SEAINT Mail Archive 2003 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 2141
  • Re: Wood density, Tim Allison
  • AISC Appd'x 'B' - Effective width, richard lewis
  • RE: GUI-FEM, Jake Watson
  • one small request regarding bandwidth of digest, Christopher S. Campbell
  • Off topic, Michael L. Hemstad
  • Design of cantilever/pumphandle footings on pile caps, Eric McAndrew
  • RE: Tapered Stem Wall using Enercal, ken kirkland
  • Slab with Concrete Blocks, Shival Tailor
  • aisc revises professional membership dues structure, Melnick, Scott
  • RE: Proposed roof design, Troy Madlem
  • Strap Bracing for Metal Stud Wall, richard lewis
  • RE: Fibermesh Topping Slab, Stuart, Matthew
  • Structural Engineers on TV, pugliesi
  • RE: FEMA 310 Replacement?, Michael Bryson
  • Butt-welding a gap, Michael Bryson
  • Torsion in wood beam, Dennis Wish
  • Light Gauge Steel Stud Backup for brick, Kestner, James W.
  • Gaps in the annular space, kamal Aghbal
  • automated response, Ken Green
  • Fibermesh questions, GSKWY
  • Offset Moment Connection, CanitzCF
  • Re: seaint Digest for 5 Oct 2003, G Vishwanath
  • RE: Subject: Offset Moment Connection, Donald R. Bryant
  • Off Topic - Charity, Jason Kilgore
  • Jacketing piles of bridge, kamal Aghbal
  • Engineers on TV, Andrew Kester
  • QUESTION REGARDING WIND UPLIFT, Heide Hooks
  • RE: question on K factors and P-delta analysis, Mark Gilligan
  • Thickened Floor Slabs, Lester Unger
  • Rebar breaking, Michael L. Hemstad
  • Thickened Floor Slabs 2, Lester Unger
  • Wood Beam Torsion, Ray Shreenan
  • Barn Structure, Gerard Madden, SE
  • RE: 1.7 allowable increase gone? 2003 IBC, Chad Druffel
  • Contact loads from moving loads, Joseph Grill
  • stopping force/ cmu wall ftgs, Andrew Kester
  • Deflection limits for skylight support framing., Bruce Holcomb
  • Posting Live Load, richard lewis
  • Mold Remediation, richard lewis
  • Foundation Torsion, engineer101
  • RE: torsion in circular foundations, Andrew Kester
  • ASD One Third Factor, THunt
  • Wood continuous beams, Ed Tornberg
  • IBC 2003 and 9th Ed. ASD, Tripp Howard
  • Pipe Analysis, MBREngineering
  • Seminars on concrete reparation, kamal Aghbal
  • [no subject], k_mini
  • Need help with Structural software, Amr Hashem
  • RE: Rigid Wood Diaphragm?, David Merrick
  • Water Proof Membrane, richard lewis
  • Rigid Diaphragm for a L Shaped Building, Kipp . A . Martin
  • Off Topic - Paintball, Jason Kilgore
  • frost heave, Pat Clark
  • PCI Volume 5, Andrew Kester
  • Viruses (again), Roger Turk
  • TEST, Stuart, Matthew
  • testing n/t, Mike Jones
  • is it working, Al Greene
  • Is 'List Server' up or down, Sen, Ying-Tzung
  • This is only a Test, Gerard Madden, SE
  • Cantilever Pile CAps, Jim Schnitzhofer
  • Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
  • W Shape question, CanitzCF
  • RE: Reinforcing vs welded wire fabric, Syed Faiz
  • LRFD Live L application on simple span bridge, ozturk_ozgur
  • Plan review?, Andrew Kester
  • Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Mike Jones
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Stuart, Matthew
  • For the Record, GSKWY
  • Job Opening - Jr. Engineer, Rangaswamy, Aswin
  • Baseplate Grouting, Jim Persing
  • message 0012, ismet beg
  • Plan Check from a plan reviewer, Schwan, Martin K.
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Jim Persing
  • Q: Flatness Tolerances for Residential Slab, Bill Polhemus
  • Re: Q: Flatness Tolerances for Residenti, Roger Turk
  • RE: Flatness Tolerances for Residential Slab, Sprague, Harold O.
  • TEST -, Stuart, Matthew
  • List Server Problem, Stuart, Matthew
  • List Server Problem: On most of the emails that I get the only th ing that shows up is (see below):, Stuart, Matthew
  • Avo wrt ACI 318 Appendix D, Shapton & Partners
  • Look for a CA SE, Richard M. Beldyk, P.E., CPEng
  • RE: Plan Check, Michael Bryson
  • k's in LRFD Third Edition, Ken Peoples
  • [no subject], hennebrh
  • Wanted: Old Pre-eng building standards Drawings and Books, Paul Ransom
  • ANALYSIS PROCEDURE, Ravi Kumar
  • Testing, Stuart, Matthew
  • Test 2, Matthew Stuart
  • Welded Wire Reinforcement, GSKWY
  • Please help admit our friend back, G Vishwanath
  • Joist manufacturer, Bruce Holcomb
  • Seismic Load Factors, Michael L. Hemstad
  • Concrete Text Books, THunt
  • Web Plates on Col. Splices, Kestner, James W.
  • tie wires for ceilings, Mike O'Brien
  • Allowable thickness variance for steel plates per AISC, utej
  • allowable foundation and lateral pressure, Schwan, Martin K.
  • RE: Two-way flat plate moment frame question, Mark Gilligan
  • off topic: AutoCAD drawing presentation in powerpoint, Ken Peoples
  • IS IT JUST ME OR ARE OTHERS GETTING EMAILS WITH NO TEXT IN THEM OTHER THAN BELOW, Matthew Stuart
  • Flat plates, Andrew Kester
  • IS IT JUST ME OR ARE OTHERS GETTING EMAI, Roger Turk
  • Rebar Strengths, Jason Kilgore
  • Job Check lists, Hans Boge Jr.
  • Horizontal bracing seismic provisions (AISC or IBC), Rick Burch
  • Plumbing Penetrations through Post-Tensioned Foundation (Or: No Good Deed Goes Unpunished), Bill Polhemus
  • Re: Hardy Frames, desi j kiss
  • Construction accounting software, jccpc
  • Foundation Waterproofing, richard lewis
  • Precast tension stresses, Jake Watson
  • Re: microwave test for measuring water content in fresh concrete, GSKWY
  • Slabs on Compressible Voids, GSKWY
  • blast and progressive collapse, Melnick, Scott
  • Thickened footings under interior braced walls (Was: RE Hardy Frames), Thor Matteson, SE
  • Alternate BWP's (Thor & Dennis), Dave Adams
  • Expansion Joints in concrete slab, G M
  • double nut anchor bolts, PFFEI
  • Bolt question, Chan, David
  • INFO REQ: Source for Scrap or Surplus Sheet Pile, Bill Polhemus
  • Masonry lap splice, HBAP
  • Glulam Roof Girders in a Tilt-Up, Gerard Madden, SE
  • Re: Nail Embedments & Stapled shear panels, Thor Matteson, SE
  • Beam Bearing Stiffeners, Ricky Leblanc
  • RE: Blind Fasteners for Structural Applications, Sprague, Harold O.
  • Residential Roof Diaphragms, Ed Tornberg
  • Army/Air Force Technical Documents, GSKWY
  • RE: Masonry lap splice (fwd), Scott Maxwell
  • minimum wind loads in the IBC, Schwan, Martin K.
  • Re: Column located on 4" existing concrete slab, Stanley E Scholl
  • RE: wind loads, Andrew Kester
  • Conodeck Joists, Glenn Deppert
  • steel formdeck as shearwall?, John C. Jones
  • Old concrete masonry, Michael L. Hemstad
  • Atlantic City Garage Collapse, Matthew Stuart
  • CA SE, da
  • [no subject], Matthew Stuart
  • Lynn S. Beedle, Ken Peoples
  • Special Inspection, GSKWY
  • Pre-Fab wall of Conc. Block, David Merrick
  • New home problems, Andrew Kester
  • New home problems- retry, Andrew Kester
  • Tropicana Garage Collapse, Matthew Stuart
  • Floating Stiffened Slab Supported on Piers, Bill Polhemus
  • soil-pile-structure interaction, David Evans
  • New Materials, wsp
  • Off Topic - Thank you., Daryl Richardson
  • Re: Off Topic - Thank You, G Vishwanath
  • Re: seaint Digest for 1 Nov 2003, Thuan Cao
  • Hanger Reinforcements, Wontae Kim
  • ASCE wind load question, Andy Richardson
  • Rebar Tension Lap Splice in frame columns, nitin Christopher
  • CBC 1921.4 Frame Members Design, nitin Christopher
  • CA SE / SE2, Michael L. Hemstad
  • Re: Weld bolts, Ben Zhou
  • 2U, paag faag
  • SEAINT Website, Dennis Wish
  • concrete tanks, brian stanley
  • RE: Hanger reinforcement, Chad Van Kampen
  • SE Tests, Andrew Kester
  • Aluminum, Jason Kilgore
  • AISC contest, Carter, Charlie
  • RE: Sick Profession?, Caldwell, Stan
  • Regional permitting differences - calculations, John C. Jones
  • Re: calculators at licensing exams, Greg Spontak
  • Steel Stair Treads, richard lewis
  • Tests, etc., Andrew Kester
  • sill plate cupping/lifting?, Marc
  • Re: Reusing Foundations (was: SE Tests), Roger Turk
  • [no subject], Jake Watson
  • Building Code Complexity, Sherman, William
  • "Lamella" Wood Roof Construction, Eknrinc
  • RE: Peer Reviews & Value Engineering Reviews, Sherman, William
  • Dowel brng strength (Fe) for ASTM A36 Stl in 2001 AF&PA NDS, utej
  • Seals and signatures, Jim Persing
  • Re: SE Tests and Seals and Signatures, GSKWY
  • Canandian Concrete Code Question, GSKWY
  • Hanger Reinforcement - Precast Spandrels, Wontae Kim
  • Unbraced Length for Stair Stringers?, Dan Boltz
  • Relative Rigity Calculations?, Dan Boltz
  • thanks, Andrew Kester
  • Steel Joist Designation - 1950's...Not in SJI Manual, Robert Rogers
  • Interstory Drift and the Wind Directionality Factor, Christopher Conrad
  • Floating Stiffened Slab on Piers, Bill Polhemus
  • CA PE with regards to WA PE, Seth W. Cutler
  • SE Test, Keith De Lapp
  • Mono Stringer Stairs, CanitzCF
  • fema 356 foundation acceptability, yilmaz yuva
  • Concrete Floor Textbook, GSKWY
  • RE: SICK PROFESSION, Rbengrguy
  • 4u2c, paag faag
  • Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Dennis Wish
  • French Stuff, savksa savksa
  • ASCE7/IBC 2000 minimum wind load, Dwain Hendershot
  • H-1B Abuse was: Sick Profession, Dennis Wish
  • RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Scott, William N.
  • Re: Former professor leaves legacy - The Brown and White, Rbengrguy
  • H1-B -Abusers, Gerard Madden, SE
  • IBC 2000 load combinations, Dwain Hendershot
  • pre engineered metal building detailing, yogesh patil
  • Re: GOOD PROFESSION, Stanley E Scholl
  • Timber pile uplift anchorage..., Mike Jones
  • Off Topic? NYC Subway, M. David Finley, P.E.
  • Re: Off Topic? NYC Subway, Ray Pixley
  • Fire Rating for Canopy - IBC 2000, Terry Triest
  • [Freedom-S] 4U2C, paag faag
  • foreigners... gotta love them, Andrew Kester
  • Re: out of plane anchorage Question, Chris Roper
  • staples vs. nails, Jason Kilgore
  • ASTM A 36 steel, GSKWY
  • McStructural?, Caldwell, Stan
  • A706 & A615 Reinfocement, SE3949
  • Piping & Ducts supports, SE3949
  • linear and non linear stability of medium and tall buildings, Silenio Marciano de Paulo
  • Discovery Adventure Series Seeks Structural Engineer, Jake Laufer
  • Shear tranfer from roof diaphragm to shearwalls with eaves?, Dan Boltz
  • Exporting America (Use or abUSE), Dennis Wish
  • Jobs vs. political parties, Dennis Wish
  • Paul Fratessa: GOOD RIDDANCE, Bill Allen
  • RE: Shear transfer from roof diaphragm to shearwalls with eaves?, Schwan, Martin K.
  • seismic design of stairs, William Pulyer
  • truss blocking, Andrew Kester
  • Shear Transfer from roof diaphragms...., Dan Boltz
  • Uplift on Belled Drilled Pier, richard lewis
  • RE: McStructural? [Not Political], Caldwell, Stan
  • pool wall design, Pat Clark
  • Mobile Crane Load on Concrete Flume/Bridge, Rand Holtham, P.E., Sigma Engineers
  • A706 bar vs. A615 bar, Sprague, Harold O.
  • simpson, da
  • 4" CMU walls with out-of-plane loads, Ed Tornberg
  • Joints in Slabs on Ground, GSKWY
  • shear diaphragms and trusses, Andrew Kester
  • Near-Source Factor for non-structural components, Ed Tornberg
  • [no subject], Shafat Qazi
  • Should we only be concerned with the Structural Engineering Profession?, Dennis Wish
  • Expected soil settlement., Jason Tani
  • Rock Anchors - any recommendations, G M
  • Welding - Periodic Inspection, Paul Feather
  • CMU Column Ties (horizontal), Dennis Wish
  • shear bolts- glulam, Andrew Kester
  • Gunnite Pool Methodology, Dennis Wish
  • NO TRIP TO LINCOLN or WHAT HAPPENED TO THE "WESTERN STATES EXAM"?, Whistle Blower
  • Galvanized Rebar, M. David Finley, P.E.
  • Pennsylvania Commonwealth Court Clarifies the Title "Engineer", Jim Getaz
  • Steel-Detail: cost of field drilling holes, Ken Peoples
  • FEMA Tier3 Analysis - Seismic Factor, Dan Morrow
  • Interaction diagram for a pile, kamal Aghbal
  • Re: SE Review Manual - Wanted, Chris Roper
  • plywood shear wall deflection, DA
  • Galvanic corrosion, Al Greene
  • E/O Insurance, John P. Riley
  • X-braces, Jason Kilgore
  • CMU software, Wong, Waider
  • Crane runway bumpers, Gary Hodgson & Associates
  • RE: cost of field drilling holes, Effland, Greg
  • 2003 IBC load combnations & wood design, Dan Morrow
  • Archive Wind Load Help, richard lewis
  • RE: Bolt edge distance-steel, Effland, Greg
  • Internal Wind Pressure for Partially Enclosed Bldg., richard lewis
  • Flag-Pole Foundations for light framing, Dennis Wish
  • Internal Wind Pressure for Partially Enc, Roger Turk
  • How to reduce angle size?, Wontae Kim
  • wind loading on fences in IBC land, Schwan, Martin K.
  • No more A35F, Dennis Wish
  • 1930's Poured in Place Concrete Building, Dennis Wish
  • wind loads on fences, Andrew Kester
  • Re: structural steel bolted connection question, Paul Ransom
  • ATS-109, CanitzCF
  • Slab on Ground Joint Spacings, GSKWY
  • Certification letters, Alden Manipula
  • Re ATS-109, Mike Jones
  • Harlen Metal Products Product info, William Hoskins
  • Fate of the A35F, Dennis Wish
  • Spain Code/ NCSE-94, RainCat1
  • Interaction diagram, kamal Aghbal
  • [no subject], v . t . eskelsen
  • AASHTO Pedestrian Bridge Railing Requirements, Troy Madlem
  • Shear wall Beam Design, Jose Salinas
  • Ram Concept, YI
  • Reply of Shear wall Beam Design, DIPAK ZINZUWAIA
  • SE job opportunities - Chicago, David L. Fisher
  • URM Building per UCBC, lrhauer
  • Happy Thanksgiving, SEAINT, Bill Polhemus
  • Mondo Quake in Pacific Northwest?, Caldwell, Stan
  • RE: Happy Thanksgiving, to ALL, Caldwell, Stan
  • Connections, John P. Riley
  • Out-of-plane anchors, G M
  • Slender CMU Wall Design, rlewistx
  • Lateral Deflection of Masonry Wall Building, rlewistx
  • GSREB and City of Los Angeles Chapter 96, Dennis Wish
  • Tall light pole foundation, rlewistx
  • 2x2x3/16 plate washers, round washers ok?, Haan, Scott M.
  • RE: Structural Drafting course (was RE: Connections), Mark Gilligan
  • Where is CHRIS WRIGHT?, Syed Faiz
  • drafting, Andrew Kester
  • Engineering Education, Michael L. Hemstad
  • Spec'ing PEMBs [was Lateral Deflection of Masonry Wall Building], Paul Ransom
  • Spec'ing PEMBs [was Slender CMU Wall Design], Paul Ransom
  • Was connections .., GSKWY
  • RE: Schooling (was Connections), Ed Tornberg
  • FEMA 350, Kipp . A . Martin
  • Perforated shearwall design, Roberto salinas
  • RE: Perforated shear wall design, Schwan, Martin K.
  • BS Degrees (emphasis on BS), Andrew Kester
  • RE: Schooling, Sherman, William
  • Post-tensioning Software (was Connections), Allan Bommer
  • Seismic design of walls, Michael L. Hemstad
  • Acceptable Level of Overstress, Gerard Madden, SE
  • Finite Element vs. Strip Design, GSKWY
  • Precast Concrete Spandrel Drawings-Parking Garage, Wontae Kim
  • RE: Engineering Education Reply to Bill P., Syed Faiz
  • school, stuff, Andrew Kester
  • Fly Ash, GSKWY
  • Cedar, Lowen, Dave
  • Liberal Arts (was RE: Schooling (was Connections)), Al Grathwol
  • Plated wood truss failures?, tm
  • 30" TJ50 Capacity, Paul Blomberg
  • Angle in Bending, YI
  • Creosote Ban?, Tripp Howard
  • Effective length of columns, mc . upadhyay
  • RE: truss bracing, Andrew Kester
  • 2nd Request::parking garage load-bearing spandrel drawings, Wontae Kim
  • Minimum Design Loads, Eduardo Castell
  • California's new Emergency Structural Amendments, Ben Yousefi
  • [no subject], tm
  • Overhead Electric Crane & Runway in Chile, Gary Hodgson & Associates
  • AISC Seismic for ASD, Hood, Matthew O.
  • Re: Paper Space - was: Engineering Education Reply to Bill P. from Gerard, lrhauer
  • offshore outsourcing, dfisher(--nospam--at)fpse.com
  • Looking for a Wi-Fi PDA, Dennis Wish
  • National Seismic Hazard Mapping Project, Paul Blomberg
  • Q: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Bill Polhemus
  • Question regarding rebar corrosion, Joe Landi
  • RE: Hot-Dip Galvanizing of A 307 Bolts and Related Nuts, Lowen, Dave
  • Raymond Step Tapered Piles, THunt
  • Re: H-1B conspiracists, Rbengrguy
  • Side Pressure on Foundation, mc . upadhyay
  • Designing Masonry to Span Horizontally, richard lewis
  • SPECIFIC GRAVITY OF MICROLLAM, Schwan, Martin K.
  • Residential truss bracing, Thor Matteson, SE
  • ansys help, rupali-iit
  • Unbraced Length, Udall, Jeffrey D
  • Vertical Post in Pipe railing, Joe Grill
  • Florida: High Velocity Hurricane Zone, Tom Skaggs
  • Wood shear panels, Ed Tornberg
  • Weight of metal stud wall, G Vishwanath
  • RE: High-Impact Glazing, Andy Richardson
  • RE: DC PE needed (drawings review), Stuart, Matthew
  • IBC 2003 Eqn. 16-50, Al Grathwol
  • RE: Shear Walls and 3x Framing (UBC), Schwan, Martin K.
  • RE: Advice on hydraulic failure to EC7 needed, Stuart, Matthew
  • Ontario Pre-Start Health & Safety Review - storage racking, Peter James
  • Need references for an Atlanta-area engineers, Allison, Tim
  • RE: Keeping the American Spirit Alive, Udall, Jeffrey D
  • RE: Keeping the American Spirit Alive Was: DC PE needed (drawing s review), Steve Widmayer
  • Public Relations, Caldwell, Stan
  • CA IBC, Richard Hess
  • RE:Wood Truss Bracing, Kestner, James W.
  • RE: CA & NFPA 5000, Steve Widmayer
  • oh canada!, Andrew Kester
  • Theatre Roof, Daryl Richardson
  • Making a difference ??, GSKWY
  • AutoCad Arch Desktop 2004, Dennis Wish
  • Tell me what's really on your mind, Dennis Wish
  • Upgrading unreinforced quarry stone masonry building ..., Rangelow, Peter Dr. HTC/DE/FRA
  • JIS, GSKWY
  • stone Veneer support, Dan Morrow
  • Closure Pour versus Construction Joint, Regis King
  • ansys, rupali-iit
  • Finite Element Modeling, GSKWY
  • Making a difference, GSKWY
  • Component & Cladding for Open Structures, Chris Banbury
  • ACI Detailing Manual SP-66(94), Munoz, Pedro
  • Shear Walls and 3x Framing (UBC) STAGGERING, David Merrick
  • SEII results - anyone, John C. Jones
  • Sheathing Requirements, Allison, Tim
  • Liquefaction and Slabs-on-grade, Tripp Howard
  • S.E. Position, Andrew Kester
  • Vibration design practice for condominiums, Tom Higgins
  • Re: more people who aren't going to take it anymore, Rbengrguy
  • tests, job opening, Andrew Kester
  • Civil engineering 900 years ago, Thor Tandy
  • Spam generation by list, Ed Tornberg
  • virus alert, Mark D. Baker
  • CONCRETE: Parallel Cracks in Beam Soffit/Web, Bill Polhemus
  • Re: Shear Walls and 3x Framing (UBC) STA, Roger Turk
  • Misc Comments, GSKWY
  • sound transmission, treated wood, Andrew Kester
  • Discussions on connections, G Vishwanath
  • Fillet Weld Reinforcement of Flare Bevel Groove Welds (Specifically HSS Connections), Bill Swanson
  • Outsourcing - light commercial and high end residential, Dennis Wish
  • Re: Eliminate Pop-ups (was Re: Tell me what's really on your mind ), Jim Getaz
  • Re: Outsourcing - light commercial and h, Roger Turk
  • Fw: [offtopic] Article I through IX, Pankaj Gupta
  • Re: Failed Outsourcing, Rbengrguy
  • Re: What can I do about it? (Onshoring and Offshoring), Rbengrguy
  • Re: H-1B lawsuit, Rbengrguy
  • Spam from bcinc, Padmanabhan Rajendran
  • Outsourcing: Old phenamena, new cry!, JD S
  • Thoughts on Outsourcing, G Vishwanath
  • Re: Offshoring >> Top 10 risks, Rbengrguy
  • RE: Outsourcing, Dennis S. Wish
  • Railing clearances, Al Grathwol
  • Holiday Differences [humor], Caldwell, Stan
  • 2x4 Wood Diaphragm Capacity, Derek Westphal
  • Masonry Structural Notes and Specifications, Christopher S. Campbell
  • Secular Holiday Humor [Way Off Topic], Caldwell, Stan
  • consistency, da
  • Upton Sinclair and the last time California faced Bankruptcy, Dennis Wish
  • cowboys and Indians, Andrew Kester
  • Re: Masonry Structural Notes and Specifi, Roger Turk
  • brick walls, Jason W. Kilgore
  • masonry cleanouts, Dan Morrow
  • Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
  • Outsourcing/world politics/meaning of life, Thor Matteson, SE
  • Fee for Custom Residence, Jesse D. Moore
  • Merry Christmas: and Thank you, Daryl Richardson
  • Structural observation, Pat Clark
  • Paso Robles Earthquake, Dennis Wish
  • Re: Paso Robles Earthquake /ref. to Santa Monica, Stanley E Scholl
  • Ray Pugliesi/Degenkolb is out of the office., pugliesi
  • America for Americans - A recent graduates perspective on the implications of outsourcing, Leaper, Matthew R.
  • RE: Outsourcing - light commercial and high end residential - S, Christopher Wright
  • Re: America for Americans - A recent graduates perspective on t, Christopher Wright
  • Re: Paso Robles Earthquake/Hardship, Stanley E Scholl
  • IRAN QUAKE/can we discuss ths?, Syed Faiz
  • Re: Social security (was: Outsourcing...), Christopher Wright
  • Info on Bam Quake, and how to help, Abolhassan Astaneh
  • (Correction on ) Info on Bam Quake, and how to help, Abolhassan Astaneh
  • RE: IRAN QUAKE/can we discuss this?, Syed Faiz
  • Re: Health care, Christopher Wright
  • RE: Philosophical Differences, Udall, Jeffrey D
  • Paso Robles and other earthquakes 2, Steve Gordin
  • Paso Robles and other earthquakes 1, Steve Gordin
  • Question on ASCE 7-02 Load Combinations, Scott, William N.
  • Misc Opinions, GSKWY
  • Re: seismic cracking of SOG, GSKWY
  • NYTimes.com Article: Halliburton Contracts in Iraq: The Struggle to Manage Costs, dfisher
  • Norway, Al Grathwol
  • NYTimes, Al Grathwol
  • Agree, Al Grathwol
  • suggestion, Andrew Kester
  • Old ASTMS, GSKWY
  • FW: Agree//fantastic!!, Syed Faiz
  • RE: Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
  • ASTM, HBAP
  • Freespeech(--nospam--at)whatever.com, Dennis Wish
  • Happy new year, a . kumar
  • Louisiana Engineers, Brian K. Smith
  • Techincal Peer Review Survey, Matthew Stuart
  • San Simeon and Iran Earthquakes, Roger Turk
  • Earthquake ground movement question, Roger Turk

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