SEAINT Mail Archive 1997 (Oct-Dec)
Civil and Structural Engineering discussions by date
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Messages: 1536
- Thank you -Reply, Kalyan Vaidyanathan
- RE: Torsion in RC & PT beams, Public Information
- Re: Engineering & 401k, Phil Boultinghouse
- Sawn Beam Repair?, Bill Allen
- RE: Sawn Beam Repair?, Horning, Dick/CVO
- RE: Sawn Beam Repair?, Bill Allen
- RE: Sawn Beam Repair?, Sprague, Harold O.
- Re: Sawn Beam Repair?, Thomas Chiu
- RE: Sawn Beam Repair?, Dennis S. Wish PE
- RE: Sawn Beam Repair?, Bill Allen
- Re: Sawn Beam Repair?, ErnieNSE
- Re: Intergrid, Joe McCormick
- Re: Re - Structural Engineers, ErnieNSE
- RE: Sawn Beam Repair?, Bill Allen
- RE: Error in Phone Book - Structural Engineers (CE vs SE), Gregory P. Luth
- Sawn Beam Repair?, Roger Turk
- Re: Sawn Beam Repair?, ErnieNSE
- RE: Sawn Beam Repair?, Bill Allen
- Re: Sawn Beam Repair?, PRSE
- Engineering Manager Position (Rocky Mountain High), Gregory P. Luth
- Re: Error in Phone Book - Structural Engineers, Bill Sherman
- Re: Effective Peak Acceleration to Velocity Related Acceleration, Bill Sherman
- Re: snow load surcharge, Stan Johnson
- Masonry Shelf Angles, Chris Towne
- Thanks to Shafat & Residential Foundations with Holddowns, BVeit
- RCC Design Software, Rudra Nevatia
- Architects and Human Occupancy, Barry H. Welliver
- Seismic earth pressue force increment, Lynn Howard
- Re: Architects and Human Occupancy, dennismc
- Architects and Human Occupancy, Roger Turk
- Re: Seismic earth pressue force increment, Martin Johnson
- Re: Error in Phone Book - Structural Engineers, dennismc
- RE: Seismic earth pressue force increment, Sprague, Harold O.
- Re: Seismic earth pressue force increment, Bill Sherman
- Re: Error in Phone Book - Structural Engineers, Valerie T Eskelsen
- Re: Seismic earth pressue force increment, Joe McCormick
- RE: Architects and Human Occupancy, Dennis S. Wish PE
- Re: Architects and Human Occupancy, ErnieNSE
- Seismic Retrofit references, James Hagensen
- Re: Need properties for A316 steel, Bill Sherman
- Re: Warping Constant and Torsional Constant for Built-up sections, Bill Sherman
- Re: Error in Phone Book - Structural Engineers, dennismc
- Re: Architects and Human Occupancy, Paul McEntee
- Re: Seismic earth pressue force increment, BCASE1356
- RE: Seismic Retrofit references, Dennis S. Wish PE
- Re: RCC Design Software, Swaminathan Krishnan
- Re: RCC Design Software, Celso Mendoza
- Re: RCC Design Software, JChen2250
- RCC Design Software -Reply, Kalyan Vaidyanathan
- RE: Seismic Retrofit references, Stephanie L Austad
- Re: Masonry Shelf Angles, John Bryan
- Re: RCC Design Software, BaumnEngrg
- Re: Masonry Shelf Angles -Reply, Hector Buitrago
- Re: Seismic Retrofit references, dennismc
- Re: Bar Joists, Dan Vines
- Re: RCC Design Software, ASLCSE
- Bar Joists -Reply, John Armijo
- Bar Joists, PRSE
- Re: Bar Joists, Simon Solorio
- Re:Seismic earth pressure force, Lynn Howard
- Re: Bar Joists, Mark McCormick
- Re: RCC Design Software, JohnOttCE
- Re: Seismic Retrofit references, FredT5
- Re: Architects and Human Occupancy, Dennis S. Wish PE
- Concrete T-Beams, Chris Towne
- Re: Masonry Shelf Angles -Reply, Chris Towne
- RE: Architects and Human Occupancy, Bill Allen
- CE licensing a different problem, Steve Asselin
- RE: Concrete T-Beams, James Hagensen
- FW: Error in Phone Book - Structural Eng, uthoff
- Re: Concrete T-Beams, ASLCSE
- Re: Architects and Human Occupancy, Dennis S. Wish PE
- Re: CE licensing a different problem, Dennis S. Wish PE
- Re: SE vs CE, Lynn Howard
- Re: CE licensing a different problem, Christopher Wright
- RE: Concrete T-Beams, Dr. Ravi Sinha
- Re: Bar Joists, John Lawson
- Re: Bar Joists, RJConley
- Re: CE licensing a different problem, Lew Midlam
- Re: RCC Design Software, Walter Sawruk
- wood piles on beach/ wave evaluations, HARRISENGR
- Re: RCC Design Software, dennismc
- Re: CE licensing a different problem, Stan Johnson
- MASN - Allowable Shear, Richard Lewis
- Engineering Manager Position - Rocky Mountain High, Gregory P. Luth
- RE: SE vs CE, Dennis S. Wish PE
- RE: CE licensing a different problem, Dennis S. Wish PE
- Re: wood piles on beach/ wave evaluations, BCASE1356
- CA PE License!, Swaminathan Krishnan
- Re: RCC Design Software, James G. Korff
- Repair of reinforced concrete members., Dr. Ravi Sinha
- RE: Engineering Manager Position - Rocky Mountain High, Bill Allen
- RE: CA PE License!, Bill Allen
- RE: CE licensing a different problem, Bill Allen
- Re: CE licensing a different problem, dennismc
- Re: SE vs CE, Lynn Howard
- Re: CE licensing a different problem, Lynn Howard
- RE: CE licensing a different problem, Dennis S. Wish PE
- RE: CA PE License!, Dennis S. Wish PE
- Re: CE licensing a different problem, dennismc
- RE: CE licensing a different problem, Bill Allen
- RE: CE licensing a different problem, Bill Allen
- Re: Repair of reinforced concrete members., Lew Midlam
- Re: CE licensing a different problem, Lew Midlam
- RE: CE licensing a different problem, Dennis S. Wish PE
- RE: CE licensing a different problem, Dennis S. Wish PE
- RE: CE licensing a different problem, Dennis S. Wish PE
- Re: CE licensing a different problem, Kevin McCune
- Re: CE licensing a different problem, Stan Johnson
- Re: CA PE License!, Stan Johnson
- chevron bracing frames, Dave Anderson
- Re: CA PE License!, Swaminathan Krishnan
- Re: CE licensing a different problem, dennismc
- RE: CE licensing a different problem, Dennis S. Wish PE
- RE: CE licensing a different problem, Bill Allen
- Re: MASN - Allowable Shear, Joe McCormick
- Re: MASN - Allowable Shear, Dave Anderson
- Re: chevron bracing frames, Celso Mendoza
- Re: chevron bracing frames, Dave Anderson
- Re: Seismic earth pressue force increment, Richard Phillips
- Re: wood piles on beach/ wave evaluations, PRSE
- RE: CE licensing a different problem, Charles Greenlaw
- RE: CA PE License!, Dr. Ravi Sinha
- Re: Repair of reinforced concrete members., Dr. Ravi Sinha
- Re: Repair of reinforced concrete members., Sprague, Harold O.
- Re: Repair of reinforced concrete members., Lew Midlam
- Re: Repair of reinforced concrete members., Lew Midlam
- Architects and Human Occupancy, Powers, Tony
- Re: CE licensing a different problem, Jill T. Shuttleworth, P.E., S.E.
- Re: CE licensing a different problem, Roger Turk
- Re: CA PE License!, Thomas Chiu
- RE: Architects and Human Occupancy, Bill Allen
- RE: CA PE License!, Powers, Tony
- Re: CE licensing a different problem, Thomas Chiu
- RE: Architects and Human Occupancy, Powers, Tony
- RE: Architects and Human Occupancy, Bill Allen
- MASN - Allowable Shear, Roger Turk
- welding rebar, Chris Palmateer
- Re: Masonry Shelf Angles -Reply -Reply, Hector Buitrago
- Re: Masonry Shelf Angles -Reply -Reply, John Bryan
- Re: MASN - Allowable Shear, Joe McCormick
- Stiffeners for local flange buckling, Bruce Hopper
- Re: chevron bracing frames, Stan Johnson
- Re: chevron bracing frames, Celso Mendoza
- [Fwd: chevron bracing], Dave Anderson
- CE licensing a different problem, CarlS95
- Re: Repair of reinforced concrete members., Arvel L. Williams, P.E.
- Re: Repair of reinforced concrete members., Dr. Ravi Sinha
- Another Error in Phone Book, CarlS95
- Increasing Bearing Capacity of Footings, Sleiman Serhal
- Re: Increasing Bearing Capacity of Footings, Lew Midlam
- Re: Repair of reinforced concrete members., Sprague, Harold O.
- RE: Increasing Bearing Capacity of Footings, Sprague, Harold O.
- Re: Architects and Human Occupancy, TVDEsq
- RE: welding rebar, Horning, Dick/CVO
- re: welding rebar, Scott Funderburk
- RE: CE licensing a different problem, Bill Allen
- Structural Engineers Association of Washington State, K. Hemmatyar
- Re: [Fwd: chevron bracing], Celso Mendoza
- Re: [Fwd: chevron bracing], Dave Anderson
- Re: [Fwd: chevron bracing], Celso Mendoza
- ACI "MATS", Barry H. Welliver
- RE: SE requirements, Bill Sherman
- RE: CE licensing a different problem, Dennis S. Wish PE
- Re: ACI "MATS", Ecengrs
- RE: CE licensing a different problem, Bill Allen
- SE,CE ad nauseum, Ecengrs
- Re: SE,CE ad nauseum, PRSE
- Personal Replys, Dennis S. Wish PE
- Re: Personal Replys, SEAOSC
- Re[2]: SE,CE ad nauseum, Brandon Erickson
- Re: ACI "MATS", Dave Anderson
- RE: SE,CE ad nauseum, Bill Allen
- Re: [Fwd: chevron bracing], CLaines
- Re: [Fwd: chevron bracing], CLaines
- BILLBOARD SIGN DEFLECTION CRITERIA, uthoff
- ST - Allowable stresses for steel tees, Bill Sherman
- gravel under slab on grade, Jeff Smith
- Re: ACI "MATS", Neil Moore
- RE: ST - Allowable stresses for steel tees, Horning, Dick/CVO
- RE: gravel under slab on grade, Horning, Dick/CVO
- RE: SE,CE ad nauseum, Bill Cain, S.E.
- RE: gravel under slab on grade, Bill Allen
- PERS - Personal notes on the list, Bill Cain, S.E.
- Re: gravel under slab on grade, Jeff Smith
- gravel under slab on grade, Roger Turk
- Re: gravel under slab on grade, dennismc
- RE: gravel under slab on grade, Dennis S. Wish PE
- SECE - New Catagory, SOS, Dennis S. Wish PE
- Re: ST - Allowable stresses for steel tees, Richard Lewis
- RE: gravel under slab on grade, Dennis S. Wish PE
- RE: PERS - Personal notes on the list, Dennis S. Wish PE
- ST - Allowable stresses for steel tees, Roger Turk
- Re: gravel under slab on grade, Roger Turk
- Re: ST - Allowable stresses for steel tees, Bill Sherman
- list protocol, Jeff Smith
- RE: BILLBOARD SIGN DEFLECTION CRITERIA, Lee, Calvin
- Re: ST - Allowable stresses for steel tees, Bill Cain, S.E.
- DISPAR troubleshooting help needed, Gary Chock, S. E.
- Re: ST - Allowable stresses for steel tees, Roger Turk
- RE: Another Error in Phone Book, Caldwell, Stan
- RE: ST - Allowable stresses for steel tees, Powers, Tony
- RE: ST - Allowable stresses for steel tees, Bill Sherman
- Re: Re: ST - Allowable stresses for steel tees, Richard Lewis
- RE: SECE - New Catagory, SOS, Bill Allen
- RE: Another Error in Phone Book, Bill Allen
- Re: SE requirements, HARRISENGR
- Re: gravel under slab on grade, rnester
- "Unqualified" Engineers and Contractors, Joe McCormick
- Automatic Reciprocity for Texans, CarlS95
- RE: BILLBOARD SIGN DEFLECTION CRITERIA, Glauco
- RE: BILLBOARD SIGN DEFLECTION CRITERIA, Sprague, Harold O.
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- RE: "Unqualified" Engineers and Contractors, Bill Allen
- RE: "Unqualified" Engineers and Contractors -Reply, Tim McCormick
- RE: Another Error in Phone Book, Caldwell, Stan
- Flagpoles & Billboards, BVeit
- RE: Another Error in Phone Book, Bill Allen
- RE: Another Error in Phone Book, Bill Allen
- To gravel or not to gravel, BVeit
- Re: list protocol, Dennis S. Wish PE
- RE: Another Error in Phone Book, Caldwell, Stan
- engineers and single family houses, Kevin McCune
- Re: ACI "MATS", markah
- Re: SE requirements, Robert D. McGhie
- Re: SE requirements, TVDEsq
- Re: engineers and single family houses, LibertyEng
- Re: engineers and single family houses, Bill Allen
- engineers and single family houses, Roger Turk
- Re: gravel under slab on grade, HARRISENGR
- private school plan check and structural observation, HARRISENGR
- RE: engineers and single family houses, Sprague, Harold O.
- Re: engineers and single family houses, Bill Allen
- RE: engineers and single family houses, Neil Moore
- Re: Another Error in Phone Book, ErnieNSE
- Re: engineers and single family houses, Jyh123
- asd vs lfrd, terrence turner
- Re: Another Error in Phone Book, CarlS95
- Re: CE licensing a different problem, CarlS95
- Re: asd vs lfrd, Lynn Howard
- Re: asd vs lrfd (not lfrd), Bill Allen
- Fwd: Roark and Young ..., Karen12959
- Re: Fwd: Roark and Young ..., Dave Anderson
- Re: engineers and single family houses, CanitzCF
- Re: Automatic Reciprocity for Texans, CarlS95
- Fwd: Roark & Young, Yank2002
- Re: Automatic Reciprocity for Texans, Nigel Mends, PE
- Re: asd vs lfrd, Nigel Mends, PE
- Re: asd vs lrfd, -==maura==-
- Re: Automatic Reciprocity for Texans, Sprague, Harold O.
- Re: engineers and single family houses, Sprague, Harold O.
- Re: engineers and single family houses, Dan Vines
- Re: engineers and single family houses, Dan Vines
- Re: Automatic Reciprocity for Texans, Lynn Howard
- Re: SE requirements, Bill Sherman
- Re: Roark and Young ..., RJConley
- RE: engineers and single family houses, Caldwell, Stan
- RE: Another Error in Phone Book, Caldwell, Stan
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- asd vs lrfd, Roger Turk
- Re: Another Error in Phone Book, Bill Allen
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- IRREG - Plan Irregularities, Stan Johnson
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- Re: SE requirements, Charles Greenlaw
- Re: asd vs lrfd, Christopher Wright
- Re: Automatic Reciprocity for Texans, Nigel Mends, PE
- Re: asd vs lrfd, Nigel Mends, PE
- RE: engineers and single family houses, Dennis S. Wish PE
- Plan Stamping, Dennis S. Wish PE
- Re: asd vs lrfd, Bill Sherman
- RE: Roark and Young ..., Dennis S. Wish PE
- RE: asd vs lrfd, Serroels, Chris/SAC
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- RE: engineers and single family houses, Caldwell, Stan
- RE: Plan Stamping, Caldwell, Stan
- Re: Automatic Reciprocity for Texans, Nigel Mends, PE
- Re: engineers and single family houses, ken_agee
- RE: asd vs lrfd, Roger Turk
- Re: Automatic Reciprocity for Texans, Bill Allen
- RE: engineers and single family houses, Caldwell, Stan
- RE: Automatic Reciprocity for Texans, Simon Solorio
- Re: asd vs lrfd, Roger Turk
- Re[2]: engineers and single family houses, ken_agee
- RE: engineers and single family houses, Simon Solorio
- Re: Plan Stamping, Dennis S. Wish PE
- Re: Automatic Reciprocity for Texans, Nigel Mends, PE
- RE: engineers and single family houses, Bill Sherman
- Re: engineers and single family houses, Dennis S. Wish PE
- Re: Fwd: Roark and Young ..., Stan Johnson
- Re: asd vs lrfd, Christopher Wright
- Re: engineers and single family houses, Lew Midlam
- RE: engineers and single family houses, Dennis S. Wish PE
- Another Error, CarlS95
- UBC94 R/C seismic shearwall boundary element requirements, T. Eric Gillham
- Query to users familiar with LARSA, T. Eric Gillham
- Re: engineers and single family houses, Lew Midlam
- Re: engineers and single family houses, Christopher Wright
- Re: CE/SE/residential construction/Texas PE laws/etc., Bill Sherman
- Re: engineers and single family houses, Bill Allen
- Appendix (B5-2-b), AISC 1989 Spec, Karen12959
- Single Family Residence Plans & Construction, Kirk Pysher
- Re: Single Family Residence Plans & Construction, dennismc
- Re: engineers and single family houses, Roger Turk
- RE: Roark and Young ..., Gregory P. Luth
- Re: Appendix (B5-2-b), AISC 1989 Spec, Scott A Jensen
- SS - Ply Metal Driller Screws - need some help!, Dennis S. Wish PE
- Re: SS - Ply Metal Driller Screws - need some help!, Lew Midlam
- Re: SS - Ply Metal Driller Screws - need some help!, Bill Allen
- RE: Automatic Reciprocity for Texans, Caldwell, Stan
- RE: Re[2]: engineers and single family houses, Caldwell, Stan
- RE: engineers and single family houses, Caldwell, Stan
- Re: Automatic Reciprocity for Texans, Bill Allen
- RE: engineers and single family houses, Caldwell, Stan
- RE: Single Family Residence Plans & Construction, Dennis S. Wish PE
- RE: CE/SE/residential construction/Texas PE laws/etc., Dennis S. Wish PE
- Z-values for wood lag bolts, screws and nails, Sam A. Love, P.E.
- RE: engineers and single family houses, Dennis S. Wish PE
- RE: engineers and single family houses, Dennis S. Wish PE
- RE: engineers and single family houses, Dennis S. Wish PE
- RE: CE/SE/residential construction/Texas PE laws/etc., Caldwell, Stan
- RE: SS - Ply Metal Driller Screws - need some help!, Dennis S. Wish PE
- RE: Single Family Residence Plans & Construction, Joe McCormick
- Re: asd vs lrfd, Joe McCormick
- Buliding steel frame's columns embedded in concrete, K. Hemmatyar
- Re: asd vs lrfd, Nigel Mends, PE
- Re: asd vs lrfd, Bill Sherman
- Re: SS - Ply Metal Driller Screws - need some help!, Lew Midlam
- Re: SE requirements (LA high rises), Robert McGhie
- Re: SS - Ply Metal Driller Screws - need some help!, Lew Midlam
- Re: asd vs lrfd, Joe McCormick
- Foundations, rgr275
- Re: Foundations, Glauco
- Re: engineers and single family houses, Bill Allen
- Re: Foundations, Bill Allen
- Re: Foundations, Lynn Howard
- Re: Buliding steel frame's columns embedded in concrete, John Bryan
- Seismic and Wind Zone Maps, Burch, Daniel
- RE: engineers and single family houses, Caldwell, Stan
- RE: Foundations, Sprague, Harold O.
- Re: engineers and single family houses, Bill Allen
- Re: Foundations, MOHAMMAD HARIRI
- RE: Seismic and Wind Zone Maps, Horning, Dick/CVO
- Re: Foundations, Rick . Drake
- Re: asd vs lrfd, Roger Turk
- CABO 95, Roger Turk
- RE: engineers and single family houses, Caldwell, Stan
- Foundations, Roger Turk
- Seismic and Wind Zone Maps, Roger Turk
- Re: SE requirements, Charles Greenlaw
- Re: engineers and single family houses, Bill Allen
- Continuing Professional Development, Caldwell, Stan
- Re: Continuing Professional Development, Edwin Schmeckpeper
- Re: Continuing Professional Development, Charles Greenlaw
- EMBEDMENT OF MOMENT RESISTING STEEL FRAME IN FOUNDATION, K. Hemmatyar
- EMBEDMENT OF MOMENT RESISTING STEEL FRAME IN FOUNDATION, K. Hemmatyar
- Fw: asd vs lrfd, T. Eric Gillham
- Re: asd vs lrfd, Joe McCormick
- Re: Continuing Professional Development, Nigel Mends, PE
- RE: Continuing Professional Development, John Cannon Jones
- Re: Continuing Professional Development, CanitzCF
- Re: Continuing Professional Development, Dr. Ravi Sinha
- Re: Seismic and Wind Zone Maps, CanitzCF
- Re: Continuing Professional Development, Christopher Wright
- Appendix B5, Karen12959
- Re: Seismic and Wind Zone Maps, Roger Turk
- Re: Continuing Professional Development, Roger Turk
- RE: Continuing Professional Development, Caldwell, Stan
- Re: asd vs lrfd, Roger Turk
- Re: IRREG - Plan Irregularities, Harry Jones
- Re: Seismic and Wind Zone Maps, SEAOSC
- Job Opportunity, Nguyen, John
- RE: Continuing Professional Development, Dennis S. Wish PE
- RE: Continuing Professional Development, Dennis S. Wish PE
- RE: Continuing Professional Development, Bill Cain, S.E.
- Re: Continuing Professional Development, dennismc
- Re: Continuing Professional Development, dennismc
- Re: Continuing Professional Development, Bill Allen
- Re: Seismic and Wind Zone Maps, CanitzCF
- RE: Continuing Professional Development, Dennis S. Wish PE
- Re: CE/SE/residential construction/Texas PE laws/etc., TVDEsq
- Re: SE requirements (LA high rises), TVDEsq
- Redwood Tree Seismic Hazard ?, Barry H. Welliver
- New Projects - Need Help!, Bill Allen
- Re: Redwood Tree Seismic Hazard ?, Greg Varney
- Re: Buliding steel frame's columns embedded in concrete, Dennis S. Wish PE
- Re: CE/SE/residential construction/Texas PE laws/etc., Dennis S. Wish PE
- Re: ST - Allowable stresses for steel tees, Sibco6756
- Re: Redwood Tree Seismic Hazard ?, Charles Greenlaw
- Re: Continuing Professional Development, Bill Polhemus
- Re: Continuing Professional Development, Bill Polhemus
- Re: Continuing Professional Development, Nigel Mends, PE
- Re: Fwd: Roark and Young ..., Ajay Ray
- RE: Continuing Professional Development, Dennis S. Wish PE
- gypsum tile?, Jeff Smith
- Re: Continuing Professional Development, Bill Polhemus
- Re: Continuing Professional Development, Bill Polhemus
- Re: Continuing Professional Development, Nigel Mends, PE
- Re: Continuing Professional Development, Jeff Smith
- Re: gypsum tile?, -==maura==-
- Re: Continuing Professional Development, Bill Polhemus
- Re: Continuing Professional Development, Bill Polhemus
- RE: Continuing Professional Development, Dennis S. Wish PE
- Re: Continuing Professional Development, Charles Greenlaw
- Re: Continuing Professional Development, Nigel Mends, PE
- Re: Continuing Professional Development, Nigel Mends, PE
- Re: Continuing Professional Development, Nigel Mends, PE
- Re: gypsum tile?, Lynn Howard
- Re: gypsum tile?, Neil Moore
- Re: Continuing Professional Development, Neil Moore
- Re: Continuing Professional Development, Charles Greenlaw
- Re: Redwood Tree Seismic Hazard ?, dennismc
- CEU's or paying for information?, Dennis S. Wish PE
- Re: Continuing Professional Development, Patrick J. Quinn
- Re: gypsum tile?, Jeff Smith
- CEU - Accessible and affordable information, Dennis S. Wish PE
- Z-values for wood lag bolts, screws and nails -Reply, Tim McCormick
- BOLT- Epoxy Anchors, Richard Lewis
- RE: gypsum tile?, Sprague, Harold O.
- RE: Continuing Professional Development, Dennis S. Wish PE
- LRFD vs. ASD, buddy_showalter
- Re: CEU's or paying for information?, Christopher Wright
- Plain Concrete Questions, Sleiman Serhal
- Re: open house, ErnieNSE
- Re[2]: Seismic and Wind Zone Maps, James F Fulton
- Re: Continuing Professional Development, Nigel Mends, PE
- seaoc Digest for 20 Oct 1997 -Reply, Brian Kehoe
- RE: gypsum tile?, Neil Moore
- Subject: BOLT- Epoxy Anchors, Stewart, Warren
- Re: Re[2]: Seismic and Wind Zone Maps, Neil Moore
- Re: open house, Harry Jones
- Re: BOLT- Epoxy Anchors, dennismc
- Re[2]: open house, Brandon Erickson
- Forwarding Posts to Prof. Organizations, Dennis S. Wish PE
- CEU's or paying for info, Roger Turk
- Fw: open house, T. Eric Gillham
- Good ASD book?, Yi Yang
- Re: Plain Concrete Questions, Arvel L. Williams, P.E.
- Re: open house, Lynn Howard
- Re: CEU's or paying for information?, ErnieNSE
- Re: Fw: open house, Neil Moore
- Re: open house, John Lawson
- MISC - NJ PE Licensing, CanitzCF
- Re: Re[2]: Seismic and Wind Zone Maps, CanitzCF
- Re: open house, JChen2250
- Re: Plain Concrete Questions, Sleiman Serhal
- Re: MISC - NJ PE Licensing, Paul G. Adams
- Re: seaoc Digest for 20 Oct 1997 -Reply, Simon Solorio
- RE: Re[2]: Seismic and Wind Zone Maps, Sprague, Harold O.
- RE: BOLT- Epoxy Anchors, Sprague, Harold O.
- Re: Seismic and Wind Zone Maps, Dan Vines
- Re: MISC - NJ PE Licensing, Lew Midlam
- Re: MISC - NJ PE Licensing, Mcsherrygp
- mail, RGRAYAIA
- Re: CEU's or paying for information?, Bill Allen
- RE: Z-values for wood lag bolts, screws and nails -Reply, Caldwell, Stan
- Re: open house, dennismc
- Re: open house, dennismc
- Re: Hoop stress in pipeline, Charley Hamilton
- Re: open house, Bill Cain, S.E.
- Good ASD book?, Roger Turk
- Hoop stress in pipeline, James L Dancer
- Re: open house, dennismc
- Re: Good ASD book?, dennismc
- RE: Good ASD book?, Dennis S. Wish PE
- RE: CEU's or paying for info, Dennis S. Wish PE
- RE: CEU's or paying for information?, Dennis S. Wish PE
- RE: open house, Dennis S. Wish PE
- Re: BOLT- Epoxy Anchors, COEngineer
- Re: Good ASD book?, Joe McCormick
- Re: Hoop stress in pipeline, Christopher Wright
- RE: CEU's or paying for information?, Dennis S. Wish PE
- SEAOC CAD STANDARDS, James A. Lord
- RE: CEU's or paying for, Roger Turk
- RE: Good ASD book?, Roger Turk
- Re: CEU's or paying for, Bill Allen
- Subject: Re: Re[2]: Seismic and Wind Zone Maps, Stewart, Warren
- Re: open house, PRSE
- Re: Subject: Re: Re[2]: Seismic and Wind Zone Maps, Bill Allen
- WOOD - Load bearing studs in a party wall, Bill Allen
- RE: Good ASD book?, Kevin McCune
- Re: WOOD - Load bearing studs in a party wall, Jeff Smith
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- RE: Good ASD book?, Dennis S. Wish PE
- Re: WOOD - Load bearing studs in a party wall, dennismc
- Re: WOOD - Load bearing studs in a party wall, Stan Johnson
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- RE: WOOD - Load bearing studs in a party wall, Dennis S. Wish PE
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- Re: WOOD - Load bearing studs in a party wall, Jeff Smith
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- Re: WOOD - Load bearing studs in a party wall, ADSCE
- RE: WOOD - Load bearing studs in a party wall, Dennis S. Wish PE
- Re: open house, BCASE1356
- Re: WOOD - Load bearing studs in a party wall, dennismc
- Tri-Services Manuals, CarlS95
- Re: WOOD - Load bearing studs in a party wall, Charles Greenlaw
- Re: Good ASD book?, Juan C. Gray
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- Re: WOOD - Load bearing studs in a party wall, Dan Vines
- RE: open house, Caldwell, Stan
- Re: BOLT- Epoxy Anchors -Reply, Tim McCormick
- Re: open house, Bill Allen
- WOOD - Load bearing studs in a party wall -Reply, Tim McCormick
- WOOD - Load bearing studs in a party wall, ITSEKSON SASHA
- Re: WOOD - Load bearing studs in a party wall -Reply, Bill Allen
- Re: BOLT- Epoxy Anchors -Reply, Harry Jones
- RE: WOOD - Load bearing studs in a party wall, Dennis S. Wish PE
- RE: WOOD - Load bearing studs in a party wall, Dennis S. Wish PE
- Re: WOOD - Load bearing studs in a party wall, Jeff Smith
- RE: WOOD - Load bearing studs in a party wall, Harry Jones
- Re: WOOD - Load bearing studs in a party wall, Charles Greenlaw
- Re: WOOD - Load bearing studs in a party wall, James F Fulton
- Steel Moment Frame Buildings and Strict Product Liability, FredT5
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- CEU - Accessible and affordable information, Richard Phillips
- Re: CEU - Accessible and affordable information, Bill Allen
- patented steel tower bracing connections, Dave Evans
- Re: WOOD - Load bearing studs in a party wall, Charles Greenlaw
- RE: CEU - Accessible and affordable information, Dennis S. Wish PE
- Re: WOOD - Load bearing studs in a party wall, Bill Allen
- patented steel tower bracing connections -Reply, John Armijo
- Remove, Thomas Long
- Re: BOLT- Epoxy Anchors -Reply -Reply, Tim McCormick
- Re: WOOD - Load bearing, Roger Turk
- Re: patented steel tower bracing connections, Neil Moore
- Re: open house, Tarek Mokhtar
- RE: open house, Chris Dorang
- Re: open house, Roger Turk
- RE: BOLT- Epoxy Anchors, Gill Chris
- RE: open house, Dennis S. Wish PE
- Asphalt Overlay, Chris Towne
- Open House, CarlS95
- Re: Open House, Bill Allen
- Re: UBC94 R/C seismic shearwall boundary element requirements, Resengin
- RE: open house, John Cannon Jones
- SEAOC CAD STANDARDS, ITSEKSON SASHA
- Asphalt Overlay, Roger Turk
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- Re: Asphalt Overlay, John O'Brien
- Re: WOOD - Load bearing studs in a party wall, ErnieNSE
- Re: Asphalt Overlay, Arvel L. Williams, P.E.
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: BOLT- Epoxy Anchors, James A. Adams
- Open House/Caustic Remarks, CarlS95
- steel decking, Dave Anderson
- Re: Open House/Caustic Remarks, Bill Allen
- steel decking, Roger Turk
- Re: Good ASD book?, CanitzCF
- Re: steel decking, Bill Allen
- Re: steel decking, Neil Moore
- Open House/Football, CarlS95
- Fwd: (Fwd) (Fwd) Serious (fwd), Karen12959
- Re: Fwd: (Fwd) (Fwd) Serious (fwd), Patti Freling
- Re: steel decking, John Bryan
- Re: steel decking, Charley Hamilton
- Re: SEAOC CAD STANDARDS, Bill Allen
- RE: SEAOC CAD STANDARDS, ITSEKSON SASHA
- Re: SEAOC CAD STANDARDS, James A. Lord
- Re: SEAOC CAD STANDARDS, Bill Allen
- RE: SEAOC CAD STANDARDS, Robert Grandmaison
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: steel decking, Juan C. Gray
- Re: steel decking, Juan C. Gray
- Re: steel decking, ASLCSE
- RE: Open House/Caustic Remarks, Dennis S. Wish PE
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- Re: SEAOC CAD STANDARDS, Barry H. Welliver
- RE: SEAOC CAD STANDARDS, Robert Grandmaison
- Re: SEAOC CAD STANDARDS, James A. Lord
- Re: steel decking, Dave Anderson
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Lynn Howard
- Re: SEAOC CAD STANDARDS, Bill Allen
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- Re: SEAOC CAD STANDARDS, Barry H. Welliver
- Re: SEAOC CAD STANDARDS, Roger Turk
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Roger Turk
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Roger Turk
- SEAOC CAD STANDARDS, Martin Johnson
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Damir Varevac
- RE: patented steel tower bracing connections, Sprague, Harold O.
- Steel Frames & Strict Product Liability, FredT5
- Re: Steel Frames & Strict Product Liability, Christopher Wright
- Steel Building Bracing, Chris Towne
- Increasing Footing Bearing Pressure, Ron Schneider
- Re: Steel Building Bracing, Neil Moore
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- Re: Steel Building Bracing, Thomas Chiu
- RE: Steel Building Bracing, Sprague, Harold O.
- Re: Steel Building Bracing, Greg Varney
- RE: Steel Building Bracing, ITSEKSON SASHA
- RE:Dynamics Question, Tarek Mokhtar
- RE: Steel Building Bracing, Horning, Dick/CVO
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: Steel Building Bracing, Bill Allen
- Expansion Anchors in Masonry, Burch, Daniel
- RE: Steel Building Bracing, Horning, Dick/CVO
- Re: Steel Building Bracing, Thomas Chiu
- Re: RE:Dynamics Question, Bill Sherman
- RE: Dynamics Question, Horning, Dick/CVO
- Re[2]: Steel Building Bracing, Ed . Haninger
- Re: SEAOC CAD STANDARDS, Arvel L. Williams, P.E.
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: Steel Building Bracing, Bill Allen
- Re: Increasing Footing Bearing Pressure, SCHFUN
- Re: Expansion Anchors in Masonry, Lynn Howard
- RE: Expansion Anchors in Masonry, Gill Chris
- Re: Expansion Anchors in Masonry, Bill Allen
- Re: Steel Building Bracing, Jeff Smith
- Re: Expansion Anchors in Masonry, Burch, Daniel
- Re: Expansion Anchors in Masonry, Martin Johnson
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: SEAOC CAD STANDARDS, Arvel L. Williams, P.E.
- Re: Steel Building Bracing, Joe McCormick
- Re: Steel Building Bracing, Bill Allen
- Re: Steel Building Bracing, Bill Allen
- Re: Steel Building Bracing, Sprague, Harold O.
- Strange But True, Caldwell, Stan
- Re: Steel Building Bracing, Y. Henry Huang
- Re: Steel Building Bracing, Jeff Smith
- Re: Steel Building Bracing, Bill Allen
- Re: Steel Building Bracing, Bill Allen
- Santa Monica Open Front Retro Question, Dennis S. Wish PE
- RE: Strange But True, Dennis S. Wish PE
- RE: Strange But True, Caldwell, Stan
- Re: Steel Building Bracing, Joe McCormick
- Re: Expansion Anchors in Masonry, Steve
- UBC: OMF connections, Steve
- Re: Strange But True, Bill Allen
- Re:Strange but True (SB 828), Charles Greenlaw
- Re: Re: Expansion Anchors in Masonry, FredT5
- Re: UBC: OMF connections, Thomas Chiu
- Re: Steel Building Bracing, Y. Henry Huang
- pull-out strength: stainless bolt in aluminum, Dave Evans
- Re: UBC: OMF connections, Joe McCormick
- RE: Strange But True, Dennis S. Wish PE
- Re: Steel Building Bracing, PRSE
- Re: pull-out strength: stainless bolt in aluminum, Neil Moore
- Re: Expansion Anchors in Masonry, Lynn Howard
- Re: Steel Building Bracing, Bill Allen
- Strange But True, CarlS 95
- RE: pull-out strength: stainless bolt in aluminum, Sprague, Harold O.
- Re[3]: Expansion Anchors in Masonry, Rick . Drake
- RE: Strange But True, Caldwell, Stan
- RE: Strange but True (SB 828), Caldwell, Stan
- Re: Re:Strange but True (SB 828), James A. Lord
- masonry software, Anthony Rubalcava
- Humor: Was Re:Strange but True (SB 828), Jeff Smith
- RE: masonry software, Caldwell, Stan
- RE: Strange But True (SB 828), Charles Greenlaw
- Re: Strange but True (SB 828), Bill Allen
- Re: masonry software, Bill Allen
- Re: Strange But True, Nigel Mends, PE
- Re: Strange but True (SB 828), Nigel Mends, PE
- RE: masonry software, Caldwell, Stan
- Re: masonry software, Bill Allen
- Conc: PT - Need Engineer, Dennis S. Wish PE
- Re: Strange but True (SB 828), Robert McGhie
- RE: Strange but True (SB 828), Caldwell, Stan
- Re: Strange but True (SB 828), Bill Allen
- Re: pull-out strength: stainless bolt in aluminum, CanitzCF
- Re: Strange but True (SB 828), Bill Allen
- Re: Strange but True (SB 828), Robert McGhie
- Re: Strange but True (SB 828), Robert McGhie
- Re: Strange but True (SB 828), Christopher Wright
- Re: Strange but True (SB 828), Neil Moore
- RE: Strange but True (SB 828), Dennis S. Wish PE
- RE: Strange but True (SB 828), Dennis S. Wish PE
- Re: Strange but True (SB 828), Nigel Mends, PE
- RE: Strange but True (SB 828), Charles Greenlaw
- Re: Strange but True (SB 828), Nigel Mends, PE
- RE: Strange but True (S, Roger Turk
- Re: Re: S but T, RGRAYAIA
- Re: Strange but True (SB 828), Arvel L. Williams, P.E.
- RE: Strange but True (S, Robert McGhie
- Re: Strange but True (SB 828), Robert McGhie
- RE: Strange but True (SB 828), Charles Greenlaw
- Standing Firm, Neil Moore
- RE: Re[3]: Expansion Anchors in Masonry, Gill Chris
- Re: SEAOC CAD STANDARDS, dennismc
- Re: SEAOC CAD STANDARDS, Bill Allen
- INS - E&O Recommendations, Bill Allen
- Corrosion in Water Reservoirs, Sleiman Serhal
- RE: SEAOC CAD STANDARDS, Dennis S. Wish PE
- Re: INS - E&O Recommendations, Lew Midlam
- School Seismic Saftey, Barry H. Welliver
- Re: Standing Firm, Y. Henry Huang
- Re: Standing Firm, Neil Moore
- Re: INS - E&O Recommendation, Bill Allen
- RE: Corrosion in Water Reservoirs, Horning, Dick/CVO
- INS - E&O Recommendation, Roger Turk
- Re: Strange but True (SB 828), Bill Cain, S.E.
- RE: SEAOC CAD STANDARDS, Roger Turk
- TILTED SHEAR WALLS, Chance, Acie P.
- Re: Standing Firm, Y. Henry Huang
- RE: TILTED SHEAR WALLS, Dennis S. Wish PE
- RE: Increasing Footing Bearing Pressure, uthoff
- Re: Strange but True (SB 828), Neil Moore
- Need some advise in Santa Monica, Dennis S. Wish PE
- Re: Strange but True (SB 828), Neil Moore
- Expansion Anchors, FredT5
- Re: Strange but True (SB 828), Bill Cain, S.E.
- Online (Dennis Wish - Don't Read This), Bill Allen
- Re: SEAOC CAD STANDARDS, Bill Allen
- Re: Strange but True (SB 828), Nigel Mends, PE
- Re: Strange but True (SB 828), Nigel Mends, PE
- Re: Steel Building Bracing, PRSE
- Re: Standing Firm, Bill Allen
- Re: INS - E&O Recommendations, PRSE
- Name Change, PRSE
- Re: Online (Dennis Wish - Don't Read This), ASLCSE
- RE: Strange but True (SB 828), Dennis S. Wish PE
- RE: Online (Dennis Wish - Don't Read This), Dennis S. Wish PE
- Wind and seismic requirements in OKINAWA, Japan, ADSCE
- Re: Strange but True (SB828), Arvel L. Williams, P.E.
- RE: Wind and seismic requirements in OKINAWA, Japan, Sprague, Harold O.
- Special Inspection, Inspection Agencies and Test Labs, Operations
- CAD Programs, Mark Middlebrook
- Wind and seismic requirements, Brian Kehoe
- Re: Strange but True (SB 828), Bill Allen
- RE: CAD Programs, Dennis S. Wish PE
- Re: CAD Programs, Bill Allen
- stresses in pipes, Brandon Erickson
- Re: UBC: OMF connections, Jeff Smith
- Re: CAD Programs, Brent Russell Koch
- RE: TILTED SHEAR WALLS, Chance, Acie P.
- SEAOC online, Ed . Haninger
- Re: TILTED SHEAR WALLS, ErnieNSE
- RE: TILTED SHEAR WALLS, Dennis S. Wish PE
- RE: stresses in pipes, James Hagensen
- RE: CAD Programs, Mark Middlebrook
- Re: CAD Programs, Bill Allen
- Re: CAD Programs, Dennis S. Wish PE
- Job Opportunity at RISA Technologies, BRBATES
- Special Inspectors, Inspection Agencies, Test Labs & SEAOSC Ad, Sandy Pringle
- USGS Zip Code Earthquake Ground Motion Information, FEMCCLURE
- Re: Strange but True (SB 828), Neil Moore
- California Politics, Greg Varney
- Re:RE: stresses in pipes, Brandon Erickson
- RE: California Politics, Powers, Tony
- Re: USGS Zip Code Earthquake Ground Motion Information, Jill T. Shuttleworth, P.E., S.E.
- RE: USGS Zip Code Earthquake Ground Motion Information, Horning, Dick/CVO
- Re: USGS Zip Code Earthquake Ground Motion Information, Bill Allen
- RE: CAD Programs, Larry Hauer
- Re: CAD Programs, Mark Middlebrook
- Correct Web Site Address: USGS Zip Code Earthquake Ground Motion Information, FEMCCLURE
- Re: Strange but True (SB 828), Bill Cain, S.E.
- RE: USGS Zip Code Earthquake Ground Motion Information, Horning, Dick/CVO
- RE: USGS Zip Code Earthquake Ground Motion Information, Bill Cain, S.E.
- Re: CAD Programs, SWJanitor
- RE: CAD Programs, Mark Middlebrook
- RE: CAD Programs, Caldwell, Stan
- Fwd: Returned mail: User unknown, ASLCSE
- Re: CAD Programs, Nigel Mends, PE
- RE: CAD Programs, Powers, Tony
- Questions on UBC-97 and ASCE-95 Seismic Codes, Samuel K Kassegne, Ph.D.
- AutoCAD Civil Software, CPCseaoc
- Re: AutoCAD Civil Software, Jill T. Shuttleworth, P.E., S.E.
- Re: Online (Dennis Wish - Don't Read This), Bill Allen
- Re: CAD Programs, Bill Allen
- Re: Questions on UBC-97 and ASCE-95 Seismic Codes, Bill Cain, S.E.
- Re: Questions on UBC-97 and ASCE-95 Seismic Codes, Stan Johnson
- Re: Online (Dennis Wish - Don't Read This), Shafat Qazi
- Permit Requirement Question, Lew Midlam
- In-Situ-Testing Mailing List, pagani geotechnical equipment
- Re: Permit Requirement Question, ErnieNSE
- Re: CAD Programs, Mark Middlebrook
- Remove, dennismc
- Re: Questions on UBC-97 and ASCE-95 Seismic Codes, Chang Chen
- Permit Requirement Quest, Roger Turk
- URM, Mark Baker
- Re: CAD Programs, SWJanitor
- Re: Permit Requirement Quest, Lew Midlam
- Re: Permit Requirement Question, Neil Moore
- Re: Permit Requirement Q, Roger Turk
- Re: Permit Requirement Question, dennismc
- Re: URM, Stephen K. Harris
- Re: Online (Dennis Wish - Don't Read This), HARRISENGR
- Re: Online (Dennis Wish - Don't Read This), ErnieNSE
- RE: CAD Programs, Dennis S. Wish PE
- Re: Permit Requirement Question, HARRISENGR
- Re: Online (Dennis Wish - Don't Read This), Bill Allen
- Re: Online (Dennis Wish - Don't Read This), Bill Allen
- Re: Online (Dennis Wish - Don't Read This), dennismc
- Re: Permit Requirement Question, swidmayer
- Re: Online Newsletter, SEAOSC
- Online - response to Ernie Natividad, Dennis S. Wish PE
- Re: URM, Mark Baker
- Re: URM, Dennis S. Wish PE
- Re: Permit Requirement Question, Lew Midlam
- Re: Online - response to Dennis Wish, HARRISENGR
- Jamaican design procedures / Friction dampers, terrence turner
- Re: Online - response to Wish & Harris, ErnieNSE
- Re: Permit Requirement Question, ErnieNSE
- Re: Permit Requirement Question, Robert McGhie
- Re: Permit Requirement Question, Lew Midlam
- RE: Permit Requirement Question, Dennis S. Wish PE
- Re: CAD Programs, Bill Polhemus
- Re: CAD Programs, Bill Polhemus
- Re: Permit Requirement Question, HARRISENGR
- Re: Permit Requirement Question, Parkerres
- Re: Online (Dennis Wish - Don't Read This), dennismc
- Re: Online (Dennis Wish - Don't Read This), James A. Lord
- RE: Questions on UBC-97 and ASCE-95 Seismic Codes, ITSEKSON SASHA
- RE: CAD Programs, Caldwell, Stan
- Re: Permit Requirement Q, Roger Turk
- RE: CAD Programs, Robert Grandmaison
- Re: Permit Requirement Question, Bill Sherman
- RE: CAD Programs, Joseph Harouni
- SEAONC UBC 97 Seminar, csh
- Dennis Wish Resignation, James A. Lord
- Permit Requirement Questions, Drew Norman
- TPI - Plated roof truss discussion started by Tom Harris, Dennis S. Wish PE
- E&O Coverage, Dennis S. Wish PE
- Re: SEAONC UBC 97 Seminar, HARRISENGR
- Re: E&O Coverage, Thomas Chiu
- OSB roof in rain, HARRISENGR
- RE: SEAONC UBC 97 Seminar, Dennis S. Wish PE
- Re: Permit Requirement Question, HARRISENGR
- Re: E&O Coverage, Nigel Mends
- Re: Dennis Wish Resignation, FEMCCLURE
- Re: OSB roof in rain, CanitzCF
- Re: E&O Coverage, LibertyEng
- Re: TPI - Plated roof truss discussion started by Tom Harris, Richard Lewis
- Re: E&O Coverage, Parkerres
- E&O Coverage, Roger Turk
- Re: Permit Requirement Question, Parkerres
- RE: E&O Coverage, Estes, Kent R.
- Re: E&O Coverage, Jeff Smith
- Vacation, Richard Lewis
- Re: E&O Coverage, James A. Lord
- Re: E&O Coverage, Jeff Smith
- Re: E&O Coverage, Roger Turk
- RE: E&O Coverage, Dennis S. Wish PE
- RE: Dennis Wish Resignation, Dennis S. Wish PE
- RE: TPI - Plated roof truss discussion started by Tom Harris, Dennis S. Wish PE
- The Art Of Persuasion, Rick . Drake
- SEAOSC Seminars, Williston Warren IV
- Re: OSB in rain, SThompsonB
- RE: SEAOSC Seminars, Dennis S. Wish PE
- Re: Dennis Wish Resignation, FEMCCLURE
- RE: E&O Coverage, Williston Warren IV
- Re: SEAONC UBC 97 Seminar, Bill Cain, S.E.
- SEAOSC Seminars, Williston Warren IV
- Via con dios, mi amigos, Bill Allen
- Re: SEAOSC Seminars, James A. Lord
- Via con dios, mi amigos, Roger Turk
- Orange County Dinner Meeting Tonight, SEAOSC
- SEAOSC Seminar: UBC Overview Nov. 22, SEAOSC
- RE: E&O Coverage, Charles Greenlaw
- Re: SEAOSC Seminars, Dennis S. Wish PE
- RE: Via con dios, mi amigos, Caldwell, Stan
- Re: SEAOSC Seminars, Dennis S. Wish PE
- Re: SEAOSC Seminar: UBC Overview Nov. 22, Dennis S. Wish PE
- Re: Via con dios, mi amigos, Dennis S. Wish PE
- E&O Coverage, Drew Norman
- E&O Insurance, Drew Norman
- Re: SEAOSC Seminars, James A. Lord
- Re: Via con dios, mi amigos, Lynn Howard
- Re: SEAOSC Seminars, ADSCE
- Re[2]: SEAOSC Seminar: UBC Overview Nov. 22, James F Fulton
- Re: SEAOSC Seminars, Jeff Smith
- Re: SEAOSC Seminars, Williston Warren IV
- Re: SEAOSC Seminars, Williston Warren IV
- Re: SEAOSC Seminars, Williston Warren IV
- RE: Re[2]: SEAOSC Seminar: UBC Overview Nov. 22, Dennis S. Wish PE
- RE: SEAOSC Seminars, Dennis S. Wish PE
- RE: SEAOSC Seminars, Dennis S. Wish PE
- RE: SEAOSC Seminars, Dennis S. Wish PE
- URM Building with Additional work, Tin Dinh
- Re: Questions on UBC-97 Seismic code, Samuel K Kassegne, Ph.D.
- Spiral tie reinforcing, uthoff
- Re: Spiral tie reinforcing, Neil Moore
- Change in Rules for SE License in Washington State, mark s. oakford
- SE Exam Evaluation by BORPELS, Charles Greenlaw
- SE Exam, Washington, Jill T. Shuttleworth, P.E., S.E.
- Re: Via con dios, mi amigos, Bill Allen
- Re: Re: Questions on UBC-97 Seismic code, FredT5
- Re: Spiral tie reinforcing, Thomas Chiu
- seaoc Digest for 13 Nov 1997 -Reply, Brian Kehoe
- SEAOSC Seminars, Williston Warren IV
- Re: Via con dios, mi amigos, dennismc
- OSHPD STRUCTURAL PLAN CHECKING SERVICES, Shafat Qazi
- SEAOC Bluebook and ICBO CD-ROM and SEAOSC Seminars, Williston Warren IV
- Re: SEAOC Bluebook and ICBO CD-ROM and SEAOSC Seminars, ErnieNSE
- RE: URM Building with Additional work, Dennis S. Wish PE
- RE: Via con dios, mi amigos, Dennis S. Wish PE
- RE: SEAOSC Seminars, Dennis S. Wish PE
- RE: SEAOC Bluebook and ICBO CD-ROM and SEAOSC Seminars, Dennis S. Wish PE
- Re: SEAOC Bluebook and ICBO CD-ROM and SEAOSC Seminars, Williston Warren IV
- Re: Via con dios, mi amigos, ErnieNSE
- RE:SEAOSC Seminars, Williston Warren IV
- Job opening for Structural Engineer, Lynn Howard
- Re: SEAONC UBC 97 Seminar, Bill Cain, S.E.
- Information about LRFD, hpoggi
- Re: SEAONC UBC 97 Seminar, csh
- Test mail please delete, Shafat Qazi
- Test mail please delete, StopShake
- Re: Test mail please delete, Mark Oakford - Structural Engineer
- Bhima, John Cannon Jones
- APA EWS PRI 400 Wood Joists, Caldwell, Stan
- Re: APA EWS PRI 400 Wood Joists, Jeff Smith
- CE vs. SE, Bill Allen
- RE: CE vs. SE, Caldwell, Stan
- LRFD, Williston Warren IV
- Re: APA EWS PRI 400 Wood Joists, Dennis S. Wish PE
- Light Fixtures -- Seismic, Thomas Chiu
- VACATION Survey Summary, Richard Lewis
- Re: Light Fixtures -- Seismic, Greg Varney
- 1997 SEAONC Fall Seminar, mliu
- CalTrans Screw Up, Bill Allen
- Rebar welding, Mark Baker
- Re: Seismic restraint, ErnieNSE
- Re: Light Fixtures -- Seismic, Rlfong
- Re: Light Fixtures -- Seismic, JOHN HUBERT
- Re: Rebar Welding, Scott Funderburk
- Re: Rebar welding, Tom . Hunt
- Re: Light Fixtures -- Seismic, ErnieNSE
- Re: CalTrans Screw Up, efieberl
- Re: CalTrans Screw Up, Bill Allen
- Shear strength of concrete members, George Barclay
- Re: Shear strength of concrete members, Bill Allen
- Re: CalTrans Screw Up, Nigel Mends
- Re: CalTrans Screw Up, Bill Allen
- Re: Rebar welding, Brent Koch
- Re: Shear strength of concrete members, Chris Towne
- Re: Seismic restraint, Richard Phillips
- Re: Light Fixtures -- Seismic, Thomas Chiu
- Re: Seismic restraint, SThompsonB
- Re: CalTrans Screw Up, John F. Jones
- Re: Shear strength of concrete members, Joe McCormick
- Re: AISC Code Check program, Rlfong
- Re: Light Fixtures -- Seismic, Rlfong
- Re: CalTrans/Bill Allen Screw Up, CarlS95
- Rebar welding, CarlS95
- Re: CalTrans Screw Up, Bill Allen
- CalTrans Screw Up, Roger Turk
- Re: CalTrans Screw Up, Christopher Wright
- polymer concrete, CHUTE, LARRY
- Re: CalTrans Screw Up, Lynn Howard
- Re: AISC Code Check program, Yank2002
- Bill Allen's Return, BRBATES
- Re: Shear strength of concrete members, Harry Jones
- RE: AISC Code Check program, John Cannon Jones
- Re: AISC Code Check program, Lew Midlam
- Re: AISC Code Check program, Dennis S. Wish PE
- Re: AISC Code Check prog, Roger Turk
- Information about steel design, Horacio Poggi
- Re: AISC Code Check program, Brad
- Bridge strand inspection, Dave Evans
- Greetings from Taz, the Warner Bros. Online Postal Clerk, Tomchiu
- Re: CalTrans Screw Up, ASLCSE
- RE: AISC Code Check program, Caldwell, Stan
- RE: Greetings from Taz, the Warner Bros. Online Postal Clerk, Caldwell, Stan
- Re: Rebar welding, Mark Harper
- Re: AISC Code Check program, Rlfong
- Re: Rebar welding, Brent Koch
- MISC - Warehouse Storage Rack Shelving, CanitzCF
- Re: AISC Code Check program, Stan Johnson
- Re: Greetings from Taz, the Warner Bros. Online Postal Clerk, Dennis S. Wish PE
- Rebar welding, Mark Baker
- Re: CalTrans Bridge Welds, Brent Koch
- Re: AISC Code Check program, Brent Koch
- Re: MISC - Warehouse Storage Rack Shelving, rnester
- Re: AISC Code Check program, Yank2002
- Re: MISC - Warehouse Storage Rack Shelving, FEMCCLURE
- Re: AISC Code Check program, Lew Midlam
- MISC - Warehouse Storage, Roger Turk
- CONC - Footing Design, markah
- Re: MISC - Warehouse Storage Rack Shelving, Jeff Smith
- CONC - Footing Design, Roger Turk
- Re: AISC Code Check program, Dennis S. Wish PE
- Re: AISC Code Check program, Lew Midlam
- Re: MISC - Warehouse Storage Rack Shelving, FEMCCLURE
- Re: MISC - Warehouse Storage Rack Shelving, Christopher Wright
- AISC Code Check program, Williston Warren IV
- Re: polymer concrete, Parkerres
- Re: Rebar welding, Resengin
- Re: MISC - Warehouse Storage Rack Shelving, BCainse
- Re: AISC Code Check Program, Williston Warren IV
- Re: Fire Damage-Again, ErnieNSE
- Re: AISC Code Check program, Rlfong
- Re: Fire Damage-Again, Martin Johnson
- CONC - Footing Design, ARW
- SEAONC Web Page, csh
- Re: AISC Code Check program, Stan Johnson
- Re: Fire Damage-Again, FEMCCLURE
- [no subject], Chris Dorang
- Masonite Hardboard Siding Class Action Settlement Underway, FredT5
- Re: CalTrans Screw Up, Bill Allen
- RE: SEAONC Web Page, SYED
- Re: SEAONC Web Page, Neil Moore
- SEAONC Web Page, Kathleen A. O'Brien
- Copy of: Underpinning Existing Footings, Kathleen A. O'Brien
- Re: SEAONC Web Page, Dennis S. Wish PE
- Re: CalTrans Screw Up/ engineering judgement, HARRISENGR
- Re: CalTrans Screw Up/ engineering judgement, Dennis S. Wish PE
- Advertise on SEAOC Web site, Shafat Qazi
- Re: Engineering judgement, Bill Allen
- engineering judgement, Tarek Mokhtar
- Re: CalTrans Screw Up/ e, Roger Turk
- Copy of: Underpinning Ex, Roger Turk
- Advertise on SEAOC Web site - Clarification, James A. Lord
- Re: Engineering judgement, Dennis S. Wish PE
- Re: Fire Damage-Again, BCASE1356
- Re: Copy of: Underpinning Ex, Nigel Mends
- Re: Engineering judgement, Bill Allen
- Re: Copy of: Underpinning Ex, Bill Cain, S.E.
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: CalTrans Screw Up/ engineering judgement, Kathleen A. O'Brien
- 1997 Code, Kathleen A. O'Brien
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: Copy of: Underpinning Ex, Arvel L. Williams, P.E.
- Holiday Greeting to all!, Dennis S. Wish PE
- engineering judgement, Charles Greenlaw
- Re: Copy of: Underpinning Ex, CanitzCF
- Re: Copy of: Underpinning Ex, ErnieNSE
- Re: Advertise on SEAOC Web site - Clarification, BCainse
- Re: 1997 Code / Seminars are here already., HARRISENGR
- Re: Copy of: Underpinning Ex, Williston Warren IV
- Re: Copy of: Underpinning Ex, Bill Allen
- Increase Bearing Capacity - Case study, Sleiman Serhal
- Re: 1997 Code, Tom . Hunt
- Re: 1997 Code, Tarek Mokhtar
- Underpinning, Williston Warren IV
- Re: Underpinning, Bill Allen
- MISC - Structural Inspection Checklist, CanitzCF
- underpinning, Williston Warren IV
- Re: APA EWS PRI 400 Wood Joists, John Rose
- Re: underpinning, Bill Allen
- Wood: Conventional Framing opinions needed from other states, Dennis S. Wish PE
- SStud: Need opinions about residential construction and steel stud shearwalls, Dennis S. Wish PE
- Accidently deleted files from my server, Dennis S. Wish PE
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: 1997 Code, Kathleen A. O'Brien
- Re: 1997 Code, Kathleen A. O'Brien
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: Underpinning, Bill Allen
- Re: 1997 Code / Seminars are here already., Kathleen A. O'Brien
- Re: Underpinning, Kathleen A. O'Brien
- Re: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: Accidently deleted files from my server, Shafat Qazi
- Re: underpinning, BCainse
- Colored background, Rhkratzse
- Re: Colored background, Bill Allen
- Re: Underpinning v. cheap owners, Rhkratzse
- Re: Underpinning, Neil Moore
- Re: Colored background, Nigel Mends
- Re: Colored background, Lew Midlam
- Re: Underpinning, rnester
- Re: Wood: Conventional Framing opinions needed from other states, FLew98
- Re: Underpinning, Kathleen A. O'Brien
- RE: APA EWS PRI 400 Wood Joists, Caldwell, Stan
- Increase Bearing Capacity - Case study -Reply, Hector Buitrago
- Re: Copy of: Underpinning Existing Footings, Parkerres
- Re: CalTrans Screw Up/ engineering judgement, Parkerres
- Re: Underpinning, Thomas Chiu
- Re: Wood: Conventional Framing opinions needed from other states -Reply, Tim McCormick
- Re: CalTrans Screw Up/ engineering judgement -Reply, Tim McCormick
- SStud: Need opinions about residential construction and steel stud shearwalls -Reply, Tim McCormick
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, FLew98
- RE: 1997 Code, Horning, Dick/CVO
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply -Reply, Tim McCormick
- Re: Steelstud Shearwalls with Structural Panels, FredT5
- Bld'g. & Safety, Mark D. Baker
- FW: Copy of: Underpinning Ex, ITSEKSON SASHA
- Re: Wood: Conventional Framing opinions needed from other states, Stan Johnson
- Re: FW: Copy of: Underpinning Ex, CanitzCF
- SEAOC WWW Virtual Library of Structural Engineering, FEMCCLURE
- RE: 1997 Code, Kathleen A. O'Brien
- Re: FW: Copy of: Underpinning Ex, Kathleen A. O'Brien
- Re: Copy of: Underpinning Existing Footings, Kathleen A. O'Brien
- Bld'g. & Safety, Kathleen A. O'Brien
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, Kathleen A. O'Brien
- CONC. FLAG POLE FOOTINGS, Amaloyan
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, Rhkratzse
- Re: CONC. FLAG POLE FOOTINGS, ASLCSE
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply -Reply, Tim McCormick
- RE: FW: Copy of: Underpinning Ex, ITSEKSON SASHA
- Underpinning, Williston Warren IV
- APA Seminar (not an ad), Williston Warren IV
- Housing Performance Objectives, FredT5
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, Charles Greenlaw
- Re: Housing Performance Objectives, Rick . Drake
- Bld'g. & Safety -Reply, Tim McCormick
- Coefficient of Friction, David L Stephens
- Coefficient of Friction -Reply, John Armijo
- Re: Colored background, Dennis S. Wish PE
- Re: Colored background, Dennis S. Wish PE
- Re: Underpinning, ErnieNSE
- Re: CONC. FLAG POLE FOOTINGS, ErnieNSE
- Re: SStud: Need opinions about residential construction and steelstud shearwalls -Reply, Dennis S. Wish PE
- Bld'g. & Safety -Reply, Neville Pereira
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, Dennis S. Wish PE
- Re: Housing Performance Objectives, Dennis S. Wish PE
- Re: Housing Performance Objectives, Dennis S. Wish PE
- Re: SStud: Need opinions about residential construction and steel stud shearw..., ErnieNSE
- Contacts regarding Steel Stud Residential Framing, Charley Hamilton
- Re: Colored background, Nigel Mends
- MISC - Structural Inspection Procedures, CanitzCF
- Re: SStud: Need opinions about residential construction and steel stud shearw..., Dennis S. Wish PE
- Re: Wood: Conventional Framing opinions needed from otherstates -Reply, FLew98
- Re: Housing Performance Objectives, FLew98
- Re: Coefficient of Friction, rnester
- Re: Bld'g. & Safety -Reply, Bill Allen
- Re[2]: Housing Performance Objectives, Rick . Drake
- Construction method for Second Story Additions, Kathleen A. O'Brien
- Re: Housing Performance Objectives, TVDEsq
- RE: Colored background, Caldwell, Stan
- Re: SStud: Need opinions about residential construction and steel stud shearw., CanitzCF
- Re: Construction method for Second Story Additions, Norb Volny
- Foundation Underpinning, Drew A. Norman, S.E.
- Re: Re[2]: Housing Performance Objectives, ErnieNSE
- Re: Construction method for Second Story Additions, Bill Cain, S.E.
- Re: Housing Performance Objectives, FredT5
- Re: SStud: Need opinions about residential construction and steelstud shearwalls -Reply -Reply, Tim McCormick
- Re: Housing Performance Objectives, FLew98
- Re: SStud: Need opinions about residential construction and steel stud shearw., ErnieNSE
- Re: Bld'g. & Safety -Reply -Reply, Hector Buitrago
- Re: Housing Performance Objectives, ErnieNSE
- Outlook Express, Jeff Smith
- Frank McClure, FredT5
- Re: Bld'g. & Safety -Reply -Reply, Tarek Mokhtar
- Re: Increasing Bearing Capacity - Case Study, Janah Risha
- Re: SStud: Need opinions about residential construction andsteelstud shearwall, ErnieNSE
- flagpole concrete, BVeit
- Failures, BVeit
- Re: Coefficient of Friction, SCHFUN
- Re: CONC. FLAG POLE FOOTINGS, Arvel L. Williams, P.E.
- Re: Colored background, Arvel L. Williams, P.E.
- Re: SStud: Need opinions about residential construction and steelstud shearwal, MGriffi119
- Re: SStud: Need opinions about residential construction andsteelstud shearwall, MGriffi119
- Re: SStud: Need opinions about residential construction andsteelstud shearwall, ErnieNSE
- Housing Performance Objectives, FEMCCLURE
- Housing Performance Objectives, FEMCCLURE
- Re: Increase Bearing Capacity - Case study -Reply, Glauco
- RE: Outlook Express, Caldwell, Stan
- Re: Construction method for Second Story Additions, Parkerres
- Re: SStud: Need opinions about residential construction andsteelstud shearwall, Parkerres
- Question Regarding Plan Structural Irregularities (Table 16-M), Ben Maxwell
- Re: SStud: Need opinions about residential construction and steelstud shearwall, Richard C.C. Lee
- Bld'g. & Safety, Mark D. Baker
- Re: Bld'g. & Safety, Bill Cain, S.E.
- Re: Construction method for Second Story Additions, Norb Volny
- Re: Construction method for Second Story Additions, Bill Cain, S.E.
- Re: Colored background, Nigel Mends
- Re: Bld'g. & Safety, Rhkratzse
- Re: Colored background, Charley Hamilton
- Re: Bld'g. & Safety, Lynn Howard
- Re: SStud: Need opinions about residential construction and steel stud shearw..., HARRISENGR
- Re: Increase Bearing Capacity - Case study -Reply, Sleiman Serhal
- Re: SStud: Need opinions about residential construction and steel stud shearw., ErnieNSE
- Re: Colored background, Roger Turk
- RE: Outlook Express, Mark Middlebrook
- Joke, Shafat Qazi
- RE: Housing Performance Objectives, Dennis S. Wish
- RE: Re[2]: Housing Performance Objectives, Dennis S. Wish
- RE: Housing Performance Objectives, Dennis S. Wish
- Searching the Archives, Joseph Harouni
- RE: Construction method for Second Story Additions, Dennis S. Wish
- RE: SStud: Need opinions about residential construction andsteelstud shearwalls -Reply -Reply, Dennis S. Wish
- RE: Housing Performance Objectives, Dennis S. Wish
- RE: Construction method for Second Story Additions -Reply, Tim McCormick
- RE: SStud: Need opinions about residential construction andsteelstud shearwalls -Reply -Reply -Repl, Tim McCormick
- bent aluminum pipe, Brandon Erickson
- Re: Construction method for Second Story Additions -Reply, Dennis S. Wish PE
- Re: Housing Performance Objectives, FLew98
- Re: Construction method for Second Story Additions -Reply, Kathleen A. O'Brien
- Re: SStud: Need opinions about residential construction and steel stud shearw., HARRISENGR
- Re: Joke (+/-), ADSCE
- Re: Housing Performance Objectives, Charles Greenlaw
- Re: SStud: Need opinions about residential construction andsteelstud shearwalls -Reply -Reply, Barry H. Welliver
- Re: Housing Performance Objectives, Barry H. Welliver
- Re: SStud: Need opinions about residential construction and steelstud shearwal, MGriffi119
- Re: SStud: Need opinions about residential construction and steelstud shearwal, MGriffi119
- Housing Performance Objectives, Kathleen A. O'Brien
- Re: Construction method for Second Story Additions, Kathleen A. O'Brien
- Re: Construction method for Second Story Additions, Jeff Smith
- Structural Guidelines for Detailing of Cold-Formed Steel Framing, FEMCCLURE
- Carbon Fibre Reinforced Plastics, GERRY LYNN
- RE: SStud: Need opinions about residential construction andsteelstud shearwalls -Reply -Reply, Dennis S. Wish
- Twelve Tech Days of Christmas, Kathleen A. O'Brien
- RE: SStud: Need opinions about residential construction and steelstud shearwal, Dennis S. Wish
- seismic evaluation of existing concrete buildings, terrence turner
- Re: Carbon Fibre Reinforced Plastics, Nigel Mends
- RE: Carbon Fibre Reinforced Plastics, Powers, Tony
- Re: seismic evaluation of existing concrete buildings, FEMCCLURE
- Re: seismic evaluation o, Roger Turk
- [Fwd: ], dennismc
- Re: Housing Performance Objectives, Parkerres
- Re[2]: Housing Performance Objectives, Brandon Erickson
- Re: Housing Performance Objectives, Lew Midlam
- FEMA 273/274, Rlfong
- Re: Housing Performance Objectives, FredT5
- Re: RE: Housing Performance Objectives, FredT5
- Re: Re: Housing Performance Objectives, FredT5
- Use of your work by another engineer., Stan Johnson
- Re: Re: Housing Performance Objectives, FredT5
- Re: Housing Performance Objectives, Dennis S. Wish
- Re: RE: Housing Performance Objectives, Dennis S. Wish
- Re: Housing Performance Objectives, FLew98
- Re: [Fwd: ], Stan Johnson
- truss joist dinner mtg presentation, HARRISENGR
- Re: [Fwd: ], Christopher Wright
- Change of Address, wish
- Re: atc-40, FEMCCLURE
- Re: Housing Performance Objectives, Ron Hamburger
- Re: Performance Objectives, Bill Sherman
- Virus -Reply, Brian Kehoe
- Subject: Use of your work by another engineer, Stewart, Warren
- Re: Copy of: Underpinning Ex, Resengin
- Re: 1997 Code, Resengin
- Re: Housing Performance Objectives, FLew98
- Windows humor (??!!), FLew98
- MISC - Mill Certification/Higher Yield Stress, CanitzCF
- Advertising on SEAOC Server, Shafat Qazi
- Re: MISC - Mill Certification/Higher Yield Stress, Shafat Qazi
- COA32, Shafat Qazi
- Re: Housing Performance Objectives, ErnieNSE
- Why He is who He is ..., Yank2002
- The World's Shortest Books (Humor), Shafat Qazi
- Re: MISC - Mill Certification/Higher Yield Stress/Testing, MIKE RITTER
- Re: MISC - Mill Certification/Higher Yield Stress, Charley Hamilton
- RE: MISC - Mill Certification/Higher Yield Stress, Freilinger, Shawn W
- RE: Carbon Fibre Reinforced Plastics, Jerry Middaugh
- Re: Advertising on SEAOC Server, Sales
- Re: Housing Performance Objectives, Jeff Smith
- RE: MISC - Mill Certification/Higher Yield Stress, Dave Evans
- Re: MISC - Mill Certification/Higher Yield Stress, Bill Sherman
- Re: Performance Objectives, Bill Sherman
- Re: MISC - Mill Certification/Higher Yield Stress, LibertyEng
- Fw: Carbon Fibre Reinforced Plastics, james korff
- Re: Housing Performance Objectives, TVD Esq
- Re: Performance Objectives, FEMCCLURE
- Re: Carbon Fibre Reinforced Plastics, jgkorff
- Pea Gravel Concrete, JPWillow
- RE: Pea Gravel Concrete, Estes, Kent R.
- Re[2]: Performance Objectives, Rick . Drake
- Re: Pea Gravel Concrete, Richard Lewis
- Acad/ Conversion from Raster to vector, Ajay Ray
- RE: Acad/ Conversion from Raster to vector, Applied Geoscience & Engineering, Inc.
- UBC: Inspection/Observation Programs, Drew A. Norman, S.E.
- Cal DSA Resident Inspectors, Drew A. Norman, S.E.
- Mill Certs/Yield Strength, Drew A. Norman, S.E.
- Contractor hired Deputy Inspectors, Drew A. Norman, S.E.
- re: The World's Shortest Books (Humor), Long Tang
- Structural Analysis Software, Long Tang
- Re: Subject: Use of your work by another engineer, Jill T. Shuttleworth, P.E., S.E.
- Multiple Posts, Drew A. Norman, S.E.
- UBC: Inspection/Observation Programs -Reply, Tim McCormick
- Mill Certs/Yield Strengt, Roger Turk
- Re: Acad/ Conversion from Raster to vector, Bill Allen
- Re: Acad/ Conversion from Raster to vector, wish
- Re: UBC: Inspection/Observation Programs, Thomas Chiu
- Mill Certifications, Williston Warren IV
- Re: Pea Gravel Concrete, Brent Koch
- Re: UBC: Inspection/Observation Programs, Sandy Pringle
- Re: Contractor hired Deputy Inspectors, Sandy Pringle
- Re: UBC: Inspection/Observation Programs -Reply, Sandy Pringle
- Re: Pea Gravel Concrete, Parkerres
- Contractor hired Deputy Inspectors -Reply, RICHARD SCHLESINGER
- RE: Acad/ Conversion from Raster to vector, Mark Middlebrook
- Re: Performance Objectives, Theodore H. Partrick, Jr.
- Stamping Plans - A new question, wish
- Re: Stamping Plans - A new question, Bill Allen
- Re: SStud: Need opinions about residential construction andsteelstud shearwall -Reply, Tim McCormick
- Subject: Use of your work by another engineer, Stewart, Warren
- Stamping Plans - A new question -Reply, Peter Kim
- MS Word to R14, Bill Allen
- Re: Multiple Posts, Neil Moore
- List server enclosed files, Williston Warren IV
- Re: List server enclosed files, Shafat Qazi
- MS Word to R14, Mark Middlebrook
- FAQ (List Server)(Finally!), Shafat Qazi
- Re: Stamping Plans - A new question -Reply, wish
- Re: MS Word to R14, wish
- Re: MS Word to R14, Jeff Smith
- STAADIII vs SAP2000, Jack J. Ajrab
- MS Word to R14 -Reply, Kalyan Vaidyanathan
- Stamping Plans - A new question: Another Reply, Williston Warren IV
- Building Design & Code Enforcement Professionals Survey Announcement, SEAOCC
- Masonry Design Programs, Sam Love
- Re: STAADIII vs SAP2000, M/S SATELLITE SYSTEMS
- Re: STAADIII vs SAP2000, Bill Allen
- Re: MS Word to R14 -Reply, wish
- Re: Masonry Design Programs, suresh
- Computer Utility recommendation, wish
- Re: Stamping Plans - A new question, Resengin
- Re: List server enclosed files, Arvel L. Williams, P.E.
- Re: Computer Utility recommendation, Resengin
- Re: STAADIII vs SAP2000, Bill Polhemus
- Re: STAADIII vs SAP2000, Jack J. Ajrab
- Re: STAADIII vs SAP2000, Bill Allen
- Re: MS Word to R14, Bill Allen
- Re: STAADIII vs SAP2000, Lynn Howard
- Re: Masonry Design Programs, Lynn Howard
- Re: Computer Utility recommendation, wish
- Re: STAADIII vs SAP2000, wish
- Re: STAADIII vs SAP2000, wish
- Re: MS Word to R14, Mark Middlebrook
- Computer Utility recommendation - my solution, Williston Warren IV
- Re: STAADIII vs SAP2000, Williston Warren IV
- Re:STAADIII vs SAP2000, T. Eric Gillham
- Re: MS Word to R14, Bill Allen
- Footing Design Program, CanitzCF
- Re: Computer Utility recommendation - my solution, Bill Allen
- Re: STAADIII vs SAP2000, Shafat Qazi
- Re: Footing Design Program, Shafat Qazi
- Re: Computer Utility recommendation - my solution, Drew Morris
- Re: Computer Utility recommendation - my solution, Lew Midlam
- Re: Footing Design Program, Bill Allen
- Re: Computer Utility recommendation - my solution, Bill Allen
- Re: Computer Utility recommendation - my solution, Lew Midlam
- Re: Building Design & Code Enforcement Professionals Survey Announcement, FEMCCLURE
- Re: Footing Design Program, RonR908326
- Non bridge application of Fracture Critical "FCM"?, cadman
- Re: Computer Utility recommendation, Parkerres
- Re: Computer Utility recommendation, Brent Koch
- Re: MS Word to R14, Mark Middlebrook
- Desperately Seeking Drafters, Parkerres
- Re: MS Word to R14, Bill Allen
- Was STAADIII vs SAP2000, now is Risa3D, Ecengrs
- Re: Computer Utility recommendation - my solution, wish
- Re: Computer Utility recommendation - my solution, wish
- Re: Computer Utility recommendation, Arvel L. Williams, P.E.
- Re: Contractor hired Deputy Inspectors -Reply, FredT5
- Re: Stamping Plans - A new question -Reply -Reply, Peter Kim
- Re: Computer Utility recommendation, wish
- Re: Stamping Plans - A new question -Reply -Reply, wish
- Plywood shear walls w/ screws., Steve Privett
- SAP2000, RISA3D, and STAAD, Gregory P. Luth
- Re[2]: STAADIII vs SAP2000, Ed . Haninger
- Re: SAP2000, RISA3D, and STAAD, Chris Towne
- Computer Utility recommendation, Kathleen A. O'Brien
- Fwd: Oppose public employee initiative, Kathleen A. O'Brien
- Re: Contractor hired Deputy Inspectors, Charles Greenlaw
- Plywood shear walls w/ screws., Kathleen A. O'Brien
- re: The World's Shortest Books (Humor), Kathleen A. O'Brien
- Re: Plywood shear walls w/ screws., Steve Privett
- SAP2000, RISA3D, and STA, Roger Turk
- RISA-3D Torsion, etc. (Response to Greg Luth), BRBATES
- Re: SAP2000, RISA3D, and STA, Bill Allen
- Re: Stamping Plans - A new question -Reply -Reply, Brian K. Smith
- RE: SAP2000, RISA3D, and STA, Dennis S. Wish
- Re: SAP2000, RISA3D, and STAAD, Thomas Chiu
- Re: SAP2000, RISA3D, and, Roger Turk
- Re: MS Word to R14, Mark Middlebrook
- Re: MS Word to R14, wish
- Laptop Computers on International Airplanes, Tom . Hunt
- Re: Laptop Computers on International Airplanes, wish
- SAP, RISA3D, STAAD, Gregory P. Luth
- Re: SAP2000, RISA3D, and, Brad
- Plywood shear walls w/ screws., Williston Warren IV
- Re: Computer Utility recommendation - my solution, rnester
- Re: Plan Check Survey - Prop 122 (re - post on Seaoc list), FEMCCLURE
- Re: Computer Utility recommendation - my solution, Lew Midlam
- Re: SAP2000, RISA3D, and STA, John Cannon Jones
- Re: SAP, RISA3D, STAAD, Charley Hamilton
- Re: MS Word to R14, Mark Middlebrook
- SAP2000, RISA3D, and STAAD, Williston Warren IV
- SAP2000, RISA3D, and STAAD, Williston Warren IV
- Re: SAP, RISA3D, STAAD, BRBATES
- Re: Computer Utility recommendation - my solution, wish
- Re: Today, wish
- Re: MS Word to R14, wish
- Re: SAP2000, RISA3D, and STAAD, Juan C. Gray
- concrete parking structure, JChen2250
- STAADIII vs.SAP 2000, Sibco6756
- RE: concrete parking structure, Harold Sprague
- CE or SE - No Arguments, just need some advice!, wish
- Re: CE or SE - No Arguments, just need some advice!, Lew Midlam
- URM - Ledger Connection, wish
- STAADIII vs.SAP 2000, Sibco6756
- Re: CE or SE - No Arguments, just need some advice!, ErnieNSE
- Re: Today (for K.B.), LtTang
- Re: STAADIII vs.SAP 2000, RonR908326
- Re: URM - Ledger Connection, ADSCE
- The Louvre Robery, Karen12959
- Re: URM - Ledger Connection, Amaloyan
- Re: Computer Utility recommendation - my solution, rnester
- Re: STAADIII vs.SAP 2000, BRBATES
- RISA3D, Freilinger, Shawn W
- Re: STAADIII vs.SAP 2000, Ed . Haninger
- CE or SE - No Arguments, just need some advice!, Williston Warren IV
- FEM References, Williston Warren IV
- Re[2]: Laptop Computers on International Airplanes, Tom . Hunt
- Re: URM - Ledger Connection, wish
- Re: CE or SE - No Arguments, just need some advice!, Jeff Smith
- Re[2]: STAADIII vs.SAP 2000, Ed . Haninger
- Re: Re[2]: Laptop Computers on International Airplanes, wish
- Bridges, Chris Towne
- Re: CE or SE - No Arguments, just need some advice!, wish
- CE or SE - No Arguments, just need some advice!, Kathleen A. O'Brien
- Re: CE or SE - No Arguments, just need some advice!, Kathleen A. O'Brien
- Re: Today (for K.B.), Kathleen A. O'Brien
- The Louvre Robery, Kathleen A. O'Brien
- Re: CE or SE - No Arguments, just need some advice!, Lew Midlam
- Advertisement, Shafat Qazi
- Re: Computer Utility recommendation, Resengin
- Re: CE or SE - No Arguments, just need some advice!, James A. Lord
- SANTA CLAUS: An Engineer's Perspective, John Cannon Jones
- RE: SANTA CLAUS: An Engineer's Perspective, Horning, Dick/CVO
- Future Seismic Building Codes, Rodolfo Garcia-Pujador
- Plan Checkers Responsibilites, Jeff Smith
- Re: SANTA CLAUS: An Engineer's Perspective, Arvel L. Williams, P.E.
- Re: SANTA CLAUS: An Engineer's Perspective, wish
- Re: SANTA CLAUS: An Engineer's Perspective, wish
- Re: Plan Checkers Responsibilites, wish
- RE: Stamping Plans - A new question, Caldwell, Stan
- RE: STAADIII vs SAP2000, Caldwell, Stan
- Read This., Shafat Qazi
- Can't do without my Simpson.PDF, wish
- wood framing question, Tarek Mokhtar
- RE: wood framing question, Dennis S. Wish
- Re: wood framing question, Sam Chang
- Free Autocad R14 viewer for Windows95., wish
- Re: wood framing question, wish
- Re: STAADIII vs SAP2000, John Bryan
- RE: Bridges, Powers, Tony
- RISA Products (for B. Bates), LtTang
- RE: Can't do without my Simpson.PDF, WTCA
- Re: Re: MS Word to R14, Richard Lewis
- Re: RISA Products (for B. Bates), Ecengrs
- Staad Vs Sap2000, Jack J. Ajrab
- Tallest Zone 4 RC Building, T. Eric Gillham
- Re: Tallest Zone 4 RC Building, FEMCCLURE
- SAP2000, RISA3D and STAAD, Studio Negrini
- Re: Tallest Zone 4 RC Building, YHHoLACO
- Re: wood framing question, Jim Warne
- Structural Engineering Related Links, suresh
- Re: wood framing question, wish
- Re: Structural Engineering Related Links, wish
- Re: Tallest Zone 4 RC Building, John F. Jones
- Super Typhoon Paka, T. Eric Gillham
- Plan Checkers Responsibilites, Kathleen A. O'Brien
- wood framing question, Kathleen A. O'Brien
- Smile!, Kathleen A. O'Brien
- Another Reason to be Grateful, Bill Allen
- Re: Another Reason to be Grateful, wish
- Re: wood framing question, wish
- Re: Structural Engineering Related Links, Mcsherrygp
- Tallest Zone 4 RC Building, TanerJ
- Plan Checkers Responsibilites -Reply, Peter Kim
- Re: Tallest Zone 4 RC Building, BaumnEngrg
- Traditional Timber Frame House, Brandon Erickson
- RE: SAP2000, RISA3D and STAAD, Horning, Dick/CVO
- THE GOLD BOX, Sam Love
- Re: Traditional Timber Frame House, John Bryan
- Re: Another Reason to be Grateful, FEMCCLURE
- Wood Rot, Tom . Hunt
- Re: Wood Rot, Jeff Smith
- RE: Wood Rot, Harold Sprague
- Re: Wood Rot, JOHN HUBERT
- Re: MTEXT / MS Word to R14, Mark Middlebrook
- Re: Wood Rot, wish
- Re: Traditional Timber Frame House, wish
- MISC - Computer File Storage, CanitzCF
- Re: MISC - Computer File Storage, wish
- Re: Tallest Zone 4 RC Building, Martin, Bravo, & Chock, Inc.
- Suggestion on LRFD book, Sam Chang
- Re: Traditional Timber Frame House, Drew Morris
- RE: MISC - Computer File Storage, John Cannon Jones
- CMAA contact, W. Gray Hodge
- RE - CMAA contact, Jerry W. King
- RE - CMAA contact, Tom . Hunt
- Re: Wood Rot, Tom . Hunt
- RE: STAADIII vs SAP2000, Caldwell, Stan
- RE: CMAA contact, Horning, Dick/CVO
- RE: STAADIII vs SAP2000, Horning, Dick/CVO
- Re: Traditional Timber Frame House, wish
- Re: CMAA contact, Mark Oakford - Structural Engineer
- Light gauge structural guidelines publ. by SEAOH, Randall J. Bravo, S. E.
- Re: CMAA contact, Scott A Jensen
- Need advise on adding tension rod to wood beam to control deflection, wish
- Re: Need advise on adding tension rod to wood beam to control deflection, Michael Donoghue
- ATC-20 Seminar, Jill T. Shuttleworth, P.E., S.E.
- Wood: Using 2x ledger in Conventional framing, wish
- Re: Suggestion on LRFD book, MRodrig273
- Re: MISC - Computer File Storage, Paul McEntee
- Freq Asked Questions (FAQ), Shafat Qazi
- Re: Suggestion on LRFD book, Drew Morris
- Re: Need advise on adding tension rod to wood beam to control deflection, Steve Privett
- Re: Suggestion on LRFD book, Rick . Drake
- Re: wood framing question, Bill Cain, S.E.
- Wood: Using 2x ledger in, Roger Turk
- Re: Tallest Zone 4 RC Building, Martin, Bravo, & Chock, Inc.
- Re: Stamping Plans - A new question, Bill Sherman
- Re: Need advise on adding tension rod to wood beam to control deflection, wish
- Re: Wood: Using 2x ledger in, wish
- Columns with less then 1% vert. reinforcement, Sam Chang
- Book/Journals Donations, Wira Tjong
- Re: Light gauge structural guidelines publ. by SEAOH, FEMCCLURE
- File Backups, Tom . Hunt
- Re: Light gauge structur, Roger Turk
- Plywood I Joist Question, Tarek Mokhtar
- Re: Wood: Using 2x ledger in, BCA SE1356
- Re: Wood: Using 2x ledger in, wish
- Re: Light gauge structur, Drew Morris
- Re: Light gauge structur, CanitzCF
- Carbon Fibre Reinforced Plastics, GERRY LYNN
- Re: Need advise on adding tension rod to wood beam to control deflection, Geiger Engineers
- Re: Need advise on adding tension rod to wood beam to control deflection, Lew Midlam
- Light ga. steel publ., Randall J. Bravo, S. E.
- Re: Super Typhoon Paka, John F. Jones
- Re: Columns with less then 1% vert. reinforcement, MJSLAYSMAN
- Concrete Expert Witnesses, John F. Jones
- Re: Concrete Expert Witnesses, OAJARADAT
- Specifications for Stucco repair, OAJARADAT
- Re: Super Typhoon Paka, Kathleen A. O'Brien
- Concrete topping slab, JChen2250
- RE: Concrete topping slab, Horning, Dick/CVO
- timber framers guild, Brandon Erickson
- Re: timber framers guild, Smikeng
- Re: Concrete topping slab, JDMACKPE
- Re: MISC - Mill Certification/Higher Yield Stress, MGriffi119
- Re: Concrete topping slab, JChen2250
- Re: Concrete Expert Witnesses, MGriffi119
- RE: Concrete topping slab, John Cannon Jones
- Re[2]: MISC - Mill Certification/Higher Yield Stress, Daniel . Bernd
- FW: WebWorks Vol.2 No. 9, John Cannon Jones
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, Stewart, Warren
- Re: MISC - Mill Certification/Higher Yield Stress, Ron Hamburger
- Re: SAP, RISA3D, STAAD - Master/Slave Relationships, BRBATES
- Mater-Slave, Gregory P. Luth
- Re: Super Typhoon Paka, Jim Warne
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