SEAINT Mail Archive 2004 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 2602
  • Crane Impact Loads, Ken E. Paquette
  • 'Spring' supported mat, Vasu, Ravi
  • RE: non-structural wood design values, Cain, William
  • NCSEA Press Release: Parkfield California Earthquake 09-28-04, Caldwell, Stan
  • RE: SOFTWARE: (was Woodworks), Ed Tornberg
  • Lane Distribution Factor, Mark Spivak
  • Keychain memory [was CODES: Electronic Version Should Be Provided], Paul Ransom
  • Flood Loading per ASCE, Jim Wilson
  • Structural Observation & Liability: When They Cover Up Their Work, Jon Brody
  • Re: Structural Observation & Liability: When They Cover Up Their Work, Ben Yousefi
  • Annoying Floor Vibrations, Daryl Richardson
  • Vinyl Sheet Piling Foundation Walls, Larry_Reynolds
  • Wood Preservative Specifying Info, richard lewis
  • ASCE 7-98 Kd Wind factor, richard lewis
  • Dyanmic Loading of vibrating Equipment on Dampers, Faizal Rahiman
  • Fw: Wood Preservative Specifying Info (2nd try), James Cohen
  • horizontal large building, Junata
  • i need help with flexiblle diaphragm, enzo santos
  • Recycled Lumber, Dennis Wish
  • RE: ACI crack control, Sherman, William
  • architectural and structural sofwrae licenses for sale, joe eden
  • looking for good engineers and ACAD drafters, joe eden
  • Rigid vs. Flexible Diaphragms, Daniel Boltz
  • HOW TO DETERMINE A FLEXIBLE DIAPHRAGM, ENZO SANTOS
  • Maximum Number of Wood-Framed Stories?, Chuck Hanson
  • How to SaveAs AutoCAD R14, Markajohn
  • forces at shear wall openings, Joe Grill
  • "potential impact energy", Gray Hodge
  • Re: Structural Observation & Liability: When They Cover Up Their Work, Thor Matteson, SE
  • Lap for circular RC column ties, Gupta, Pawan
  • Re: RESIDENTIAL: Discussion of Load Paths, Rand Holtham, P.E.
  • Flexible Diaphragm in ETABS, ENZO SANTOS
  • designating masonry shear walls on construction drawings, cbanbury
  • old deck, Andrew Kester
  • COMPOSITE CONCRETE DECK AND CRACK CONTROL, David Maynard
  • LOW COST SOFTWARE FOR TWO WAY SLAB DESIGN, joe eden
  • AASHTO Loadings, Thor Tandy
  • Rigid Diaphram command in STAAD, Secretary, IASE Guj
  • [no subject], Secretary, IASE Guj
  • [no subject], Secretary, IASE Guj
  • IASE Forum, Secretary, IASE Guj
  • Spec needed for 3000 psi concrete, Dennis Wish
  • eng info on dwgs, Andrew Kester
  • Why don't my messages show?, mludvik
  • RFI: References on Diaphragm Design, Bill Polhemus
  • RE: References on Diaphragm Design, Scott, William N.
  • < Damping Coefficient >, Anantha Narayan C.K.
  • Low cost software, Junata
  • Why specify 3ksi concrete for grade beams?, Dennis Wish
  • 3000 psi for LA DBS Requirements, Dennis Wish
  • How to send msg, ASC
  • Does anyone need to outsource CAD drafting services?, Supratim Kar
  • Summer Internship in Structural Engineering Field, Dhawal Agarwal.
  • General Liability insurance, richard lewis
  • wood textbooks, Andrew Kester
  • Masonry mortar, Michael L. Hemstad
  • Extreme loads on structures, ASC
  • Does anyone outsource CAD serrvices, Supratim Kar
  • Corrosion in steel, Secretary, IASE Guj
  • Re: Does anyone outsource CAD services, GSKWY
  • Hurricane Winds, Tom Skaggs
  • RE: Was CAD serrvices - Now Political, Bernard, Scott C.
  • Steel beam in a pretzel oven, Jeffrey Fertich
  • Plywood sheathing on wood trusses, Jim Wilson
  • RE: Was CAD services - Now Political, Scott, William N.
  • RE: braced frame gusset plates, Garner, Robert /SD
  • Anchor bolt confinement in pedestals, Will H
  • RE: Masonry mortar: Low Compression Results, Harold Sprague
  • Max. Allowable Story Drift per IBC 2000?, Daniel Boltz
  • Canopy Wind Loads, Don
  • E.S.R. supported on shaft/ beam-column staging, Secretary, IASE Guj
  • Load combinations in UBC 1997-re code intent, Nacionales Alex
  • MODELING OF DISASTERS, ASC
  • Galvanizing, Mark L. Puccio
  • Premanufactured Metal Buildings, Brian S Bossley
  • Concrete beam torsion area, Will H
  • Please Remove wags3413(--nospam--at)aol.com, Wags3413
  • SF Chronicle article re: 6.0 Parkfield eqk, David Topete
  • Re: Parking garage floors, CLaines
  • IBC 2003 seismic design loads for site retaining walls -10/14/04, James E. McNutt, Vice President, A. W. Lookup Corp.
  • job security, not politics, Andrew Kester
  • Steel Beam penetrating the seperation wall, Reza Dashti Asl
  • Minimum steel in slabs on ground, GSKWY
  • RE: Now Political Now: OT Freespeech, Dennis Wish
  • one of those undecideds..., Andrew Kester
  • Drilled Pier Minimum Diameter, richard lewis
  • RE: Wood Truss Designation, Dennis Wish
  • Minimum area of steel in concrete column, Mark L. Puccio
  • Smokey Sacramento, sea
  • QUESTION REG CONCRETE, Priyank Jain
  • more on gusset plate design, Eli Grassley
  • Wood Stress Increase for Wind, richard lewis
  • Re: Parking garage floors - misc comments, GSKWY
  • Gail's wanderings, Paul Ransom
  • MATHCAD: Anybody Else Have This Problem?, Bill Polhemus
  • RE: Anchoring to Concrete, Michael Bryson
  • RE: IBC 2003 seismic design loads for site retaining walls -10/14 /04, Sherman, William
  • Professional Practice, Secretary, IASE Guj
  • Hole limitations in solid sawn wood joists, Jim Wilson
  • Re: Steel Beam penetrating the separation wall, Larry_Reynolds
  • WOOD: Bolt Spec for Wood Fasteners, Bill Polhemus
  • Geotech, Padmanabhan Rajendran
  • ASD vs LRFD: Say It Ain't So, Bill Polhemus
  • Engineering Supervisor position in Santa Monica, Ben Yousefi
  • TI 809-04, RainCat1
  • Off Topic: Unclaimed Property, Dennis Wish
  • change in e-mail address, G M
  • ASTM For Headed Anchor Bolts, richard lewis
  • Bridge Evaluation, TJ_Fu
  • RE: professional Practice with a segue..., Kestner, James W.
  • Mathcad support problem, Dennis Wish
  • Which ASD Load Combinations are most popular, richard lewis
  • Snow Drift load in Roof Valleys, Michael L. Hemstad
  • design load for fall protection., Michael Laplante
  • Pouring Concrete, GSKWY
  • digression, Andrew Kester
  • RE: TEDDS - Maintenance & Update (M&U) contact, Dennis Wish
  • Summer Internship -Indian Institute of Technology (IIT), Dhawal Agarwal.
  • [Re: Summer Internship -Indian Institute of Technology (IIT)], Dhawal Agarwal.
  • Reduction of Elastic Response Parameters for design ..., tejas G
  • Follow up on Mathcad and Spyware., Dennis Wish
  • RE: Re: Minimum steel in slabs on ground==>>FRC is a great invention/discovery of the 20th Century!!, Syed Faiz
  • RE: Pouring Concrete==>>please STOP demeaning ACI!!, Syed Faiz
  • Infilled brick pannels, Bhavin Shah
  • MODELING OF EXTREME EVENTS, ASC
  • RE: Availability of Due Diligence Report Guidelines, Stuart, Matthew
  • Slab On Grade - To Float Or Not To Float, John O. Grieshaber
  • RE: Re: Minimum steel in slabs on ground==>>FRC is a great invention/discovery of the 20th Century!!, Jordan Truesdell, PE
  • fibers, Andrew Kester
  • Deflection of Steel Beams carrying Brick, Randy Diviney
  • Shear, Tension, and Block Shear Rupture Strength, David Maynard
  • Connection with HSS section, Joe Grill
  • Pocket PC, Keith De Lapp
  • RE: digression---myth, Gary Hodgson & Associates
  • wood framing - commercial structures, Jen Wadsworth
  • supporting masonry, Andrew Kester
  • grammar nazi, Andrew Kester
  • Ladder on brick, Sherman, William
  • Mass Peer Review..., David Fisher
  • Masonry remodel question - changing shear walls, Dennis Wish
  • Lag Screws, Michael L. Hemstad
  • Recall: supporting masonry, Wesley Werner
  • iPAQ, Abe Knapp
  • RE: [SPAM] - Re: Pouring Concrete==>>please STOP demeaning ACI!!, Syed Faiz
  • RE: [SPAM] - RE: Digression, Syed Faiz
  • partition wall from truss, Andrew Kester
  • Tinyurl, James Getaz
  • RE: [SPAM] - RE: [SPAM] - Re: Pouring Concrete==>>please STOP demeaning ACI!!, Syed Faiz
  • Q: "Percentage" of building or building component failures attributed to design, Bill Polhemus
  • Expansion Joints for Aqueducts, Hamid Mahmood
  • RE: "Percentage" of building or building component failures attributed to design, Michael Bryson
  • GREAT CHAIRMAN MAO DISCUSSION, ASC
  • Site Built Wood Trusses, Acie Chance
  • Semi rigid connection design, Bhavin Shah
  • Live load / occupancy correlation, Jim Wilson
  • Re: Was: TEDDS - Maintenance & Update (M&U) contact Now: Excel, Markajohn
  • Oklahoma engineer, Scott Maxwell
  • FYI: RUNNING 1997UBC CD USING WINDOWS XP, David Merrick
  • "Reinforced Concrete Designer?s Handbook" or Similar Pubs, Gary Hodgson & Associates
  • Re: "Reinforced Concrete Designer’s Handbook" or Similar Pubs, Rhkratzse
  • Wood - Lateral Bracing, Glenn Otto
  • RE: Opinions of an Egyptian American, Stuart, Matthew
  • [no subject], rsylv002
  • Response spectrum analysis - Query, Tejas Ins
  • RESPONSE SPECTRUM ANALYSIS : QUERY, Tejas Ins
  • Tilt-Up Walls as a Seismic System, Paul Crocker
  • Re: Drift Requirements, vicpeng
  • Structural Design in Excel, Eric Tompos
  • Wood - any opinions on wood?, Glenn Otto
  • Gym Weight Room Loading Criteria, Eknrinc
  • New zealand & Australian Codes, Eduardo Castell
  • Country Factor on AASHTO Loading for Bridges - Please Help, CM Iqbal
  • MSS-SP 58, Douglas.Cayko
  • test, Gale45man
  • Reinforced conc bms with widely-spaced transverse reinf ... FEMA 356, Gale45man
  • Desert view of Lunar Eclipse rained out :>(, Dennis Wish
  • TEDDS 7.0 - Opinion, Dennis Wish
  • RE: "Reinforced Concrete Designers Handbook" or Similar Pubs, Ejah Jang
  • RE: [SPAM] - RE: "Reinforced Concrete Designer's Handbook" or Similar Pubs, Syed Faiz
  • RE: [SPAM] - Country Factor on AASHTO Loading for Bridges - Please Help, Syed Faiz
  • Test mail, Nagesh Kumar
  • Through-Bolting of Hollow Unreinforced CMU, Robert C. Rogers
  • One Opinion, Padmanabhan Rajendran
  • Treated Wood type, Jim Wilson
  • structural list??, Andrew Kester
  • Political BS, Acie Chance
  • friction coefficient on rock, Joe Grill
  • Residential Plan Drawings, Jim Wilson
  • Post tensioning Detailing-Where and how?, Nagesh Kumar
  • RE: Let Them Eat Ketchup, David Fisher
  • The Ritual of the Calling of an Engineer (Canada), Order of the Engineer (US), Peggy Dall
  • Footing Design Questions (L/W ratio) for an Addition...., Daniel Boltz
  • Joists & Adding Roof Mechanical Unit, richard lewis
  • Re: You want Ketchup on your cow-pie?, chuck utzman
  • I watch Fox News only. Was: You want Ketchup on your cow-pie?, rick chenny
  • Re: Soil Erosion Control Info, Gautam MANANDHAR
  • Transfer of Load from Column to Footing?, Daniel Boltz
  • Re: Reinforced conc bms with widely-spaced transverse reinf ... FEMA, Gale45man
  • Re: Kerry's record, Rhkratzse
  • Time for change, StructuralReview
  • Re: NHL lockout (was Opinions of an Egyptian American), Paul Ransom
  • (no subject), Accurate2004
  • THRU-BOLTS, ASC
  • Post tensioning- Clarifications., Nagesh Kumar
  • Engineers from Korea, Wontae Kim
  • folded plate stair design, refugio rochin
  • Re: OT : does 2 really come after 1, Paul Crocker
  • Forensic Engineer in the Midwest, Bruce Holcomb
  • Way Off Topic: Interesting Endorsements !!, Caldwell, Stan
  • looking for professional services, Eugenio Aburto
  • OT: FW: funny Conan bit on Outsourcing, Dennis Wish
  • Outsourcing to India - Some bare facts, Steel Detailers
  • plywood diaphragm on light gage, Joe Grill
  • Plywood diaphragm with Light gage, Joe Grill
  • RE: [SPAM] - Re: Post tensioning Detailing-Where and how? ==>>a Clarification!!, Syed Faiz
  • Engineers in Korea, Chad Van Kampen
  • RE: Post tensioning- Clarifications, Jim Getaz
  • re: thru bolting in CMU, Andrew Kester
  • offshoring myself, Andrew Kester
  • STEEL: W- to HSS- Connections, Bill Polhemus
  • Re: Outsourcing to India -  Some bare facts, BCainse
  • STANDARD BUILDING CODE: Verify Language in SBC 1997, Bill Polhemus
  • Order of the Engineer, Caldwell, Stan
  • ASCE 7-02, John Peterson
  • Non Metalic Rebar, Brian K. Smith
  • Re: Way Off Topic:  Interesting Endorsements !!, Rhkratzse
  • Re: The Ritual of the Calling of an Engineer (Canada), Order of t he Engineer (US), Huffman, Sharlie TRAN:EX
  • Terrorism?, ASC
  • Can you say..., Bill Polhemus
  • Lateral Bracing, Lester Unger
  • My congratulations to an Election well represented, Dennis Wish
  • Tolerance, GSKWY
  • Design of RCC Columns for Tension & Bending as per British codes, a . kumar
  • RE: [SPAM] - "Reinforced Concrete Designer's Handbook" or Similar Pubs, Syed Faiz
  • Swimming Pool Wall Crack, CanitzCF
  • RE: multiple building codes, Sherman, William
  • HSS Bracings in high seismic zones, Reza Dashti Asl
  • Reinf. for excess conc. col size, Joe Grill
  • to block or not to block?, Joe Grill
  • RE: can you say...IBC, SBC, EIEIO..., Caldwell, Stan
  • RE: can you say...1997 v. 1999 SBC?, Tom Skaggs
  • conc retaining walls, Andrew Kester
  • RE: Hooks on bottom reinforcing steel in pile caps, Stuart, Matthew
  • Tension equations for anchors in CMU, Joe Grill
  • Re: ACI Code and single layer steel in 12" wall, GSKWY
  • Day care threatens shrine to skyscraper hero, victorazzi
  • RE: [SPAM] - Day care threatens shrine to skyscraper hero, Syed Faiz
  • Unions, GSKWY
  • Security Engineering: steel cable security barriers, Burke Maureen J Contr AEDC/ATA
  • REPAIR OF HOLES IN A TANK ROOF (IN-SERVICE), Felix ata
  • Re: Security Engineering: steel cable security barriers, Will H
  • Non-metallic Bars --> Use Fiberglass rebars, prmeng
  • Non-metallic bars ----> Use Fiberglass Bars, prmeng
  • FW: Vertical component of EQ in UBC97 and IBC2000, Ali Karimzadegan
  • Re: missing posts [was: can you say...IBC, SBC, EIEIO...], Paul Ransom
  • VERTICAL SEISMIC COMPONENT, ASC
  • Magnetism, GSKWY
  • conc retaining walls/ bolts in CMU, Andrew Kester
  • 16" thick CMU wall, Joe Grill
  • Floor Flatness Numbers, richard lewis
  • WOOD: "Engineered Wood Costs", Bill Polhemus
  • VERTICAL, ASC
  • RE: wall, Joe Grill
  • Re: ASTM For Headed Anchor Bolts--All thread--, Harold Sprague
  • RE: Design of RCC Columns for Tension & Bending as per British codes, Himat Solanki
  • Masonry Lintels Size Limit?, Jim Wilson
  • Repairing Cracked Masonry, Rand Holtham, P.E.
  • EUCO #620 gel Epoxy, Jesus Gomez
  • Silicone sealant (caulk), GSKWY
  • Masonry repair, ASC
  • Yieldmoment capacity and Compression yield force, BHASKAR BONGARALA
  • Vertical Earthquake Forces, RonHSE
  • Need old PCI Journal? Let's Trade, Wontae Kim
  • Tower Structure, PhuocThao Tran
  • Industrial Strength Reading, richard lewis
  • META-DISCUSSION: How Participation on SEAINT Can Hurt You, Bill Polhemus
  • CFS: Discussion of Available Info on Design of Built-Up Box Beams/Headers, Bill Polhemus
  • RE: Discussion of Available Info on Design of Built-Up Box Beams/Headers, Haan, Scott M.
  • MATERIALS: Fiberboard Sheathing, Bill Polhemus
  • HELP: Mathcad 2001 or Later?, Bill Polhemus
  • Modeling of RC Beam-column joints for analysis, Aloke Rajbhandary
  • WOOD: Long Boards, Bill Polhemus
  • Spectral acc. coeffs. in IBC2003, BHASKAR BONGARALA
  • WOOD: Availability of No.1 and Select Structural Grades, Bill Polhemus
  • California Shoring Manual, Raymond Shreenan
  • SmartSketch, jascopac
  • FWD: Inspector Job : Construction - Tunnel - Inspection ThinkEnergyGroup.com, Bill Polhemus
  • Reinforcing grades, Joe Grill
  • Wood Dowels embedded in concrete, Jim Wilson
  • Veterans Day - thanks, John C. Jones
  • Concrete Structure Evaluation, richard lewis
  • RAMCADstudio, Terry Triest
  • STANDARD BUILDING CODE: What is the windload criteria for SBC 1997, Bill Polhemus
  • MISC.: Hardy Panel 24" - Anchor Installation, Bill Polhemus
  • Cover for Swimming Pool Reinforcement, GSKWY
  • CHEAPER DRUGS?, ASC
  • Rest In Peace: AVG 6.0, Caldwell, Stan
  • Structural Nut Grades, vicpeng
  • Chicago Building Inspectors, GSKWY
  • STEEL: Q - What is the proper procedure for submitting/approving an alternate design?, Bill Polhemus
  • RE: STEEL: Q - What is the proper procedure for submitting/approv ing an alternate design?, Jen Wadsworth
  • Re: STEEL: Q - What is the proper procedure for submitting/approving an alternate design?, Ghias Dean
  • Development length in Shotcrete, GSKWY
  • Re: STEEL: Q - What is the proper procedure for submitting/approvingan alternate design?, Jake Watson
  • RE: STEEL: Q - What is the proper procedure for submitting/approving an alternate design?, Mark Gilligan
  • High Tire Pressure on Concrete slab, richard lewis
  • AISC website, Wesley Werner
  • Brick shelf angles, Kevin Below
  • Re: Brick shelf angles [AKA friendly building officials], Rhkratzse
  • Hyesteresis loop envelope, Aloke Rajbhandary
  • Units of measurement, ASC
  • List Suggestion, Ray Pixley
  • Masonry reinforcement lap length in IBC 2003, Wesley Werner
  • pipe bending question, Mayo, Daniel
  • Anchor Bolts in Masonry, Hood, Matthew O.
  • Light Gage Steel Connection, richard lewis
  • Steel Beam/Metal Deck - Lateral Bracing, Eknrinc
  • Approximate period in IBC2000, BHASKAR BONGARALA
  • Load combinations for equ. lateral analysis as per IBC-2000, BHASKAR BONGARALA
  • CONCRETE: Need Design Aid for Anchor Embedment Using CCD, Bill Polhemus
  • Arizona Snow Load Publication, Joe Grill
  • Arizona Snow Loads, Joe Grill
  • British Report on Slabe on Grade, Himat Solanki
  • Stainless Steel Reinforcing, richard lewis
  • Bolt pull-through, Michael L. Hemstad
  • Moment Redistribution in Concrete Frame, richard lewis
  • Re: Any Recommendation on book on CMU, Gautam MANANDHAR
  • SEA's and Disciplinary Action, Jake Watson
  • TEDDS Development Kit, Dennis Wish
  • Question Regarding Wire Mesh for Column Stirrups, refugio rochin
  • ACI 318-02 Appendix D, Bruce Holcomb
  • New structure on ancient columns, Alberto Guida
  • Concrete Class, richard lewis
  • ASCE 7 typo, Eli Grassley
  • American Building Code Imperialism, Mark Gilligan
  • Re: NSPE opposes H-1B:   Congress Trying to Slip an Increase of H-1B Visas i..., Rbengrguy
  • Fwd: H1-B CALLS NEEDED THROUGH WEEKEND!, Rbengrguy
  • Re: Any Recommendation on book on CMU ==>>where are guys from NCMA/PCA??, Syed Faiz
  • Omnibus spending bill and AFL-CIO statement, Rbengrguy
  • Swimming Pools, GSKWY
  • Re: Farm Building, Paul Ransom
  • Codes Online, refugio rochin
  • Mayan Politics, refugio rochin
  • Re: American "Imperialism", G Vishwanath
  • RE: [SPAM] - Re: American "Imperialism", Syed Faiz
  • CFS: Screw Fasteners throough more than one "ply"?, Bill Polhemus
  • Re: Any Recommendation on book on CMU ==>>where are guys from NCMA/PCA??, Gautam MANANDHAR
  • structures & ethics, S. Gordin
  • RE: Codes Online (Non-structural), Honles, Thomas
  • Am I Just Too Detailed Here?, Bill Polhemus
  • Half-Height Leveling Nuts, M. David Finley, P.E.
  • Employee vacation schedules, Paul Feather
  • RE:Design Calculations, Gautam MANANDHAR
  • Qualified to practice in Chukotka?, Paul Ransom
  • Download Comments On Proposed Draft Provisions For Seismic Design Of ESR, Bhavin Shah
  • Wood supporting steel, masonry, etc., Jim Wilson
  • New Hire Salary levels, Paul Feather
  • Nail Spacing, utej
  • AISC cards -, Ken Peoples
  • Thanksgiving, Raymond Shreenan
  • OT: "By The President of the United States of America, A Proclamation", Bill Polhemus
  • ON A LIGHTER NOTE, ASC
  • POST-TENSIONED: Calculating Friction Losses, Bill Polhemus
  • New & Improved Structuralist.Net, Dennis Wish
  • Wood supporting steel, masonry, etc, AWC Info
  • Re: "By The President of the United States of America, A Proclamation", Rhkratzse
  • Design of Steel Bins for Storage of Bulk Solids, Carolina Crosara
  • Moderator motion? RE: "By The President of the United States of America, A Proclamation", Honles, Thomas
  • camber for two way slabs, David Handy
  • RE: [SPAM] - Re: "By The President of the United States of America, A Proclamation", Syed Faiz
  • IBC 1603.3 Live loads posted, Jim Wilson
  • Deflection limits for CMU wall, Joe Grill
  • Waffle slab design, Javier Encinas
  • Splice Classes, Peggy Dall
  • Architectural Engineers, Jake Watson
  • RE: [SPAM] - Waffle slab design, Syed Faiz
  • Semi OT: Thoughts on relocating to India, G Vishwanath
  • Steel Smart System, Wesley Werner
  • XP & 2000, Brian K. Smith
  • PPT Lumber: Know What You're Buying, Frank Woeste
  • Re: Architects List Server?, Suresh Acharya, PE, SE
  • CRSI recommendations, Alden Manipula
  • New releases of Multi-Lat Flexible Analysis, Dennis Wish
  • masonry shef angle design, Ken Peoples
  • History of Plywood, Will H
  • RE: Colorado PE... Continuing Education, Stuart, Matthew
  • Gypsum ceiling as structural diaphragm, Jim Wilson
  • Condos. Charging for the extra E&O insurance costs., David Merrick
  • Bentley View, jwknospam
  • RE: ... Continuing Education, Stuart, Matthew
  • Re: Incoming Fax, Bill Polhemus
  • Autocad LT, Brian K. Smith
  • Governing Wind Loading in Egypt, Tom Skaggs
  • RE: Thanks :), Donna Gochenaur
  • Preventing Cracked Tile and Grout on Wood Substrates, Frank Woeste
  • 2nd Annual Bridge Seminar, Rbengrguy
  • Mexico seismic code, G. Bunkers
  • So What About This SEI Thing?, Bill Polhemus
  • Acad mtext, S. Gordin
  • Gusset Plate Design for SCBF and OCBF, Szuchuan Chang
  • High School Bridge Building, Rbengrguy
  • l/600 or l/720 brick veneer light gage back-up, Ken Peoples
  • Clients and Permits, James Cohen
  • [no subject], Chad Van Kampen
  • IBC 1617.4.6 Interpretation, Systems Engineering Ltd.
  • CMU Retaining Wall installation Problem, Joe Grill
  • Re: Structural Demolition Consultant, GSKWY
  • CMU retaining wall 5' to 9', Robert Freeman
  • two slabs, David Handy
  • Re:, Paul Crocker
  • SIPS panels - Structural Insulated Panel System, John C. Jones
  • GCpi=0?, John Peterson
  • Adopting the IBC Existing Building Code for URM In California?, Dennis Wish
  • Re: Design for Liquifaction (or mitigation thereof), Gale45man
  • Mat Foundation Software, Rich Lewis
  • RE: [SPAM] - Mat Foundation Software, Syed Faiz
  • Continuing Education on Line, M. David Finley, P.E.
  • Re: The failings of (engineering) organizations, Rbengrguy
  • SIP Design, Eric Tompos
  • Bar joist designation, Ghias Dean
  • SIP panels, Jared Keyser
  • Structural position available - Chicago, David Fisher
  • Failings of (engineering) organizations, Robert Freeman
  • Re: Tank, Will H
  • Catch-22 Software Cost, Rich Lewis
  • Fw: Clients and Building Permits, James Cohen
  • shear values for screws in metal stud, Michael Laplante
  • Soil Solidification, Michael L. Hemstad
  • Overhead Costs, Sherman, William
  • SEAOI / NCSEA Move, Rbengrguy
  • Residential Building Permit, Wontae Kim
  • Looking for ICO Systems, Inc. - Boston, Ken Peoples
  • Re: On topic - Solipsism a reply to Polhemus _ Was: The failings of (engineer..., BCainse
  • Politics, ASCE, democrats, jews, negroes, mexicans, Ali Baba, and other engineering themes..., Alberto Guida
  • RE: residential bldg permit, akester
  • solo engineering: hourly jobs/software investment/etc, akester
  • Post v. Column defined, Jim Wilson
  • ITEM: "Cement Remains in Short Supply While Consumption Increases", Bill Polhemus
  • RE: The failings ... I second the motion!, TED RYAN
  • On-topic... engineering list moderation and outsourcing (was RE: The failings of (engineering) organizations), Honles, Thomas
  • RE: ASCE wind loading diagrams, TED RYAN
  • RE: wind load diagrams, Honles, Thomas
  • Dynamic design of machine foundation, Rich Lewis
  • Fw: Dynamic design of machine foundation - Shear Modulus, THunt
  • RE: seaint Digest for 13 Dec 2004, Craig Hawe
  • conduit support truss, Ken Peoples
  • APA 303 siding for roof sheathing, Haan, Scott M.
  • Re: From IEEE, Rbengrguy
  • Glulam Beam Retrofit, Eknrinc
  • solo eng. fees cont., akester
  • Solo Practice - Billing Software, M. David Finley, P.E.
  • Pole Barns, Gray Hodge
  • number crunching, Ken Peoples
  • F-numbers, GSKWY
  • Multiple Taxation - City Business License, Dennis Wish
  • washers req'd?, David Topete
  • 3x3x1/4 plate washers in IRC vs. 2x2x3/16 in IBC, Haan, Scott M.
  • Bolt bearing on beam web, G Vishwanath
  • glulam beam, Cope, Anne
  • RE: Equal Tension/Comprression Capacity Device, Garner, Robert
  • ASCE wind wisdom sought, David Topete
  • Re: Aluminum girts and stainless steel screws, Mark Gilligan
  • Re: The Failing of the Professional [engineering] Organizations - Redux, Rbengrguy
  • Intellectual Property, Wontae Kim
  • solo engineers- W-9 question, akester
  • HP330, smithegr
  • Puerto Rico, smithegr
  • solo eng. stuff cont...., akester
  • Reinforcement by Steel In R.C.C. Construction :, Bhavin Shah
  • asme, Gary Hodgson & Associates
  • vinyl sheet piles, akester
  • Dynamic analysis, Shamini Wijay
  • Effect of Volume Factor for Glulam Cantilever, Hansen * Hokama, Structural Engineers
  • Merry Christmas, Nacionales Alex
  • Some Sanctions on Iranian Authors Removed, Abolhassan Astaneh
  • Fw: Disaster mangement in California- contacts needed, James Cohen
  • Seismic Zone for Los Cabos, Scott, William N.
  • AWWA D100, Al Grathwol
  • Live load reduction and load combinations, Bruce Holcomb
  • Can a Historic Building be taken down by the property owner?, Dennis Wish
  • Re: Can a Historic Building be taken down by the property owner?, Gautam MANANDHAR
  • Soil swell, GSKWY
  • HOW CAN YOU FELLOWS TALK ABOUT FEET?, ASC
  • historic bldgs and dirt, akester
  • Puerto Rico Seismic Zone, refugio rochin
  • Earthquake force considered in load combination (IBC2000), Ali Karimzadegan
  • W21x48 and W21x55 beams, Ken Peoples
  • Demo of a Historic Building, Fred Turner
  • Happy Holidays and Seasons Greetings!!, Syed Faiz
  • RE: [Spam] - Happy Holidays and Seasons Greetings!! - El filtro Bayesiano detecto spam, Jorge R. Garone
  • Crumbling concrete, Jordan Truesdell, PE
  • Minimum Reinforcing for thick slab on ground, Rich Lewis
  • Solid masonry below grade, Jim Wilson
  • Santa Claus as Seen by an Engineer, Caldwell, Stan
  • Re: Where to find experienced Engineers for employ., Hassan
  • Bldg Expansion joints, David Topete
  • IBC Seismic response spectrum, Sherman, William
  • Re: Strap hold down detailing, Mlcse
  • Fw: Why Merry Christmust?, Junata
  • Interpreting Analysis Results, Bill Allen, S.E.
  • Compliments Of The Season, Daryl Richardson
  • RE: [SPAM] - Santa Claus as Seen by an Engineer, Syed Faiz
  • Quotes of the Day - Christmas, Syed Faiz
  • Tsunami, G Vishwanath
  • Article from the Chicago Sun-Times, rbengrguy
  • IL SE license, John C. Jones
  • In Memory Of Those Killed In The 12-26 Tsunami - And The Survivors, Bill Polhemus
  • PE Liscense, Brian S Bossley
  • Re: Strap hold down detailing, Tsunami, Thor Matteson
  • Pier Natural Frequency, Rich Lewis
  • RE: [SPAM] - FW: Tsunami, Syed Faiz
  • NATURAL FREQ OF CANTILEVER PIER, ASC
  • Re: Cranes: Curved Track Monorail, Suresh Acharya, PE, SE
  • RE: Can a Historic Building be taken down by the propertyowner?, Michael Bryson
  • Looking for "Theory of Elastic Stability" by Timoshenko and Gere, 윤광렬
  • LEARNING DYNAMICS, ASC
  • Applicable Building Codes in Texas, Randall H. Collier
  • Geotech Labs, GSKWY
  • Exotic Wood Question, Caldwell, Stan
  • Science project, James Cohen
  • CFS gage on drawings, bbyrom
  • Journal of Environmental Engineering, Ken Peoples
  • Archives, John C. Jones
  • IL License, John C. Jones
  • Exotic Woods, Michael L. Hemstad
  • 9.0 Earthquake, ECVAl3

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