SEAINT Mail Archive 1997 (Jul-Sep)
Civil and Structural Engineering discussions by date
www.seaintarchive.org- About this archive / Index
- Messages sorted by: [Thread] [Subject] [Author]
Custom Search
Messages: 1037
- RE: signing plans by others -Reply*15, Horning, Dick/CVO
- Re: HP48G, Stan Johnson
- Re: signing plans by others -Reply*15, Bill Allen, S.E.
- Seaoc mail archive, Ajay Ray
- plotter in a small office, Ajay Ray
- [no subject], Ajay Ray
- RE: signing plans by others, Jensen, Wade
- Re: signing plans by others, Lynn Howard
- Re: 3D CAD Program?, dennismc
- RE: signing plans by others, Dennis S. Wish PE
- ATC-40 Report, "Seismic Evaluation and Retrofit of Concrete Buildings.", FEMCCLURE
- Re: plotter in a small office, PRSE
- Re: plotter in a small office, Joe McCormick
- Re: signing plans by others, bcain
- Re: signing plans by others, dennismc
- Re: computer program, Jim Dane
- Re: Seminar subjects, Jim Dane
- Approx. moments by ACI code, Dan Vines
- RE: Approx. moments by ACI code, Horning, Dick/CVO
- Re: Approx. moments by ACI code, Richard Lewis
- Re: Approx. moments by ACI code, Julio Guerra - Chief Struct. Eng.
- Wood on Steel Studs, sacrosby
- Inspection Practice for Anchors, CarlS95
- Re: Wood on Steel Studs, Cengrx2
- Re: AN - Holdown Placement, Ken Reed
- Re: Wood on Steel Studs, Amaloyan
- Re: AN - Holdown Placement, Dennis S. Wish PE
- Re: Wood on Steel Studs, Dan Vines
- Re: Wood on Steel Studs, John Lawson
- BSSC Second Ballot on NEHRP Guidelines on the NEHRP Guidelines for the Seismic, FEMCCLURE
- BSSC Second Ballot on NEHRP Guidelines for the Seismic Rehabilitation of Existin, FEMCCLURE
- Re: Wood on Steel Studs, Cengrx2
- anchor bolts, terrence turner
- New URL for Email Archives, Shafat Qazi
- Re: New URL for Email Archives, Dennis S. Wish PE
- Re: New URL for Email Archives, Bill Allen, S.E.
- Re: anchor bolts, Paul Mariai
- ED (education?) RE: Seminar subjects, Sandy Pringle
- Re: AN - Holdown Placement, PRSE
- Re: Wood on Steel Studs, PRSE
- Re: Wood on Steel Studs -Reply, John Armijo
- CMU, Mark Baker
- Re: computer program, JOHN HUBERT
- New URL for Email Archives, sacrosby
- Re: computer program, Bill Allen, S.E.
- Re: Wood on Steel Studs, FredT5
- Re: computer program, Charley Hamilton
- Re[2]: computer program, JOHN HUBERT
- Re: CMU, PRSE
- Wood on Steel Studs, Dave Morris
- Re: computer program, Roger Turk
- CMU, Dave Morris
- RE: Wood on Steel Studs, Dennis S. Wish PE
- suggest add archive URL to "trailer", Dave Evans
- Re: computer program, Bill Allen, S.E.
- Re: computer program, David L Stephens
- Re: CMU, PRSE
- Re: Wood on Steel Studs -Reply, Tim McCormick
- Re: anchor bolts, COEngineer
- Re: computer program, Bill Allen, S.E.
- Re: computer program, Christopher Wright
- Re: computer program, Roger Turk
- Re: CMU, Mark Baker
- Re: computer program, Bill Allen, S.E.
- Re: CMU, BCASE1356
- Re: CMU, PRSE
- RE: New URL for Email Archives, Caldwell, Stan
- Question regarding SEAOH, Adrienne Furnas
- Balcony Repair, ASLCSE
- Re: Question regarding SEAOH, Tarek
- Bridge Questions, chris towne
- Re: HP48G, Valerie T Eskelsen
- Re: CMU, BCASE1356
- Re: New URL for Email Archives - Thanks !!!, rangelow.peter
- Re: CMU, PRSE
- Re: Bridge Questions, Bill Sherman
- Re: computer program, Andrew Goh
- Re: computer program, Dirk Harms-Merbitz
- Re: Bridge Questions, Roger Turk
- Re: computer program, Adam Koczarski
- Re: CMU, Alexander (Sasha) Itsekson
- Re: CMU, Mark Baker
- Re: computer program, Dr. Ravi Sinha
- Wood on steel studs., sacrosby
- Re: CMU, Mark Baker
- URM: Shear and Tied Veneer Walls, Dennis S. Wish PE
- Re: computer program, Roger Turk
- Re: Shear and Tied Veneer Walls, Bill Allen, S.E.
- Re: computer program, Bill Allen, S.E.
- Epoxy Anchors, Harry Jones
- Re: Wood on steel studs., Dan Vines
- RE: Bridge Questions, nmends
- Re: Bridge Questions, nmends
- Re: computer program, Roger Turk
- Re: URM: Shear and Tied Veneer Walls, Thomas Chiu
- Re: URM: Shear and Tied Veneer Walls, PRSE
- Re: CMU, BCASE1356
- Re: computer program, Ken Reed
- Re: URM: Shear and Tied Veneer Walls, Amaloyan
- Unauthorized Use of Competitors Names, Shafat Qazi
- Re: Question regarding SEAOH, James A. Adams
- Re: Epoxy Anchors, PRSE
- Re: Bridge Questions, Scott A Jensen
- new steel stud=flexible, stronger, Michael E. Horn
- Re: Bridge Questions, Roger Turk
- Wood truss, Ed . Haninger
- Re: Wood truss, PRSE
- Re: Wood truss, Jill T. Shuttleworth, P.E., S.E.
- Re: URM: Shear and Tied Veneer Walls, Alexander (Sasha) Itsekson
- Re: Wood truss, Lew Midlam
- CONC Slab Uplift, Sickler
- Re: Bridge Questions, Edwin Schmeckpeper
- WD - 1 1/8 " plywood pressure treatment, Jim Dane
- Re: CONC Slab Uplift, Jim Dane
- Re: CONC Slab Uplift, Bill Allen, S.E.
- Re: CONC Slab Uplift, JOHN HUBERT
- PAGANI GEOTECHNICAL EQUIPMENT, pagani geotechnical equipment
- Re: Unauthorized Use of Competitors Names, Christopher Wright
- Re: CONC Slab Uplift, Thomas Chiu
- Re: CONC Slab Uplift, Jim Dane
- Re: CONC Slab Uplift, Bill Allen, S.E.
- CMU - Need help with Temporary bracing of 40'-0" tall x 12" CMU walls, Dennis S. Wish PE
- RE: Wood truss, Dennis S. Wish PE
- Re: CONC Slab Uplift, Joe McCormick
- Re: CONC Slab Uplift, Lew Midlam
- Re: CMU - Need help with Temporary bracing of 40'-0" tall x 12" CMU walls, Lynn Howard
- Re: WD - 1 1/8 " plywood pressure treatment, -==maura==-
- Re: Very Best Calculator, Jim Warne
- (no subject), Lew Midlam
- Re[2]: WD - 1 1/8 " plywood pressure treatment, JOHN HUBERT
- RE: (no subject), Caldwell, Stan
- Bolted steel connections -- flame-cut holesl, NRoselund
- Re: CONC Slab Uplift, Sickler
- Re: CONC Slab Uplift, Bill Allen, S.E.
- Re: (no subject), Lew Midlam
- Re: CONC Slab Uplift, bcain
- Re: CONC Slab Uplift, Jim Dane
- Re: CONC Slab Uplift, Bill Sherman
- Re: CONC Slab Uplift, Roger Turk
- Re: CONC Slab Uplift, Thomas Chiu
- RE: (no subject), Caldwell, Stan
- Re[3]: WD - 1 1/8 " plywood pressure treatment, Ed . Haninger
- Re: CONC Slab Uplift, Lew Midlam
- Re: WD - 1 1/8 " plywood pressure treatment, Cengrx2
- win95, Mark Baker
- win95, Mark Baker
- Re: win95, Shafat Qazi
- Online, Drew Morris
- Re: CONC Slab Uplift, Stan Johnson
- Re: win95, SWJanitor
- Re: CONC Slab Uplift, BCainse
- Re: win95, Arvel L. Williams, P.E.
- Re: Online, Dennis S. Wish PE
- Re: win95, Richard Lewis
- Re: win95, Dennis S. Wish PE
- Re: win95, Bill Polhemus
- Re: WD - 1 1/8 " plywood pressure treatment, John Rose
- shareware, Mark Baker
- Epoxy Anchors, Harry Jones
- Re: shareware, Roger Turk
- Re: CONC Slab Uplift, Tarek
- Re: CONC Slab Uplift, bcain
- Re: CONC Slab Uplift, Tarek
- Re: shareware, Mark Baker
- URL for COA utility, Dan Vines
- Floor Vibrations, chris towne
- RE: shareware, Dennis S. Wish PE
- Load Combinations using Strength Design, Bruce Hopper
- Re: Floor Vibrations, Dr. Ravi Sinha
- Re: Floor Vibrations, Rick . Drake
- Re: Floor Vibrations, Martin Johnson
- Re: CONC Slab Uplift, bcain
- Advice, Michael D Zaitz
- UBC - Discrepancies between various printings, bcain
- RE: Advice, nmends
- Re: Advice, Bill Allen, S.E.
- Re: Advice, Randy Vogelgesang
- Re: Advice on PE vs SE, Bill Sherman
- Re: Advice, L. Owen
- RE: UBC - Discrepancies between various printings, Dennis S. Wish PE
- Re: Advice, Thomas Chiu
- Q) LIST SERVER for SAP90 ???, eigens
- Re: UBC - Discrepancies between various printings, PRSE
- Re: Advice, Bill Allen, S.E.
- Re: UBC - Discrepancies between various printings, Bill Allen, S.E.
- Re: Bolted steel connections -- flame-cut holesl, Rick . Drake
- Re: UBC - Discrepancies between various printings, bcain
- Re: UBC - Discrepancies between various printings, Neil Moore
- Re: Advice, Roger Turk
- RE: Advice, Powers, Tony
- Re: UBC - Discrepancies between various printings, Bill Allen, S.E.
- Re: UBC - Discrepancies between various printings, Bill Allen, S.E.
- Re: Advice, Bill Allen, S.E.
- Subject:UBC - Discrepancies between various printings, Ian Robertson
- 3-10% error in nail tables, BVeit
- RE: Subject:UBC - Discrepancies between various printings, Dennis S. Wish PE
- RE: 3-10% error in nail tables, Dennis S. Wish PE
- Re: 3-10% error in nail tables, bcain
- Software - Upgraded Lateral Spreadsheet now available - Announcement of New Prof. Journal, Dennis S. Wish PE
- Re: 3-10% error in nail tables, Stan Johnson
- Re: 3-10% error in nail tables, Stan Johnson
- Bridge Building, Hess Engineering
- Re: Floor Vibrations, chris towne
- Re: Floor Vibrations, Lew Midlam
- FIRE - Fire damage to unreinforced brick wall., Stan Johnson
- "special" concentric braced frame-indirect lateral support of be, Dave Evans
- Re: 3-10% error in nail tables, Randy Vogelgesang
- Re: Advice SE vs. PE, Dave Morris
- Re: FIRE - Fire damage to unreinforced brick wall., Amaloyan
- RE: Basement Walls, Sprague, Harold O.
- Re: Floor Vibrations, Greg Varney
- Re[2]: Basement Walls, JOHN HUBERT
- Re: Floor Vibrations, Sprague, Harold O.
- Re: FIRE - Fire damage to unreinforced brick wall., Roger Turk
- Re: Floor Vibrations, Dr. Ravi Sinha
- Re: Basement Walls, Thomas Chiu
- Re[2]: Basement Walls, Sprague, Harold O.
- RE: Basement Walls, Dennis S. Wish PE
- RE: FIRE - Fire damage to unreinforced brick wall., Dennis S. Wish PE
- Advice for Professional Journal - Independent A&E, Dennis S. Wish PE
- Re: Floor Vibrations, PRSE
- information, Saleseagle
- Re: 3-10% error in nail tables, Stan Johnson
- Re: Basement Walls, Stan Johnson
- Finite Element Programs, Michael D Zaitz
- RE: Basement Walls, Jensen, Wade
- Re: FIRE - Fire damage to unreinforced brick wall., Jill T. Shuttleworth, P.E., S.E.
- Re: Basement Walls, Bill Allen, S.E.
- Re: FIRE - Fire damage to unreinforced brick wall., PRSE
- Re: Basement Walls, Joe McCormick
- Re: raising sunken structures, Jim Warne
- Re: FIRE - Fire damage to unreinforced brick wall., Amaloyan
- Basement walls, Cengrx2
- RE: Basement Walls -Reply, Tim McCormick
- Re: raising sunken structures, Saleseagle
- Re: FIRE - Fire damage to unreinforced brick wall., Roger Turk
- Architectural Engineering, Michael D Zaitz
- RE: Architectural Engineering, Dennis S. Wish PE
- Re: Architectural Engineering, Charley Hamilton
- Diaphragms, Mark Baker
- RE: Architectural Engineering, John Cannon Jones
- RE: Architectural Engineering, Michael_Ross%URSGREINER
- RE: Architectural Engineering, Sprague, Harold O.
- z factor for crack control, Jensen, Wade
- Re: Architectural Engineering, Steve Privett
- Fwd: information, Saleseagle
- IN CASE OF EMERGENCY, Shafat Qazi
- RE: Architectural Engineering, Stephanie L Austad
- Re: Architectural Engineering, Mark Baker
- Re: IN CASE OF EMERGENCY, Cengrx2
- Re: z factor for crack control, Roger Turk
- Need opinion on wood framed ledger connection, Dennis S. Wish PE
- Re: Advice, MGriffi119
- Galvanized Box Nails and Common Nails, BCASE1356
- RE: AE?, Caldwell, Stan
- Raising of structures, Saleseagle
- Residential Design Load, Cengrx2
- Re: z factor for crack control, Bill Allen, S.E.
- RE: z factor for crack control, Sprague, Harold O.
- Residential Design Load -Reply, Gregg Schrader
- PML Studies, Dirk Bondy
- z factor for crack control, Tom . Hunt
- Re: z factor for crack control, Cengrx2
- Re: z factor for crack control, TVDEsq
- Re: z factor for crack control, markah
- RE: Raising of structures, Dennis S. Wish PE
- RE: Galvanized Box Nails and Common Nails, Dennis S. Wish PE
- Re: Galvanized Box Nails and Common Nails, John Lawson
- Re: z factor for crack control, PRSE
- Re: z factor for crack control, Bill Allen, S.E.
- RE: Structural Engineering Association, Horning, Dick/CVO
- Structural Engineering Association, Saleseagle
- RE: Structural Engineering Association, Caldwell, Stan
- Re: Structural Engineering Association, dennismc
- Special concrete requirement in City of Los Angeles, Tat M. Leung
- RE: Structural Engineering Association, Sprague, Harold O.
- Re: Structural Engineering Association, Saleseagle
- Re: Structural Engineering Association, SEAOSC
- Re: Structural Engineering Association, Lew Midlam
- Re: Need opinion on soil condition, Tarek
- Re: z factor for crack control, JAMES L. DANCER
- RE: Need opinion on soil condition, Horning, Dick/CVO
- Concrete Pile Damage, Bruce Swanney
- Re: Need opinion on soil condition, Arvel L. Williams, P.E.
- Re: Structural Engineering Association, SWJanitor
- Disney Concert Building, David Owens
- Bolted Column Splices UBC Earthquake Zone 3 (High Risk), Eqbal M. Kassam
- Re: SE Exam Review Course, Eric L Anderson
- ACI Reinforcement in Moderate Seismic Seismic Zone - "Pedestal" Tie Spacing, Eqbal M. Kassam
- Re: Special concrete requirement in City of Los Angeles, Sandy Pringle
- Flaming Bhima, Bob Shilling
- CONC - Stripping of Deck Forms, PRSE
- RE: Need opinion on soil condition, Horning, Dick/CVO
- Re: Structural Engineering Association, Paul G. Adams
- Wood framed walls, Dan Estabrooks
- Re: Structural Engineering Association, Kang-Ning Li
- Expansive soils in TX, Dan Vines
- Re: Structural Engineering Association, Lew Midlam
- Re: CONC - Stripping of Deck Forms, Thomas Chiu
- RE: CONC - Stripping of Deck Forms, Dennis S. Wish PE
- RE: Expansive soils in TX, Caldwell, Stan
- Re: ACI Reinforcement in Moderate Seismic Seismic Zone - "Pedestal" Tie Spacing, Thomas Chiu
- Re: Wood framed walls, Patrick J. Quinn
- Concrete Pile Damage, Bruce Swanney
- Dynamic Wind Effects, BVeit
- Re: Need opinion on soil condition, Arvel L. Williams, P.E.
- Re: Wood framed walls, BCASE1356
- Re: CONC - Stripping of Deck Forms, Ken Reed
- Re: z factor for crack control, TVDEsq
- Re: CONC - Stripping of Deck Forms, BCASE1356
- Re: RE: CONC - Stripping of Deck Forms, Rhkratzse
- Re: Dynamic Wind Effects, Glauco
- Re: CONC - Stripping of Deck Forms, Bill Sherman
- Re: CONC - Stripping of Deck Forms, dennismc
- Re: Wood framed walls, PRSE
- LOAD - Golf Tees, PRSE
- Re: Wood framed walls, Bill Cain, S.E.
- Re: LOAD - Golf Tees, Bill Cain, S.E.
- Re: LOAD - Golf Tees, Edwin Schmeckpeper
- RE: LOAD - Golf Tees, Caldwell, Stan
- COMP: Help! I Need Bridge Design Software., Ecengrs
- Re: LOAD - Golf Tees, Bill Allen, S.E.
- Re: Structural Engineering Association, Jill T. Shuttleworth, P.E., S.E.
- Re: COMP: Help! I Need Bridge Design Software., Sibco6756
- Re: LOAD - Golf Tees, Lew Midlam
- RE: CONC - Stripping of Deck Forms, Sprague, Harold O.
- Re: LOAD - Golf Tees, Ken Reed
- Dynamic Wind Effects -Reply, John Armijo
- Roark & other formulas for stress and strain, Dave Evans
- RE: Dynamic Wind Effects, Estes, Kent R.
- Re: Roark & other formulas for stress and strain, Lew Midlam
- Re: Roark & other formulas for stress and strain, Christopher Wright
- Re: Roark & other formulas for stress and strain, Dave Evans
- Re: Roark & other formulas for stress and strain, Lew Midlam
- Design of Irregular RCC Sections by ACI 318-95, Central Computing Facility
- Re: Wood framed walls, John Lawson
- Re: LOAD - Golf Tees, Barry H. Welliver
- RE: Dynamic Wind Effects, Neil Moore
- RE: Dynamic Wind Effects, Bill Sherman
- Re: Wood framed walls, Robert Kazanjy
- New Welding Innovation, Scott Funderburk
- Re: Wood framed walls, Jim Adams
- Re: LOAD - Golf Tees, Y. Henry Huang
- New Welding Innovation -Reply, Tim McCormick
- Re: CONC - Stripping of Deck Forms, Stan Johnson
- Re: Concrete Pile Damage, Stan Johnson
- Re: New Welding Innovation -Reply, Ken Reed
- RE: Roark & other formulas for stress and strain, Sprague, Harold O.
- FW: Dynamic Wind Effects, Sprague, Harold O.
- Re: Basement Walls, DCDFLMAIL
- Braced frame questions, Jeff Smith
- bolted steel connections -- mis-aligned bolts in tension, NRoselund
- Re: Wood framed walls, NRoselund
- Column Web Doubler Plate on both sides, Eqbal M. Kassam
- Re: Basement Walls, Cengrx2
- Re: Column Web Doubler Plate on both sides, Tarek
- Ethics 101, r marmaduke
- Re: Ethics 101, Lynn Howard
- DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Stan Johnson
- Re: Column Web Doubler Plate on both sides, Edwin Schmeckpeper
- Re: Column Web Doubler Plate on both sides, BCASE1356
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Lynn Howard
- Re: Basement Walls, RJConley
- $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, HARRISENGR
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Mark Codispoti
- Re: Wood framed walls, Joe McCormick
- Re: Ethics 101, Christopher Wright
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own, Christopher Wright
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, r marmaduke
- Re: Wood framed walls, r marmaduke
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, r marmaduke
- Re: Basement Walls, Rudra Nevatia
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Lynn Howard
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Bill Allen, S.E.
- Re: Ethics 101, Neil Moore
- Re: Wood framed walls -Reply, Tim McCormick
- plan check ethics, BVeit
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own, Stan Johnson
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Randy Vogelgesang
- Diaphragms, Mark Baker
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own, Christopher Wright
- Diaphragms -Reply, Gregg Schrader
- re: Diaphragms, jmanios
- Re: Diaphragms, Dennis S. Wish PE
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, HARRISENGR
- Re: Diaphragms -Reply, Mark Baker
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Lynn Howard
- First Forensic Engineering Congresss, Shafat Qazi
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, PRSE
- Re: Diaphragms, jmanios
- Re: Diaphragms, dennismc
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Mark Codispoti
- Re: plan check ethics, Theodore H. Partrick, Jr.
- Re: plan check ethics, Jeff Smith
- Fire Resistive Assembly-- OSPHD Review, Lanny Flynn
- Re: Plan Check Ethics & an extended riff, BVeit
- Test, Roger Turk
- RE: Test, Horning, Dick/CVO
- Earthquake-resistant architecture, Dr. Ravi Sinha
- Steel Connections, Harry Jones
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, r marmaduke
- Re: Plan Check Ethics & an extended riff, Neil Moore
- Special Pile Requirements in Zones 3 and 4, Dave Evans
- Re: Plan Check Ethics & an extended riff -Reply, Gregg Schrader
- RE: Steel Connections, Sprague, Harold O.
- Re: Steel Connections, Rick . Drake
- Re: Special Pile Requirements in Zones 3 and 4, Rick . Drake
- Re: Plan Check Ethics & an extended riff, Randy Vogelgesang
- Re: Diaphragms, Cengrx2
- Re: Diaphragms, Stan Johnson
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Lynn Howard
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Bill Allen, S.E.
- Re: plan check ethics, Bill Allen, S.E.
- Thanks, PRSE
- CODE - Santa Monica Retrofit, PRSE
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Randy Vogelgesang
- Scaffold Design Loads, Powers, Tony
- FW: CODE - Santa Monica Retrofit, Sprague, Harold O.
- Re: Diaphragms, jmanios
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Bill Allen, S.E.
- STEEL -Check of Beam with Bent Flange, Michael D Zaitz
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Lynn Howard
- FEE Survey, Thomas Chiu
- Re: CODE - Santa Monica Retrofit, Lynn Howard
- Retaining Wall Question, Kevin McCune
- Re: FEE Survey, Bill Allen, S.E.
- Re: Retaining Wall Question, PRSE
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Randy Vogelgesang
- Re: Retaining Wall Question, Bill Allen, S.E.
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Randy Vogelgesang
- Re: FEE Survey, Lynn Howard
- Re: FEE Survey, r marmaduke
- Re: Retaining Wall Question, Bill Allen, S.E.
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Lynn Howard
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Bill Allen, S.E.
- Re: CODE - Santa Monica Retrofit, Bill Allen, S.E.
- RE: Steel - Beam with bent compression flange, Lanny Flynn
- Re: FEE Survey, Jeff Smith
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Randy Vogelgesang
- Re: Apple OS FEM programs, r marmaduke
- Apple OS FEM programs, Vishnu Joshi
- Re: FEE Survey, r marmaduke
- Re: FEE Survey, Joe McCormick
- Re: FEE Survey -Reply, Tim McCormick
- Re: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, MJSLAYSMAN
- Re: FEE Survey, MJSLAYSMAN
- Re: CODE - Santa Monica Retrofit, Dennis S. Wish PE
- Re: Apple OS FEM programs, Christopher Wright
- Re: Flaming Bhima, JAMES L. DANCER
- Re: Plan Check Ethics & an extended riff, Norman Brudigam
- Re: Ethics 101, MGriffi119
- Re: Diaphragms, Amaloyan
- Re: Retaining Wall Question, Barry H. Welliver
- Re: FEE Survey, Bill Allen, S.E.
- Re: Ethics 101, Lynn Howard
- Re: FEE Survey, Rhkratzse
- RE: FEE survey, Thomas Chiu
- Re: Ethics 101, Sprague, Harold O.
- Re: Retaining Wall Question, Kevin McCune
- RE: $$ CHARGES FOR B &S PLAN CHECK CORRECTIONS, Caldwell, Stan
- Re: RetainPro, Bill Allen, S.E.
- Re: FEE Survey, r marmaduke
- Re: Diaphragms, Stan Johnson
- Re: FEE Survey, Jeff Smith
- Re: Retaining Wall Question, Stan Johnson
- Re: Bids, Ken Reed
- Re: Diaphragms, Amaloyan
- Apology to Tony ... This morning: again 30+ copies of his mail..., rangelow.peter
- Re: Retaining Wall Question, PRSE
- Re: Retaining Wall Question, Barry H. Welliver
- Re: Retaining Wall Question, Bill Allen, S.E.
- RE: Apology to Tony ... This morning: again 30+ copies of his mai l..., Powers, Tony
- Re: RetainPro, Bill Allen, S.E.
- Re: Retaining Wall Question -Reply, Tim McCormick
- RE: Retaining Wall Question -Reply, Estes, Kent R.
- Re: FEE Survey -Reply, Joe McCormick
- dynamic analysis, Julio Guerra - Chief Struct. Eng.
- Enercalc's Structural Engineering Library Survey, Bill Allen, S.E.
- Enercalc Excel Spreadsheet, Kevin McCune
- Re: Diaphragms -Reply, Gregg Schrader
- Re: FEE survey, JDMACKPE
- Re: Retaining Wall Question -Reply, Stan Johnson
- Re: Enercalc's Structural Engineering Library Survey, Stan Johnson
- Re: FEE Ethics 101, Stan Johnson
- Re: Diaphragms, Stan Johnson
- Re: Enercalc's Structural Engineering Library Survey, Dennis S. Wish PE
- Re: Enercalc's Structural Engineering Library Survey, Drew Morris
- Re: dynamic analysis, BCASE1356
- Re: FEE Ethics 101, Thomas Chiu
- Re: Enercalc's Structural Engineering Library Survey, Bill Allen, S.E.
- Re: FEE Ethics 101, Lew Midlam
- Re: Enercalc's Structural Engineering Library Survey, Neil Moore
- Re: Enercalc's Structural Engineering Library Survey, Dennis S. Wish PE
- Wood: Stronger lateral design measures vs. improved construction, Dennis S. Wish PE
- Re: Enercalc's Structural Engineering Library Survey, Brent Koch
- SEAOC Convention, SEAOCC
- Software Survey, Retaining Wall Design, Plan Checkers, Bill Allen, S.E.
- Re: Software Survey, Retaining Wall Design, Plan Checkers, Dennis S. Wish PE
- Re: Dynamic Wind Effects -Reply, dkbansal
- Re: Thanks, BCainse
- Cast Iron, Cengrx2
- Re: Cast Iron, Neil Moore
- RE: Ethics 101, Dennis S. Wish PE
- RE: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Dennis S. Wish PE
- RE: Wood framed walls, Dennis S. Wish PE
- Re: Diaphragms -Reply, John Lawson
- Re: Wood: Stronger lateral design measures vs. improved construction, Amaloyan
- Enercalc SEL v5.0, Lawrence_Smith%URSGREINER
- Re: Ethics 101, Bill Allen, S.E.
- RE: Diaphragm reply, Thomas Chiu
- RE: Retaining Wall Question -Reply, Harry Jones
- Steel Conn in 1926 Bldg, CPCeng
- Masonry: Epoxy-injection for shear repair?, Livingston, Michael
- Re: Enercalc's Structural Engineering Library Survey, Tom Schaniel
- Re: FEE Survey (Reply to R Marmaduke's Insurance Post), Tom Schaniel
- Re: Masonry: Epoxy-injection for shear repair?, r marmaduke
- $FEES, Capitalism, etc., BVeit
- RE: Wood: Stronger lateral design measures vs. improved construction, Dennis S. Wish PE
- Re: $FEES, Capitalism, etc., Bill Allen, S.E.
- Re: $FEES, Capitalism, etc., Christopher Wright
- passive pressure for retaining wall, Dave Anderson
- Re: $FEES, Capitalism, etc., r marmaduke
- RE: DRFT - Dedicated Drafters vs. Engineers Drafting Their, MIKE RITTER
- RE: Steel Conn in 1926 Bldg, Powers, Tony
- ST - Minimum Connections, RJConley
- Re: $FEES, Capitalism, etc., Bill Allen, S.E.
- Re: $FEES, Capitalism, etc., Bill Allen, S.E.
- Re: passive pressure for retaining wall, Richard Lewis
- Re: SE Exam Review Course, TanerJ
- RE: Steel Conn in 1926 Bldg, Neil Moore
- Unreinforced Foundations, BVeit
- Lawrence Smith/URS Greiner/Enercalc SEL v5.0, Michael Brooks
- RE: Masonry: Epoxy-injection for shear repair?, Sprague, Harold O.
- Re: Unreinforced Foundations, Brent Koch
- RE: Steel Conn in 1926 Bldg, Edwin Schmeckpeper
- Structural Project, GERRY LYNN
- Re: $FEES, Capitalism, etc., Christopher Wright
- Masonry: Epoxy-injection for shear repair?, Brian Kehoe
- RE: CONC - Stripping of Deck Forms, Gregory P. Luth
- RE: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Gregory P. Luth
- Re: Structural Project, Thomas Chiu
- RE: Stripping of Deck Forms, Thomas Chiu
- Re: passive pressure for retaining wall, Dave Anderson
- Re: DRFT - Dedicated Drafters vs. Engineers Drafting Their Own Stuff, Dan Vines
- Re: Masonry: Epoxy-injection for shear repair?, Sandy Pringle
- Earthquake provisions for Private Day Care Facilities, James A. Lord
- Re: Masonry: Epoxy-injection for shear repair?, Sprague, Harold O.
- ST-Light Gage Tube Design, Michael D Zaitz
- Re:Enercalc SEL v.5.0, Lawrence_Smith%URSGREINER
- Re: Re:Enercalc SEL v.5.0, Bill Allen, S.E.
- Re: ST-Light Gage Tube Design, Dave Anderson
- Re: Unreinforced Foundations, NRoselund
- [Fwd: passive pressure for retaining wall], Dave Anderson
- Re: Masonry: Epoxy-injection for shear repair?, Mark Harper
- Re: [Fwd: passive pressure for retaining wall], JohnOttCE
- RE: [Fwd: passive pressure for retaining wall], Liu, Kenneth
- MASN - CUTTING OPENING IN EXISTING CMU WALL, Richard Lewis
- Re: [Fwd: passive pressure for retaining wall], Dave Anderson
- [Fwd: passive pressure for retaining wall], Dave Anderson
- RE: MASN - CUTTING OPENING IN EXISTING CMU WALL, James Hagensen
- Re: [Fwd: passive pressure for retaining wall], Barry H. Welliver
- RE: MASN - CUTTING OPENING IN EXISTING CMU WALL, Sprague, Harold O.
- Re: MASN - CUTTING OPENING IN EXISTING CMU WALL, Theodore H. Partrick, Jr.
- FW: MASN - CUTTING OPENING IN EXISTING CMU WALL, James Hagensen
- Re: [Fwd: passive pressure for retaining wall], Stan Johnson
- Re: MASN - CUTTING OPENING IN EXISTING CMU WALL, Rajendran
- Re: [Fwd: passive pressure for retaining wall], Rajendran
- Adobe Research, MJSLAYSMAN
- Re: Adobe Research, Raghu Pendyala
- Re: Adobe Research, Dr. Ravi Sinha
- MISC - Residential Roof Balcony, Cengrx2
- Re: Adobe Research, MJSLAYSMAN
- Our Email Archive, Shafat Qazi
- ???steel EBF's for single story buildings???, Ghassem Khosrownia
- Re: Adobe Research, PRSE
- Re: Adobe Research, MJSLAYSMAN
- Galvanic Protection, james korff
- Seismic/Non-Seismic design, Dr. Ravi Sinha
- ANSI Seismic Code, wira . tjong
- Re: Seismic/Non-Seismic design, James F Fulton
- ???steel EBF's for single story buildings???, Ghassem Khosrownia
- software for nonlinear static push-over analysis, Kaspar Peter
- Re: Seismic/Non-Seismic design, Sprague, Harold O.
- EBF's, Bruce Hopper
- Re[2]: Seismic/Non-Seismic design, Ghassem Khosrownia
- Re: EBF's, Ghassem Khosrownia
- Re: passive pressure for retaining wall, Bill Sherman
- masonry anchors, Mark Baker
- Sliding factor of safety for retaining walls, Bill Sherman
- NAIL VALUE DISCREPANCIES - '94 ubc, Bill Cain, S.E.
- Load : Snow Load on Multiple Roof, wira . tjong
- Re: Sliding factor of safety for retaining walls, Thomas Chiu
- Re: Sliding factor of safety for retaining walls and passive resistance, Dave Anderson
- Re: software for nonlinear static push-over analysis, JonesMH
- Re: software for nonlinear static push-over analysis, rangelow.peter
- Re: EBF's, Henry Huang
- RE: Push-over analysis, Thomas Chiu
- COMP - AISC Autocad Files, PRSE
- Re: Push-over analysis, S P Singh
- Structural Engineer Sought for Residential Work, Johnson Leifield Structural Engineering
- Re: COMP - AISC Autocad Files, MRodrig273
- Comp: Lateral Design Spreadsheet Upgrade, Dennis S. Wish PE
- Re[2]: Push-over analysis, wira . tjong
- Re: COMP-AISC Autocad Files, Lawrence_Smith%URSGREINER
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Re: COMP - AISC Autocad Files, dennismc
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Re: EBF's, Bruce Hopper
- ES/Misc. - Northstar Horizon Computer, Powers, Tony
- Re: Sliding factor of safety for retaining walls, ErnieNSE
- Re: Sliding factor of safety for retaining walls, Bill Sherman
- Re: Passive pressure on retaining wall key, ErnieNSE
- Re: passive pressure for retaining wall, Stan Johnson
- Re: EBF's, Martin Johnson
- Re: COMP - AISC Autocad Files, Dennis S. Wish PE
- Re: ES/Misc. - Northstar Horizon Computer, Ken Reed
- Re: ES/Misc. - Northstar Horizon Computer, PRSE
- Re: ES/Misc. - Northstar Horizon Computer, Bruce Swanney
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Contractors Reputation, Dennis S. Wish PE
- Re: Contractors Reputation, Rlfong
- Re: EBF's, yhh-la
- Re: Contractors Reputation, rnester
- Archives: Re, rangelow.peter
- Re: Contractors Reputation, Bill Allen, S.E.
- Re: Contractors Reputation, Lynn Howard
- steel (purlins and sloped roofs), terrence turner
- Re: Contractors Reputation, Mark Codispoti
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Re: Contractors Reputation, Bill Allen, S.E.
- Re: Contractors Reputation, Mark Baker
- Re: Contractors Reputation, Stan Johnson
- Re: COMP - AISC Autocad Files, Dennis S. Wish PE
- Re: Contractors Reputation, Dennis S. Wish PE
- Re: Contractors Reputation, JohnOttCE
- Re: Contractor's Reputation, Rebecca & Peter Sharpe/Bruck
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Re: EBF's, Paul McEntee
- Re: EBF's, Ken Reed
- Re: Contractors Reputation, Rlfong
- RE: COMP-AISC Autocad Files, Brent Straka
- Re: EBF's, Sprague, Harold O.
- Re: EBF's, Edwin Schmeckpeper
- RE: Contractors Reputation, Caldwell, Stan
- WOOD - Engineered Lumber vs. Sawn Lumber, Richard Lewis
- RE: Contractor Reputation, Thomas Chiu
- COMP - Goodbye DOS, Ecengrs
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Dan Vines
- Re: Load : Snow Load on Multiple Roof, Stan Johnson
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Mark Codispoti
- Re: COMP - AISC Autocad Files, Dennis S. Wish PE
- Re: Contractors Reputation, Dennis S. Wish PE
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Jeff Smith
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Mark Codispoti
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Mark Baker
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- CAL SE TEST IN WASHINGTON IN 1995, Bonnie Lee
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Amaloyan
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Sharad T. Patel
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Paul McEntee
- Re[3]: Push-over analysis, Ed . Haninger
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Dan Vines
- CONC-Design of Undeground manholes/tanks, Lawrence_Smith%URSGREINER
- Project Scheduling, Mcsherrygp
- Re: COMP - Goodbye DOS, Mark Codispoti
- RE: WOOD - Engineered Lumber vs. Sawn Lumber, Horning, Dick/CVO
- RE: CONC-Design of Underground manholes/tanks, Horning, Dick/CVO
- Metric WWF, Brent Koch
- Re: WOOD - Engineered vs. Sawn Lumber, Roger Turk
- Re: Re: WOOD - Engineered Lumber vs. Sawn Lumber, Richard Lewis
- Re: Re: WOOD - Engineered Lumber vs. Sawn Lumber, Richard Lewis
- RE: COMP - Goodbye DOS, Caldwell, Stan
- Re: COMP - Goodbye DOS, Mark Codispoti
- Re: COMP - Goodbye DOS, Mark Codispoti
- Re: COMP - Goodbye DOS, Adam Koczarski
- WE-Electrode Strength, Serroels, Chris/SAC
- Re: Metric WWF, Brian McDonald
- Re: WE-Electrode Strength, Ron Hamburger
- OWNR - Contract, Liability, Ownership of Documents for Mass Produced Building, Stan Johnson
- RE: WE-Electrode Strength, Serroels, Chris/SAC
- Re: OWNR - Contract, Liability, Ownership of Documents for Mass Produced Building, Bill Allen, S.E.
- RE: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- travel, MJSLAYSMAN
- travel: Re, rangelow.peter
- Re: Project Scheduling, Rlfong
- Opportunity to speak on seismic engineering in the SF Bay Area?, Rlfong
- Re: Metric WWF, Cengrx2
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E.
- Re: WE-Electrode Strength, Bill Sherman
- Re: COMP - AISC Autocad Files, Bill Allen, S.E.
- Re[2]: Load : Snow Load on Multiple Roof, Ed . Haninger
- Subject: Re: Seismic/Non-Seismic design, Stewart, Warren
- Subject: Project Scheduling, Stewart, Warren
- FEMA-273, Dr. Ravi Sinha
- OWNR - Contract, Liability, Ownership of Documents for Mass Produ, Roger Turk
- RE: WE-Electrode Strength, Roger Turk
- Re: WE-Electrode Strength -Reply, Tim McCormick
- Re: travel, Juan C. Gray
- Re: Electrode Strength, Rick . Drake
- RE: FEMA-273, Sprague, Harold O.
- RE: Subject: Re: Seismic/Non-Seismic design, Sprague, Harold O.
- FEMA phone number, Tom . Hunt
- Re: travel, MJSLAYSMAN
- Re: FEMA phone number, Ed . Haninger
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Stan Johnson
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: travel: Re, MJSLAYSMAN
- RE: WE-Electrode Strength, Serroels, Chris/SAC
- Re: Project Scheduling, Rlfong
- Re: travel, Rlfong
- Bolted Wood Connections, Joe McCormick
- Re: travel, Tom . Hunt
- Redesigning Existing Buildings for Earthquake Loading, Michael Anton
- RE: WE-Electrode Strength, Christopher Wright
- FEMA 273, Brian Kehoe
- RE: WE-Electrode Strength -Reply, Tim McCormick
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Kevin McCune
- RE: Subject: Re: Seismic/Non-Seismic design, Stewart, Warren
- Re: steel (purlins and sloped roofs), wira . tjong
- RE: Electrode Strength Clarification, Lanny Flynn
- Management vs Engineer (was FEMA 273), Dr. Ravi Sinha
- Bolted Wood Connections, Roger Turk
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Roger Turk
- RE: WE-Electrode Strength, Roger Turk
- Re: FEMA 273, Martin, Bravo, & Chock, Inc.
- RE: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- RE: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- advertising for job openings, Dave Evans
- Wood Decay, Phil Boultinghouse
- RE: Electrode Strength Clarification, Christopher Wright
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: advertising for job openings, Dennis S. Wish PE
- Re: advertising for job openings, Dan Vines
- Re: Wood Decay, Dennis S. Wish PE
- Wind speeds in Mexico, Neil Moore
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Wood Decay, Robert Kazanjy
- re: advertising for job openings, Kevin McCune
- Re: advertising for job openings, Robert Kazanjy
- Re: WE-Electrode Strength, markah
- BORPELS and residential room additions, HARRISENGR
- Re: BORPELS and residential room additions, rnester
- Re: travel, Norman Brudigam
- Re: Wood Decay, Norman Brudigam
- Re: Wood Decay, Drew Morris
- Re: BORPELS and residential room additions, Lew Midlam
- Re: BORPELS and residential room additions, Bill Allen, S.E. @ ALLEN DESIGNS
- Re[2]: Wood Decay, JOHN HUBERT
- Re: BORPELS and residential room additions, Christopher Wright
- Re: BORPELS and residential room additions, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: advertising for job openings, dennismc
- Re: BORPELS and residential room additions, Lynn Howard
- Re: BORPELS and residential room additions, Lynn Howard
- senior project engineer wanted, Century West Engineering Corp.
- Re: BORPELS and residential room additions, Lew Midlam
- Re: BORPELS and residential room additions, Jim Dane
- Re: BORPELS and residential room additions, Lynn Howard
- Re: BORPELS and residential room additions, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Wood Decay, Robert Kazanjy
- Wood Decay, Robert Kazanjy
- Re: BORPELS and residential room additions, Dennis S. Wish PE
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Dennis S. Wish PE
- Re: advertising for job openings, Dennis S. Wish PE
- Diagonal Sheathing Shearwalls., BVeit
- fillet tip, BVeit
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Sprague, Harold O.
- Re: Wind speeds in Mexico, Tom . Hunt
- Re: BORPELS and residential room additions, Randy Vogelgesang
- Re: fillet tip, Christopher Wright
- Re: BORPELS and residential room additions, Roger Turk
- Re: Wood Decay, Dennis S. Wish PE
- Fiberglass, Structural Shapes, Properties, Costs, Stewart, Warren
- RE: Fiberglass, Structural Shapes, Properties, Costs, Horning, Dick/CVO
- Re: BORPELS and residential room additions, Randy Vogelgesang
- RE: Fiberglass, Structural Shapes, Properties, Costs, Jeff Phillips
- Re: Wind speeds in Mexico, Ascencion Elizalde M.
- Re: OWNR - Contract, Liability, Ownership of Documents for Mass Produ, Richard Lewis
- Senior Technician/Designer wanted, Dave Evans
- Re: Re: WE-Electrode Strength, Richard Lewis
- RE: BORPELS and residential room additions, Gregory P. Luth
- Re: BORPELS and residential room additions-the more to it, HARRISENGR
- Re: BORPELS and residential room additions, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Fiberglass, Structural Shapes, Properties, Costs, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: BORPELS and residential room additions, Lynn Howard
- Re: BORPELS and residential room additions, Christopher Wright
- Re: BORPELS and residential room additions-the more to it, Norman Brudigam
- Re: BORPELS and residential room additions-the more to it, Dennis S. Wish PE
- Re: BORPELS and residential room additions, James A. Adams
- Re: BORPELS and residential room additions, Rajendran
- Re: BORPELS and residential room additions, Rajendran
- Re: BORPELS and residential room additions, krill(--nospam--at)dedot.com
- Re: Fiberglass, Structural Shapes, Properties, Costs, JOHN HUBERT
- Re: BORPELS and residential room additions-the more to it, Christopher Wright
- Re: Wood Decay, Richard Lewis
- Re: OWNR - Contract, Liability, Ownership of Documents for Mass P, Roger Turk
- Re: BORPELS and residential room additions, Robert D. McGhie
- Re: BORPELS and residential room additions, Christopher Wright
- Re: BORPELS and residential room additions, Roger Turk
- Re: BORPELS and residential room additions, Dennis S. Wish PE
- Registration --> Licensure in TX, Bill Polhemus
- Log Home to be constructed in Seismic Zone 4, EDLStruct
- earth creepload and seismic load, Dave Anderson
- Re: Registration --> Licensure in TX, Neil Moore
- Re: Registration --> Licensure in TX, Richard Lewis
- Re: Log Home to be constructed in Seismic Zone 4, Ken Reed
- Re: BORPELS and residential room additions, Robert D. McGhie
- Re: BORPELS and residential room additions, Robert D. McGhie
- Re: Registration --> Licensure in TX, nmends
- Non-Destructive Subsurface Inspection, Kirk Pysher
- Inspection of pile foundations supporting harbor bulkheads, Kirk Pysher
- Re: Registration --> Licensure in TX, Sharad T. Patel
- Re: Fiberglass, Structural Shapes, Properties, Costs, John Bryan
- Re: Diagonal Sheathing Shearwalls., MIKE RITTER
- Re: Registration --> Licensure in TX, Bill Sherman
- Re: Registration --> Licensure in TX, Bill Cain, S.E.
- RE: Non-Destructive Subsurface Inspection, Estes, Kent R.
- RE: Registration --> Licensure in TX, Caldwell, Stan
- Non-Destructive Subsurface Inspection, Brian Kehoe
- RE: Fiberglass, Structural Shapes, Properties, Costs, Stewart, Warren
- Pay when Paid, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: WOOD - Engineered Lumber vs. Sawn Lumber, Bdpooley
- Re: Registration --> Licensure in TX, Bill Allen, S.E. @ ALLEN DESIGNS
- RE: Registration --> Licensure in TX, Caldwell, Stan
- Re: Registration --> Licensure in TX, nmends
- Re: Registration --> Licensure in TX, Bill Allen, S.E. @ ALLEN DESIGNS
- RE: Registration --> Licensure in TX, nmends
- Re: Pay when Paid, Brent Koch
- Re: Registration --> Licensure in TX, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Pay when Paid, Bill Allen, S.E. @ ALLEN DESIGNS
- combined earth creep load with seismic, Dave Anderson
- Re: Pay when Paid, Lynn Howard
- Re: Pay when Paid, Brent Koch
- Re: Re: Registration --> Licensure in TX, Richard Lewis
- Re: Pay when Paid, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Pay when Paid, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Pay when Paid, Robert D. McGhie
- Re: Registration --> Licensure in TX, Neil Moore
- Re: Log Home to be constructed in Seismic Zone 4, EDLStruct
- Re: Pay when Paid, Brent Russell Koch
- RE: Non-Destructive Subsurface Inspection, Kirk Pysher
- RE: Non-Destructive Subsurface Inspection, Kirk Pysher
- Re: Pay when Paid -Reply, Tim McCormick
- RE: Log Home to be constructed in Seismic Zone 4, BBFM Engineers Inc
- Re: Pay when Paid, Rlfong
- Re: Pay when Paid -Reply, Bill Allen, S.E. @ ALLEN DESIGNS
- Engineer position available, Alexander (Sasha) Itsekson
- pecg, RGRAYAIA
- Re: Registration --> Licensure in TX, nmends
- Re: Re: Registration --> Licensure in TX, nmends
- Re: Registration --> Licensure in TX, nmends
- [Fwd: combined earth creep load with seismic], Dave Anderson
- Re: Registration --> Licensure in TX, James A. Adams
- Re: BORPELS and residential room additions, Charles Greenlaw
- Re: pecg, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Re: Re: Registration --> Licensure in TX, Richard Lewis
- RE: Log Home to be constructed in Seismic Zone 4, Bruce Hopper
- RE: ES/Misc. - Northstar Horizon Computer, Powers, Tony
- Job Opportunity, John D. Anderson
- Slab Cracks, ASLCSE
- RE: Slab Cracks, Dennis S. Wish PE
- Re: Re: Re: Registration --> Licensure in TX, nmends
- Re: Re: pecg, RGRAYAIA
- Re: pecg, Lew Midlam
- Re: Re: pecg, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: Slab Cracks, Stan Johnson
- Re: pecg, Cengrx2
- Re: Slab Cracks, Arvel L. Williams, P.E.
- Re: Slab Cracks, Zgentrys
- combined seismic load with creep load, Dave Anderson
- Re: pecg, Norman Brudigam
- Re: BORPELS and residential room additions, Norman Brudigam
- Re: Slab Cracks, Norman Brudigam
- Employment Opportunity - Guam, Bruce Swanney
- Braced frame question, Chris Palmateer
- Re: combined seismic load with creep load, PRSE
- Re: Inspection of pile foundations supporting harbor bulkheads, Theodore H. Partrick, Jr.
- Re: combined seismic load with creep load, Neil Moore
- Re: Braced Frame Question, Lanny Flynn
- Re: Inspection of pile foundations supporting harbor bulkheads, Sprague, Harold O.
- Re: Re: pecg, RGRAYAIA
- Re: combined seismic load with creep load, Neil Moore
- S.E. Software Web Sites, Michael Brooks
- Seeking Structural Engineers, Allison S. Tabor
- Re: S.E. Software Web Sites, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: S.E. Software Web Sites, SWJanitor
- ST - SE familiar w/joists, Valerie T Eskelsen
- Re: combined seismic load with creep load, PRSE
- Slab Cracks, Brian Kehoe
- slab on ground for expansive soil, Dave Anderson
- WOOD - Termite Damage Condition Survey, Cengrx2
- Job Opportunity - Tilt-up, John Lawson
- Re: WOOD - Termite Damage Condition Survey, Richard Lewis
- RE: S.E. Software Web Sites, Caldwell, Stan
- WOOD - Termite Damage Condition Survey, Roger Turk
- Braced Frame Connections, Brian Kehoe
- Re: Braced Frame Question, Bruce Hopper
- CSW - Concrete Shear Wall w/ Openings, Stan Johnson
- Re: CSW - Concrete Shear Wall w/ Openings, Ghassem Khosrownia
- Re: CSW - Concrete Shear Wall w/ Openings, Julio Guerra - Chief Struct. Eng.
- Re: pecg, Bill Allen, S.E. @ ALLEN DESIGNS
- RE: pecg, Powers, Tony
- Re: pecg, FredT5
- RE: WOOD - Termite Damage Condition Survey, Michael Donoghue
- Re: slab on ground for expansive soil, Cengrx2
- RE: WOOD - Termite Damage Condition Survey, Neil Moore
- WOOD - Termite Damage Condition Survey, Cengrx2
- Re: BORPELS and residential room additions, Charles Greenlaw
- RE: WOOD - Termite Damage Condition Survey, Dennis S. Wish PE
- Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Re: Error in Phone Book - Structural Engineers, Charles Greenlaw
- Re: Error in Phone Book - Structural Engineers, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: WOOD - Termite Damage Condition Survey, dennismc
- Re: Error in Phone Book - Structural Engineers, Jeff Smith
- Re: Error in Phone Book - Structural Engineers, dennismc
- RE: Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Re: WOOD - Termite Damage Condition Survey, Cengrx2
- MISC - USACE Publications Web Site, Cengrx2
- Re: MISC - USACE Publications Web Site, dennismc
- Re: MISC - USACE Publications Web Site, L. Owen
- FW: Re: Registration --> Licensure in TX, nmends
- Re: MISC - USACE Publications Web Site, Cengrx2
- Re: Error in Phone Book - Structural Engineers, HeyPeggy
- Re: Error in Phone Book - Structural Engineers, HeyPeggy
- Effective Peak Acceleration to Velocity Related Acceleration, Eqbal M. Kassam
- Re: Effective Peak Acceleration to Velocity Related Acceleration, Lew Midlam
- RE: Effective Peak Acceleration to Velocity Related Acceleration, Sprague, Harold O.
- Re: Re: Registration --> Licensure in TX, Bill Allen, S.E. @ ALLEN DESIGNS
- RE: masonry anchors, Mulia, Rudy (muli)
- Job Opening, PRSE
- Concrete Crib Wall Analysis, BaumnEngrg
- Canadian Load factors, Raghu
- Re: Foundation Analysis, TVDEsq
- Re: Canadian Load factors, Brian McDonald
- Snow, Bruce Hopper
- Snow, Bruce Hopper
- A36 Bolts, Liu, Shu-Shang
- Re: Effective Peak Acceleration to Velocity Related Acceleration, FredT5
- RE: A36 Bolts, Brent Koch
- OMRF's vs. SMRF's, MGFran
- RE: A36 Bolts, Sprague, Harold O.
- RE: OMRF's vs. SMRF's, Liu, Kenneth
- Re: OMRF's vs. SMRF's, Bill Allen, S.E. @ ALLEN DESIGNS
- Re: A36 Bolts, Neil Moore
- Wilson Wants Complaints, BVeit
- Re: Canadian Load factors, Raghu Pendyala
- "Nester, Melvin R." <mrnester(--nospam--at)rdyne.bna.boeing.com>: FW: masonry anchors, rnester
- Green Book, dennismc
- Re: OMRF's vs. SMRF's, Paul McEntee
- Wood Detailer, DCDFLMAIL
- FW: A36 Bolts, Liu, Shu-Shang
- Re: A36 Bolts, Thomas Chiu
- Surface Bonded CMU Construction, Joe McCormick
- www.pagani-geotechnical.com, pagani geotechnical equipment
- Oil Leak, PRSE
- Re: Oil Leak, COEngineer
- Re: Oil Leak, Christopher Wright
- RE: masonry anchors, COEngineer
- Re: Surface Bonded CMU Construction, CHITTENDEN, BOB
- Re: Oil Leak, Rlfong
- Need properties for A316 steel, Alexander (Sasha) Itsekson
- Re: Need properties for A316 steel, Neil Moore
- RE: Need properties for A316 steel, Horning, Dick/CVO
- Re: Oil Leak, Patrick J. Quinn
- Re: Surface Bonded CMU Construction, Michael Brooks
- Subject: Re: Need properties for A316 steel, Stewart, Warren
- RE: Subject: Re: Need properties for A316 steel, Sprague, Harold O.
- One way slab design with point load., TVDEsq
- ARCH - eng vs. arch. for bldg design, John Cannon Jones
- Re: Effective Peak Acceleration to Velocity Related Acceleration, Chang Chen
- Re: Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Re: One way slab design with point load., Dave Anderson
- Re: One way slab design with point load., rnester
- Re: One way slab design with point load., Joe McCormick
- Snow load increases at roof valleys, Joe McCormick
- Re: One way slab design with point load., TVDEsq
- Re: One way slab design with point load., Dave Anderson
- Re: One way slab design with point load., Neil Moore
- Re: Error in Phone Book - Structural Engineers, Brian Kehoe
- Warping Constant and Torsional Constant for Built-up sections, Xian Ma
- Warping Constant and Torsional Constant for Built-up sections -Reply, John Armijo
- Re: One way slab design with point load., Joe McCormick
- RE: Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Re: Snow load increases at roof valleys, Norb Volny
- snow load surcharge, Randy Vogelgesang
- RE: snow load surcharge, Gregory P. Luth
- Re: Error in Phone Book - Structural Engineers, Brian Kehoe
- Engineering Manager Position (Rocky Mountain High), Gregory P. Luth
- RE: snow load surcharge, croser
- RE: snow load surcharge, Randy Vogelgesang
- Re: Error in Phone Book - Structural Engineers, S P Singh
- RE: One way slab design with point load., James Hagensen
- TROPICAL HARDWOODS, uthoff
- Re: Error in Phone Book - Structural Engineers, dennismc
- Re: Error in Phone Book - Structural Engineers, dennismc
- Re: Warping Constant and Torsional Constant for Built-up sections, Celso Mendoza
- Error in Phone Book leads to SE Vs CE, Dennis S. Wish PE
- Re: Error in Phone Book - Structural Engineers, Lynn Howard
- RE: Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Thank you, Shafat Qazi
- Re: Shafat's Achievement, Jim Warne
- Re: Error in Phone Book - Structural Engineers, S P Singh
- Re: Error in Phone Book - Structural Engineers, dennismc
- Re: Error in Phone Book - Structural Engineers, dennismc
- Re: Error in Phone Book - Structural Engineers, Shafat Qazi
- Warping Constant and Torsion Constant for Built-up sections - Reply, Rudra Nevatia
- RE: Error in Phone Book - Structural Engineers, Bill Allen
- Re: Shafat's Achievement, ASLCSE
- Re: TROPICAL HARDWOODS, Glauco
- Re: Error in Phone Book - Structural Engineers (CE vs SE), James A. Lord
- RE: Error in Phone Book - Structural Engineers, Bill Cain, S.E.
- TROPICAL HARDWOODS, Roger Turk
- Re: Error in Phone Book - Structural Engineers, Roger Turk
- RE: Error in Phone Book - Structural Engineers, Horning, Dick/CVO
- Re: Error in Phone Book - Structural Engineers (CE vs SE), Stephanie L Austad
- RE: Error in Phone Book - Structural Engineers, Horning, Dick/CVO
- Re: TROPICAL HARDWOODS, PRSE
- RE: Error in Phone Book - Structural Engineers, Sprague, Harold O.
- Re: Error in Phone Book - Structural Engineers (CE vs SE), ASLCSE
- RE: TROPICAL HARDWOODS, John Cannon Jones
- Re: Shafat's Achievements, SEAOSC
- Structural Engineers (CE & SE), Joe McCormick
- Project Management Info/Disc on the Web, James F Fulton
- Re - Structural Engineers, Rick . Drake
- Re: One way slab design with point load., Bill Sherman
- Engineering & 401k, Kevin McCune
- Torsion in RC & PT beams, ASLCSE
- Base Isolators: Residential Construction Application, Allison S. Tabor
- Intergrid, Dean Vanlanduyt
- RE: Error in Phone Book - Structural Engineers, Dennis S. Wish PE
- Re: Shafat's Achievement, Raghu Pendyala
- RE: Structural Engineers (CE & SE), Dennis S. Wish PE
- RE: Re - Structural Engineers, Dennis S. Wish PE
- RE: Re - Structural Engineers, Raghu Pendyala
- Re: Engineering & 401k, Arvel L. Williams, P.E.
Mail converted by MHonArc