SEAINT Mail Archive 2003 (Oct-Dec)
Civil and Structural Engineering discussions by date
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Messages: 2141
- 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
- pool wall design, Pat Clark
- RE: Paul Fratessa: GOOD RIDDANCE, Gerard Madden, SE
- Re: pool wall design, Daryl Richardson
- RE: foreigners... gotta love them, Al Grathwol
- FEMA Tier3 Analysis - Seismic Factor, Aswin Rangaswamy
- Mobile Crane Load on Concrete Flume/Bridge, Rand Holtham, P.E., Sigma Engineers
- RE: pool wall design, Pat Clark
- RE: foreigners... gotta love them, Bill Polhemus
- A706 bar vs. A615 bar, Sprague, Harold O.
- RE: pool wall design, Caldwell, Stan
- simpson, da
- RE: pool wall design, Roger Turk
- Re: Uplift on Belled Drilled Pier, richard lewis
- 4" CMU walls with out-of-plane loads, Ed Tornberg
- RE: Mobile Crane Load on Concrete Flume/Bridge, Sprague, Harold O.
- RE: A706 bar vs. A615 bar, Mark Gilligan
- Re: out of plane anchorage Question, Tarek Mokhtar
- Joints in Slabs on Ground, GSKWY
- RE: foreigners... gotta love them, Al Grathwol
- RE: foreigners... gotta love them, G M
- shear diaphragms and trusses, Andrew Kester
- RE: pool wall design, Jim Persing
- RE: pool wall design, Jim Persing
- RE: Uplift on Belled Drilled Pier, Angie Baughman
- Near-Source Factor for non-structural components, Ed Tornberg
- RE: Uplift on Belled Drilled Pier, Matthew Stuart
- Re: Uplift on Belled Drilled Pier, Jason Kilgore
- RE: pool wall design, Brent Koch
- RE: Uplift on Belled Drilled Pier, Padmanabhan Rajendran
- [no subject], Shafat Qazi
- RE: shear diaphragms and trusses, Dennis Wish
- Re: Near-Source Factor for non-structural components, Chris Roper
- Re: Near-Source Factor for non-structural components, Chris Roper
- Should we only be concerned with the Structural Engineering Profession?, Dennis Wish
- RE: Near-Source Factor for non-structural components, Ed Tornberg
- Expected soil settlement., Jason Tani
- Rock Anchors - any recommendations, G M
- Re: Near-Source Factor for non-structural components, Paul Feather
- Welding - Periodic Inspection, Paul Feather
- RE: Uplift on Belled Drilled Pier, Brent Koch
- Re: Expected soil settlement., Stanley E Scholl
- RE: Joints in Slabs on Ground, Syed Faiz
- RE: Rock Anchors - any recommendations, Syed Faiz
- RE: pool wall design, Gary Hodgson & Associates
- RE: pool wall design, Gary Hodgson & Associates
- RE: Joints in Slabs on Ground, Gary Hodgson & Associates
- Re: Joints in Slabs on Ground, GSKWY
- Re: Rock Anchors - any recommendations, Suresh Acharya
- Sick Profession, Rbengrguy
- CMU Column Ties (horizontal), Dennis Wish
- Re: Canadian Concrete Code Question, Thor Tandy
- RE: Rock Anchors - any recommendations, Mark Gilligan
- Re: CMU Column Ties (horizontal), Charley Hamilton
- RE: Joints in Slabs on Ground, Syed Faiz
- Re: CMU Column Ties (horizontal), Scott Maxwell
- Re: 4" CMU walls with out-of-plane loads, Scott Maxwell
- RE: pool wall design, Paul Ransom
- shear bolts- glulam, Andrew Kester
- RE: shear bolts- glulam, Gerard Madden, SE
- Re: CMU Column Ties (horizontal), Nels Roselund, SE
- RE: CMU Column Ties (horizontal), Dennis Wish
- RE: CMU Column Ties (horizontal), Dennis Wish
- RE: CMU Column Ties (horizontal), Dennis Wish
- Gunnite Pool Methodology, Dennis Wish
- Re: Rock Anchors - any recommendations, G M
- Re: CMU Column Ties (horizontal), Rick Burch
- RE: CMU Column Ties (horizontal), Scott Maxwell
- Re: CMU Column Ties (horizontal), SMO3
- NO TRIP TO LINCOLN or WHAT HAPPENED TO THE "WESTERN STATES EXAM"?, Whistle Blower
- RE: pool wall design, Gary Hodgson & Associates
- Galvanized Rebar, M. David Finley, P.E.
- Re: CMU Column Ties (horizontal), Jason Kilgore
- shear bolts- glulam, Roger Turk
- Re: shear bolts- glulam, Jason Kilgore
- structural steel bolted connection question, Clifford Schwinger
- Re: CMU Column Ties (horizontal), Roger Turk
- Re: Galvanized Rebar, THunt
- Re: CMU Column Ties (horizontal), Nels Roselund, SE
- Re: CMU Column Ties (horizontal), Scott Maxwell
- Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Jim Getaz
- RE: CMU Column Ties (horizontal), Dennis Wish
- Re: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Matthew Stuart
- RE: Galvanized Rebar, Sherman, William
- RE: NO TRIP TO LINCOLN or WHAT HAPPENED TO THE "WESTERN STATES EXAM"?, Tom Skaggs
- RE: Galvanized Rebar, Sherman, William
- RE: Galvanized Rebar, TJ_Fu
- RE: NO TRIP TO LINCOLN or WHAT HAPPENED TO THE "WESTERN STATES EXAM"?, Al Grathwol
- Re: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Ken Peoples
- Steel-Detail: cost of field drilling holes, Ken Peoples
- FEMA Tier3 Analysis - Seismic Factor, Dan Morrow
- Re: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", M. David Finley, P.E.
- Re: Steel-Detail: cost of field drilling holes, Paul Feather
- RE: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Jim Persing
- Re: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Clifford Schwinger
- Title of "Engineer", Jason Kilgore
- RE: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Scott Maxwell
- RE: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Schwan, Martin K.
- RE: Title of "Engineer" - California's Facilities Engineers, Dennis Wish
- RE: Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Dennis Wish
- SE Review Manual - Wanted, Aswin Rangaswamy
- Re: cost of field drilling holes, Cratylus Consulting Group
- Re: cost of field drilling holes, Ken Peoples
- Re: Galvanized Rebar, Jim Getaz
- RE: Steel-Detail: cost of field drilling holes, Gary Ehrlich
- Interaction diagram for a pile, kamal Aghbal
- Re: Galvanized Rebar, M. David Finley, P.E.
- Re: SE Review Manual - Wanted, Chris Roper
- New SE Exam Format (was SE Review Manual - Wanted), Aswin Rangaswamy
- plywood shear wall deflection, DA
- Re: plywood shear wall deflection, Neil Moore
- RE: Interaction diagram for a pile, Stuart, Matthew
- Galvanic corrosion, Al Greene
- RE: Galvanic corrosion, Hans E Boge
- RE: Galvanic corrosion, Eric Ober
- RE: Galvanic corrosion, Sherman, William
- E/O Insurance, John P. Riley
- Re: Joints in Slabs on Ground, GSKWY
- Re: cost of field drilling holes, Cratylus Consulting Group
- X-braces, Jason Kilgore
- Re: E/O Insurance, Mark D. Anderson PE
- CMU software, Wong, Waider
- RE: Rock Anchors - any recommendations, Mark Geoghegan
- RE: Rock Anchors - any recommendations, Mark Geoghegan
- Re: Joints in Slabs on Ground, Mark Gilligan
- RE: Joints in Slabs on Ground, Syed Faiz
- Re: cost of field drilling holes, Gary Hodgson & Associates
- Re: Joints in Slabs on Ground, GSKWY
- Crane runway bumpers, Gary Hodgson & Associates
- Re: cost of field drilling holes, Jason Kilgore
- CMU software, Wong, Waider
- Re: [spam] Crane runway bumpers, Mike Jones
- RE: E/O Insurance, John C. Jones
- RE: cost of field drilling holes, Effland, Greg
- RE: Crane runway bumpers, Jeremy Kuhn
- Re: X-braces, Aswin Rangaswamy
- RE: CMU software, Jim Persing
- RE: Crane runway bumpers, Al Greene
- RE: X-braces, Eric Ober
- 2003 IBC load combnations & wood design, Dan Morrow
- RE: 2003 IBC load combnations & wood design, Gerard Madden, SE
- RE: CMU software, Alden Manipula
- Archive Wind Load Help, richard lewis
- RE: X-braces, Carter, Charlie
- Bolt edge distance-steel, Tarek Mokhtar
- RE: Bolt edge distance-steel, Effland, Greg
- Re: Archive Wind Load Help, Mike Jones
- Internal Wind Pressure for Partially Enclosed Bldg., richard lewis
- Re: Bolt edge distance-steel, Davis Parsons
- Re: Internal Wind Pressure for Partially Enclosed Bldg., Padmanabhan Rajendran
- Flag-Pole Foundations for light framing, Dennis Wish
- Re: Internal Wind Pressure for Partially Enclosed Bldg., Jason Kilgore
- Re: Flag-Pole Foundations for light framing, Himat Solanki
- Internal Wind Pressure for Partially Enc, Roger Turk
- How to reduce angle size?, Wontae Kim
- RE: Flag-Pole Foundations for light framing, Jim Persing
- RE: Flag-Pole Foundations for light framing, Al Grathwol
- Re: cost of field drilling holes, Cratylus Consulting Group
- wind loading on fences in IBC land, Schwan, Martin K.
- Re: X-braces, Shapton & Partners
- RE: Flag-Pole Foundations for light framing, Dennis Wish
- No more A35F, Dennis Wish
- Re: wind loading on fences in IBC land, Stanley E Scholl
- Re: E/O Insurance, Scott Maxwell
- Re: No more A35F, Cratylus Consulting Group
- 1930's Poured in Place Concrete Building, Dennis Wish
- RE: 1930's Poured in Place Concrete Building, Gerard Madden, SE
- RE: Flag-Pole Foundations for light framing, Syed Faiz
- RE: wind loading on fences in IBC land, Jake Watson
- Re: How to reduce angle size?, Jim Getaz
- RE: 1930's Poured in Place Concrete Building, Jake Watson
- RE: Flag-Pole Foundations for light framing, Jim Getaz
- Re: cost of field drilling holes, Gary Hodgson & Associates
- wind loads on fences, Andrew Kester
- 2003 IBC load combnations & wood design, AWC Info
- Re: structural steel bolted connection question, Paul Ransom
- Re: Bolt edge distance-steel, Paul Ransom
- RE: 1930's Poured in Place Concrete Building, Scott Maxwell
- RE: cost of field drilling holes, Scott Maxwell
- Re: Archive Wind Load Help, Scott Maxwell
- No more A35F, Mike O'Brien
- Re: 1930's Poured in Place Concrete Building, Nels Roselund, SE
- RE: 1930's Poured in Place Concrete Building, Dennis Wish
- RE: No more A35F, Dennis Wish
- RE: 1930's Poured in Place Concrete Building, Dennis Wish
- RE: 1930's Poured in Place Concrete Building, Dennis Wish
- RE: Flag-Pole Foundations for light framing, Dennis Wish
- RE: 1930's Poured in Place Concrete Building - Scott's Comments, Dennis Wish
- RE: 1930's Poured in Place Concrete Building, Barry H. Welliver
- Re: E/O Insurance, Roger Turk
- ATS-109, CanitzCF
- Re: Joints in Slabs on Ground, G M
- Re: Joints in Slabs on Ground, GSKWY
- Re: CMU software, G M
- RE: E/O Insurance, Bill Polhemus
- CFRP and Concrete, Carlos Avila
- Slab on Ground Joint Spacings, GSKWY
- Certification letters, Alden Manipula
- Certification letters, Roger Turk
- Re: E/O Insurance, Paul Feather
- Re ATS-109, Mike Jones
- Re: E/O Insurance, Roger Turk
- RE: E/O Insurance, Bill Allen
- Re: Slab on Ground Joint Spacings, ken kirkland
- RE: E/O Insurance, Dennis Wish
- RE: E/O Insurance, Dennis Wish
- Quality of Construction in Wood (Was: No more A35F )- to Steven from Cratylus, Dennis Wish
- Harlen Metal Products Product info, William Hoskins
- Re: Harlen Metal Products Product info, Nels Roselund, SE
- ACI 318-02 structural integrity question, Clifford Schwinger
- Fate of the A35F, Dennis Wish
- Spain Code/ NCSE-94, RainCat1
- Interaction diagram, kamal Aghbal
- Re: Interaction diagram, Gil Brock
- RE: Interaction diagram - USING XTRACT, Majid Sarraf
- Re: Spain Code/ NCSE-94, Cratylus Consulting Group
- Re: Harlen Metal Products Product info, Cratylus Consulting Group
- [no subject], v . t . eskelsen
- AASHTO Pedestrian Bridge Railing Requirements, Troy Madlem
- RE: AASHTO Pedestrian Bridge Railing Requirements, Meyer, Albert
- Re: AASHTO Pedestrian Bridge Railing Requirements, Steve Gordin
- Re: AASHTO Pedestrian Bridge Railing Requirements, TJ_Fu
- Shear wall Beam Design, Jose Salinas
- Re: E/O Insurance, ASLCSE
- Re: Shear wall Beam Design, Scott Maxwell
- Re: Shear wall Beam Design, Jose Salinas
- Re: E/O Insurance, ASLCSE
- RE: E/O Insurance, Hans E Boge
- Re: Shear wall Beam Design, Charley Hamilton
- Re: E/O Insurance, Steve Gordin
- RE: Shear wall Beam Design, Jim Persing
- Re: Shear wall Beam Design, Scott Maxwell
- Interaction Diagram, Michael L. Hemstad
- RE: AASHTO Pedestrian Bridge Railing Requirements, Brent Koch
- Ram Concept, YI
- Re: Shear wall Beam Design, Paul Feather
- Reply of Shear wall Beam Design, DIPAK ZINZUWAIA
- RE: E/O Insurance, John C. Jones
- SE job opportunities - Chicago, David L. Fisher
- URM Building per UCBC, lrhauer
- RE: SE job opportunities - Chicago, Dennis Wish
- Re: URM Building per UCBC, Cratylus Consulting Group
- RE: SE job opportunities - Chicago, Mark Geoghegan
- RE: Ram Concept, Mark Geoghegan
- RE: SE job opportunities - Chicago, David L. Fisher
- Happy Thanksgiving, SEAINT, Bill Polhemus
- RE: Happy Thanksgiving, SEAINT, Alan Johnson
- Happy Thanksgiving, to ALL, Dennis Wish
- RE: Happy Thanksgiving, to ALL, David L. Fisher
- Mondo Quake in Pacific Northwest?, Caldwell, Stan
- RE: SE job opportunities - Chicago, Caldwell, Stan
- RE: SE job opportunities - Chicago, David L. Fisher
- RE: SE job opportunities - Chicago, David L. Fisher
- RE: Happy Thanksgiving, to ALL, Caldwell, Stan
- RE: Happy Thanksgiving, to ALL, John C. Jones
- Re: URM Building per UCBC, Fred Turner
- Re: URM Building per UCBC, Nels Roselund, SE
- Re: Happy Thanksgiving, SEAINT, Padmanabhan Rajendran
- Re: URM Building per UCBC, Paul Feather
- Connections, John P. Riley
- RE: Connections, Carter, Charlie
- Re: Connections, THunt
- RE: Connections, John Whitty
- RE: Connections, Larry_Reynolds
- RE: Connections, Ben Yousefi
- RE: SE job opportunities - Chicago, Dennis Wish
- RE: URM Building per UCBC, Barry H. Welliver
- RE: SE job opportunities - Chicago, David L. Fisher
- RE: SE job opportunities - Chicago, David L. Fisher
- RE: SE job opportunities - Chicago, Scott Maxwell
- RE: Connections, Bill Allen
- Out-of-plane anchors, G M
- RE: SE job opportunities - Chicago, Dennis Wish
- RE: SE job opportunities - Chicago, Stuart, Matthew
- Re: Connections, G Vishwanath
- Re: Connections, Gary Hodgson & Associates
- RE: Happy Thanksgiving, SEAINT, DIPAK ZINZUWAIA
- Re: Connections, Gary Hodgson & Associates
- Re: Connections, John P. Riley
- RE: Connections, Bill Allen
- Re: Connections, Scott Maxwell
- Slender CMU Wall Design, rlewistx
- Lateral Deflection of Masonry Wall Building, rlewistx
- Re: Connections, Mark Gilligan
- Re: Connections, simina
- Re: Connections, Mark Gilligan
- GSREB and City of Los Angeles Chapter 96, Dennis Wish
- Re: Connections, G Vishwanath
- Re: Slender CMU Wall Design, Paul Ransom
- Interstory drift and the wind directionality factor, Christopher Conrad
- Re: Connections, THunt
- RE: Lateral Deflection of Masonry Wall Building, Brian K. Smith
- RE: Lateral Deflection of Masonry Wall Building, John C. Jones
- Slender CMU Wall Design, Michael L. Hemstad
- Tall light pole foundation, rlewistx
- RE: Connections, Lowen, Dave
- 2x2x3/16 plate washers, round washers ok?, Haan, Scott M.
- RE: Connections, David L. Fisher
- RE: Connections, Haan, Scott M.
- RE: Connections, Clifford Schwinger
- RE: Connections, Roger Turk
- RE: Connections, Haan, Scott M.
- RE: Connections, Clifford Schwinger
- RE: 2x2x3/16 plate washers, round washers ok?, Pat Clark
- RE: Connections, Roger Turk
- RE: Connections, Scott Maxwell
- Re: Connections, Rick Burch
- Re: Connections, GSKWY
- RE: Connections, Clifford Schwinger
- Structural Drafting course (was RE: Connections), Scott Maxwell
- RE: Tall light pole foundation, Syed Faiz
- RE: Structural Drafting course (was RE: Connections), Mark Gilligan
- Re: Connections, G Vishwanath
- Where is CHRIS WRIGHT?, Syed Faiz
- Re: Tall light pole foundation, M. David Finley, P.E.
- RE: Connections, Gary Hodgson & Associates
- RE: Connections, Gary Hodgson & Associates
- RE: Structural Drafting course (was RE: Connections), Scott Maxwell
- drafting, Andrew Kester
- RE: Connections, Roger Turk
- RE: Structural Drafting course (was RE: Connections), Neil Moore
- RE: Connections, Sherman, William
- Engineering Education, Michael L. Hemstad
- Spec'ing PEMBs [was Lateral Deflection of Masonry Wall Building], Paul Ransom
- Spec'ing PEMBs [was Slender CMU Wall Design], Paul Ransom
- Was connections .., GSKWY
- RE: Engineering Education, David L. Fisher
- Re: Was connections .., Ben Yousefi
- RE: Connections, Jim Persing
- RE: Engineering Education, Bill Polhemus
- Re: Structural Drafting course (was RE: Connections), Paul Feather
- RE: Engineering Education, David L. Fisher
- Re: Structural Drafting course (was RE: Connections), Neil Moore
- RE: Schooling (was Connections), Ed Tornberg
- RE: Spec'ing PEMBs [was Lateral Deflection of Masonry Wall Building], John C. Jones
- RE: Connections, Kestner, James W.
- Re: Engineering Education, Jason Kilgore
- RE: Connections, Roger Turk
- RE: Schooling (was Connections), Roger Turk
- FEMA 350, Kipp . A . Martin
- RE: FEMA 350, Gerard Madden, SE
- RE: FEMA 350, Carter, Charlie
- Re: FEMA 350, jencinas
- RE: FEMA 350, Dan Hernandez
- Fema 350, Dan Hernandez
- Perforated shearwall design, Roberto salinas
- RE: Perforated shear wall design, Schwan, Martin K.
- RE: Perforated shear wall design, Roberto salinas
- Re: Perforated shearwall design, Charley Hamilton
- RE: Perforated shear wall design, Schwan, Martin K.
- Re: Was connections .., Clifford Schwinger
- Re: Engineering Education, Clifford Schwinger
- Re: Perforated shearwall design, Roberto salinas
- RE: Perforated shearwall design, Dennis Wish
- RE: Perforated shear wall design, Dennis Wish
- RE: Engineering Education, Scott Maxwell
- RE: Engineering Education, Scott Maxwell
- RE: Engineering Education Reply to Bill P., Dennis Wish
- RE: Schooling (was Connections), Dennis Wish
- RE: Schooling (was Connections), Scott Maxwell
- RE: Schooling (was Connections), Scott Maxwell
- RE: Structural Drafting course (was RE: Connections), Scott Maxwell
- RE: Perforated shear wall design, Roger Turk
- RE: Schooling (was Connections), Roger Turk
- Re: Perforated shearwall design, Charley Hamilton
- Re: Structural Drafting course (was RE: Connections), Patrick Rodgers
- RE: Schooling (was Connections), Scott Maxwell
- RE: Structural Drafting course (was RE: Connections), Neil Moore
- Re: Perforated shearwall design, chuckuc
- Re: Perforated shearwall design, chuckuc
- Re: Perforated shearwall design, Charley Hamilton
- Re: Perforated shear wall design, chuckuc
- RE: Engineering Education Reply to Bill P., Bill Polhemus
- Re: Spec'ing PEMBs [was Slender CMU Wall Design], Gary Hodgson & Associates
- RE: Connections, Gary Hodgson & Associates
- BS Degrees (emphasis on BS), Andrew Kester
- RE: Schooling (was Connections), Clifford Schwinger
- RE: Schooling (was Connections), John Whitty
- RE: Schooling, Sherman, William
- RE: Schooling (was Connections), Larry_Reynolds
- RE: Connections, Haan, Scott M.
- RE: Perforated shear wall design, Ed Tornberg
- Post-tensioning Software (was Connections), Allan Bommer
- RE: Connections, Jim Persing
- Re: Perforated shear wall design, chuckuc
- Re: Perforated shearwall design, G M
- Re: Seismic design of walls, Charley Hamilton
- Seismic design of walls, Michael L. Hemstad
- Re: Seismic design of walls, Ben Yousefi
- Re: Seismic design of walls, THunt
- RE: Seismic design of walls, Chan, David
- RE: Perforated shear wall design, Tom Skaggs
- Re: Perforated shear wall design, Shapton & Partners
- Acceptable Level of Overstress, Gerard Madden, SE
- Re: Schooling (was Connections), Daryl Richardson
- RE: Schooling (was Connections), Scott Maxwell
- Finite Element vs. Strip Design, GSKWY
- Acceptable Level of Overstress, Roger Turk
- Re: BS Degrees (emphasis on BS), Scott Maxwell
- RE: Schooling (was Connections), Scott Maxwell
- Re: Seismic design of walls, BCainse
- RE: Schooling, Scott Maxwell
- Precast Concrete Spandrel Drawings-Parking Garage, Wontae Kim
- Re: Post-tensioning Software (was Connections), Scott Maxwell
- Re: Where is CHRIS WRIGHT?, Scott Maxwell
- RE: Engineering Education Reply to Bill P., Scott Maxwell
- Re: Schooling (was Connections), BCainse
- Re: Schooling (was Connections), Scott Maxwell
- Re: Schooling (was Connections), Scott Maxwell
- RE: Where is CHRIS WRIGHT?, Syed Faiz
- RE: Engineering Education Reply to Bill P., Gerard Madden, SE
- RE: Engineering Education Reply to Bill P., Syed Faiz
- RE: Schooling (was Connections), Gary Hodgson & Associates
- school, stuff, Andrew Kester
- RE: Seismic design of walls, Larry_Reynolds
- Re: Acceptable Level of Overstress, Jason Kilgore
- Re: Spec'ing PEMBs [was Lateral Deflection of Masonry Wall Building], Paul Ransom
- Re: Spec'ing PEMBs [was Slender CMU Wall Design], Paul Ransom
- RE: Schooling (was Connections), David L. Fisher
- Fly Ash, GSKWY
- Re: Acceptable Level of Overstress, Ben Yousefi
- RE: Acceptable Level of Overstress, Schwan, Martin K.
- Re: Acceptable Level of Overstress, Seth W. Cutler
- Re: school, stuff, Scott Maxwell
- RE: Schooling (was Connections), Scott Maxwell
- Cedar, Lowen, Dave
- Re: Acceptable Level of Overstress, Roger Turk
- RE: Acceptable Level of Overstress, Gerard Madden, SE
- RE: Schooling (was Connections), David L. Fisher
- RE: Schooling (was Connections), Jim Persing
- RE: Schooling (was Connections), Roger Turk
- Re: Engineering Education Reply to Bill P., Jason Kilgore
- RE: Schooling (was Connections), Neil Moore
- Re: Acceptable Level of Overstress, Jason Kilgore
- RE: Schooling (was Connections), Roger Turk
- RE: Schooling (was Connections), Lowen, Dave
- RE: Acceptable Level of Overstress, Seth W. Cutler
- RE: Schooling (was Connections), Scott Maxwell
- RE: Schooling (was Connections), Scott Maxwell
- RE: Schooling (was Connections), Craig Leech
- RE: Schooling (was Connections), Clifford Schwinger
- Re: Acceptable Level of Overstress, Ben Yousefi
- RE: Schooling (was Connections), Scott Maxwell
- RE: Schooling (was Connections), Scott Maxwell
- Liberal Arts (was RE: Schooling (was Connections)), Al Grathwol
- Plated wood truss failures?, tm
- Re: Acceptable Level of Overstress, Jason Kilgore
- RE: Engineering Education Reply to Bill P., Gerard Madden, SE
- RE: Plated wood truss failures?, Nuttall, Davin J.
- RE: Schooling (was Connections), David L. Fisher
- RE: Engineering Education Reply to Bill P., David L. Fisher
- RE: Engineering Education Reply to Bill P., Gerard Madden, SE
- RE: Plated wood truss failures?, Haan, Scott M.
- 30" TJ50 Capacity, Paul Blomberg
- RE: 30" TJ50 Capacity, Jim Persing
- RE: Plated wood truss failures?, Schwan, Martin K.
- Angle in Bending, YI
- RE: Angle in Bending, Jim Persing
- RE: Angle in Bending, YI
- RE: Angle in Bending, Heide Hooks
- RE: Angle in Bending, YI
- RE: Plated wood truss failures?, Michael Bryson
- RE: Acceptable Level of Overstress, Caldwell, Stan
- Creosote Ban?, Tripp Howard
- RE: Plated wood truss failures?, Larry_Reynolds
- RE: Creosote Ban?, Bernard, Scott C.
- RE: Cedar, Bernard, Scott C.
- Re: Acceptable Level of Overstress, Suresh Acharya
- RE: Acceptable Level of Overstress, Gerard Madden, SE
- RE: Acceptable Level of Overstress, Michael Bryson
- RE: Acceptable Level of Overstress, Caldwell, Stan
- 30" TJ50 Capacity, Roger Turk
- Re: Acceptable Level of Overstress, Suresh Acharya
- RE: Creosote Ban?, Ed Tornberg
- High-Impact Glazing, IRV FRUCHTMAN
- Effective length of columns, mc . upadhyay
- RE: Acceptable Level of Overstress, Dennis Wish
- RE: Engineering Education, G Vishwanath
- Re: Effective length of columns, Padmanabhan Rajendran
- RE: truss bracing, Andrew Kester
- RE: truss bracing, Roger Turk
- Re: Cedar, IRV FRUCHTMAN
- 2nd Request::parking garage load-bearing spandrel drawings, Wontae Kim
- Re: Effective length of columns, THunt
- Minimum Design Loads, Eduardo Castell
- California's new Emergency Structural Amendments, Ben Yousefi
- RE: California's new Emergency Structural Amendments, Bill Allen
- [no subject], tm
- Re: Schooling (was Connections), Paul Feather
- Overhead Electric Crane & Runway in Chile, Gary Hodgson & Associates
- Re: Schooling (was Connections), Clifford Schwinger
- RE: Schooling (was Connections), Lowen, Dave
- Re: Overhead Electric Crane & Runway in Chile, Jason Kilgore
- Re: Schooling (was Connections), Scott Maxwell
- RE: California's new Emergency Structural Amendments, Steve Widmayer
- RE: Schooling (was Connections), Bill Polhemus
- AISC Seismic for ASD, Hood, Matthew O.
- RE: California's new Emergency Structural Amendments, Ben Yousefi
- RE: Schooling (was Connections), Scott Maxwell
- RE: Schooling - Comment to Scott Maxwell's reply, Dennis Wish
- Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Dennis Wish
- Re: AISC Seismic for ASD, Ben Yousefi
- RE: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Gerard Madden, SE
- Re: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Scott Maxwell
- RE: Schooling - Comment to Scott Maxwell's reply, David L. Fisher
- RE: Engineering Education Reply to Bill P., Syed Faiz
- Re: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, lrhauer
- Fw: Re: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, lrhauer
- Re: Schooling (was Connections), Charley Hamilton
- Re: Schooling (was Connections), Charley Hamilton
- Re: Creosote Ban?, BCainse
- RE: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Dennis Wish
- RE: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Dennis Wish
- RE: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Scott Maxwell
- offshore outsourcing, dfisher(--nospam--at)fpse.com
- RE: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, Dennis Wish
- Looking for a Wi-Fi PDA, Dennis Wish
- RE: Looking for a Wi-Fi PDA, Bill Polhemus
- Re: Creosote Ban?, Tripp Howard
- Re: Creosote Ban?, GSKWY
- Re: Creosote Ban?, Matthew Stuart
- National Seismic Hazard Mapping Project, Paul Blomberg
- RE: AISC Seismic for ASD, Sherman, William
- Re: National Seismic Hazard Mapping Project, Charley Hamilton
- Q: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Bill Polhemus
- Question regarding rebar corrosion, Joe Landi
- Re: Q: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, GSKWY
- RE: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Lowen, Dave
- RE: Looking for a Wi-Fi PDA, YI
- Re: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, GSKWY
- Re: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Charley Hamilton
- RE: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Jim Persing
- Re: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Jim Persing
- RE: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Sherman, William
- Re: Looking for a Wi-Fi PDA, Aswin Rangaswamy
- RE: Looking for a Wi-Fi PDA, YI
- RE: Looking for a Wi-Fi PDA, Gerard Madden, SE
- RE: Looking for a Wi-Fi PDA, Jim Persing
- Re: Q: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, THunt
- RE: Looking for a Wi-Fi PDA, Dennis Wish
- RE: Looking for a Wi-Fi PDA, David L. Fisher
- Re: Looking for a Wi-Fi PDA, Scott Maxwell
- Raymond Step Tapered Piles, THunt
- RE: Lateral Deflection of Masonry Wall Building, Sherman, William
- Re: Raymond Step Tapered Piles, TBCoull
- Re: Raymond Step Tapered Piles, Stanley E Scholl
- Re: H-1B conspiracists, Rbengrguy
- Re: Raymond Step Tapered Piles, Neil Moore
- Side Pressure on Foundation, mc . upadhyay
- Re: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Mark D. Anderson PE
- RE: Looking for a Wi-Fi PDA, Dennis Wish
- Re: Raymond Step Tapered Piles, GSKWY
- Minimum Design Loads, Eduardo Castell
- Re: Minimum Design Loads, Paul Blomberg
- Re: Raymond Step Tapered Piles, lrhauer
- Designing Masonry to Span Horizontally, richard lewis
- Re: Designing Masonry to Span Horizontally, Jason Kilgore
- RE: Designing Masonry to Span Horizontally, John C. Jones
- RE: Designing Masonry to Span Horizontally, Brian K. Smith
- RE: Looking for a Wi-Fi PDA, YI
- RE: Looking for a Wi-Fi PDA, Scott Maxwell
- SPECIFIC GRAVITY OF MICROLLAM, Schwan, Martin K.
- FW: SPECIFIC GRAVITY OF MICROLLAM, Schwan, Martin K.
- RE: Looking for a Wi-Fi PDA, Dennis Wish
- Re: Raymond Step Tapered Piles, THunt
- Residential truss bracing, Thor Matteson, SE
- ansys help, rupali-iit
- RE: Residential Truss Bracing, Chris Banbury
- Residential truss bracing, Michael L. Hemstad
- Unbraced Length, Udall, Jeffrey D
- RE: Unbraced Length, Effland, Greg
- RE: Unbraced Length, Kestner, James W.
- Re: Unbraced Length, Padmanabhan Rajendran
- Vertical Post in Pipe railing, Joe Grill
- RE: Unbraced Length, Ed . Haninger
- Florida: High Velocity Hurricane Zone, Tom Skaggs
- Wood shear panels, Ed Tornberg
- RE: Wood shear panels, Gerard Madden, SE
- Re: Florida: High Velocity Hurricane Zone, M. David Finley, P.E.
- RE: Unbraced Length, Carter, Charlie
- RE: Wood shear panels, Ed Tornberg
- RE: Unbraced Length, THunt
- Re: Florida: High Velocity Hurricane Zone, Steve Thompson
- Weight of metal stud wall, G Vishwanath
- RE: High-Impact Glazing, Andy Richardson
- Re: Weight of metal stud wall, Gary Hodgson & Associates
- Fw: Lateral Deflection of Masonry Wall Building, Rand Holtham, P.E.
- Residential Truss Bracing, Rand Holtham, P.E.
- DC PE needed (drawings review), John Sieszycki
- RE: DC PE needed (drawings review), brian stanley
- RE: DC PE needed (drawings review), Stuart, Matthew
- RE: DC PE needed (drawings review), Stuart, Matthew
- RE: Unbraced Length, Udall, Jeffrey D
- Shear Walls and 3x Framing (UBC), Bill Allen
- IBC 2003 Eqn. 16-50, Al Grathwol
- RE: Shear Walls and 3x Framing (UBC), Schwan, Martin K.
- Re: DC PE needed (drawings review), John Sieszycki
- RE: IBC 2003 Eqn. 16-50, Jason W. Kilgore
- Advice on hydraulic failure to EC7 needed, Alan Johnson
- RE: Advice on hydraulic failure to EC7 needed, Stuart, Matthew
- Re: Shear Walls and 3x Framing (UBC), Seth W. Cutler
- Re: IBC 2003 Eqn. 16-50, Ben Yousefi
- RE: Advice on hydraulic failure to EC7 needed, Alan Johnson
- RE: Shear Walls and 3x Framing (UBC), Gerard Madden, SE
- RE: Shear Walls and 3x Framing (UBC), Tom Skaggs
- Re: Shear Walls and 3x Framing (UBC), chuckuc
- Re: Shear Walls and 3x Framing (UBC), Charley Hamilton
- RE: Shear Walls and 3x Framing (UBC), Bill Allen
- Ontario Pre-Start Health & Safety Review - storage racking, Peter James
- More on Staggered Nails (Was: Shear Walls and 3x Framing (UBC), Bill Allen
- Unbraced Length, Michael L. Hemstad
- Need references for an Atlanta-area engineers, Allison, Tim
- Keeping the American Spirit Alive Was: DC PE needed (drawings review), Dennis Wish
- RE: Need references for an Atlanta-area engineers, Matthew Stuart
- RE: Keeping the American Spirit Alive, Udall, Jeffrey D
- RE: Keeping the American Spirit Alive Was: DC PE needed (drawing s review), Steve Widmayer
- RE: Keeping the American Spirit Alive, Dennis Wish
- CA & NFPA 5000, Jason W. Kilgore
- RE: Shear Walls and 3x Framing (UBC), Dennis Wish
- RE: Shear Walls and 3x Framing (UBC), Dennis Wish
- RE: Keeping the American Spirit Alive, Udall, Jeffrey D
- RE: Keeping the American Spirit Alive, Bill Allen
- RE: Keeping the American Spirit Alive, Caldwell, Stan
- Public Relations, Caldwell, Stan
- Re: Shear Walls and 3x Framing (UBC), chuckuc
- CA IBC, Richard Hess
- RE: CA IBC, Al Grathwol
- RE:Wood Truss Bracing, Kestner, James W.
- RE: CA & NFPA 5000, Steve Widmayer
- RE: Keeping the American Spirit Alive, Christopher Wright
- RE: Shear Walls and 3x Framing (UBC), Bill Allen
- RE: CA IBC, Gerard Madden, SE
- Re: Side Pressure on Foundation, THunt
- Re: Shear Walls and 3x Framing (UBC), chuckuc
- RE: Keeping the American Spirit Alive, Scott Maxwell
- RE: Keeping the American Spirit Alive Reply to Jeff, Dennis Wish
- RE: Public Relations, Dennis Wish
- RE: Shear Walls and 3x Framing (UBC), Dennis Wish
- RE: Wood Truss Bracing, Dennis Wish
- Re: Need references for an Atlanta-area engineers, Adam Vakiener
- oh canada!, Andrew Kester
- RE: oh canada!, Lowen, Dave
- RE: Public Relations, Caldwell, Stan
- RE: oh canada!, Udall, Jeffrey D
- Theatre Roof, Daryl Richardson
- Making a difference ??, GSKWY
- RE: Making a difference ??, John C. Jones
- Re: Keeping the American Spirit Alive, Drew Morris
- Re: oh canada!, Gary Hodgson & Associates
- Re: oh canada! Keeping the American Spirit Alive and other such non-engineering issues, jccpc
- RE: Making a difference ??, Dennis Wish
- RE: Public Relations, Dennis Wish
- RE: Making a difference ??, John C. Jones
- RE: oh canada!, Caldwell, Stan
- RE: oh canada!, John C. Jones
- RE: oh canada!, Alan Johnson
- RE: Making a difference ??, Dennis Wish
- Re: Shear Walls and 3x Framing (UBC), David Merrick
- RE: Public Relations, Barry H. Welliver
- RE: Making a difference ??, John C. Jones
- RE: Public Relations, Caldwell, Stan
- RE: Making a difference ??, Caldwell, Stan
- RE: Making a difference ??, John C. Jones
- RE: Shear Walls and 3x Framing (UBC), Dennis Wish
- RE: oh canada!, Huffman, Sharlie TRAN:EX
- AutoCad Arch Desktop 2004, Dennis Wish
- Re: Shear Walls and 3x Framing (UBC), chuckuc
- RE: Keeping the American Spirit Alive, Syed Faiz
- Re: Theatre Roof, Gary Hodgson & Associates
- RE: Keeping the American Spirit Alive, Christopher Wright
- Re: Ontario Pre-Start Health & Safety Review - storage racking, Paul Ransom
- Re: oh canada!, Paul Ransom
- Re: Theatre Roof, Paul Ransom
- Re: Keeping the American Spirit Alive, chuckuc
- Making a difference ??, GSKWY
- stone Veneer support, Tarek Mokhtar
- Tell me what's really on your mind, Dennis Wish
- Re: Tell me what's really on your mind, Nels Roselund, SE
- Upgrading unreinforced quarry stone masonry building ..., Rangelow, Peter Dr. HTC/DE/FRA
- Re: Upgrading unreinforced quarry stone masonry building ..., Stanley E Scholl
- Re: Upgrading unreinforced quarry stone masonry building ..., Nels Roselund, SE
- Re: Ontario Pre-Start Health & Safety Review - storage racking, Gary Hodgson & Associates
- RE: Ontario Pre-Start Health & Safety Review - storage racking, Lowen, Dave
- JIS, GSKWY
- RE: Ontario Pre-Start Health & Safety Review - storage racking, Syed Faiz
- RE: Ontario Pre-Start Health & Safety Review - storage racking, Lowen, Dave
- RE: stone Veneer support, Jason W. Kilgore
- RE: Ontario Pre-Start Health & Safety Review - storage racking, Peter James
- RE: Tell me what's really on your mind, Dave Adams
- Re: Tell me what's really on your mind, chuckuc
- stone Veneer support, Dan Morrow
- RE: Tell me what's really on your mind, Dennis Wish
- Re: stone Veneer support, Tarek Mokhtar
- RE: Making a difference ??, HEATH MITCHELL
- RE: Tell me what's really on your mind, Jason W. Kilgore
- RE: Making a difference ??, HEATH MITCHELL
- Closure Pour versus Construction Joint, Regis King
- RE: Tell me what's really on your mind, Scott Maxwell
- ansys, rupali-iit
- Re: stone Veneer support, Gary Hodgson & Associates
- Finite Element Modeling, GSKWY
- RE: Finite Element Modeling, dfisher(--nospam--at)fpse.com
- RE: stone Veneer support, Bruce Holcomb
- RE: stone Veneer support, Scott Maxwell
- RE: AutoCad Arch Desktop 2004, Donna Gochenaur
- RE: stone Veneer support, Barry H. Welliver
- RE: stone Veneer support, Jason W. Kilgore
- Making a difference, GSKWY
- RE: stone Veneer support, Roger Turk
- Re: Finite Element Modeling, Christopher Wright
- RE: Finite Element Modeling, Christopher Wright
- RE: Finite Element Modeling, David L. Fisher
- Component & Cladding for Open Structures, Chris Banbury
- ACI Detailing Manual SP-66(94), Munoz, Pedro
- RE: Closure Pour versus Construction Joint, HEATH MITCHELL
- Re: ACI Detailing Manual SP-66(94), Scott Maxwell
- Re: Theatre Roof, Daryl Richardson
- Re: ACI Detailing Manual SP-66(94), GSKWY
- RE: ACI Detailing Manual SP-66(94), Scott, William N.
- Re: ACI Detailing Manual SP-66(94), GSKWY
- Re: ACI Detailing Manual SP-66(94), Scott Maxwell
- RE: Theatre Roof, Udall, Jeffrey D
- Shear Walls and 3x Framing (UBC) STAGGERING, David Merrick
- RE: Making a difference, HEATH MITCHELL
- UBC Section 1815, Bill Allen
- Re: ACI Detailing Manual SP-66(94), Clifford Schwinger
- SEII results - anyone, John C. Jones
- RE: SEII results - anyone, David L. Fisher
- RE: SEII results - anyone, John C. Jones
- Sheathing Requirements, Allison, Tim
- RE: Sheathing Requirements, Nuttall, Davin J.
- Re: ACI Detailing Manual SP-66(94), Scott Maxwell
- Liquefaction and Slabs-on-grade, Tripp Howard
- Re: Component & Cladding for Open Structures, Javier Encinas
- RE: AutoCad Arch Desktop 2004, Dennis Wish
- S.E. Position, Andrew Kester
- RE: SEII results - anyone, Jason W. Kilgore
- RE: SEII results - anyone, John C. Jones
- Unbraced Length, AWC Info
- Liquefaction and Slabs-on-grade, John P. Riley
- Re: Liquefaction and Slabs-on-grade, Padmanabhan Rajendran
- Eliminate Pop-ups (was Re: Tell me what's really on your mind), Aswin Rangaswamy
- Re: S.E. Position, Clifford Schwinger
- RE: S.E. Position, John C. Jones
- Re: ACI Detailing Manual SP-66(94), Scott Maxwell
- RE: SEII results - anyone, Scott Maxwell
- RE: SEII results - anyone, John C. Jones
- RE: SEII results - anyone, David L. Fisher
- Re: Liquefaction and Slabs-on-grade, Tripp Howard
- Re: Liquefaction and Slabs-on-grade, THunt
- RE: oh canada!, Jim Persing
- Re: oh canada!, Thor Tandy
- RE: SEII results - anyone, Scott Maxwell
- Re: SEII results - anyone (CA SE Exam), Aswin Rangaswamy
- Vibration design practice for condominiums, Tom Higgins
- Re: SEII results - anyone (CA SE Exam), Scott Maxwell
- Re: Vibration design practice for condominiums, Scott Maxwell
- RE: Liquefaction and Slabs-on-grade, Yavuz Seymen
- RE: oh canada!, Lowen, Dave
- Re: more people who aren't going to take it anymore, Rbengrguy
- RE: SEII results - anyone, John C. Jones
- RE: ACI Detailing Manual SP-66(94), Dick_Roberts
- Re: ACI Detailing Manual SP-66(94), GSKWY
- RE: stone Veneer support, Gary Hodgson & Associates
- Re: Liquefaction and Slabs-on-grade, Padmanabhan Rajendran
- tests, job opening, Andrew Kester
- Civil engineering 900 years ago, Thor Tandy
- RE: AutoCad Arch Desktop 2004, Donna Gochenaur
- Re: stone Veneer support, AWC Info
- RE: Civil engineering 900 years ago, John C. Jones
- RE: oh canada!, Christopher Wright
- RE: oh canada!, John C. Jones
- Spam generation by list, Ed Tornberg
- virus alert, Mark D. Baker
- RE: SEII results - anyone, Scott Maxwell
- Re: tests, job opening, Scott Maxwell
- RE: virus alert, Caldwell, Stan
- RE: Vibration design practice for condominiums, Schwan, Martin K.
- Re: Vibration design practice for condominiums, Ben Yousefi
- RE: Shear Walls and 3x Framing (UBC) STAGGERING, Tom Skaggs
- RE: virus alert, Padmanabhan Rajendran
- Re: RE: virus alert, Mike Jones
- RE: virus alert, Caldwell, Stan
- RE: virus alert, Padmanabhan Rajendran
- CONCRETE: Parallel Cracks in Beam Soffit/Web, Bill Polhemus
- Re: Civil engineering 900 years ago, Bill Polhemus
- RE: oh canada!, Huffman, Sharlie TRAN:EX
- Re: Spam generation by list, Daryl Richardson
- Re: CONCRETE: Parallel Cracks in Beam Soffit/Web, Daryl Richardson
- Re: Spam generation by list, Scott Maxwell
- Re: Spam generation by list, Shafat Qazi
- RE: Spam generation by list, Dennis S. Wish
- Re: Spam generation by list, Scott Maxwell
- Re: Shear Walls and 3x Framing (UBC) STAGGERING, chuckuc
- Re: Sheathing Requirements, Thor Matteson, SE
- Re: Vibration design practice for condominiums, Paul Ransom
- Re: Theatre Roof, Paul Ransom
- Re: oh canada!, Paul Ransom
- Re: Spam generation by list, Roger Turk
- Re: Shear Walls and 3x Framing (UBC) STA, Roger Turk
- Misc Comments, GSKWY
- Re: Misc Comments, Ben Yousefi
- RE: oh canada!, Jim Persing
- sound transmission, treated wood, Andrew Kester
- Re: Spam generation by list, Shafat Qazi
- Discussions on connections, G Vishwanath
- Re: Spam generation by list, Charley Hamilton
- Re: Spam generation by list, Roger Turk
- RE: Spam generation by list, Stuart, Matthew
- Re: Misc Comments, GSKWY
- Re: Spam generation by list, Scott Maxwell
- Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Bill Swanson
- RE: sound transmission, treated wood, Ed Tornberg
- Re: sound transmission, treated wood, Nels Roselund, SE
- Re: sound transmission, treated wood, Nels Roselund, SE
- Re: Liquefaction and Slabs-on-grade, Tripp Howard
- RE: sound transmission, treated wood, Allison, Tim
- Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Bob Shaw
- Re: Outsourcing - light commercial and high end residential, Mark D. Baker
- RE: RE: Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Bill Swanson
- Re: Outsourcing - light commercial and high end residential, John H. Cato, jr, R.A.
- Re: Outsourcing - light commercial and high end residential, John H. Cato, jr, R.A.
- Fwd: RE: Spam generation by list, Shafat Qazi
- Re: Outsourcing - light commercial and high end residential, Christopher Wright
- Re: Fwd: RE: Spam generation by list, Scott Maxwell
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Mark Gilligan
- Re: Misc Comments, Gary Hodgson & Associates
- Re: Eliminate Pop-ups (was Re: Tell me what's really on your mind ), Jim Getaz
- RE: Shear Walls and 3x Framing (UBC) STA, Tom Skaggs
- Re: Outsourcing - light commercial and h, Roger Turk
- Re: Liquefaction and Slabs-on-grade, THunt
- Fw: [offtopic] Article I through IX, Pankaj Gupta
- RE: RE: Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Bob Shaw
- Re: Shear Walls and 3x Framing (UBC) STA, chuckuc
- RE: Shear Walls and 3x Framing (UBC) STA, Bill Allen
- RE: Shear Walls and 3x Framing (UBC) STA, Tom Skaggs
- Re: Outsourcing - light commercial and h, Christopher Wright
- Re: Outsourcing - light commercial and high end residential, Pankaj Gupta
- Re: Fw: [offtopic] Article I through IX, Christopher Wright
- RE: Outsourcing - light commercial and high end residential, David L. Fisher
- Re: Outsourcing - light commercial and h, Shapton & Partners
- RE: Outsourcing - light commercial and high end residential, Bill Allen
- Re: Outsourcing - light commercial and high end residential, Aswin Rangaswamy
- Re: Outsourcing - light commercial and high end residential, bcinc
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Outsourcing - light commercial and high end residential, bcinc
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Outsourcing - light commercial and high end residential, bcinc
- RE: Outsourcing - light commercial and high end residential, Bill Allen
- RE: Outsourcing - light commercial and high end residential, bcinc
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Outsourcing - light commercial and high end residential, bcinc
- RE: Outsourcing - light commercial and high end residential, Dennis Wish
- RE: Outsourcing - light commercial and high end residential, bcinc
- Re: Failed Outsourcing, Rbengrguy
- Re: Failed Outsourcing, bcinc
- Re: What can I do about it? (Onshoring and Offshoring), Rbengrguy
- Re: What can I do about it? (Onshoring and Offshoring), bcinc
- Re: H-1B lawsuit, Rbengrguy
- Re: H-1B lawsuit, bcinc
- Re: Outsourcing - light commercial and high end residential, Pankaj Gupta
- Re: Outsourcing - light commercial and high end residential, bcinc
- Outsourcing - light commercial and high end residential, John P. Riley
- Re: Outsourcing - light commercial and high end residential, bcinc
- Re: Outsourcing - light commercial and high end residential, BCainse
- Re: Outsourcing - light commercial and high end residential, bcinc
- Test, Scott Maxwell
- Re: Outsourcing - light commercial and high end residential, Scott Maxwell
- Spam from bcinc, Padmanabhan Rajendran
- RE: Spam from bcinc, Syed Faiz
- Re: Outsourcing - light commercial and high end residential, Christopher Wright
- RE: Outsourcing - light commercial and high end residential - Scott, Dennis Wish
- Re: Failed Outsourcing, David Merrick
- RE: Outsourcing - light commercial and high end residential, Clifford Schwinger
- Outsourcing: Old phenamena, new cry!, JD S
- Re: Outsourcing - light commercial and high end residential, Pankaj Gupta
- Thoughts on Outsourcing, G Vishwanath
- Re: Offshoring >> Top 10 risks, Rbengrguy
- Outsourcing, John P. Riley
- RE: Outsourcing, Dennis S. Wish
- Re: Thoughts on Outsourcing, Pankaj Gupta
- RE: Thoughts on Outsourcing, Syed Faiz
- Re: Outsourcing - light commercial and high end residential, Stanley E Scholl
- Railing clearances, Al Grathwol
- Holiday Differences [humor], Caldwell, Stan
- Re: Railing clearances, Ben Yousefi
- RE: Holiday Differences [humor], David L. Fisher
- Re: Holiday Differences [humor], Christopher Wright
- RE: Railing clearances, Jason W. Kilgore
- 2x4 Wood Diaphragm Capacity, Derek Westphal
- RE: Railing clearances, Sherman, William
- RE: Holiday Differences [humor], Bill Allen
- RE: Holiday Differences [humor], David L. Fisher
- Masonry Structural Notes and Specifications, Christopher S. Campbell
- Secular Holiday Humor [Way Off Topic], Caldwell, Stan
- RE: Holiday Differences [humor], Keith De Lapp
- consistency, da
- Re: consistency, Ben Yousefi
- RE: consistency, Bill Allen
- Re: Outsourcing - light commercial and high end residential, Christopher Wright
- Upton Sinclair and the last time California faced Bankruptcy, Dennis Wish
- RE: Secular Holiday Humor [Way Off Topic], Syed Faiz
- Re: Outsourcing - light commercial and high end residential - Scott, Pankaj Gupta
- RE: Outsourcing - light commercial and high end residential - Scott, Dennis Wish
- Re: Outsourcing - light commercial and high end residential - Scott, Bill Polhemus
- RE: consistency, John C. Jones
- RE: Secular Holiday Humor [Way Off Topic], John C. Jones
- cowboys and Indians, Andrew Kester
- RE: consistency, Jason W. Kilgore
- Re: Masonry Structural Notes and Specifications, THunt
- Re: 2x4 Wood Diaphragm Capacity, Rand Holtham, P.E.
- RE: consistency, Bill Allen
- RE: consistency, David L. Fisher
- RE: Masonry Structural Notes and Specifications, Jim Persing
- Re: Outsourcing - light commercial and high end residential - Scott, Pankaj Gupta
- RE: Secular Holiday Humor [Way Off Topic], Syed Faiz
- Re: Masonry Structural Notes and Specifications, Rand Holtham, P.E.
- Re: Outsourcing - light commercial and high end residential - Scott, Paul Feather
- Re: Masonry Structural Notes and Specifi, Roger Turk
- brick walls, Jason W. Kilgore
- RE: brick walls, David L. Fisher
- Re: brick walls, Jason Emoto
- Re: brick walls, Cratylus Consulting Group
- masonry cleanouts, Dan Morrow
- RE: masonry cleanouts, Jim Persing
- RE: Secular Holiday Humor [Way Off Topic], Gary Ehrlich
- Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
- RE: Secular Holiday Humor [Way Off Topic], David L. Fisher
- Re: Outsourcing - light commercial and high end residential - Scott, Neil Moore
- Re: Secular Holiday Humor [Way Off Topic], EGHirsch
- Re: Outsourcing - light commercial and high end residential, Pankaj Gupta
- Re: Masonry Structural Notes and Specifications, Thor Matteson, SE
- Outsourcing/world politics/meaning of life, Thor Matteson, SE
- RE: cowboys and Indians, Syed Faiz
- Re: brick walls, Roger Turk
- Re: Outsourcing - light commercial and high end residential - Scott, Gary Hodgson & Associates
- Fee for Custom Residence, Jesse D. Moore
- RE: Fee for Custom Residence, David L. Fisher
- Re: Outsourcing/world politics/meaning of life, Neil Moore
- Re: Fee for Custom Residence, Christopher Wright
- RE: Fee for Custom Residence, David L. Fisher
- RE: Fee for Custom Residence, John C. Jones
- Re: Fee for Custom Residence, Paul Feather
- Merry Christmas: and Thank you, Daryl Richardson
- Structural observation, Pat Clark
- Re: Structural observation, THunt
- Re: Merry Christmas: and Thank you, j.n.sigalas
- RE: Fee for Custom Residence, Dennis S. Wish
- RE: Structural observation, Dennis S. Wish
- RE: Fee for Custom Residence, Bill Allen
- Paso Robles Earthquake, Dennis Wish
- Re: Paso Robles Earthquake, THunt
- Re: Outsourcing - light commercial and high end residential, Christopher Wright
- RE: brick walls, Dennis Wish
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- RE: Paso Robles Earthquake, Roger Turk
- RE: Paso Robles Earthquake, Jake Watson
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- Paso Robles Earthquake, Patrick Rodgers
- Re: Fee for Custom Residence, Stanley E Scholl
- RE: Paso Robles Earthquake, Roger Turk
- Re: Paso Robles Earthquake, BCainse
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- Re: Paso Robles Earthquake, BCainse
- Re: Paso Robles Earthquake, BCainse
- Re: Paso Robles Earthquake, BCainse
- RE: Paso Robles Earthquake, Dennis Wish
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- RE: Paso Robles Earthquake, Dennis Wish
- RE: Paso Robles Earthquake, Dennis Wish
- Re: Paso Robles Earthquake, Cratylus Consulting Group
- Re: Paso Robles Earthquake, Dennis S. Wish
- Re: Paso Robles Earthquake, Roger Turk
- Re: Paso Robles Earthquake /ref. to Santa Monica, Stanley E Scholl
- RE: Paso Robles Earthquake, Dennis Wish
- RE: Paso Robles Earthquake, Jake Watson
- Ray Pugliesi/Degenkolb is out of the office., pugliesi
- RE: Outsourcing - light commercial and high end residential - Scott, John P. Riley
- Re: Fee for Custom Residence, Rand Holtham, P.E.
- RE: Paso Robles Earthquake, Barry H. Welliver
- RE: Paso Robles Earthquake, Barry H. Welliver
- America for Americans - A recent graduates perspective on the implications of outsourcing, Leaper, Matthew R.
- RE: Paso Robles Earthquake, Barry H. Welliver
- RE: America for Americans - A recent graduates perspective on the implications of outsourcing, David L. Fisher
- RE: Paso Robles Earthquake, Roger Turk
- RE: Outsourcing - light commercial and high end residential - S, Christopher Wright
- RE: Outsourcing - light commercial and high end residential - S, Bill Allen
- Re: America for Americans - A recent graduates perspective on t, Christopher Wright
- RE: Outsourcing - light commercial and high end residential - S, Christopher Wright
- RE: Outsourcing - light commercial and high end residential - S, Christopher Wright
- RE: Outsourcing - light commercial and high end residential - S, Bill Allen
- RE: Paso Robles Earthquake, Barry H. Welliver
- RE: Outsourcing - light commercial and high end residential - S, Jason W. Kilgore
- Re: Paso Robles Earthquake/Hardship, Stanley E Scholl
- IRAN QUAKE/can we discuss ths?, Syed Faiz
- Re: IRAN QUAKE/can we discuss ths?, Pankaj Gupta
- Re: Outsourcing - light commercial and high end residential - S, chuckuc
- Re: Social security (was: Outsourcing...), Christopher Wright
- Info on Bam Quake, and how to help, Abolhassan Astaneh
- Re: IRAN QUAKE/can we discuss ths?, Paul Feather
- (Correction on ) Info on Bam Quake, and how to help, Abolhassan Astaneh
- Re: Info on Bam Quake, and how to help, Bill Polhemus
- RE: IRAN QUAKE/can we discuss this?, Syed Faiz
- RE: (Correction on ) Info on Bam Quake, and how to help, Syed Faiz
- RE: IRAN QUAKE/can we discuss this?, Scott Maxwell
- RE: IRAN QUAKE/can we discuss this?, Syed Faiz
- Healthcare, John P. Riley
- Health care, John P. Riley
- Re: Info on Bam Quake, and how to help, Ben Yousefi
- Re: Info on Bam Quake, and how to help, Bill Polhemus
- RE: Info on Bam Quake, and how to help, Jason W. Kilgore
- RE: Info on Bam Quake, and how to help, Al Grathwol
- Re: Health care, Christopher Wright
- Philosophical Differences (WAS: Info on Bam Quake, and how to help), Bill Polhemus
- Re: Health care, Bill Polhemus
- RE: Philosophical Differences, Udall, Jeffrey D
- Re: Health care, Christopher Wright
- RE: Philosophical Differences, Al Grathwol
- Re: Philosophical Differences, Bill Polhemus
- RE: Philosophical Differences, Udall, Jeffrey D
- RE: Philosophical Differences, Ed Najjarine
- Paso Robles and other earthquakes 2, Steve Gordin
- Paso Robles and other earthquakes 1, Steve Gordin
- RE: Philosophical Differences, Al Grathwol
- RE: Health care, Gerard Madden, SE
- RE: Philosophical Differences, Udall, Jeffrey D
- RE: Philosophical Differences, David L. Fisher
- Re: Philosophical Differences, Bill Polhemus
- Re: Philosophical Differences, Padmanabhan Rajendran
- RE: Paso Robles and other earthquakes 2, Scott, William N.
- RE: Fee for Custom Residence, Huffman, Sharlie TRAN:EX
- RE: Fee for Custom Residence, John C. Jones
- Question on ASCE 7-02 Load Combinations, Scott, William N.
- Re: Philosophical Differences, Bill Polhemus
- RE: Fee for Custom Residence, Jake Watson
- RE: Question on ASCE 7-02 Load Combinations, Jake Watson
- RE: Question on ASCE 7-02 Load Combinations, Jason W. Kilgore
- Re: Paso Robles and other earthquakes 2, Steve Gordin
- RE: Question on ASCE 7-02 Load Combinations, Carter, Charlie
- Misc Opinions, GSKWY
- RE: Misc Opinions, David L. Fisher
- RE: Paso Robles and other earthquakes 2, Scott, William N.
- seismic cracking of SOG, Steve Gordin
- Re: Paso Robles and other earthquakes 1, Richard Hess
- RE: Outsourcing - light commercial and high end residential - S, Huffman, Sharlie TRAN:EX
- Re: seismic cracking of SOG, GSKWY
- RE: Fee for Custom Residence, Roger Turk
- Re: seismic cracking of SOG, Steve Gordin
- RE: Fee for Custom Residence, Huffman, Sharlie TRAN:EX
- Re: Paso Robles and other earthquakes 1, Steve Gordin
- RE: seismic cracking of SOG, Huffman, Sharlie TRAN:EX
- Re: seismic cracking of SOG, Steve Gordin
- RE: Fee for Custom Residence, Dennis Wish
- Re: Misc Opinions, Bill Polhemus
- Re: Fee for Custom Residence, Cratylus Consulting Group
- RE: Fee for Custom Residence, Roger Turk
- RE: Paso Robles and other earthquakes 1, Syed Faiz
- RE: Philosophical Differences, Gary Hodgson & Assoc.
- RE: Misc Opinions, Gary Hodgson & Assoc.
- RE: Misc Opinions, dfisher(--nospam--at)fpse.com
- Re: Misc Opinions, Padmanabhan Rajendran
- Re: Misc Opinions, mark francois
- NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, dfisher
- RE: Misc Opinions, David L. Fisher
- RE: Misc Opinions, Jim Persing
- Re: Philosophical Differences, Bill Polhemus
- Re: Misc Opinions, Bill Polhemus
- Re: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, Bill Polhemus
- RE: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, David L. Fisher
- Re: Misc Opinions, M. David Finley, P.E.
- Re: Misc Opinions, Steve Gordin
- RE: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, Jim Persing
- Re: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, Steve Gordin
- RE: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, David L. Fisher
- RE: Philosophical Differences, Bill Allen
- RE: Philosophical Differences, Randall H. Collier
- Re: Misc Opinions, Christopher Wright
- RE: Misc Opinions, Al Grathwol
- Norway, Al Grathwol
- NYTimes, Al Grathwol
- Agree, Al Grathwol
- suggestion, Andrew Kester
- Old ASTMS, GSKWY
- RE: Old ASTMS, Al Grathwol
- FW: Agree//fantastic!!, Syed Faiz
- RE: Agree//fantastic!!, Al Grathwol
- RE: Misc Opinions, Syed Faiz
- Re: Old ASTMS, Padmanabhan Rajendran
- RE: Old ASTMS, Tom Skaggs
- Re: Misc Opinions, mark francois
- Re: Old ASTMS, GSKWY
- RE: seismic cracking of SOG, Huffman, Sharlie TRAN:EX
- RE: Misc Opinions, Gary Hodgson & Associates
- RE: Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
- ASTM, HBAP
- RE: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, Keith De Lapp
- RE: Philosophical Differences, Keith De Lapp
- Old ASTMS, Roger Turk
- Re: Old ASTMS, Scott Maxwell
- RE: Fee for Custom Residence, Huffman, Sharlie TRAN:EX
- Re: Misc Opinions, Scott Maxwell
- RE: Misc Opinions, David L. Fisher
- Re: Minimum reinforcement for structural integrity at slab-column connections, Gil Brock
- Re: Old ASTMS, Cratylus Consulting Group
- RE: Fee for Custom Residence, Roger Turk
- Re: Paso Robles and other earthquakes 2, Pankaj Gupta
- Re: Misc Opinions, Clifford Schwinger
- Re: Old ASTMS, Christopher Wright
- RE: Misc Opinions, Dennis Wish
- Re: IRAN QUAKE/can we discuss ths?, Nels Roselund, SE
- RE: Misc Opinions, Dennis Wish
- Re: IRAN QUAKE/can we discuss ths?, Mlcse
- RE: Misc Opinions, Carter, Charlie
- RE: Misc Opinions, Scott Maxwell
- RE: NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, Dennis Wish
- RE: Misc Opinions, Scott Maxwell
- Freespeech(--nospam--at)whatever.com, Dennis Wish
- RE: IRAN QUAKE/can we discuss ths?, Syed Faiz
- Happy new year, a . kumar
- Re: Philosophical Differences, Gary Hodgson & Associates
- RE: Misc Opinions, Gary Hodgson & Associates
- RE: Fee for Custom Residence, Gary Hodgson & Associates
- Re: Old ASTMS, Ray Pixley
- Re: Old ASTMS, GSKWY
- Re: Philosophical Differences, Christopher Wright
- Re: IRAN QUAKE/can we discuss ths?, Paul Feather
- Re: IRAN QUAKE/can we discuss ths?, Paul Feather
- RE: IRAN QUAKE/can we discuss ths?, Jim Persing
- MESSAGE FROM LIST ADMIN, Shafat Qazi
- Louisiana Engineers, Brian K. Smith
- RE: Louisiana Engineers, John C. Jones
- RE: Louisiana Engineers, Brian K. Smith
- Techincal Peer Review Survey, Matthew Stuart
- RE: Old ASTMS, Syed Faiz
- Re: Misc Opinions, Bill Polhemus
- San Simeon and Iran Earthquakes, Roger Turk
- RE: Louisiana Engineers, Dennis Wish
- Earthquake ground movement question, Clifford Schwinger
- RE: Misc Opinions, Dennis Wish
- Re: Misc Opinions, Christopher Wright
- Earthquake ground movement question, Roger Turk
- Earthquake ground movement question, Gale45man
- Re: Earthquake ground movement question, Charley Hamilton
- Re: Earthquake ground movement question, Christopher Wright
- Re: Louisiana Engineers, Scott Maxwell
- RE: San Simeon and Iran Earthquakes, Syed Faiz
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