: Is it frame or not, Mark Gilligan
- RE: Details, Struts, Thrust, Etc., Dennis Wish
- RE: Hip Roof Construction, Dennis Wish
- Re: Details, Struts, Thrust, Etc., Christopher Wright
- Re: When is an Architect or Engineer Required?, Scott Maxwell
- Re: Details, Struts, Thrust, Etc., Nels Roselund, SE
- S.O.G., Andrew Kester
- Re: Coordination with other trades, Jason Kilgore
- Plan Stamping, Jason Kilgore
- Slabs on Ground, GSKWY
- Re: S.O.G., Scott Maxwell
- RE: Coordination with other trades, Kestner, James W.
- Re: Plan Stamping, Christopher Wright
- vibration characteristics of post-tensioned concrete construction, Clifford Schwinger
- Re: Details, Struts, Thrust, Etc., Christopher Wright
- RE: Plan Stamping, Paul Crocker
- Re: When is an Architect or Engineer Required?, Paul Feather
- RE: Plan Stamping, Caldwell, Stan
- Re: Details, Struts, Thrust, Etc., Jason Kilgore
- Re: Details, Struts, Thrust, Etc., Tim Allison
- Building from 1969 (more info), Gerard Madden, SE
- Ripping Graded Lumber WAS: When is an Architect or Engineer Required?, Dennis Wish
- Re: Details, Struts, Thrust, Etc., Christopher Wright
- Re: Plan Stamping, Jason Kilgore
- RE: S.O.G., Sprague, Harold O.
- RE: vibration characteristics of post-tensioned concrete construction, Mark Geoghegan
- RE: vibration characteristics of post-tensioned concrete construc tion, Carter, Charlie
- RE: Building from 1969 (more info), Gerard Madden, SE
- RE: structural observation form, Aswin Rangaswamy
- Re: Slabs on Ground, chuckuc
- Re: FRP - Temp Reinf., CanitzCF
- Re: I am looking for pictures and war stories, Cratylus Consulting Group
- RE: Plan Stamping, Bill Polhemus
- RE: I am looking for pictures and war stories, Carter, Charlie
- RE: Large block of concrete, Carter, Charlie
- RE: Plan Stamping, Dennis Wish
- Re: Building from 1969 (more info), Jnapd
- RE: Plan Stamping, Bill Polhemus
- Large block of concrete, Padmanabhan Rajendran
- RE: Plan Stamping, Ray Pixley
- Re: Plan Stamping, Daryl Richardson
- Re: Slabs on Ground, GSKWY
- RE: Plan Stamping, Bill Polhemus
- Re: Plan Stamping, Ray Pixley
- Re: Any RETAINING WALL Design Spreadsheet on web ?, N. Blair
- Re: Large block of concrete, Scott Maxwell
- Ceramic Tile Cracks on Wood Floors, Frank Woeste
- Re: minimum fc for Residential slab on grade, JohnOttCE
- Re: Plan Stamping, Daryl Richardson
- Re: Plan Stamping, Daryl Richardson
- Re: Plan Stamping, Ray Pixley
- Wind question, John Nader
- Re: Wind question, Ryan Lawton
- RE: Large block of concrete, Michael Bryson
- Re:, Gil Brock
- Re: Wind question, Thor Tandy
- Re: minimum fc for Residential slab on grade, Scott Maxwell
- Re: Plan Stamping, G Vishwanath
- Lightning Strike on SOG, Chris Banbury
- interior wall pressures, Andrew Kester
- Wind question, Roger Turk
- Re: Plan Stamping, Paul Feather
- Re: Large block of concrete, THunt
- RE: Plan Stamping, Ramesh Kakaraparthi
- Re: Plan Stamping, Structures Online
- Re: Large block of concrete, Padmanabhan Rajendran
- Philippines CFS Member, Paul Blomberg
- RE: Plan Stamping, Bill Polhemus
- Re: Large block of concrete, Daryl Richardson
- RE: Philippines CFS Member, Bill Polhemus
- "Water in the Hole", Bill Polhemus
- Re: "Water in the Hole", THunt
- Re: FRP - Temp Reinf., THunt
- Joist Modification, Meyer, Jonathan
- Re: "Water in the Hole", SAJ5
- Re: FRP - Temp Reinf., GSKWY
- RE: "Water in the Hole", Bill Polhemus
- RE: "Water in the Hole", Nick Blackburn
- Re: "Water in the Hole", M. David Finley, P.E.
- RE: "Water in the Hole", Scott Maxwell
- Re: FRP - Temp Reinf., THunt
- Re: FRP - Temp Reinf., Scott Maxwell
- RE: "Water in the Hole", Tripp Howard
- Re: FRP - Temp Reinf., Tripp Howard
- Re: "Water in the Hole", Jason Kilgore
- RE: "Water in the Hole", Bill Polhemus
- Re: Ceramic Tile Cracks on Wood Floors, Bob Kazanjy
- Re: Joist Modification, Richard Fennell @ DSI
- Re: Joist Modification, Daryl Richardson
- Re: "Water in the Hole", Roger Turk
- RE: Wind question, Tim Campbell
- A307 footing bolts for columns., kg
- Re: Philippines CFS Member, Roy Sharif M. Sison
- Weight of Soil, Jason Kilgore
- Re: Weight of Soil, Daryl Richardson
- RE: "Water in the Hole", Caldwell, Stan
- RE: Plan Stamping, Bill Polhemus
- Building a proper porch, rbengrguy
- don't mess with Texas, Andrew Kester
- Re: Joist Modification, Gary Hodgson & Associates
- FW: A307 footing bolts, Angela Baughman
- Re: FRP - Temp Reinf., Seth W. Cutler
- lightning strike, Andrew Kester
- AISC Shapes: k_det vs. k_des, ESuk
- RE: don't mess with Texas, Paul Crocker
- Re: don't mess with Texas, Jason Kilgore
- exposed base plates / hillside construction, PFFEI
- RE: Plan Stamping, Christopher Wright
- joist mods, Andrew Kester
- RE: joist mods, Kestner, James W.
- RE: don't mess with Texas, Eric Green
- Seminar on Bridges, CM Iqbal
- Re: Lightning Strike on SOG, GSKWY
- Re: don't mess with Texas, Drew Morris
- Re: lightning strike, Paul Blomberg
- Re: don't mess with Texas, John H. Cato, jr., R.A.
- Re: AISC Shapes: k_det vs. k_des, Scott Maxwell
- Re: Joist Modification, Gary Hodgson & Associates
- RE: AISC Shapes: k_det vs. k_des, Adair, Joel
- RE: AISC Shapes: k_det vs. k_des, Gunnar Hafsteinn Isleifsson
- Sill plate anchor bolts., Tim Spengler
- Re: Sill plate anchor bolts., Ben Yousefi
- Construction Assessment - Austin, Texas, Bill Polhemus
- RE: Sill plate anchor bolts., Dave Adams
- Re: Sill plate anchor bolts., Neil Moore
- RE: Sill plate anchor bolts., Ellen Eastgate
- Re: Sill plate anchor bolts., Stanley E Scholl
- Re: Plan Stamping, G Vishwanath
- Re: AISC Shapes: k_det vs. k_des, Rick Burch
- RE: don't mess with Texas, Roger Turk
- RE: don't mess with Texas, Bill Polhemus
- Re: Sill plate anchor bolts -1930 UBC and other trivia, Neil Moore
- Rack Supported Building Vendors, Meyer, Jonathan
- Re: exposed base plates / hillside construction, THunt
- ASCE 7-95 Open Structure, richard lewis
- RE: exposed base plates / hillside construction, brian stanley
- RE: Sill plate anchor bolts -1930 UBC and other trivia, Bill Allen
- RE: don't mess with Texas, Paul Crocker
- COLUMN STRIP WIDTHS FOR VARIOUS BAY LENGTHS, Brian Hsi
- foreign engineer requirements, Andrew Kester
- Re: COLUMN STRIP WIDTHS FOR VARIOUS BAY LENGTHS, Drew A. Norman, SE
- RE: foreign engineer requirements, Ramesh Kakaraparthi
- Educated vs. "Trained", Bill Polhemus
- Re: foreign engineer requirements, Christopher Wright
- RE: foreign engineer requirements, Bill Polhemus
- RE: Educated vs. "Trained", Jake Watson
- RE: Educated vs. "Trained", Bill Allen
- RE: Educated vs. "Trained", Bill Polhemus
- RE: Educated vs. "Trained", Bill Polhemus
- RE: Educated vs. "Trained", Gerard Madden, SE
- RE: foreign engineer requirements, Christopher Wright
- Re: Educated vs. "Trained" (long), Charley Hamilton
- future generations of engineers (was foreign engineer requirements), Clifford Schwinger
- Precast poles behind retaining wall, Sarah Nuttall
- Re: Educated vs. "Trained", Drew Morris
- RE: Educated vs. "Trained" (long), Scott, William N.
- Re: Educated vs. "Trained", Neil Moore
- RE: Educated vs. "Trained", Sharon Robertson
- Re: COLUMN STRIP WIDTHS FOR VARIOUS BAY LENGTHS, Gil Brock
- RE: foreign engineer requirements, Paul Crocker
- Re: Rack Supported Building Vendors, Stanley E Scholl
- Re: foreign engineer requirements, Scott Maxwell
- Re: foreign engineer requirements, Tim Allison
- Re: Rack Supported Building Vendors, Nels Roselund, SE
- Construction Estimating, Bill Polhemus
- RE: Educated vs. "Trained", Ray Pixley
- RE: foreign engineer requirements, Christopher Wright
- Re: Precast poles behind retaining wall, Jason Kilgore
- 50' high firewall design / detailing, Bruce Holcomb
- RE: Construction Estimating, Caldwell, Stan
- RE: foreign engineer requirements, Ed Tornberg
- Re: future generations of engineers (was foreign engineer requirements), Structures Online
- RE: Educated vs. "Trained", Ray Pixley
- Re: future generations of engineers (was foreign engineer requirements), Structures Online
- RE: foreign engineer requirements, Bill Polhemus
- RE: Educated vs. "Trained", Schwan, Martin K.
- RE: foreign engineer requirements, Tom Skaggs
- RE: Construction Estimating, Pat Symons
- Precast poles behind retaining wall, Sarah Nuttall
- Architect Question, Seth W. Cutler
- Future Generations of Engineers, Caldwell, Stan
- Re: Architect Question, Seth W. Cutler
- RE: Construction Estimating, THunt
- Re: Construction Estimating, jccpc
- Open Building with Gable using ASCE 7-95, richard lewis
- RE: Architect Question, Schwan, Martin K.
- Re: future generations of engineers (was foreign engineer requirements), David Sharp
- 200# Load on Cable Guardrail?, Doug Parker
- Glu-Lams, Gary Harris
- RE: foreign engineer requirements, Paul Crocker
- RE: Rack Supported Building Vendors, Meyer, Jonathan
- RE: Construction Estimating, Scott, William N.
- RE: 200# Load on Cable Guardrail?, Nick Blackburn
- Glu-Lams, Roger Turk
- Re: Glu-Lams, Paul Feather
- Heavy Timber Truss Connections, Paul Feather
- Re: Glu-Lams, Drew Morris
- Off Topic - Google search on Weapons of Mass Destruction, Dennis Wish
- RE: Educated vs. "Trained", Bill Allen
- Re: Construction Estimating, Stanley E Scholl
- RE: Educated vs. "Trained", Christopher Wright
- Re: Open Building with Gable using ASCE 7-95, Tripp Howard
- RE: 50' high firewall design / detailing, Nuttall, Davin J.
- RE: future generations of engineers (was foreign engineer requirements), Bill Polhemus
- Re: Future Generations of Engineers, Structures Online
- RE: Off Topic - Google search on Weapons of Mass Destruction, Sharon Robertson
- RE: Off Topic - Google search on Weapons of Mass Destruction, Paul Crocker
- Attn: Nick Blackburn, Doug Parker
- Open Building with Gable using ASCE 7-95, Chris Banbury
- Re: Future Generations of Engineers, Scott Maxwell
- Re: future generations of engineers, Clifford Schwinger
- Garage Cable Guardrails (was 200# Load on Cable Guardrail), Jake Watson
- Re: Open Building with Gable using ASCE, Roger Turk
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), Nick Blackburn
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), Paul Crocker
- Re: future generations of engineers (was, Christopher Wright
- RE: Future Generations of Engineers, Jake Watson
- RE: 50' high firewall design / detailing, Gary Ehrlich
- Re: Future Generations of Engineers, Forrest Braun
- Old UBC Base Shear, Gerard Madden, SE
- CMU SHEAR BOLTS, Gerard Madden, SE
- Re: CMU SHEAR BOLTS, Jnapd
- Old UBC Base Shear, Roger Turk
- RE: future generations of engineers (was, Eric Green
- Re: CMU SHEAR BOLTS, Nels Roselund, SE
- Re: Old UBC Base Shear, Jnapd
- RE: Future Generations of Engineers, Scott Maxwell
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), Greg Meyer
- RE: Future Generations of Engineers, Hewitt, Chris
- RE: foreign engineer requirements, Roger Turk
- Re: 50' high firewall design / detailing, Jason Kilgore
- RE: Future Generations of Engineers, Christopher Wright
- Re: future generations of engineers (was, Structures Online
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), GSKWY
- Re: seaint Digest for 25 Jul 2003 (out of the office), Timothy Rodden
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), GSKWY
- RE: foreign engineer requirements, Dennis Wish
- Re: Open Building with Gable using ASCE, Paul Ransom
- Re: future generations of engineers (was, Clifford Schwinger
- RE: Future Generations of Engineers, Dennis Wish
- RE: Future Generations of Engineers, Dennis Wish
- RE: Future Generations of Engineers, Peter Griem
- RE: future generations of engineers (was, Christopher Wright
- Re: Garage Cable Guardrails (was 200# Load on Cable Guardrail), Paul Feather
- RE: 50' high firewall design / detailing, Stuart, Matthew
- Re: Open Building with Gable using ASCE, Roger Turk
- Re: 200# Load on Cable Guardrail?, Paul Ransom
- RE: Future Generations of Engineers, Caldwell, Stan
- RE: Future Generations of Engineers, Scott Maxwell
- Re: Old UBC Base Shear, EphHirsch
- RE: foreign engineer requirements, Scott Maxwell
- Re: future generations of engineers (was, Scott Maxwell
- Re: Open Building with Gable using ASCE, Scott Maxwell
- Fee requist, DA
- RE: future generations of engineers (was foreign engineer requirements), Dennis Wish
- Re: Future Generations of Engineers, Jason Kilgore
- RE: Future Generations of Engineers - Penn State Experience, Tim Campbell
- RE: Future Generations of Engineers, Scott Maxwell
- OT: Bernoulli principle (was RE: Open Building with Gable using ASCE), Gunnar Hafsteinn Isleifsson
- Base Shears UBC and IBC, james lane
- Re: Heavy Timber Truss Connections, Pat Clark
- Re: Future Generations of Engineers, Scott Maxwell
- Re: future generations of engineers (was, Structures Online
- Re: future generations of engineers (was foreign engineer requirements), Structures Online
- Re: future generations of engineers, Rbengrguy
- Re: Open Building with Gable using ASCE, Paul Ransom
- RE: Future Generations of Engineers, Gary Hodgson & Assoc.
- Re: Heavy Timber Truss Connections, Paul Feather
- RE: Future Generations of Engineers, Scott Maxwell
- Re: Heavy Timber Truss Connections, Scott Maxwell
- Re: Fee requist, Stanley E Scholl
- Re: Fee requist, DA
- RE: Future Generations of Engineers - Penn State Experience, Carter, Charlie
- Re: Fee requist, LEDSTRUCTURES
- RE: Future Generations of Engineers, Ray Pixley
- Re: Building a proper porch, Tim Allison
- RE: Future Generations of Engineers (Google), Jim Getaz
- RE: Garage Cable Guardrails (was 200# Load on Cable Guardrail), Jim Getaz
- House Trusses., Tim Spengler
- Re: Building a proper porch, Roger Turk
- RE: Garage Cable Guardrails (was 200# Lo, Roger Turk
- Large Clevis, Randy Diviney
- RE: Future Generations of Engineers, Caldwell, Stan
- RE: Future Generations of Engineers, Caldwell, Stan
- Re: Fee requist, Paul Ransom
- RE: Future Generations of Engineers, Caldwell, Stan
- Re: Large Clevis, jccpc
- Re: Large Clevis, Neil Moore
- RE: Future Generations of Engineers, Caldwell, Stan
- Re: Future Generations of Engineers, Neil Moore
- RE: Future Generations of Engineers, Caldwell, Stan
- Re: Building a proper porch What is the conclusion?, Jeffrey Fertich
- Re: House Trusses., Nels Roselund, SE
- Re: Future Generations of Engineers, Jason Kilgore
- RE: Future Generations of Engineers, GSKWY
- Condition Assessment of Waterfront Structure, Bill Marczewski
- RE: Condition Assessment of Waterfront Structure, Bill Polhemus
- RE: Condition Assessment of Waterfront Structure, Jim Persing
- RE: Future Generations of Engineers, Scott Maxwell
- RE: Future Generations of Engineers, Scott Maxwell
- Re: Large Clevis, Charley Hamilton
- RE: Future Generations of Engineers, Eric Green
- RE: Future Generations of Engineers, Bill Polhemus
- RE: Future Generations of Engineers, Caldwell, Stan
- RE: Future Generations of Engineers, Caldwell, Stan
- Re: House Trusses., IBRAHIM AZIEZ
- Fwd: people magazine, Shafat Qazi
- RE: Future Generations of Engineers (and past generations), Neil Moore
- RE: Future Generations of Engineers, Scott Maxwell
- RE: future generations of engineers (was foreign engineer requirements), Dennis Wish
- RE: Future Generations of Engineers, Dennis Wish
- Freeware downloads to British codes on www.cseforum.net -, Administrator
- RE: House Trusses., Dennis Wish
- RE: Future Generations of Engineers, Eric Green
- Re: Building a proper porch What is the conclusion?, Stanley E Scholl
- RE: Future Generations of Engineers, Dennis Wish
- Gettin' Some Respect! (WAS: future generations of engineers), Bill Polhemus
- RE: Future Generations of Engineers, Dennis Wish
- RE: Future Generations of Engineers, Lowen, Dave
- RE: Future Generations of Engineers, Christopher Wright
- Re: Future Generations of Engineers, Daryl Richardson
- RE: Future Generations of Engineers, Tom Skaggs
- RE: Future Generations of Engineers, Bill Polhemus
- RE: Future Generations of Engineers, Dennis Wish
- RE: Future Generations of Engineers, Bill Polhemus
- Freezer Slab, Jim Persing
- RE: Future Generations of Engineers, Gerard Madden, SE
- RE: Future Generations of Engineers, Scott Maxwell
- Re: Future Generations of Engineers, Scott Maxwell
- RE: Freezer Slab, Kestner, James W.
- RE: Future Generations of Engineers, Scott Maxwell
- RE: Freezer Slab, Jim Persing
- Re: Freezer Slab, Drew Morris
- RE: Future Generations of Engineers, Bill Allen
- Re: Freezer Slab, Daryl Richardson
- Architectural EngineeringRe: Future Generations of Engineers, Paul Feather
- Codes, Jim Persing
- Re: Architectural EngineeringRe: Future Generations of Engineers, Neil Moore
- Re: Future Generations of Engineers, Rbengrguy
- RE: Large Clevis, Robert Rogers
- RE: Future Generations of Engineers, David L. Fisher
- Re: Codes, Jason Kilgore
- Re: Future Generations of Engineers, Daryl Richardson
- RE: Future Generations of Engineers, George Richards P.E.
- RE: future generations of engineers (was foreign engineer requirements), Bill Polhemus
- Re: Future Generations of Engineers, Paul Feather
- Freezer Slab, Jim Persing
- Re: Codes, Scott Maxwell
- Re: Freezer Slab, Daryl Richardson
- RE: House Trusses., jim jensen
- RE: future generations of engineers (was foreign engineer requi, Christopher Wright
- RE: Future Generations of Engineers, Gary Hodgson & Associates
- RE: Future Generations of Engineers, Clifford Schwinger
- RE: Future Generations of Engineers, Christopher Wright
- RE: Freezer Slab, Tim Spengler
- Pancake Breakfasts - Boy I'm hungry, Gerard Madden, SE
- Re: Freezer Slab, Mark Gilligan
- RE: Future Generations of Engineers, Scott Maxwell
- RE: Codes, Carter, Charlie
- RE: Future Generations of Engineers, Carter, Charlie
- RE: Freezer Slab, Meyer, Jonathan
- FW: Future Generations of Engineers, Eric Green
- RE: Future Generations of Engineers, Scott Maxwell
- Re: Codes, Rick . Drake
- California voted yesterday to adopt NFPA 5000, james lane
- Re: Codes, Scott Maxwell
- Seismic coefficients for LA, Pedro Khouri
- ASCE 7-98 Section 6.2, Kestner, James W.
- What is California going to adopt for code, james lane
- masonry block properties, Andrew Kester
- Re: California voted yesterday to adopt NFPA 5000, Steve Gordin
- Reinforcing High Basement Walls, Gary Hodgson & Associates
- wind load- uplift and overturning, Andrew Kester
- RE: Freezer Slab, Alden Manipula
- RE: Reinforcing High Basement Walls, Nuttall, Davin J.
- Re: Seismic coefficients for LA, Jason Kilgore
- RE: California voted yesterday to adopt NFPA 5000, Sharon Robertson
- Re: Seismic coefficients for LA, Tripp Howard
- Re: masonry block properties, Scott Maxwell
- RE: what did I start?? (education), Dennis Wish
- Re: masonry block properties, Keith Fix
- Re: Codes, MJSLAYSMAN
- Anchoring to Concrete, ACI 318-02 Appendix D, Angie
- Re: wind load- uplift and overturning, Thor Tandy
- Re: masonry block properties, Rick Burch
- Re: Pancake Breakfasts - Boy I'm hungry, Paul Feather
- RE: What is California going to adopt for code, Steve Widmayer
- RE: Codes, Steve Widmayer
- RE: Codes, Dennis Wish
- Re: masonry block properties, Jason Kilgore
- RE: Reinforcing High Basement Walls, Stuart, Matthew
- Re: Seismic coefficients for LA, Nels Roselund, SE
- Re: masonry block properties, jim jensen
- Re: masonry block properties, Scott Maxwell
- Re: masonry block properties, Scott Maxwell
- RE: Freezer Slab, Stuart, Matthew
- RE: Codes, Scott Maxwell
- RE: masonry block properties, Sherman, William
- Blocking around small holes in plywood shear walls?, Bill Allen
- Precast poles behind retaining wall, Michael Hemstad
- RE: future generations of engineers (was foreign engineer requi, Gary Hodgson & Associates
- Still more on ASCE 7-98 Section 6.2, Kestner, James W.
- Re: wind load- uplift and overturning, Jason Kilgore
- RE: California voted yesterday to adopt NFPA 5000, Dave Adams
- Re: California voted yesterday to adopt NFPA 5000, THunt
- RE: organization membership, Dennis Wish
- RE: Codes, Schwan, Martin K.
- RE: Reinforcing High Basement Walls, Peter James
- RE: Pancake Breakfasts - Boy I'm hungry, Gerard Madden, SE
- RE: Still more on ASCE 7-98 Section 6.2, Brian K. Smith
- RE: Codes, Steve Widmayer
- RE: FIXED HEAD PILE CONDITION IN A PILE CAP, Vasu, Ravi
- RE: Codes, Rick . Drake
- Re: Reinforcing High Basement Walls, Thor Tandy
- RBS Criteria, Sharon Robertson
- steel railway bridge, Bulent Deveci
- RE: Pancake Breakfasts - Boy I'm hungry, Dennis Wish
- Masonry/Rebar bond stress for lap splice, Al McPeters
- RE: Future Generations of Engineers, Gary Hodgson & Associates
- Minimum Reinforcing in Compression Members, Dave Browning, P.E.
- Shame, shame, shame, Glenn Otto
- RE: Reinforcing High Basement Walls, Sprague, Harold O.
- RE: Pancake Breakfasts - Boy I'm hungry, Scott Maxwell
- Re: masonry block properties, Rick Burch
- RE: Calif and the ICC, Schwan, Martin K.
- Re: steel railway bridge, Stanley E Scholl
- Re: Heavy Timber Truss Connections, Pat Clark
- Re: Minimum Reinforcing in Compression Members, Scott Maxwell
- Re: Reinforcing High Basement Walls, Stanley E Scholl
- RE: Pancake Breakfasts - Boy I'm hungry, Gerard Madden, SE
- My Own Shame, Jan Harris
- Re: steel railway bridge, Roger Turk
- RE: Calif and the ICC, THunt
- Opinions, GSKWY
- Re: Minimum Reinforcing in Compression M, Roger Turk
- Re: Minimum Reinforcing in Compression M, Scott Maxwell
- Re: Reinforcing High Basement Walls, Daryl Richardson
- CMU lap splice, Andrew Kester
- RE: Pancake Breakfasts - Boy I'm hungry, Scott Maxwell
- RE: Blocking around small holes in plywood shear walls?, Jake Watson
- Building Plan Check Engineer Wanted., Aaron Goodman
- RE: Pancake Breakfasts - Boy I'm hungry, Lowen, Dave
- RE: Pancake Breakfasts - Boy I'm hungry, Gerard Madden, SE
- Shameful Pancakes??, Jason Kilgore
- RE: Anchoring to Concrete, ACI 318-02 Appendix D, Sherman, William
- RE: Masonry/Rebar bond stress for lap splice, Sprague, Harold O.
- RE: FIXED HEAD PILE CONDITION IN A PILE CAP, Sprague, Harold O.
- RE: Blocking around small holes in plywood shear walls?, Tom Skaggs
- RE: Reinforcing High Basement Walls, Peter James
- RE: Pancake Breakfasts - Boy I'm hungry, Scott Maxwell
- RE: Anchoring to Concrete, ACI 318-02 Appendix D, Kestner, James W.
- RE: Shameful Pancakes??, Dennis Wish
- RE: Pancake Breakfasts - Boy I'm hungry, Effland, Greg
- work in "confined space", Dave Evans
- RE: Pancake Breakfasts - Boy I'm hungry, Dennis Wish
- RE: Minimum Reinforcing in Compression M, Dave Browning, P.E.
- RE: Anchoring to Concrete, ACI 318-02 Appendix D, Scott Maxwell
- RE: work in "confined space", Sherman, William
- Re: Minimum Reinforcing in Compression M, Jnapd
- RE: work in "confined space", Dave Evans
- RE: Pancake Breakfasts - Boy I'm hungry, Dennis Wish
- Re: Minimum Reinforcing in Compression M, chuckuc
- Re: work in "confined space", Christopher Wright
- RE: Pancake Breakfasts - Boy I'm hungry, Gerard Madden, SE
- RE: Pancake Breakfasts - Boy I'm hungry, Pat Symons
- RE: I'm full, check please, Bill Allen
- RE: Opinions, Gerard Madden, SE
- Masonry/Rebar bond stress for lap splice, Roger Turk
- RE: Pancake Breakfasts - Boy I'm hungry, Scott Maxwell
- RE: Minimum Reinforcing in Compression Members, Jake Watson
- RE: My Own Shame, Gerard Madden, SE
- IBC vs NFPA 5000 - Was: Calif and the ICC, R. Klinger
- Another virus, Sprague, Harold O.
- RE: Shameful Pancakes??, Gerard Madden, SE
- I'm full, check please, Gerard Madden, SE
- RE: Reinforcing High Basement Walls, Scott Maxwell
- THANKS, Andrew Kester
- RE: masonry block properties - NCMA TEK note with properties, Tim Campbell
- RE: Shame, shame, shame, Eric Green
- TEST PLEASE DELETE, Shafat Qazi
- WWII Allowable Structural and Reinforcing Steel Stresses, Hartzell, Frank
- Re: WWII Allowable Structural and Reinforcing Steel Stresses, THunt
- WWII Allowable Structural and Reinforcin, Roger Turk
- What's the difference between a fire wall and a party wall, Clifford Schwinger
- RE: What's the difference between a fire wall and a party wall, Schwan, Martin K.
- What's the difference between a fire wal, Roger Turk
- Party and Fire Walls, Robert Freeman
- RE: Party and Fire Walls, Schwan, Martin K.
- Party Walls and Fire Walls, Robert Freeman
- RE: What's the difference between a fire wall and a party wall, Clifford Schwinger
- This is a test, Rbengrguy
- Re: Halff the story............, Rbengrguy
- RE: Halff the story............, Effland, Greg
- Re: WWII Allowable Structural and Reinforcing Steel Stresses, Davis Parsons
- RE: What's the difference between a fire wall and a party wall, Schwan, Martin K.
- Re: This is a test, Scott Maxwell
- RE: This is a test, Effland, Greg
- RE: This is a test, Scott Maxwell
- Beam x girder, Silenio Marciano de Paulo
- Re: Beam x girder, Paul Feather
- Re: Beam x girder, Scott Maxwell
- Re: Beam x girder, Himat Solanki
- gulf air 1, paag faag
- ØíÑÇä ÇáÎáíÌ, paag faag
- ØíÑÇä ÇáÎáíÌ, paag faag
- Re: Beam x girder, Scott Maxwell
- information bulletin, rlhess
- Re: information bulletin, Scott Maxwell
- RE: Halff the story............, Dennis Wish
- RE: Beam x girder, Dennis Wish
- RE: Beam x girder, Bill Allen
- autocad failure, David Merrick
- Large Scale Engineering Projects....Discovery Channel, Mlcse
- Re: autocad failure, Scott Maxwell
- Calculating Fire Ratings, Michael Bryson
- Re: Large Scale Engineering Projects....Discovery Channel, ken kirkland
- RE: Large Scale Engineering Projects....Discovery Channel, Dennis Wish
- RE: Calculating Fire Ratings, Jake Watson
- Calculating Fire Ratings, AWC Info
- Test, james adrian adams
- CMAA 74, Angie Baughman
- RE: CMAA 74, Kestner, James W.
- RE: Test, Radu Petrovici
- Re: Large Scale Engineering Projects....Discovery Channel, SE3949
- Re: Large Scale Engineering Projects....Discovery Channel, GSKWY
- Taipei 101, SE3949
- Employment dispute - worked on H1B visa for employer in Dallas, Texas, Zeljko Popov
- RE: Calculating Fire Ratings, Michael Bryson
- RE: Employment dispute - worked on H1B visa for employer in Dallas, Texas, Dennis Wish
- Re: CMAA 74, Gary Hodgson & Associates
- RE: Calculating Fire Ratings, AWC Info
- 2x2 Plate Washers for WSP Shear Walls (UBC), Bill Allen
- Beam x girder, Michael Hemstad
- Re: Beam x girder, Clifford Schwinger
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Paul Feather
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Pat Clark
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Seth W. Cutler
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Bill Allen
- Large Scale Engineering Projects....Discovery Channel, Michael Hemstad
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Dennis Wish
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Paul Feather
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Seth W. Cutler
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Nels Roselund, SE
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Bill Allen
- Live Load Reduction & Partitions, richard lewis
- RE: Live Load Reduction & Partitions, Bruce Holcomb
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Bill Allen
- Re: 2x2 Plate Washers for WSP Shear Walls (UBC), Paul Feather
- Building Standards in Bermuda - Revisited, Gunnar Hafsteinn Isleifsson
- RE: 2x2 Plate Washers for WSP Shear Wall, Roger Turk
- RE: 2x2 Plate Washers for WSP Shear Wall, Bill Allen
- Re: Live Load Reduction & Partitions, Scott Maxwell
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Bill Allen
- Lag Screw, Screw, & Nail Multiple Shear Connections, utej
- Wave Action - Shallow Water, Bill Polhemus
- Re: Wave Action - Shallow Water, Neil Moore
- RE: Building Standards in Bermuda - Revisited, Michael Bryson
- Re: Live Load Reduction & Partitions, Clifford Schwinger
- Re: information bulletin, Richard Hess
- RE: Wave Action - Shallow Water, Bill Polhemus
- rigid diaphragm chord forces?, dadie
- RE: information bulletin, Scott E. Maxwell
- RE: rigid diaphragm chord forces?, Jake Watson
- RE: rigid diaphragm chord forces?, Dennis Wish
- Fireproofing, Stuart, Matthew
- Re: Fireproofing, Paul Feather
- Ready-Mixed Grout for Augered Cast-in-Place Piling, John Puder
- Re: rigid diaphragm chord forces?, Paul Feather
- 2x Timber Decking Diaphragms, Paul Feather
- frost wall question, Clifford Schwinger
- RE: Fireproofing, Eric Ober
- Re: Ready-Mixed Grout for Augered Cast-in-Place Piling, THunt
- Re: Live Load Reduction & Partitions, richard lewis
- Re: rigid diaphragm chord forces?, Nels Roselund, SE
- Re: Fireproofing, Rick . Drake
- RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Schwan, Martin K.
- Re: Fireproofing, Paul Feather
- Lag Screw, Screw, & Nail Multiple Shear Connections, AWC Info
- Re: Lag Screw, Screw, & Nail Multiple Shear Connections, utej
- ASCE 7 wind speeds, Dave Evans
- Re: frost wall question, Daryl Richardson
- RE: rigid diaphragm chord forces?, Dennis Wish
- Re:seaint Digest for 27 Aug 2003, Kristine Narum
- Advance Degrees and Structural Engineering, Dennis Wish
- Re: Lag Screw, Screw, & Nail Multiple Shear Connections, AWC Info
- reducing rod deflection with tension force, Ken Peoples
- Re: reducing rod deflection with tension force, THunt
- RE: reducing rod deflection with tension force, Chan, David
- Re: reducing rod deflection with tension, Roger Turk
- Reinforcing Masonry Shear Walls, Nels Roselund, SE
- RE: Reinforcing Masonry Shear Walls, Michael Bryson
- 1919 concrete building, Steve Kramer
- A325M, RainCat1
- Re: reducing rod deflection with tension, Scott Maxwell
- Engineers & Abstract (?) Thinking, Dave Adams
- Re: Reinforcing Masonry Shear Walls, Daryl Richardson
- Re: Reinforcing Masonry Shear Walls, Scott Maxwell
- Re: Reinforcing Masonry Shear Walls, Nels Roselund, SE
- Field Fixes, Michael Bryson
- Re: Reinforcing Masonry Shear Walls, Roger Turk
- Re: Reinforcing Masonry Shear Walls, Scott Maxwell
- Re: Field Fixes, John Sieszycki
- RE: Field Fixes, Carter, Charlie
- Re: Field Fixes, THunt
- Civil/Pipe installation, Seth W. Cutler
- Typical axial load ratios for concrete low-aspect ratio shear walls, Charley Hamilton
- Re: reducing rod deflection with tension force, Joseph Grill
- ASCE 7 wind speeds, Roger Turk
- Plan Check Corrections - Engineers responsibility, Dennis Wish
- bend over..., da
- Re: Field Fixes, Mark Gilligan
- Re: Field Fixes, Gary Hodgson & Associates
- RE: bend over, Meyer, Jonathan
- RE: bend over, Bill Polhemus
- RE: Plan Check Corrections - Engineers responsibility, Jake Watson
- Re: Typical axial load ratios for concrete low-aspect ratio shear walls, Himat Solanki
- Re: 1919 concrete building, Davis Parsons
- Changes to the Texas Engineering Practice Act, Caldwell, Stan
- RE: Typical axial load ratios for concrete low-aspect ratio shear walls, Jake Watson
- Re: Plan Check Corrections - Engineers responsibility, Daryl Richardson
- RE: ASCE 7 wind speeds, Sprague, Harold O.
- RE: Plan Check Corrections - Engineers responsibility, Dave Adams
- Re: Plan Check Corrections - Engineers responsibility, Paul Feather
- RE: Plan Check Corrections - Engineers responsibility, Dennis Wish
- RE: Plan Check Corrections - Engineers responsibility, Dennis Wish
- Re: Plan Check Corrections - Engineers responsibility, Pat Clark
- RE: Plan Check Corrections - Engineers responsibility, Dennis Wish
- Re: Plan Check Corrections - Engineers responsibility, Daryl Richardson
- Re: Typical axial load ratios for concrete low-aspect ratio shear walls, Charley Hamilton
- Re: Typical axial load ratios for concrete low-aspect ratio shear walls, Charley Hamilton
- RE: Plan Check Corrections - Engineers responsibility, Dennis Wish
- Re: Typical axial load ratios for concrete low-aspect ratio shearwalls, Himat Solanki
- RE: Plan Check Corrections - Engineers responsibility, Schwan, Martin K.
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- [no subject], valentin . shustov
- Advance Degrees and Structural Engineering, valentin . shustov
- Re: (no subject), BCainse
- Seminars, Michael Bryson
- Advance Degrees and Structural Engineering, valentin . shustov
- Re: Seminars, GSKWY
- RE: Seminars, Carter, Charlie
- Re: Seminars, Roger Turk
- RE: Fireproofing, ken kirkland
- Re: Field Fixes, ken kirkland
- RE: Fireproofing, Carter, Charlie
- RE: Field Fixes, Carter, Charlie
- Re: Advance Degrees and Structural Engineering, GSKWY
- RE: Field Fixes, Mark Gilligan
- Proficiency in English., G Vishwanath
- Re: Advance Degrees and Structural Engineering, Gary Hodgson & Associates
- RE: Fireproofing, Scott, William N.
- Advance Degrees and Structural Engineering, valentin . shustov
- Wood screws, Nels Roselund, SE
- Re: Wood screws, Randy Vogelgesang
- Re: Wood screws, Cratylus Consulting Group
- Re: Effective Section - ACI 318, Prof. A R Chandrasekaran
- Re: Wood screws, Jim Getaz
- RE: Seminars, Peter James
- English is tough, Andrew Kester
- Re: Wood Screws, Ed Tornberg
- Re: Effective Section - ACI 318, Himat Solanki
- RE: Wood screws, Scott, William N.
- Re: Effective Section - ACI 318, Scott Maxwell
- RE: Wood screws, Scott Maxwell
- Re: Wood screws, Nels Roselund, SE
- RE: Seminars, Scott Maxwell
- Re: Seminars, Seth W. Cutler
- RE: Fireproofing, Schwan, Martin K.
- RE: Wood screws, Roger Turk
- Re: English is tough, Scott Maxwell
- RE: English is tough, Alden Manipula
- Wood screws, Michael Hemstad
- Re: Wood screws, jccpc
- Test, Seth W. Cutler
- RE: English is tough, Scott Maxwell
- diaphragm drift limits, SMO3
- Advance Degrees and Structural Engineering, valentin . shustov
- OCBF gusset plates, Drew Morris
- Re: Wood screws, Stanley E Scholl
- Re: Wood screws, jccpc
- test, Ken Peoples
- RE: Effective Section - ACI 318, Robert Rogers
- test, Walt Sawruk
- RE: English is tough, Gary Hodgson & Associates
- RE: English is tough, Gary Hodgson & Associates
- Low mortor prism test results, Alden Manipula
- Re: Low mortor prism test results, D. Woodham
- Re: Low mortor prism test results, Scott Maxwell
- Providing Certification, Ed Tornberg
- Re: OCBF gusset plates, Rick . Drake
- RE: Providing Certification, Haan, Scott M.
- Re: OCBF gusset plates, Drew Morris
- Re: Certification, Ed Tornberg
- RE: OCBF gusset plates, Scott, William N.
- Re: OCBF gusset plates, Rick . Drake
- RE: OCBF gusset plates, Carter, Charlie
- RE: Low mortor prism test results, Haan, Scott M.
- Re: Seminars and English, GSKWY
- RE: English is tough, Ray Pixley
- Re: seaint Digest for 3 Sep 2003, Daniel Murray
- Shored Composite Construction, Stuart, Matthew
- RE: Providing Certification, Jim Persing
- RE: Low mortor prism test results, Alden Manipula
- Test, Bill Polhemus
- EIT, PE, SE exams, nidhi mehra
- Seminars and English, GSKWY
- RE: Seminars and English, Carter, Charlie
- Re: EIT, PE, SE exams, Scott Maxwell
- RE: Seminars and English, Scott Maxwell
- Re: EIT, PE, SE exams, Tim Allison
- Re: Seminars and English, Charley Hamilton
- Re: Seminars and English, Scott Maxwell
- AISC Fire Protection Design Guide, Rick Burch
- Re: Seminars and English, GSKWY
- Re: AISC Fire Protection Design Guide, Carter, Charlie
- English is tough but its "grammer" is even tougher, valentin . shustov
- RE: Seminars and English, Carter, Charlie
- Fwd: English is tough but its "grammer" is even tougher, valentin . shustov
- Re: Seminars and English, GSKWY
- horizontal bar distance below top of wall?, Haan, Scott M.
- Re: English is tough but its "grammer" is even tougher, Scott Maxwell
- Aspired Positions, GSKWY
- engineering services, Alain PLante
- Re: horizontal bar distance below top of wall?, Scott Maxwell
- Re: horizontal bar distance below top of wall?, vlad
- Bill Vaughn, rbengrguy
- RE: Bill Vaughn, Bill Allen
- RE: Bill Vaughn, Bill Polhemus
- RE: English is tough but its "grammer" is even tougher, Alden Manipula
- Anchor Bolt, ken kirkland
- seminars and english, Christopher S. Campbell
- RE: seminars and english, Scott, William N.
- Re: Shored Composite Construction, Silverhill Co Silverhill Co LLC
- Re: seminars and english, zhoub002
- RE: horizontal bar distance below top of wall?, Haan, Scott M.
- Thanks, nidhi mehra
- RE: Thanks, Bill Polhemus
- Re: Thanks, Herb Ahten
- RE: horizontal bar distance below top of wall?, Scott Maxwell
- Gramm(e-a)r, David Merrick
- Re: Anchor Bolt, Nels Roselund, SE
- Outsourcing for US consulting firms., sunil gandhi
- RE: Outsourcing for US consulting firms., Bill Polhemus
- English/Grammar/Whatever, GSKWY
- Re: English/Grammar/Whatever, Ray Pixley
- diaphragm drift limitation, SMO3
- Re: English/Grammar/Whatever, Scott Maxwell
- Re: diaphragm drift limitation, David Merrick
- Enlarging a footing, Gerard Madden, SE
- CMU Wall Strengthening, richard lewis
- RE: Enlarging a footing, Jim Persing
- Re: Enlarging a footing, Steve Privett
- RE: Enlarging a footing, Bill Allen
- RE: Enlarging a footing, Robert Rogers
- RE: Enlarging a footing, Gerard Madden, SE
- Fwd: Buildings Collapse, Shafat Qazi
- RE: Enlarging a footing, Bill Allen
- RE: Enlarging a footing, Eric Ober
- RE: Enlarging a footing, Scott Maxwell
- RE: Enlarging a footing, Scott Maxwell
- Re: diaphragm drift limitation, Chris Roper
- Re: Enlarging a footing, Nels Roselund, SE
- RE: Enlarging a footing, Gerard Madden, SE
- RE: Enlarging a footing, Gerard Madden, SE
- RE: Enlarging a footing, j . grill
- Re: Enlarging a footing, Seth W. Cutler
- What would you do? - Drilled Piers, richard lewis
- Re: What would you do? - Drilled Piers, FSRahbar
- Re: Enlarging a footing, Nels Roselund, SE
- Re: seaint Digest for 7 Sep 2003, Rbengrguy
- RE: seaint Digest for 7 Sep 2003, Bill Polhemus
- Re: Enlarging a footing, Ed Tornberg
- Re: Enlarging a footing, Scott Maxwell
- RE: Lubricating Wood screws (Re-Post), Roger Turk
- RE: What would you do? - Drilled Piers, Brian M. Spencer
- horizontal bar distance below top of wall?, Michael Hemstad
- Re: What would you do? - Drilled Piers, richard lewis
- Re: Lubricating Wood screws (Re-Post), Charley Hamilton
- CMU Wall Strengthening, richard lewis
- Re: Lubricating Wood screws (Re-Post), Roger Turk
- RE: CMU Wall Strengthening, Mike O'Brien
- RE: CMU Wall Strengthening, Jim Persing
- RE: CMU Wall Strengthening, Chris Roper
- RE: CMU Wall Strengthening, Chris Roper
- RE: horizontal bar distance below top of wall?, Haan, Scott M.
- CMU Wall Strengthening, Roger Turk
- Re: CMU Wall Strengthening, Scott Maxwell
- Re: Lubricating Wood screws (Re-Post), Scott Maxwell
- Re: horizontal bar distance below top of wall?, Scott Maxwell
- RE: Lubricating Wood screws (Re-Post), Schwan, Martin K.
- Re: Enlarging a footing, Thor Matteson, SE
- Piping and seismic bracing, Jake Watson
- More ? about screws, Nels Roselund, SE
- Re: Enlarging a footing, Nels Roselund, SE
- RE: Lubricating Wood screws (Re-Post), Scott Maxwell
- www.cseforum.net - Munufacturers directory is ready!, admin
- RE: www.cseforum.net - Munufacturers directory is ready!, Bill Polhemus
- Article from the Chicago Sun-Times, Rbengrguy
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- Re: CMU Wall Strengthening, richard lewis
- Re: Article from the Chicago Sun-Times, Stanley E Scholl
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- Re: Article from the Chicago Sun-Times, Roger Turk
- RE: Enlarging a footing, Gerard Madden, SE
- Request for Earthquake References, Gary Hodgson & Associates
- Re: Article from the Chicago Sun-Times, Charley Hamilton
- Article E-Mailed From TheDay.com, rbengrguy
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- RE: Request for Earthquake References, Mike O'Brien
- RE: Request for Earthquake References, Sprague, Harold O.
- Re: Article from the Chicago Sun-Times, Scott Maxwell
- Re: Article from the Chicago Sun-Times, Daryl Richardson
- ASTM A6 WF Flange Dimension Tolerances, Mark D. Anderson PE
- RE: Request for Earthquake References, Scott Maxwell
- RE: ASTM A6 WF Flange Dimension Tolerances, Carter, Charlie
- Re: Article from the Chicago Sun-Times, Scott Maxwell
- RE: Article from the Chicago Sun-Times, Sprague, Harold O.
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- Re: Article from the Chicago Sun-Times, THunt
- RE: Article from the Chicago Sun-Times, Sprague, Harold O.
- Re: Article from the Chicago Sun-Times, Scott Maxwell
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- NFPA's statements about fire sprinkler performance statistics, Carter, Charlie
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- Re: NFPA's statements about fire sprinkler performance statistics, Scott Maxwell
- Re: CMU Wall Strengthening, Scott Maxwell
- FOS for overturning of footings for DSA, Deepansh Kathuria
- Re: Article from the Chicago Sun-Times, Roger Turk
- RE: Article from the Chicago Sun-Times, Bill Polhemus
- Re: Article from the Chicago Sun-Times, Scott Maxwell
- Re: Article from the Chicago Sun-Times, Roger Turk
- RE: Article from the Chicago Sun-Times, Jim Persing
- RE: Article from the Chicago Sun-Times, Schwan, Martin K.
- RAT SLAB help, PLEASE !!!, whitestars
- H and J joists, Drew Morris
- Re: Article from the Chicago Sun-Times, Scott Maxwell
- seismic design manual - volume 1 - seaoc, da
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- RE: seismic design manual - volume 1 - seaoc, Jake Watson
- RE: H and J joists, Jake Watson
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- Re: CMU Wall Strengthening, richard lewis
- seismic design manual - volume 1 - seaoc, Michael Hemstad
- RE: seismic design manual - volume 1 - seaoc, Bill Allen
- Re: seismic design manual - volume 1 - seaoc, Scott Maxwell
- RE: seismic design manual - volume 1 - seaoc, Bill Allen
- RE: Article from the Chicago Sun-Times, Melnick, Scott
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- RE: seismic design manual - volume 1 - seaoc, Scott Maxwell
- Re: CMU Wall Strengthening, Scott Maxwell
- Re: seismic design manual - volume 1 - seaoc, da
- Site Classification per IBC 2000, Bruce Holcomb
- Re: Site Classification per IBC 2000, Jason Kilgore
- Re: Dynamic Analysis of RCC Building, Prof. A R Chandrasekaran
- SFRC - rust problems?, Charlie_Raabe
- RE: seismic design manual - volume 1 - seaoc, Bill Allen
- RE: seismic design manual - volume 1 - seaoc, Chris Roper
- Re: seismic design manual - volume 1, David Merrick
- Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- RE: seismic design manual - volume 1 - seaoc, Bill Allen
- Highway Sign Column Embedment, M. David Finley, P.E.
- RE: Highway Sign Column Embedment, Bill Allen
- RE: seismic design manual - volume 1, Eric Ober
- Re: Highway Sign Column Embedment, Bill Allen
- Re: Special Truss Moment Frames - AISC Seismic Prov, Simon
- RE: seismic design manual - volume 1 - seaoc, Chris Roper
- RE: Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- RE: seismic design manual - volume 1 - seaoc, Bill Allen
- Re: Special Truss Moment Frames - AISC Seismic Prov, Simon
- RE: Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- RE: Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- Re: Special Truss Moment Frames - AISC Seismic Prov, Simon
- RE: Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- RE: Article from the Chicago Sun-Times, Melnick, Scott
- Re: Special Truss Moment Frames - AISC Seismic Prov, Simon
- Re: Special Truss Moment Frames - AISC Seismic Prov, Simon
- Infilling Openings in Existing Masonry Walls, Bill Allen
- RE: Article from the Chicago Sun-Times, Bill Allen
- RE: Article from the Chicago Sun-Times, BCainse
- Re: Infilling Openings in Existing Masonry Walls, Jason Kilgore
- seismic design manual - volume 1 - seaoc, Michael Hemstad
- RE: Article from the Chicago Sun-Times, Scott Maxwell
- IBC Sec. 1617.1, Jason Kilgore
- Re: IBC Sec. 1617.1, Scott Maxwell
- Re: Infilling Openings in Existing Masonry Walls, D. Woodham
- Seismic Design of a Garden Trellis, Gerard Madden, SE
- RE: IBC Sec. 1617.1, Brian Harris
- RE: IBC Sec. 1617.1, Eric Ober
- Re: IBC Sec. 1617.1, Jason Kilgore
- FRP Reinforcing Question, CanitzCF
- IBC Sec. 1605.3, Jason Kilgore
- Re: IBC Sec. 1605.3, Scott Maxwell
- RE: IBC Sec. 1617.1, Scott Maxwell
- Re: IBC Sec. 1617.1, Scott Maxwell
- RE: Infilling Openings in Existing Masonry Walls, Robert Rogers
- Re: IBC Sec. 1617.1, Jason Kilgore
- RE: Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
- RE: Seismic Design of a Garden Trellis, Michael Bryson
- RE: Seismic Design of a Garden Trellis, Gerard Madden, SE
- RE: Infilling Openings in Existing Masonry Walls, Bill Allen
- Re: Article from the Chicago Sun-Times, Daryl Richardson
- NEW CMU BUILDING, NDZ28
- RE: Infilling Openings in Existing Masonry Walls, Steve Widmayer
- Re: Seismic Design of a Garden Trellis, Nels Roselund, SE
- RE: Seismic Design of a Garden Trellis, Gerard Madden, SE
- RE: Seismic Design of a Garden Trellis, Schwan, Martin K.
- RE: Seismic Design of a Garden Trellis, Steve Widmayer
- RE: Article from the Chicago Sun-Times, Carter, Charlie
- Re: Seismic Design of a Garden Trellis, Neil Moore
- 1.7 allowable increase gone? 2003 IBC, Chad Druffel
- RE: Seismic Design of a Garden Trellis, Scott Maxwell
- RE: 1.7 allowable increase gone? 2003 IBC, Jake Watson
- Re: seismic design manual - final thoughts, da
- RE: seismic design manual - final thoughts, Bill Allen
- RE: Seismic Design of a Garden Trellis, Gerard Madden, SE
- Re: Seismic Design of a Garden Trellis, Steve Privett
- RE: 1.7 allowable increase gone? 2003 IBC, Carter, Charlie
- Re: Seismic Design of a Garden Trellis, Jim Getaz
- RE: NEW CMU BUILDING, Kestner, James W.
- NCHRP Report 412, M. David Finley, P.E.
- Re: NCHRP Report 412, Himat Solanki
- Guy wire forces, Michael L. Hemstad
- Re: Guy wire forces, CanitzCF
- Re: Guy wire forces, jccpc
- Connection Design for "Band" Around Round Wood Column Splice, Bill Polhemus
- Please note recent Seaint Web Page Link, Stuart, Matthew
- Re: Connection Design for "Band" Around Round Wood Column Splice, Seth W. Cutler
- Re: Messages, Thor Tandy
- Re: Messages, Jason Kilgore
- RE: Messages, Bill Polhemus
- Re: Messages, Scott Maxwell
- RE: Messages, Scott Maxwell
- Re: Messages, Thor Tandy
- Re: Messages, desi j kiss
- RE: Guy wire forces, Sprague, Harold O.
- RE: Guy wire forces, Dave Evans
- RE: H and J joists, Sprague, Harold O.
- Wet Signing first Submittal in CA ??, Bill Allen
- Re: Wet Signing first Submittal in CA ??, Neil Moore
- Guardrail Perforated Infill Panels, CanitzCF
- ASTM Designation for 75 ksi Steel, Stuart, Matthew
- RE: ASTM Designation for 75 ksi Steel, Jake Watson
- Re: ASTM Designation for 75 ksi Steel, Jason Kilgore
- RE: ASTM Designation for 75 ksi Steel, Stuart, Matthew
- Re: ASTM Designation for 75 ksi Steel, Jason Kilgore
- RE: Wet Signing first Submittal in CA ??, Barry H. Welliver
- RE: Wet Signing first Submittal in CA ??, Bill Allen
- Re: Guardrail Perforated Infill Panels, Thor Tandy
- Re: ASTM Designation for 75 ksi Steel, THunt
- RE: Wet Signing first Submittal in CA ??, Jim Persing
- Re: Messages, chuckuc
- Moment Footing w/ No Vert. Load, Aaron Moore
- Re: Messages - Politics - Payback, Neil Moore
- RE: Moment Footing w/ No Vert. Load, Kestner, James W.
- RE: Moment Footing w/ No Vert. Load, Bill Allen
- Re: Moment Footing w/ No Vert. Load, Walter Sheen
- Moment Footing w/ No Vert. Load, Roger Turk
- RE: Moment Footing w/ No Vert. Load, Jim Persing
- Re: Moment Footing w/ No Vert. Load, Neil Moore
- Re: SFRC - rust problems?, GSKWY
- Wood Creep, Peder Golberg
- RE: Wet Signing first Submittal in CA ??, Chris Roper
- Wood Creep, Roger Turk
- RE: Wet Signing first Submittal in CA ??, THunt
- Re: Guardrail Perforated Infill Panels, John Sieszycki
- RE: Wood Creep, Albert W. Ford
- RE: Wet Signing first Submittal in CA ??, Bill Allen
- RE: Wood Creep, Roger Turk
- Guardrail Perforated Infill Panels, Michael L. Hemstad
- Re: Moment Footing w/ No Vert. Load, Aaron Moore
- Wikipedia, Alden Manipula
- [no subject], Mark Webster
- "Green" Structural Engineering, Mark Webster
- Repairing Older Concrete, Dave Adams
- elevators, Jason Kilgore
- Re: Repairing Older Concrete, THunt
- RE: Repairing Older Concrete, Eric Ober
- RE: elevators, Brian M. Spencer
- RE: elevators, Kestner, James W.
- Delaware Association of Professional Engineers, Stuart, Matthew
- elevators, Roger Turk
- Re: elevators, Jason Kilgore
- RE: Repairing Older Concrete, Sprague, Harold O.
- Re: Delaware Association of Professional Engineers, Paul Feather
- Re: elevators, Mark D. Anderson PE
- RE: elevators, Brian M. Spencer
- Re: elevators, Daryl Richardson
- Hot water pipes in slab, Craig Leech
- Re: Delaware Association of Professional Engineers, G Vishwanath
- Hardy Frame Shearwall System, desi j kiss
- RE: Hardy Frame Shearwall System, Pat Clark
- Re: Hardy Frame Shearwall System, Seth W. Cutler
- RE: Hardy Frame Shearwall System, Hood, Matthew O.
- Re: Wet Signing first Submittal in CA ??, ASLCSE
- [no subject], siamak riahypoure
- Re: Wet Signing first Submittal in CA ??, ASLCSE
- [no subject], siamak riahypoure
- Re: Hardy Frame Shearwall System, Steve Privett
- RE: Hardy Frame Shearwall System, Pat Clark
- special inspection - anchors designed by IBC 1913?, Haan, Scott M.
- 3x framing for "shear design values" greater than 350 plf?, Haan, Scott M.
- Re: 3x framing for "shear design values" greater than 350 plf?, Paul Feather
- Re: special inspection - anchors designed by IBC 1913?, zhoub002
- City of Los Angeles hillside ordinance, Oshin Tosounian
- Re: City of Los Angeles hillside ordinance, Nels Roselund, SE
- RE: City of Los Angeles hillside ordinance, Oshin Tosounian
- Re: Repairing Older Concrete, GSKWY
- Proposed NCSEA Certification Program, rcaimmel
- Re: City of Los Angeles hillside ordinance, Nels Roselund, SE
- RE: special inspection - anchors designed by IBC 1913?, Haan, Scott M.
- Pile Design, Shamini Wijay
- Re: Pile Design, THunt
- Re: Pile Design, TJ_Fu
- RE: City of Los Angeles hillside ordinance, Oshin Tosounian
- Re: Pile Design, Nitin Christopher
- RE: special inspection - anchors designed by IBC 1913?, jake_watson
- RE: Pile Design, Stuart, Matthew
- Re: Pile Design, THunt
- Downdrag on cast in place drilled piers (caissons), Mark Baker
- RE: Pile Design, Sprague, Harold O.
- RE: City of Los Angeles hillside ordinance, Mark E. Deardorff
- RE: Downdrag on cast in place drilled piers (caissons), Stuart, Matthew
- RE: Downdrag on cast in place drilled piers (caissons), Sprague, Harold O.
- RE: Pile Design, Stuart, Matthew
- High slump mix design, Michael Bryson
- Re: High slump mix design, Jay Shilstone
- Re: High slump mix design, THunt
- Re: Pile Design, desi j kiss
- RE: High slump mix design, Eric Ober
- Baghdad Update - One of our own sustained injuries, Sprague, Harold O.
- RE: Pile Design, Sprague, Harold O.
- Re: Downdrag on cast in place drilled piers (caissons), Mark Baker
- RE: Downdrag on cast in place drilled piers (caissons), Sprague, Harold O.
- Re: City of Los Angeles hillside ordinance, Nels Roselund, SE
- FW: Pile Design, Stuart, Matthew
- A Day in the Life of FEST-A Mosul Northwestern Division's Forward Engineering Support Team, Stuart, Matthew
- Re: City of Los Angeles hillside ordinance, Nels Roselund, SE
- RE: City of Los Angeles hillside ordinance, Oshin Tosounian
- Re: City of Los Angeles hillside ordinance, Nels Roselund, SE
- [no subject], Shamini Wijay
- 2003 IBC - Importance Factor & Base Shear, Chris Roper
- RE: 2003 IBC - Importance Factor & Base Shear, Chris Roper
- RE: 2003 IBC - Importance Factor & Base Shear, Meyer, Albert
- RE: 2003 IBC - Importance Factor & Base Shear, Meyer, Albert
- RE: 2003 IBC - Importance Factor & Base Shear, Chris Roper
- Piles reparation, kamal Aghbal
- Question about brace design forces for columns, Clifford Schwinger
- RE: Question about brace design forces for columns, Eric Ober
- RE: Piles reparation, Sprague, Harold O.
- RE: Question about brace design forces for columns, Sprague, Harold O.
- RE: Question about brace design forces for columns, Stuart, Matthew
- RE: Question about brace design forces for columns, Carter, Charlie
- Question about brace design forces for c, Roger Turk
- possibly off topic - voloview question, Ken Peoples
- Re: Question about brace design forces for columns, THunt
- RE: possibly off topic - voloview question, Jeremy Kuhn
- RE: Question about brace design forces for columns (Thanks for the info!), Clifford Schwinger
- RE: Question about brace design forces for columns, Nuttall, Davin J.
- RE: possibly off topic - voloview question, Donna Gochenaur
- RE: Question about brace design forces for columns (Thanks for th e info!), Carter, Charlie
- RE: Question about brace design forces for columns (Thanks for th e info!), Melnick, Scott
- Re: possibly off topic - voloview question, Ken Peoples
- Re: Question about brace design forces for columns (Thanks for th e info!), zhoub002
- Response spectra in seismic design., Carlos Avila
- Re: Response spectra in seismic design., Charley Hamilton
- Re: Response spectra in seismic design., Alberto Guida
- Re: Response spectra in seismic design., Carlos Avila
- Re: Response spectra in seismic design., Carlos Avila
- Re: Response spectra in seismic design., jencinas
- Nisqually 2001 Time-Acceleration data for STAAD/pro Input, Munoz, Pedro
- Re: [spam] possibly off topic - voloview question, Mike Jones
- Curved Stair Stringer, richard lewis
- Re: Curved Stair Stringer, Vlad Cernescu
- Re: Curved Stair Stringer, Jason Kilgore
- RE: Nisqually 2001 Time-Acceleration data for STAAD/pro Input, Tom Skaggs
- Bridge Design Software, TJ_Fu
- RE: Curved Stair Stringer, Dave Adams
- RE: Curved Stair Stringer, Himat Solanki
- Re: Response spectra in seismic design., Alberto Guida
- RE: Response spectra in seismic design., Scott, William N.
- Re: Curved Stair Stringer, richard lewis
- Re: Curved Stair Stringer, Vlad Cernescu
- flexible vs. rigid single plate shear connections, Ken Peoples
- RE: flexible vs. rigid single plate shear connections, Carter, Charlie
- Re: flexible vs. rigid single plate shear connections, Ken Peoples
- Re: Response spectra in seismic design., Alberto Guida
- RE: Response spectra in seismic design., Scott, William N.
- Re: Response spectra in seismic design., Roger Turk
- I'm sorry, Carlos Avila
- Re: Curved Stair Stringer, John Sieszycki
- RE: I'm sorry, Dennis Wish
- Multi-Lat 2003 now available, Dennis Wish
- Re: flexible vs. rigid single plate shear connections, Stuart Jacobs
- Virus Disguised as Security Update/Patch, Roger Turk
- RE: I'm sorry, Tim Allison
- Re: flexible vs. rigid single plate shear connections, Jason Kilgore
- RE: flexible vs. rigid single plate shear connections, Carter, Charlie
- RE: I'm sorry, Bill Polhemus
- RE: I'm sorry, Bill Polhemus
- RE: I'm sorry, Scott, William N.
- Cor-Ten connections, Mark Miller
- Re: I'm sorry, Paul Feather
- Re: flexible vs. rigid single plate shear connections, Jason Kilgore
- RE: flexible vs. rigid single plate shear connections, Carter, Charlie
- A 615 reinforcing, Al Grathwol
- RE: flexible vs. rigid single plate shear connections, Al Grathwol
- STRUCTURAL STEEL MEZZANINES, Juan José Treff
- Wood beam repair, Ray Shreenan
- RE: Cor-Ten connections, Sprague, Harold O.
- RE: A 615 reinforcing, Sprague, Harold O.
- RE: Nisqually 2001 Time-Acceleration data for STAAD/pro Input, Dan Morrow
- RE: Cor-Ten connections, Carter, Charlie
- Dry Lumber, Nels Roselund, SE
- RE: Dry Lumber, Oshin Tosounian
- Wood Piles, Jim Persing
- RE: I'm sorry, MTD Ingenieros Asociados, S.A.
- Dry Lumber, Roger Turk
- Re: Dry Lumber, Dave Evans
- RE: Wood beam repair, Syed Faiz
- Re: Wood beam repair, Nels Roselund, SE
- RE: Wood beam repair, Dennis Wish
- RE: Dry Lumber, Dennis Wish
- Why more Sheathing than in Zone 4???????, Dennis Wish
- RE: Why more Sheathing than in Zone 4???????, Schwan, Martin K.
- WOOD: Visually Graded Lumber - "Ripping" of Dimension Lumber, Bill Polhemus
- RE: Why more Sheathing than in Zone 4???????, Dennis Wish
- Re: Dry Lumber, Nels Roselund, SE
- Re: Why more Sheathing than in Zone 4???????, Nels Roselund, SE
- Re: Visually Graded Lumber - "Ripping" of Dimension Lumber, Nels Roselund, SE
- RE: Dry Lumber, Roger Turk
- WOOD: Visually Graded Lumber - "Ripping", Roger Turk
- RE: Dry Lumber, Dennis Wish
- RE: Dry Lumber, Dennis Wish
- Re: WOOD: Visually Graded Lumber - "Ripping", chuckuc
- Re: WOOD: Visually Graded Lumber - "Ripp, Roger Turk
- Re: Why more Sheathing than in Zone 4???????, Jason Kilgore
- RE: Wood Piles, Sprague, Harold O.
- RE: Why more Sheathing than in Zone 4???????, Tom Skaggs
- Re: Why more Sheathing than in Zone 4???????, Tripp Howard
- RE: Dry Lumber, Pat Clark
- WOOD: Visually Graded Lumber - "Ripping", AWC Info
- Re: WOOD: Visually Graded Lumber - "Ripping", arrphoto
- Re: Wood beam repair, Shafat Qazi
- RE: WOOD: Visually Graded Lumber - "Ripping", Dennis Wish
- PCI/ PCA Embed Bolt Design, Andrew Kester
- GUI-FEM, Carlos Avila
- CONICAL ROOF SHEATHING, Pat Clark
- Re: CONICAL ROOF SHEATHING, Thor Tandy
- RE: CONICAL ROOF SHEATHING, Pat Clark
- RE: Wood beam repair, Syed Faiz
- [no subject], mdbrooks
- magazines, Radoslav Petrov
- Re: seaint Digest for 29 Sep 2003, Adam Vakiener
- RE: STRUCTURAL STEEL MEZZANINES, Gary Ehrlich
- RE: Wood Piles, AWC Info
- Re: (no subject), HBAP
- Proprietary concrete slab forming system?, Stuart, Matthew
- Tapered Stem Wall using Enercal, ken kirkland
- Wood Piles, Michael L. Hemstad
- RE: Proprietary concrete slab forming system?, David L. Fisher
- RE: Proprietary concrete slab forming system?, Sprague, Harold O.
- RE: Tapered Stem Wall using Enercal, Bill Allen
- Wood density, Mark Baker
- RE: Wood density, Meyer, Albert
- Re: CONICAL ROOF SHEATHING, Thor Tandy
- Re: Wood density, Tim Allison
- AISC Appd'x 'B' - Effective width, richard lewis
- RE: GUI-FEM, Jake Watson
- one small request regarding bandwidth of digest, Christopher S. Campbell
- Re: one small request regarding bandwidth of digest, Mike Jones
- Off topic, Michael L. Hemstad
- Design of cantilever/pumphandle footings on pile caps, Eric McAndrew
- RE: Off topic, David L. Fisher
- RE: Tapered Stem Wall using Enercal, ken kirkland
- Slab with Concrete Blocks, Shival Tailor
- Proposed roof design, Bill Allen
- aisc revises professional membership dues structure, Melnick, Scott
- RE: Proposed roof design, Troy Madlem
- Re: Proposed roof design, Paul Feather
- RE: Slab with Concrete Blocks, Sprague, Harold O.
- Re: Spam Alert: Re: Proposed roof design, Thor Tandy
- Re: Proposed roof design, Tarek Mokhtar
- Slab with Concrete Blocks, Roger Turk
- RE: Slab with Concrete Blocks, Kestner, James W.
- Strap Bracing for Metal Stud Wall, richard lewis
- RE: Strap Bracing for Metal Stud Wall, Jake Watson
- RE: Strap Bracing for Metal Stud Wall, Al Grathwol
- Re: Tapered Stem Wall using Enercal, ASLCSE
- Re: Strap Bracing for Metal Stud Wall, Jason Kilgore
- RE: Strap Bracing for Metal Stud Wall, Brian K. Smith
- Fibermesh Topping Slab, Brian K. Smith
- Re: Strap Bracing for Metal Stud Wall, Nels Roselund, SE
- RE: Fibermesh Topping Slab, Stuart, Matthew
- RE: Strap Bracing for Metal Stud Wall, Bill Allen
- RE: Fibermesh Topping Slab, Sprague, Harold O.
- RE: Fibermesh Topping Slab, Bill Allen
- Re: Fibermesh Topping Slab, MBREngineering
- Structural Engineers on TV, pugliesi
- Re: Slab with Concrete Blocks, Shival Tailor
- RE: Strap Bracing for Metal Stud Wall, Reza Dashti Asl
- RE: Strap Bracing for Metal Stud Wall, Bill Allen
- FEMA 310 Replacement?, Nels Roselund, SE
- RE: Strap Bracing for Metal Stud Wall, Jim Persing
- RE: FEMA 310 Replacement?, Michael Bryson
- RE: Strap Bracing for Metal Stud Wall, Bill Allen
- RE: Strap Bracing for Metal Stud Wall, Bill Allen
- Re: FEMA 310 Replacement?, THunt
- RE: Strap Bracing for Metal Stud Wall, Jim Persing
- Re: FEMA 310 Replacement?, Scott Maxwell
- Re: Fibermesh Topping Slab, THunt
- Butt-welding a gap, Michael Bryson
- Re: Butt-welding a gap, THunt
- RE: Fibermesh Topping Slab, Roger Turk
- Re: Butt-welding a gap, THunt
- Torsion in wood beam, Dennis Wish
- RE: Proposed roof design, Dennis Wish
- Re: Butt-welding a gap, Gary Hodgson & Associates
- Re: Torsion in wood beam, Scott Maxwell
- RE: Proposed roof design, Bill Allen
- RE: Fibermesh Topping Slab, Sprague, Harold O.
- RE: Proposed roof design, Troy Madlem
- RE: Fibermesh Topping Slab, Tim Allison
- RE: Butt-welding a gap, Sprague, Harold O.
- RE: Fibermesh Topping Slab, Sprague, Harold O.
- RE: Butt-welding a gap, Michael Bryson
- RE: Butt-welding a gap, Michael Bryson
- RE: Butt-welding a gap, Sprague, Harold O.
- RE: Butt-welding a gap, Sprague, Harold O.
- RE: Strap Bracing for Metal Stud Wall, Reza Dashti Asl
- RE: Butt-welding a gap, Dean Briggs
- Light Gauge Steel Stud Backup for brick, Kestner, James W.
- RE: Butt-welding a gap, THunt
- RE: Butt-welding a gap, Roger Turk
- Gaps in the annular space, kamal Aghbal
- Re: Light Gauge Steel Stud Backup for brick, Nels Roselund, SE
- automated response, Ken Green
- Fibermesh questions, GSKWY
- Offset Moment Connection, CanitzCF
- RE: Offset Moment Connection, Mark Gilligan
- Re: seaint Digest for 5 Oct 2003, G Vishwanath
- RE: Structural Engineers on TV, Jeremy Kuhn
- Re: Offset Moment Connection, CanitzCF
- Re: Offset Moment Connection, Clifford Schwinger
- RE: Subject: Offset Moment Connection, Donald R. Bryant
- Re: Offset Moment Connection, Paul Ransom
- Re: AISC Appd'x 'B' - Effective width, Paul Ransom
- Off Topic - Charity, Jason Kilgore
- RE: Off Topic - Charity, Stuart, Matthew
- Jacketing piles of bridge, kamal Aghbal
- Engineers on TV, Andrew Kester
- question on K factors and P-delta analysis, Clifford Schwinger
- RE: Fibermesh questions, Jim Persing
- QUESTION REGARDING WIND UPLIFT, Heide Hooks
- Re: QUESTION REGARDING WIND UPLIFT, Bill Polhemus
- RE: question on K factors and P-delta analysis, Mark Gilligan
- RE: question on K factors and P-delta analysis, Ron Hill
- Thickened Floor Slabs, Lester Unger
- Rebar breaking, Michael L. Hemstad
- RE: Thickened Floor Slabs, Syed Faiz
- Re: Thickened Floor Slabs, MBREngineering
- RE: Thickened Floor Slabs, Nitin Christopher
- Re: Thickened Floor Slabs, Jason Kilgore
- RE: Thickened Floor Slabs, Syed Faiz
- RE: Rebar breaking, Brian K. Smith
- RE: Rebar breaking, Sprague, Harold O.
- RE: question on K factors and P-delta analysis, Clifford Schwinger
- RE: Thickened Floor Slabs, Al Grathwol
- Thickened Floor Slabs 2, Lester Unger
- RE: Thickened Floor Slabs 2, John C. Jones
- RE: Thickened Floor Slabs, Sprague, Harold O.
- Re: Rebar breaking, Roger Turk
- RE: question on K factors and P-delta analysis, Reza Dashti Asl
- Wood Beam Torsion, Ray Shreenan
- Barn Structure, Gerard Madden, SE
- RE: Barn Structure, Jim Persing
- RE: Barn Structure, Scott, William N.
- RE: Barn Structure, Gerard Madden, SE
- RE: 1.7 allowable increase gone? 2003 IBC, Chad Druffel
- Contact loads from moving loads, Joseph Grill
- RE: Contact loads from moving loads, Michael Bryson
- Re: Barn Structure, Steve Privett
- RE: 1.7 allowable increase gone? 2003 IBC, Scott Maxwell
- Re: Contact loads from moving loads, Scott Maxwell
- RE: Thickened Floor Slabs 2, Syed Faiz
- Re: Contact loads from moving loads, Joseph Grill
- RE: Barn Structure, Roger Davis
- stopping force/ cmu wall ftgs, Andrew Kester
- Re: Contact loads from moving loads, Jason Kilgore
- RE: Contact loads from moving loads, Jake Watson
- RE: Contact loads from moving loads, Sprague, Harold O.
- RE: Contact loads from moving loads, Ron Hill
- Re: Contact loads from moving loads, John H. Cato, jr, R.A.
- Deflection limits for skylight support framing., Bruce Holcomb
- RE: Rebar breaking, Mike Murphy
- RE: Wood Beam Torsion, Dennis Wish
- Posting Live Load, richard lewis
- Mold Remediation, richard lewis
- RE: Rebar breaking, Sprague, Harold O.
- Re: Mold Remediation, Mike Jones
- RE: Posting Live Load, Roger Davis
- Re: Posting Live Load, Davis Parsons
- Re: Posting Live Load, rlewistx
- Re: Posting Live Load, Davis Parsons
- Re: Posting Live Load, Roger Turk
- Re: Posting Live Load, Charley Hamilton
- Foundation Torsion, engineer101
- RE: Foundation Torsion, Jim Persing
- RE: Foundation Torsion, Gerard Madden, SE
- Re: Foundation Torsion, Clifford Schwinger
- Re: Posting Live Load, Roger Turk
- RE: Mold Remediation, Syed Faiz
- Re: Posting Live Load, richard lewis
- RE: torsion in circular foundations, Andrew Kester
- Re: Posting Live Load, Jason Kilgore
- ASD One Third Factor, THunt
- Wood continuous beams, Ed Tornberg
- RE: Wood continuous beams, Gerard Madden, SE
- IBC 2003 and 9th Ed. ASD, Tripp Howard
- RE: Posting Live Load, Bruce Holcomb
- RE: Wood continuous beams, Roger Turk
- Rigid Wood Diaphragm?, Bill Allen
- Pipe Analysis, MBREngineering
- Seminars on concrete reparation, kamal Aghbal
- RE: Rigid Wood Diaphragm?, Jake Watson
- RE: Pipe Analysis, Jake Watson
- Re: Pipe Analysis, GSKWY
- Re: Seminars on concrete reparation, Scott Maxwell
- [no subject], k_mini
- Re: Contact loads from moving loads, Walt Sawruk
- Re: Contact loads from moving loads, Paul Ransom
- Need help with Structural software, Amr Hashem
- RE: Pipe Analysis, Sprague, Harold O.
- posting live load, Mike O'Brien
- Re: Need help with Structural software, Ed . Haninger
- RE: Wood continuous beams, Ed Tornberg
- RE: Rigid Wood Diaphragm?, David Merrick
- RE: Need help with Structural software, Gerard Madden, SE
- RE: Rigid Wood Diaphragm?, Bill Allen
- RE: Rigid Wood Diaphragm?, Gerard Madden, SE
- Water Proof Membrane, richard lewis
- RE: Water Proof Membrane, Sprague, Harold O.
- RE: Water Proof Membrane, Caldwell, Stan
- Re: IBC 2003 and 9th Ed. ASD, utej
- RE: Water Proof Membrane, Jim Persing
- Re: Mold Remediation, Stanley E Scholl
- RE: Mold Remediation, Barry H. Welliver
- Re: Water Proof Membrane, Nels Roselund, SE
- Re: Need help with Structural software, Dave Langhone
- Re: Mold Remediation, Nels Roselund, SE
- RE: Pipe Analysis, Albert W. Ford
- RE: Mold Remediation, Barry H. Welliver
- Re: Mold Remediation, jccpc
- Re: Water Proof Membrane, jccpc
- Rigid Diaphragm for a L Shaped Building, Kipp . A . Martin
- RE: Mold Remediation, Sprague, Harold O.
- RE: Rigid Diaphragm for a L Shaped Building, Stuart, Matthew
- Plan Check (was Re: Rigid Wood Diaphragm?), Paul Feather
- RE: Rigid Diaphragm for a L Shaped Building, Jake Watson
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), David L. Fisher
- Re: Water Proof Membrane, richard lewis
- RE: Water Proof Membrane, Sprague, Harold O.
- RE: Rigid Diaphragm for a L Shaped Building, Jim Persing
- Off Topic - Paintball, Jason Kilgore
- frost heave, Pat Clark
- PCI Volume 5, Andrew Kester
- RE: frost heave, Scott, William N.
- Re: frost heave, Jason Kilgore
- Weld bolts, Ben Zhou
- RE: frost heave, Pat Clark
- RE: frost heave, Scott, William N.
- RE: frost heave, Michel Blangy
- RE: frost heave, Michel Blangy
- Re: PCI Volume 5, since you brought up Avo, Shapton & Partners
- NFPA Code and ICBO Evaluation Service Reports, Nels Roselund, SE
- Viruses (again), Roger Turk
- Re: Viruses (again), Thor Tandy
- Re: Viruses (again), John Sieszycki
- TEST, Stuart, Matthew
- testing n/t, Mike Jones
- is it working, Al Greene
- RE: question on K factors and P-delta analysis, Haan, Scott M.
- TEST, Stuart, Matthew
- Is 'List Server' up or down, Sen, Ying-Tzung
- Test, Stuart, Matthew
- RE: TEST, Randy Diviney
- RE: Test, Eckrote, David
- This is only a Test, Gerard Madden, SE
- Cantilever Pile CAps, Jim Schnitzhofer
- RE: Is 'List Server' up or down, Bill Polhemus
- Reinforcing vs welded wire fabric, ken kirkland
- Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
- RE: Reinforcing vs welded wire fabric, Jake Watson
- Re: Plan Check (was Re: Rigid Wood Diaphragm?), Charley Hamilton
- Re: Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
- Re: Plan Check (was Re: Rigid Wood Diaphragm?), Paul Feather
- W Shape question, CanitzCF
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Gerard Madden, SE
- Re: Is 'List Server' up or down, Nels Roselund, SE
- Re: Plan Check (was Re: Rigid Wood Diaphragm?), Charley Hamilton
- Re: Water Proof Membrane, GSKWY
- Re: is it working, Thor Tandy
- Re: is it working, Roger Turk
- RE: Water Proof Membrane, Syed Faiz
- RE: Reinforcing vs welded wire fabric, Syed Faiz
- LRFD Live L application on simple span bridge, ozturk_ozgur
- Re: W Shape question, Gary Hodgson & Associates
- Plan review?, Andrew Kester
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Hans Boge Jr.
- RE: question on K factors and P-delta analysis, Eric Ober
- Re: W Shape question, CanitzCF
- Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Mike Jones
- Re: Reinforcing vs welded wire fabric, Jason Kilgore
- RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Stuart, Matthew
- Re: Plan Check (was Re: Rigid Wood Diaphragm?), Himat Solanki
- Re: W Shape Question, TJ_Fu
- For the Record, GSKWY
- RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), IRV FRUCHTMAN
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
- Job Opening - Jr. Engineer, Rangaswamy, Aswin
- Re: Plan Check vs Peer Review, Suresh Acharya
- Baseplate Grouting, Jim Persing
- RE: W Shape question, Kent Carlson
- message 0012, ismet beg
- Re: Baseplate Grouting, Jason Kilgore
- Re: W Shape question, CanitzCF
- Plan Check from a plan reviewer, Schwan, Martin K.
- RE: Plan Check from a plan reviewer, Gerard Madden, SE
- TEST, Stuart, Matthew
- RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Clifford Schwinger
- RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
- RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Jim Persing
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Dennis Wish
- RE: Plan Check vs Peer Review, Dennis Wish
- RE: Plan Check from a plan reviewer, Dennis Wish
- Q: Flatness Tolerances for Residential Slab, Bill Polhemus
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Scott Maxwell
- Re: Q: Flatness Tolerances for Residential Slab, Scott Maxwell
- Re: Plan review?, Tripp Howard
- RE: Q: Flatness Tolerances for Residential Slab, Meyer, Jonathan
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Jim Getaz
- Re: Q: Flatness Tolerances for Residenti, Roger Turk
- RE: Plan review?, Kestner, James W.
- RE: Q: Flatness Tolerances for Residenti, Hans Boge Jr.
- Re: Q: Flatness Tolerances for Residenti, jccpc
- RE: Flatness Tolerances for Residential Slab, Sprague, Harold O.
- TEST -, Stuart, Matthew
- Re: Q: Flatness Tolerances for Residenti, GSKWY
- List Server Problem, Stuart, Matthew
- List Server Problem: On most of the emails that I get the only th ing that shows up is (see below):, Stuart, Matthew
- Avo wrt ACI 318 Appendix D, Shapton & Partners
- RE: Plan Check, Peter James
- FW: Deflection limits for skylight support framing., Bruce Holcomb
- RE: Deflection limits for skylight support framing., Sprague, Harold O.
- Re: Water Proof Membrane, richard lewis
- RE: Flatness Tolerances for Residential Slab, Dennis Wish
- Look for a CA SE, Richard M. Beldyk, P.E., CPEng
- RE: Plan Check, Michael Bryson
- Pasco Membrane was: Flatness Tolerances for Residential Slab, Dennis Wish
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Dennis Wish
- k's in LRFD Third Edition, Ken Peoples
- RE: k's in LRFD Third Edition, Jake Watson
- RE: Flatness Tolerances for Residential Slab, Paul Blomberg
- Re: k's in LRFD Third Edition, Scott Maxwell
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Scott Maxwell
- [no subject], hennebrh
- RE: For the Record, Syed Faiz
- Re:, Nels Roselund, SE
- Re: Water Proof Membrane, GSKWY
- Wanted: Old Pre-eng building standards Drawings and Books, Paul Ransom
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), Dennis Wish
- ANALYSIS PROCEDURE, Ravi Kumar
- ANALYSIS PROCEDURE, Ravi Kumar
- Test, Matthew Stuart
- Testing, Stuart, Matthew
- Test 2, Matthew Stuart
- RE: k's in LRFD Third Edition, Eric Ober
- RE: Test 2, Bill Polhemus
- Welded Wire Reinforcement, GSKWY
- Re: Flatness Tolerances for Residential Slab, jccpc
- RE: Welded Wire Reinforcement, Syed Faiz
- Please help admit our friend back, G Vishwanath
- Joist manufacturer, Bruce Holcomb
- Re: Joist manufacturer, Shapton & Partners
- Re: Joist manufacturer, Davis Parsons
- Fw: Avo wrt ACI 318 Appendix D, Shapton & Partners
- Re: Please help admit our friend back, Aswin Rangaswamy
- RE: Plan Check (was Re: Rigid Wood Diaphragm?), G M
- Seismic Load Factors, Michael L. Hemstad
- Re: Seismic Load Factors, Ben Yousefi
- RE: Seismic Load Factors, David Guerrero
- RE: Plan Check from a plan reviewer, G M
- RE: Seismic Load Factors, Larry_Reynolds
- RE: Plan Check from a plan reviewer, Gerard Madden, SE
- Re: Seismic Load Factors, Scott Maxwell
- Re: Seismic Load Factors, Scott Maxwell
- RE: Plan Check from a plan reviewer, Gary Hodgson & Associates
- Concrete Text Books, THunt
- Web Plates on Col. Splices, Kestner, James W.
- Re: Concrete Text Books, Himat Solanki
- RE: Concrete Text Books, Syed Faiz
- RE: Concrete Text Books, Gary Ehrlich
- RE: Concrete Text Books, Himat Solanki
- Seismic Load Factors, Michael L. Hemstad
- Re: Concrete Text Books, Scott Maxwell
- RE: Plan Check from a plan reviewer, Dennis Wish
- RE: Concrete Text Books, Gerard Madden, SE
- Re: Seismic Load Factors, Scott Maxwell
- tie wires for ceilings, Mike O'Brien
- RE: Concrete Text Books, Tim Allison
- RE: Plan Check from a plan reviewer, Gerard Madden, SE
- RE: Plan Check from a plan reviewer, Dennis Wish
- RE: Plan Check from a plan reviewer, Jim Persing
- RE: Plan Check from a plan reviewer, Roger Turk
- Allowable thickness variance for steel plates per AISC, utej
- allowable foundation and lateral pressure, Schwan, Martin K.
- Plan Check, Schwan, Martin K.
- RE: Plan Check, Gerard Madden, SE
- Re: Plan Check, Shapton & Partners
- RE: Plan Check, Schwan, Martin K.
- RE: Plan Check, Schwan, Martin K.
- Re: Concrete Text Books, GSKWY
- Two-way flat plate moment frame question, Clifford Schwinger
- RE: Concrete Text Books, Gerard Madden, SE
- Re: allowable foundation and lateral pressure, Scott Maxwell
- RE: Concrete Text Books, Scott Maxwell
- Re: Concrete Text Books, Charley Hamilton
- Re: Two-way flat plate moment frame question, Scott Maxwell
- RE: Two-way flat plate moment frame question, Gerard Madden, SE
- Re: Concrete Text Books, Scott Maxwell
- Re: Concrete Text Books, GSKWY
- Re: Concrete Text Books, Simon
- RE: Concrete Text Books, Roger Turk
- RE: Two-way flat plate moment frame question, Mark Gilligan
- RE: Concrete Text Books, Syed Faiz
- off topic: AutoCAD drawing presentation in powerpoint, Ken Peoples
- RE: off topic: AutoCAD drawing presentation in powerpoint, Terry Triest
- Re: off topic: AutoCAD drawing presentation in powerpoint, Richard M. Beldyk, P.E., CPEng
- RE: Allowable thickness variance for steel plates per AISC, Carter, Charlie
- Re: allowable foundation and lateral pressure, Jason Kilgore
- RE: off topic: AutoCAD drawing presentation in powerpoint, Alden Manipula
- RE: Concrete Text Books, Bill Polhemus
- IS IT JUST ME OR ARE OTHERS GETTING EMAILS WITH NO TEXT IN THEM OTHER THAN BELOW, Matthew Stuart
- Flat plates, Andrew Kester
- RE: IS IT JUST ME OR ARE OTHERS GETTING EMAILS WITH NO TEXT IN THEM OTHER THAN BELOW, Terry Triest
- Re: Concrete Text Books, Nels Roselund, SE
- RE: Concrete Text Books, Roger Turk
- IS IT JUST ME OR ARE OTHERS GETTING EMAI, Roger Turk
- RE: Plan Check from a plan reviewer, Don
- RE: Two-way flat plate moment frame question, Scott Maxwell
- RE: Q: Flatness Tolerances for Residential Slab, David Merrick
- RE: Plan Check, Dennis Wish
- RE: Two-way flat plate moment frame question, Eric Ober
- RE: Two-way flat plate moment frame question, Craig Leech
- Rebar Strengths, Jason Kilgore
- RE: Rebar Strengths, Mark Geoghegan
- RE: Rebar Strengths, Peter James
- RE: Rebar Strengths, Hans Boge Jr.
- RE: Rebar Strengths, Caldwell, Stan
- Job Check lists, Hans Boge Jr.
- Re: Job Check lists, Jason Emoto
- RE: Two-way flat plate moment frame question, Gil Brock
- Horizontal bracing seismic provisions (AISC or IBC), Rick Burch
- RE: Concrete Text Books, Syed Faiz
- RE: Concrete Text Books, Syed Faiz
- RE: Rebar Strengths, Syed Faiz
- RE: Job Check lists, Eric Ober
- RE: Horizontal bracing seismic provisions (AISC or IBC), Jake Watson
- RE: Job Check lists, Jake Watson
- RE: Job Check lists, dfisher(--nospam--at)fpse.com
- RE: Concrete Text Books, Roger Turk
- RE: Job Check lists, Eric Ober
- Re: Rebar Strengths, Jason Kilgore
- Plumbing Penetrations through Post-Tensioned Foundation (Or: No Good Deed Goes Unpunished), Bill Polhemus
- Re: Horizontal bracing seismic provisions (AISC or IBC), Nels Roselund, SE
- Hardy Frames, Bill Allen
- Re: Hardy Frames, desi j kiss
- Re: Hardy Frames, Ben Yousefi
- RE: Hardy Frames, Gerard Madden, SE
- RE: Hardy Frames, Dennis Wish
- RE: Plan Check from a plan reviewer, Jake Watson
- RE: Hardy Frames, G M
- Construction accounting software, jccpc
- Foundation Waterproofing, richard lewis
- Re: Rebar Strengths, Frank Hartzell
- RE: Rebar Strengths, Al Grathwol
- Re: Rebar Strengths, Roger Turk
- Re: Hardy Frames, Stanley E Scholl
- Re: Hardy Frames, Suresh Acharya
- RE: Hardy Frames, Dennis Wish
- RE: Rebar Strengths, Hans Boge Jr.
- microwave test for measuring water content in fresh concrete, Clifford Schwinger
- Precast tension stresses, Jake Watson
- Re: microwave test for measuring water content in fresh concrete, D. Woodham
- Re: microwave test for measuring water content in fresh concrete, GSKWY
- RE: Precast tension stresses, Al Grathwol
- Slabs on Compressible Voids, GSKWY
- RE: Hardy Frames, Bill Allen
- blast and progressive collapse, Melnick, Scott
- RE: blast and progressive collapse, Jim Persing
- Re: Precast tension stresses, Scott Maxwell
- Re: blast and progressive collapse, Aswin Rangaswamy
- RE: blast and progressive collapse, Melnick, Scott
- Residential Construction Performance Guidelines (WAS: Q: Flatness Tolerances for Residential Slab), Bill Polhemus
- Re: Residential Construction Performance Guidelines (WAS: Q: Flatness Tolerances for Residential Slab), jccpc
- RE: blast and progressive collapse, Carter, Charlie
- RE: Thickened footings under interior braced walls (Was: RE Hardy Frames), Dennis Wish
- RE: Residential Construction Performance Guidelines (WAS: Q: Flatness Tolerances for Residential Slab), Keith De Lapp
- Alternate BWP's (Thor & Dennis), Dave Adams
- Re: Thickened footings under interior braced walls (Was: RE Hardy Frames), Stanley E Scholl
- Test, Keith De Lapp
- Expansion Joints in concrete slab, G M
- Re: Expansion Joints in concrete slab, Jason Kilgore
- RE: Thickened footings under interior braced walls (Was: RE Hardy Frames), Dennis Wish
- double nut anchor bolts, PFFEI
- RE: double nut anchor bolts, Sprague, Harold O.
- Re: double nut anchor bolts, THunt
- RE: Thickened footings under interior braced walls (Was: RE Hardy Frames), Dennis Wish
- Nail embedments, Nels Roselund, SE
- Bolt question, Chan, David
- Re: Nail embedments, Aleces Ari
- RE: Expansion Joints in concrete slab, Syed Faiz
- INFO REQ: Source for Scrap or Surplus Sheet Pile, Bill Polhemus
- RE: INFO REQ: Source for Scrap or Surplus Sheet Pile, Brian K. Smith
- RE: Bolt question, Sprague, Harold O.
- Masonry lap splice, HBAP
- Re: Masonry lap splice, Mike Jones
- RE: Masonry lap splice, Kestner, James W.
- Re: Bolt question, Paul Ransom
- Masonry lap splice, Roger Turk
- Staples for Shear-resisting Panels [was: Nail embedments], Nels Roselund, SE
- RE: Thickened footings under interior braced walls (Was: RE Hardy Frames), Dave Adams
- Glulam Roof Girders in a Tilt-Up, Gerard Madden, SE
- Re: Concrete Text Books, GSKWY
- Re: Glulam Roof Girders in a Tilt-Up, Patrick Rodgers
- Re: Nail Embedments & Stapled shear panels, Thor Matteson, SE
- RE: Glulam Roof Girders in a Tilt-Up, Bill Allen
- RE: Glulam Roof Girders in a Tilt-Up, Jake Watson
- RE: Glulam Roof Girders in a Tilt-Up, Michael Bryson
- Beam Bearing Stiffeners, Ricky Leblanc
- RE: Glulam Roof Girders in a Tilt-Up, Bill Allen
- Blind Fasteners for Structural Applications, Don Vickers
- Flat plate punching shear question, Clifford Schwinger
- Beam Bearing Stiffeners, Larry_Reynolds
- RE: Beam Bearing Stiffeners, Sprague, Harold O.
- Re: Glulam Roof Girders in a Tilt-Up, Nels Roselund, SE
- RE: Glulam Roof Girders in a Tilt-Up, Gerard Madden, SE
- RE: Blind Fasteners for Structural Applications, Sprague, Harold O.
- Residential Roof Diaphragms, Ed Tornberg
- Re: Residential Roof Diaphragms, Reza Dashti Asl
- Army/Air Force Technical Documents, GSKWY
- RE: Army/Air Force Technical Documents, Sprague, Harold O.
- Re: Army/Air Force Technical Documents, Aswin Rangaswamy
- Re: Army/Air Force Technical Documents, Tripp Howard
- Re: Army/Air Force Technical Documents, Tripp Howard
- Re: Army/Air Force Technical Documents, GSKWY
- Re: Army/Air Force Technical Documents, Tripp Howard
- RE: Masonry lap splice (fwd), Scott Maxwell
- Re: Army/Air Force Technical Documents, GSKWY
- RE: Army/Air Force Technical Documents, Foy, Warren
- Re: Flat plate punching shear question, Gil Brock
- Column located on 4" existing concrete slab, ken kirkland
- minimum wind loads in the IBC, Schwan, Martin K.
- Re: Column located on 4" existing concrete slab, Stanley E Scholl
- RE: Glulam Roof Girders in a Tilt-Up, Jake Watson
- RE: Column located on 4" existing concrete slab, Bill Allen
- RE: Glulam Roof Girders in a Tilt-Up, Bill Allen
- Army/Air Force Technical Documents, GSKWY
- Re: minimum wind loads in the IBC, Jason Kilgore
- RE: wind loads, Andrew Kester
- Re: Blind Fasteners for Structural Applications, Don Vickers
- Conodeck Joists, Glenn Deppert
- Conodeck Joists, Larry_Reynolds
- Re: Glulam Roof Girders in a Tilt-Up, David Pomerleau
- steel formdeck as shearwall?, John C. Jones
- Re: steel formdeck as shearwall?, Jason Kilgore
- RE: steel formdeck as shearwall?, John C. Jones
- RE: steel formdeck as shearwall?, Sprague, Harold O.
- RE: steel formdeck as shearwall?, John C. Jones
- RE: Glulam Roof Girders in a Tilt-Up, Jim Persing
- RE: Glulam Roof Girders in a Tilt-Up, Al Grathwol
- RE: steel formdeck as shearwall?, Roger Turk
- Re: Column located on 4" existing concrete slab, Aswin Rangaswamy
- Re: Column located on 4" existing concrete slab, Jason Kilgore
- RE: steel formdeck as shearwall?, Scott Maxwell
- Old concrete masonry, Michael L. Hemstad
- Re: Column located on 4" existing concrete slab (Balcony vs Deck), Aswin Rangaswamy
- Re: Column located on 4" existing concrete slab (Balcony vs Deck), Shapton & Partners
- RE: steel formdeck as shearwall?, Ed Tornberg
- Atlantic City Garage Collapse, Matthew Stuart
- Re: Atlantic City Garage Collapse, GSKWY
- Re: Atlantic City Garage Collapse, EGHirsch
- Re: Atlantic City Garage Collapse, GSKWY
- CA SE, da
- Re: Atlantic City Garage Collapse, John Sieszycki
- Re: steel formdeck as shearwall?, Rick Burch
- RE: steel formdeck as shearwall?, John C. Jones
- RE: CA SE, John C. Jones
- [no subject], Matthew Stuart
- RE: Atlantic City Garage Collapse, Gary Ehrlich
- RE: steel formdeck as shearwall?, Roger Turk
- RE: steel formdeck as shearwall?, John C. Jones
- RE: steel formdeck as shearwall?, Sprague, Harold O.
- Lynn S. Beedle, Ken Peoples
- RE: steel formdeck as shearwall?, Sprague, Harold O.
- RE: steel formdeck as shearwall?, John C. Jones
- RE: Atlantic City Garage Collapse, Sprague, Harold O.
- Special Inspection, GSKWY
- RE: Special Inspection, Sprague, Harold O.
- Pre-Fab wall of Conc. Block, David Merrick
- Re: Special Inspection, MJSLAYSMAN
- Re: Plan Check, Paul Feather
- RE: CA SE, Ed Tornberg
- Re: steel formdeck as shearwall?, Silverhill Co Silverhill Co LLC
- RE: Lynn S. Beedle, Al Grathwol
- RE: steel formdeck as shearwall?, Roger Turk
- RE: steel formdeck as shearwall?, John C. Jones
- RE: Special Inspection, Al Grathwol
- New home problems, Andrew Kester
- RE: steel formdeck as shearwall?, Scott Maxwell
- Re: CA SE, Jason Kilgore
- RE: steel formdeck as shearwall?, John C. Jones
- RE: CA SE, John C. Jones
- New home problems- retry, Andrew Kester
- Re: Special Inspection, GSKWY
- Re: Atlantic City Garage Collapse, jccpc
- RE: Special Inspection, Jim Persing
- Tropicana Garage Collapse, Matthew Stuart
- RE: steel formdeck as shearwall?, Scott Maxwell
- Re: Special Inspection, Paul Feather
- Re: Special Inspection, chuckuc
- RE: Special Inspection, Al Grathwol
- RE: Masonry lap Splice, Sherman, William
- Floating Stiffened Slab Supported on Piers, Bill Polhemus
- RE: New home problems, Dennis Wish
- RE: New home problems, Bill Polhemus
- soil-pile-structure interaction, David Evans
- Re: CA SE, Josh Plummer
- Re: Special Inspection, GSKWY
- New Materials, wsp
- Re: Special Inspection, Roger Turk
- Off Topic - Thank you., Daryl Richardson
- Re: New home problems, BCainse
- RE: New home problems, Dennis Wish
- Re: Off Topic - Thank You, G Vishwanath
- Re: seaint Digest for 1 Nov 2003, Thuan Cao
- Re: Off Topic - Thank You, Daryl Richardson
- Re: Staples for Shear-resisting Panels [was: Nail embedments], chuckuc
- Hanger Reinforcements, Wontae Kim
- Re: Special Inspection, MJSLAYSMAN
- RE: steel formdeck as shearwall?, Mike O'Brien
- RE: steel formdeck as shearwall?, John C. Jones
- Re: Special Inspection, THunt
- ASCE wind load question, Andy Richardson
- RE: Special Inspection, Jim Persing
- Re: Special Inspection, GSKWY
- Re: steel formdeck as shearwall?, Jim L Chatterley
- Rebar Tension Lap Splice in frame columns, nitin Christopher
- CBC 1921.4 Frame Members Design, nitin Christopher
- CA SE / SE2, Michael L. Hemstad
- Re: CBC 1921.4 Frame Members Design, Ed . Haninger
- Re: CBC 1921.4 Frame Members Design, Simon
- Re: CA SE / SE2, Scott Maxwell
- Re: Weld bolts, Ben Zhou
- 2U, paag faag
- SEAINT Website, Dennis Wish
- Re: SEAINT Website, Silenio Marciano de Paulo
- concrete tanks, brian stanley
- Re: CA SE / SE2, Jason Kilgore
- Re: CA SE / SE2, Meyer, Jonathan
- RE: Hanger reinforcement, Chad Van Kampen
- SE Tests, Andrew Kester
- RE: Reusing Foundations (was: SE Tests), Bill Allen
- RE: concrete tanks, Sherman, William
- Re: Reusing Foundations, D. Woodham
- FW: concrete tanks, Sherman, William
- Re: Weld bolts, THunt
- Re: SE Tests, Paul Feather
- Re: Reusing Foundations (was: SE Tests), Charley Hamilton
- RE: SE Tests, Ed Tornberg
- Re: SE Tests, GSKWY
- RE: SE Tests, John C. Jones
- RE: SE Tests, Brian M. Spencer
- Re: SE Tests, Jason Kilgore
- Re: SE Tests, GSKWY
- RE: SE Tests, Ed Tornberg
- RE: SE Tests, Barry H. Welliver
- RE: SE Tests, Bill Allen
- RE: SE Tests, Carter, Charlie
- RE: SE Tests, Bill Allen
- Re[2]: Rebar Welding, Zhoub002
- Re: SE Tests, Paul Feather
- RE: SE Tests, John C. Jones
- Aluminum, Jason Kilgore
- Re: Aluminum, Shapton & Partners
- RE: Aluminum, John Whitty
- RE: SE Tests, Pat Clark
- Re: Aluminum, Mike Jones
- Re: Aluminum, Jason Kilgore
- RE: Aluminum, Sherman, William
- RE: Aluminum, John Whitty
- Re: SE Tests, Paul Feather
- RE: Reusing Foundations (was: SE Tests), Scott Maxwell
- Re: CA SE / SE2, Scott Maxwell
- AISC contest, Carter, Charlie
- Re: Bolt question, TJ_Fu
- RE: Sick Profession?, Caldwell, Stan
- Regional permitting differences - calculations, John C. Jones
- RE: Aluminum, Larry_Reynolds
- RE: concrete tanks, Syed Faiz
- Re: calculators at licensing exams, Greg Spontak
- RE: SE Tests, Scott Maxwell
- RE: Aluminum, Jake Watson
- Sick Profession?, Caldwell, Stan
- Steel Stair Treads, richard lewis
- RE: Sick Profession?, Ed Tornberg
- RE: Sick Profession?, David L. Fisher
- Tests, etc., Andrew Kester
- Re: CA SE / SE2, Chris Roper
- sill plate cupping/lifting?, Marc
- Re: Reusing Foundations (was: SE Tests), Roger Turk
- RE: SE Tests, Dennis Wish
- Re: SE Tests, GSKWY
- Re: Regional permitting differences - calculations, Jason Kilgore
- [no subject], Jake Watson
- Re: SE Tests, SMO3
- RE: Regional permitting differences - calculations, Bill Polhemus
- Building Code Complexity, Sherman, William
- Re: Aluminum, Jason Kilgore
- "Lamella" Wood Roof Construction, Eknrinc
- RE: Sick Profession?, Bill Polhemus
- RE: Sick Profession?, Caldwell, Stan
- RE: SE Tests, Bill Polhemus
- RE: Regional permitting differences - calculations, Brian M. Spencer
- Regional permitting differences - calculations, Schwan, Martin K.
- RE: Regional permitting differences - calculations, David L. Fisher
- SE Tests, GSKWY
- Re: Regional permitting differences - calculations, Paul Feather
- RE: SE Tests, Scott, William N.
- SE Tests, Michael L. Hemstad
- RE: Regional permitting differences - calculations, Brian M. Spencer
- RE: SE Tests, David L. Fisher
- RE: Peer Reviews & Value Engineering Reviews, Sherman, William
- Dowel brng strength (Fe) for ASTM A36 Stl in 2001 AF&PA NDS, utej
- RE: Peer Reviews & Value Engineering Reviews, David L. Fisher
- Re: Tests, etc., Paul Feather
- Building Code Complexity, Sherman, William
- Re: Dowel brng strength (Fe) for ASTM A36 Stl in 2001 AF&PA NDS, Shapton & Partners
- Re: Steel Stair Treads, Paul Feather
- Seals and signatures, Jim Persing
- RE: Building Code Complexity, Stuart, Matthew
- RE: Seals and signatures, David L. Fisher
- Re: Seals and signatures, Paul Feather
- Re: Seals and signatures, Jason Kilgore
- RE: Seals and signatures, Jim Persing
- RE: Seals and signatures, Al Grathwol
- Re: SE Tests, Scott Maxwell
- RE: Seals and signatures, Stuart, Matthew
- Re: SE Tests and Seals and Signatures, GSKWY
- Canandian Concrete Code Question, GSKWY
- RE: SE Tests, Bill Allen
- RE: SE Tests, Keith De Lapp
- Re: "Lamella" Wood Roof Construction, Nels Roselund, SE
- RE: SE Tests, Bill Allen
- Re: "Lamella" Wood Roof Construction, Neil Moore
- Re: "Lamella" Wood Roof Construction, Patrick Rodgers
- RE: SE Tests, Scott Maxwell
- RE: SE Tests, Scott Maxwell
- SE Tests, Keith De Lapp
- Fwd: FW: Building Code Complexity, Matthew Stuart
- Fwd: FW: Seals and signatures, Matthew Stuart
- Re: Tests, etc., Gary Hodgson & Associates
- Hanger Reinforcement - Precast Spandrels, Wontae Kim
- Unbraced Length for Stair Stringers?, Dan Boltz
- Relative Rigity Calculations?, Dan Boltz
- RE: Unbraced Length for Stair Stringers?, Jake Watson
- RE: Relative Rigity Calculations?, Jake Watson
- Re: Unbraced Length for Stair Stringers?, Jason Kilgore
- thanks, Andrew Kester
- RE: Unbraced Length for Stair Stringers?, Sprague, Harold O.
- Re: Relative Rigidity Calculations?, THunt
- Steel Joist Designation - 1950's...Not in SJI Manual, Robert Rogers
- RE: SE Tests, Bill Allen
- Interstory Drift and the Wind Directionality Factor, Christopher Conrad
- Floating Stiffened Slab on Piers, Bill Polhemus
- Re: Steel Joist Designation - 1950's...Not in SJI Manual, Davis Parsons
- RE: SE Tests, Scott, William N.
- Re: SE Tests, Shapton & Partners
- RE: SE Tests, Al Grathwol
- CA PE with regards to WA PE, Seth W. Cutler
- Re: CA PE with regards to WA PE, Shapton & Partners
- SE Test, Keith De Lapp
- Re: CA PE with regards to WA PE, Seth W. Cutler
- RE: SE Test, Sprague, Harold O.
- RE: SE Test, Bill Allen
- RE: SE Test, Scott Maxwell
- RE: SE Test, David L. Fisher
- Re: CA PE with regards to WA PE, Scott Maxwell
- RE: CA PE with regards to WA PE, Tom Skaggs
- RE: SE Tests, Scott Maxwell
- RE: CA PE with regards to WA PE, Scott Maxwell
- RE: CA PE with regards to WA PE, Tom Skaggs
- RE: CA PE with regards to WA PE, Scott Maxwell
- RE: SE Tests, Bill Allen
- RE: SE Test, Keith De Lapp
- Mono Stringer Stairs, CanitzCF
- RE: SE Tests, Scott Maxwell
- RE: SE Test, Dennis Wish
- Re: CA PE with regards to WA PE, Scott Maxwell
- fema 356 foundation acceptability, yilmaz yuva
- Re: Unbraced Length for Stair Stringers?, Wilson L Ching
- RE: Mono Stringer Stairs, Carter, Charlie
- Re: Relative Rigity Calculations?, Structures Online
- RE: SE Test, Bill Allen
- Re: SE Test, Stanley E Scholl
- RE: SE Test, Scott Maxwell
- Concrete Floor Textbook, GSKWY
- RE: SICK PROFESSION, Rbengrguy
- RE: SE Test, Dennis Wish
- RE: SICK PROFESSION, dfisher(--nospam--at)fpse.com
- RE: SE Test, Bill Allen
- RE: SE Test, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, dfisher(--nospam--at)fpse.com
- RE: SICK PROFESSION, Dennis Wish
- 4u2c, paag faag
- 4U2C, paag faag
- Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Dennis Wish
- RE: 4U2C, Bill Polhemus
- RE: SICK PROFESSION, Jim Getaz
- Re: Hanger Reinforcement - Precast Spandrels, Jim Getaz
- Re: Building Code Complexity, Paul Ransom
- Re: Canandian Concrete Code Question, Paul Ransom
- French Stuff, savksa savksa
- RE: SICK PROFESSION, Jake Watson
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Scott Maxwell
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, dfisher(--nospam--at)fpse.com
- Re: SICK PROFESSION, GSKWY
- ASCE7/IBC 2000 minimum wind load, Dwain Hendershot
- Re: CA PE with regards to WA PE, Chris Roper
- RE: Aluminum, Larry_Reynolds
- Re: SICK PROFESSION, Roger Turk
- RE: SICK PROFESSION, David L. Fisher
- RE: SICK PROFESSION, Bill Allen
- Re: SICK PROFESSION, M. David Finley, P.E.
- RE: fema 356 foundation acceptability, Lucas Jolly
- Re: SICK PROFESSION, GSKWY
- RE: SICK PROFESSION, David L. Fisher
- RE: SICK PROFESSION, Bill Polhemus
- Re: CA PE with regards to WA PE, Seth W. Cutler
- RE: SICK PROFESSION, Bill Polhemus
- RE: SICK PROFESSION, Gerard Madden, SE
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Dennis Wish
- Re: Canandian Concrete Code Question, Don Vickers
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- Re: CA PE with regards to WA PE, Scott Maxwell
- H-1B Abuse was: Sick Profession, Dennis Wish
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Caldwell, Stan
- RE: SICK PROFESSION, Scott Maxwell
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Scott Maxwell
- RE: SICK PROFESSION, Gerard Madden, SE
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Scott, William N.
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Bill Polhemus
- Re: SICK PROFESSION, Scott Maxwell
- RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Scott Maxwell
- Re: SICK PROFESSION, GSKWY
- Re: Former professor leaves legacy - The Brown and White, Rbengrguy
- Re: ASCE7/IBC 2000 minimum wind load, Rick Burch
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- Re: SICK PROFESSION, Shafat Qazi
- H1-B -Abusers, Gerard Madden, SE
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: H1-B -Abusers, Dennis Wish
- SEA (was Sick Profession, Scott Maxwell
- RE: H1-B -Abusers, Gerard Madden, SE
- RE: SICK PROFESSION, Scott Maxwell
- RE: H1-B -Abusers, Scott Maxwell
- Re: SICK PROFESSION, Scott Maxwell
- RE: SICK PROFESSION, Scott Maxwell
- RE: SICK PROFESSION, Shafat Qazi
- RE: SICK PROFESSION, Dennis Wish
- RE: SEA (was Sick Profession, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: SEA (was Sick Profession, Scott Maxwell
- IBC 2000 load combinations, Dwain Hendershot
- pre engineered metal building detailing, yogesh patil
- RE: pre engineered metal building detailing, John C. Jones
- Re: RE: pre engineered metal building detailing, Mike Jones
- Re: IBC 2000 load combinations, Scott Maxwell
- RE: IBC 2000 load combinations, Dwain Hendershot
- Re: GOOD PROFESSION, Stanley E Scholl
- RE: GOOD PROFESSION, Scott, William N.
- Re: SICK PROFESSION, chuckuc
- RE: Wind loads, Andrew Kester
- RE: IBC 2000 load combinations, Scott Maxwell
- RE: IBC 2000 load combinations, Dwain Hendershot
- RE: SICK PROFESSION, Shafat Qazi
- SICK PROFESSION, Michael L. Hemstad
- Timber pile uplift anchorage..., Mike Jones
- Off Topic? NYC Subway, M. David Finley, P.E.
- RE: SICK PROFESSION, Bill Allen
- RE: SICK PROFESSION, Ray Pixley
- RE: GOOD PROFESSION, Dennis Wish
- Re: Off Topic? NYC Subway, Ray Pixley
- Fwd: FW: Timber pile uplift anchorage..., Matthew Stuart
- RE: SICK PROFESSION, Dennis Wish
- Fire Rating for Canopy - IBC 2000, Terry Triest
- RE: SICK PROFESSION, Allison, Tim
- RE: SICK PROFESSION, David L. Fisher
- Re: Off Topic? NYC Subway, Clifford Schwinger
- RE: SICK PROFESSION, Scott Maxwell
- RE: SICK PROFESSION, Scott Maxwell
- Re: SICK PROFESSION, Scott Maxwell
- RE: IBC 2000 load combinations, Scott Maxwell
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Dennis Wish
- RE: SICK PROFESSION, Bill Allen
- out of plane anchorage Question, Tarek Mokhtar
- Re: out of plane anchorage Question, Paul Feather
- RE: out of plane anchorage Question, Pat Clark
- RE: IBC 2000 load combinations, Sherman, William
- Re: out of plane anchorage Question, Paul Feather
- RE: SICK PROFESSION, Bill Polhemus
- RE: SICK PROFESSION, Bill Polhemus
- RE: SICK PROFESSION, Bill Polhemus
- [Freedom-S] 4U2C, paag faag
- RE: SICK PROFESSION, dfisher(--nospam--at)fpse.com
- foreigners... gotta love them, Andrew Kester
- Re: out of plane anchorage Question, Chris Roper
- Re: out of plane anchorage Question, Paul Feather
- staples vs. nails, Jason Kilgore
- Re: out of plane anchorage Question, Tarek Mokhtar
- RE: foreigners... gotta love them, dfisher(--nospam--at)fpse.com
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, David L. Fisher
- RE: foreigners... gotta love them, Bill Allen
- RE: staples vs. nails, Ed Tornberg
- RE: SICK PROFESSION, Scott Maxwell
- ASTM A 36 steel, GSKWY
- RE: foreigners... gotta love them, David L. Fisher
- RE: ASTM A 36 steel, David L. Fisher
- RE: out of plane anchorage Question, Gerard Madden, SE
- Timber pile uplift anchorage..., AWC Info
- RE: foreigners... gotta love them, Bill Polhemus
- Re: ASTM A 36 steel, THunt
- RE: SICK PROFESSION, Bill Polhemus
- RE: ASTM A 36 steel, Sherman, William
- Re: ASTM A 36 steel, Jason Kilgore
- RE: ASTM A 36 steel, Sherman, William
- RE: foreigners... gotta love them, David L. Fisher
- Re: ASTM A 36 steel, Jason Kilgore
- RE: ASTM A 36 steel, Gerard Madden, SE
- Re: ASTM A 36 steel, THunt
- McStructural?, Caldwell, Stan
- RE: Fire Rating for Canopy - IBC 2000, Schwan, Martin K.
- RE: SICK PROFESSION, Scott Maxwell
- RE: ASTM A 36 steel, Carter, Charlie
- RE: foreigners... gotta love them, Bill Polhemus
- A706 & A615 Reinfocement, SE3949
- RE: McStructural?, David L. Fisher
- Piping & Ducts supports, SE3949
- RE: foreigners... gotta love them, David L. Fisher
- RE: foreigners... gotta love them, David L. Fisher
- Fwd: FW: foreigners... gotta love them, Matthew Stuart
- RE: FW: foreigners... gotta love them, David L. Fisher
- Re: A706 & A615 Reinfocement, THunt
- Re: foreigners... gotta love them, jccpc
- RE: foreigners... gotta love them, Gerard Madden, SE
- RE: foreigners... gotta love them, David L. Fisher
- Re: ASTM A 36 steel, GSKWY
- RE: Fire Rating for Canopy - IBC 2000, Terry Triest
- RE: A706 & A615 Reinfocement, Terry Triest
- RE: foreigners... gotta love them, Bill Allen
- linear and non linear stability of medium and tall buildings, Silenio Marciano de Paulo
- RE: foreigners... gotta love them, David L. Fisher
- RE: ASTM A 36 steel, Eric Ober
- Re: ASTM A 36 steel, THunt
- Re: ASTM A 36 steel, GSKWY
- Re: SICK PROFESSION, Shapton & Partners
- Discovery Adventure Series Seeks Structural Engineer, Jake Laufer
- RE: SICK PROFESSION, Bill Polhemus
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, Bill Polhemus
- RE: foreigners... gotta love them, Gerard Madden, SE
- Re: A706 & A615 Reinfocement, Scott Maxwell
- Shear tranfer from roof diaphragm to shearwalls with eaves?, Dan Boltz
- RE: foreigners... gotta love them, Stuart, Matthew
- RE: foreigners... gotta love them, Stuart, Matthew
- RE: foreigners... gotta love them, David L. Fisher
- RE: Shear tranfer from roof diaphragm to shearwalls with eaves?, Kestner, James W.
- Re: A706 & A615 Reinfocement, THunt
- RE: Shear tranfer from roof diaphragm to shearwalls with eaves?, Brian K. Smith
- Exporting America (Use or abUSE), Dennis Wish
- Re: Shear tranfer from roof diaphragm to shearwalls with eaves?, Jason Kilgore
- RE: Shear tranfer from roof diaphragm to shearwalls with eaves?, David L. Fisher
- Re: A706 & A615 Reinfocement, Scott Maxwell
- Re: Shear tranfer from roof diaphragm to shearwalls with eaves?, Shapton & Partners
- RE: Shear tranfer from roof diaphragm to shearwalls with eaves?, Brian K. Smith
- Jobs vs. political parties, Dennis Wish
- Paul Fratessa: GOOD RIDDANCE, Bill Allen
- RE: Shear transfer from roof diaphragm to shearwalls with eaves?, Schwan, Martin K.
- RE: Paul Fratessa: GOOD RIDDANCE, Bill Allen
- RE: foreigners... gotta love them, Dennis Wish
- RE: Paul Fratessa: GOOD RIDDANCE, Gerard Madden, SE
- RE: foreigners... gotta love them, Jim Persing
- Re: Shear tranfer from roof diaphragm to shearwalls with eaves?, Paul Feather
- Re: Paul Fratessa: GOOD RIDDANCE, Paul Feather
- Re: out of plane anchorage Question, Paul Feather
- seismic design of stairs, William Pulyer
- RE: seismic design of stairs, Gerard Madden, SE
- Re: foreigners... gotta love them, chuckuc
- Re: foreigners... gotta love them, chuckuc
- Re: Paul Fratessa: GOOD RIDDANCE, EGHirsch
- Re: Paul Fratessa: GOOD RIDDANCE, EGHirsch
- RE: Paul Fratessa: GOOD RIDDANCE, Gerard Madden, SE
- Re: McStructural?, GSKWY
- Re: Paul Fratessa: GOOD RIDDANCE, Roger Turk
- RE: foreigners... gotta love them, Dennis Wish
- RE: Paul Fratessa: GOOD RIDDANCE, Bill Allen
- RE: foreigners... gotta love them, Dennis Wish
- RE: Paul Fratessa: when did he die ????, Dennis Wish
- RE: Paul Fratessa: when did he die ????, Gerard Madden, SE
- RE: Paul Fratessa: when did he die ????, Dennis Wish
- RE: Paul Fratessa: GOOD RIDDANCE, Scott Maxwell
- RE: foreigners... gotta love them, Bill Polhemus
- RE: Jobs vs. political parties, Bill Polhemus
- truss blocking, Andrew Kester
- Shear Transfer from roof diaphragms...., Dan Boltz
- RE: Shear Transfer from roof diaphragms...., Brian K. Smith
- Re: Shear Transfer from roof diaphragms...., Jason Kilgore
- RE: Shear Transfer from roof diaphragms...., Kestner, James W.
- RE: Paul Fratessa: GOOD RIDDANCE, Roger Turk
- Uplift on Belled Drilled Pier, richard lewis
- RE: Paul Fratessa: GOOD RIDDANCE, Bill Allen
- RE: Shear Transfer from roof diaphragms...., Ed Tornberg
- Re: Shear Transfer from roof diaphragms...., Seth W. Cutler
- RE: McStructural? [Not Political], Caldwell, Stan
- RE: Shear Transfer from roof diaphragms...., Schwan, Martin K.
- RE: Shear Transfer from roof diaphragms...., Nuttall, Davin J.
- Re: Paul Fratessa: GOOD RIDDANCE, EGHirsch
- RE: Uplift on Belled Drilled Pier, brkoch
- RE: Shear Transfer from roof diaphragms...., Larry_Reynolds
- Re: Uplift on Belled Drilled Pier, DA
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