SEAINT Mail Archive 2004 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 1954
  • Re: Ridge beam/joist analysis, Gary Hodgson & Associates
  • Re: garage, JPRiley
  • Hot Dipped Galvanizing Cracking, Richard M. Beldyk, PE, CPEng
  • Re: Ridge beam/diaphragm analysis, Rand Holtham, P.E.
  • European Design Work, Dave Adams
  • Wood beam splits, Michael L. Hemstad
  • Re: Plywood shearwall in Plumbing Wall, Rand Holtham, P.E.
  • RE: Concrete curing, Derek
  • Out of office reply, Hans E Boge
  • Gable dia. was Ridge beam/joist analysis, Jason Atwood
  • Re: Tales of Terror #1: Architects doing engineering, chuck utzman
  • Re: seaint Digest for 1 Jul 2004, Timothy Rodden
  • Re: OMF Connection Design, ASQENGG2
  • FW:, David Fisher
  • Offshore services, Christopher Wright
  • RE: Anchor Bolts in CMU, Harold Sprague
  • Tank wall coefficients, Joe Grill
  • RE: Concrete shrinkage (was curing), Sherman, William
  • Roger Turk Responds, Roger Turk
  • Roger and I, Dennis Wish
  • Long Live Roger Turk!, G Vishwanath
  • buried structures--blast resistant design--conventional weapons, Gale45man
  • Spreadsheet - Ridge beam/joist analysis, Dmitri Wright
  • Sill plate washer - 2x2 or 3x3?, Dmitri Wright
  • Re: buried structures--blast resistant design--conventional weapons, Himat Solanki
  • RE: Allow. Stresses for Cast-in-Place Piles, Jesus Gomez
  • RE: virus culprit, Caldwell, Stan
  • Shear capacity of a solid stud wall?, L. Pack
  • Summer Doldrums, Bill Polhemus
  • Autoreply: seaint Digest for 6 Jul 2004, mbaker
  • RE: Paris airport roof collapse, Bernard, Scott C.
  • OMF connections -special load combinations used to approximate maximum force to system?, Haan, Scott M.
  • Wood Floors and Weights, Jason W. Kilgore
  • Cancer Struggles, refugio
  • paris roof collapse, Andrew Kester
  • RE: Wicca, Regis King
  • Existing Hanger Evaluation, Mark Pemberton
  • Ledger to stud connection, Drew Morris
  • LG Truss bracing steel beams, Jim Wilson
  • Drywall attached to curtain wall framing, jascopac
  • Joints in concrete floor slab on bar joists, DSmith7367
  • Calculation Software, Jason W. Kilgore
  • "North to Alaska?", Bill Polhemus
  • 1630.9.1 Determination for Delta sub-S, Dennis Wish
  • Static vs. Simplified Static design, Dennis Wish
  • Re: Pocket door in a wood shear wall, Jnapd
  • RE: OMF Connection Design - Force limit, Carter, Charlie
  • Re: AISC database and Mathcad, Charley Hamilton
  • Diversity in Mental Streams, refugio rochin
  • [Fwd: FW: AISC database and Mathcad], Charley Hamilton
  • Framed Floor System Vibration - Human Perception vs. Equipment Sensitivity, Stuart, Matthew
  • PCI Journal 'Trade', Wontae Kim
  • Re: ENGINEERING HUMOR: ACAD Monkey, Charley Hamilton
  • Plated Truss Lateral Frame, Jason W. Kilgore
  • (no subject), Jnapd
  • Suspension pedestrian bridge, DSmith7367
  • Combined Earth and Earthquake loading /2003 IBC/4-story bldg., refugio rochin
  • Re: Software maintenance (was Calculation Software), Christopher Wright
  • Fees and Insurance for Structural Observations, Jonathan Smith
  • Re: Structural vibration question, Christopher Wright
  • to alaska.., Andrew Kester
  • North to Alaska?, Michael L. Hemstad
  • PCI Journal Trade, Wontae Kim
  • Truck Design Loads, richard lewis
  • welding weird stainless steel, Gale45man
  • diaphragm discussions, Andrew Kester
  • Existing Bar Joist Capacities and Problems....., Daniel Boltz
  • Importing .dxf files in SAP2000, Anantha Narayan C.K.
  • [no subject], Mumtaz Hassan Lashari
  • 2-hour area separation wall, Robert Freeman
  • Re: MARKETING: A Little Brain-Storming, Please, BCainse
  • looking for rack for stick sets, Ken Peoples
  • Firewall Connection, Derek
  • CSI MasterFormat revisions, Carter, Charlie
  • Roger Turk, Raymond Shreenan
  • Re: Excel equations *was Calculation Software, Markajohn
  • Masonry Retrofit / Rehabilitation - Help!, ASQENGG2
  • RE: Minimum number of bars in a 6 in. width conc. beam, Martin Li
  • aggregate size / nw slab on deck, PFFEI
  • Check out this ENR story, rlabbe
  • CMU Retrofit and Rehabilitation - Help, ASQENGG2
  • Guardrail design, Reza Dashti Asl
  • CMU RETROFIT, ASQENGG2
  • Need a referral, v . t . eskelsen
  • OT: Self-Employed Health Insurance?, Bill Polhemus
  • RE: aggregate size / nw slab on deck, Harold Sprague
  • Re: 3Xs at Abutting Panel Edges, BCainse
  • Mezzanine floor slab without reinforcement, DSmith7367
  • [no subject], Hassan Lashari
  • [no subject], Chad Van Kampen
  • Re:, Christopher Wright
  • Parking garage column impact loads in code?, Haan, Scott M.
  • New wood floor in existing masonry building - ties required at 4' oc?, Haan, Scott M.
  • OFF TOPIC, Edward
  • RE: New wood floor in existing masonry building - ties required a t 4' oc?, Scott, William N.
  • [no subject], Hassan Lashari
  • Free Windows Version Bridge Design Software, TJ_Fu
  • Vehicle Barrier in Parking Garages, Jared Keyser
  • Rigid diaphragm question, Mark D. Baker
  • FW: Frank McClure Memorial Service, Tom Skaggs
  • Light Gage Truss / Top Track Detail, douglas parker
  • Re:, Shake
  • 1980s PT Systems, Paul Crocker
  • Re: Excel VBA for Formula Dispay-- Was Excel equations *was Calculation Softw..., Markajohn
  • RE: Calculation Software and problem with VBA module, Scott, William N.
  • California Civil PE, Heide Hooks
  • 1997 UBC section 1923.2 vs 2000/2003 IBC 1913 & ACI 318-02, utej
  • RE: 5/8" Thick WSP Panel Identification Index: 40/20 vs. 32/16, Tom Skaggs
  • Re:, ECVAl3
  • RE: Calculation Software - Excel tips and Circlemath, Christopher Wright
  • Assessing fire damage to steel, Jordan Truesdell, PE
  • Re:, Warren.Foy
  • Concrete Cracking Moment Formula, Wontae Kim
  • Mathlab, Silenio Marciano de Paulo
  • Design Acceleration of Zone 3 in Jordan (Middle East) ..., Rangelow, Peter Dr. HTC/DE/FRA
  • Flagpole Foundation, Eknrinc
  • OSB water damage, arrphoto
  • RE: 5/8" Thick WSP Panel Identification, Roger Turk
  • Support framing for composite metal deck diaphragms, Paul Feather
  • Importance Factors, Chris Banbury
  • Need specification (written) for repair of soft and spalled concrete wall, Dennis Wish
  • Public Works Concrete Retrofit, Interior retrofit and remodel and new light-frame construction Project in Palm Springs area, Dennis Wish
  • non-engineers, Andrew Kester
  • ibc 2000 seismic design values, Jen Wadsworth
  • exposed T&G decking, Jim Hill
  • NDS calcs, Jeffrey Fertich
  • POST TENSION SOFTWARE, Alex
  • Slab on grade minimum steel per PCA, Jim Wilson
  • Under floor clearance, Joe Grill
  • puddle welds on lt gauge, Andrew Kester
  • Seismic Upgrades, Jason W. Kilgore
  • Q: Residential Floor Framing [DUMB], Bill Polhemus
  • Soldier Beam/Pile Design, SE3949
  • Re: WOOD: Really THINKING About The Framing..., Stanley E Scholl
  • Moment Frames with Slip Critical Shear Connection, Tripp Howard
  • H3LP REQUESTED: Paper on "Structural Design for Residential: A Comparative Study", Bill Polhemus
  • Re: H3LP REQUESTED: Paper on "Structural Design for Residential: A Comparative Study", Himat Solanki
  • RE: H3LP REQUESTED: Paper on "Structural Design for Residential: A Comparative Study", Jen Wadsworth
  • "Structural Design for Residential: A Comparative Study", Stanley E Scholl
  • Classifications of Engineers, jascopac
  • Marine Platform Design, richard lewis
  • RE: Drift Requirements, G M
  • Q: Trimming Down a PSL Beam, Bill Polhemus
  • Definition of Unstable, Caldwell, Stan
  • Existing Lintel Support, CanitzCF
  • Radiant heating with post-tensioned slabs, Tom Higgins
  • Re: Elasticity and Plasticity, Christopher Wright
  • cutting PSL beams, Andrew Kester
  • FAX software - sorta off topic, Jason W. Kilgore
  • RE:Definition of Unstable ===>>what SALVADORI has to say about STABILITY., Syed Faiz
  • non linear analysis of thin plates, jascopac
  • Fax solved, DSmith7367
  • Re: Unsubcribing, was Re: FW: Definition of Unstable, BCainse
  • RE: [SPAM] - Re: Definition of Unstable ===>>what SALVADORI has to say about STABILITY, Syed Faiz
  • seaint Digest for 27 Jul 2004, Mark Gilligan
  • Why Buildings Fall Down (and stand up), Andrew Kester
  • RE: [SPAM] - Why Buildings Fall Down (and stand up), Syed Faiz
  • question concerning books, Mohammed abba
  • ACI318-99 (USED book wanted), Khashayar, Casey Hemmatyar
  • RE: [SPAM] - Re: [SPAM] - Why Buildings Fall Down (and stand up)==>>THANX Paul!, Syed Faiz
  • RE: [SPAM] - Re: Why Buildings Fall Down (and stand up) ==>>yet another book, Syed Faiz
  • Slab/Column Connection and Detailing, Hui LI
  • Re: ACI318-99 (USED book wanted), Khashayar, Casey Hemmatyar
  • HSS Corner Radius, Yi Yang
  • Snow Drift Load, Wontae Kim
  • what a difference a day makes, Chris Campbell
  • Torsion in Stair Girder, Himat Solanki
  • RE: Shear Tabs (was RE: seaint Digest for 27 Jul 2004), Chris Banbury
  • Concrete Retaining Wall Control Joint and Expansion Joint Spacing, Ken Peoples
  • Strengthening soils under existing footing?, Jim Wilson
  • Q: Prefab "Drag Truss"?, Bill Polhemus
  • PT Brace, Bill Polhemus
  • RE: Prefab "Drag Truss"?, Kestner, James W.
  • Re: strengthing soils under existing footing?, Gale45man
  • RE: Concrete Retaining Wall Control Joint and Expansion Joint Spa cing, Sherman, William
  • RE: Trimming Down a PSL Beam, Puskas, David
  • banging bolts, Carter, Charlie
  • Building Snow drift, Jared Keyser
  • PT bm to Shearwall, Will H
  • Anchor Bolts embedded in Reinforced Concrete, Kestner, James W.
  • CONSTRUCTION: Square Foot Costs for Light Commercial, Bill Polhemus
  • Antenna towers IBC wind load requirement, Haan, Scott M.
  • Re-use revisited, Mark Pemberton
  • Single angle bending members, Joseph Grill
  • RISAFloor and importing .dxf files, Michael S. Jones
  • A Digital Library for Earthquake Hazard Risk Identification and Infrastructure Management, Chitra Javdekar
  • MathCad Civil Programs, richard lewis
  • Concrete slab recommendations for gymnasium wood floor, Ken Peoples
  • AASHTO No. 57 - "nominal maximum aggregate size", Ken Peoples
  • "American Institute of Engineers", Dave Adams
  • Special Truss Moment Frames and Joist Girders, Rick Burch
  • MOMENT CURVATURE RELATIONSHIPS, BHASKAR BONGARALA
  • CONCRETE: Testing for Bonded Overlay, Bill Polhemus
  • RE: "American Institute of Engineers" (Scott), Dave Adams
  • gym floor slabs, Andrew Kester
  • Mass concrete, Yi Yang
  • FW: CMU Site Wall using 2001CBC, Molly Skinner
  • Book on Structural Steelwork Connections, mark francois
  • Fw: Mass concrete II, THunt
  • retaining all vehicle surcharge, Mark D. Baker
  • STEEL: Lateral Support for Open-Web Steel Joists, Bill Polhemus
  • RE: FW: CMU Site Wall using 2001CBC -- Warning: Comical Aside, Harold Sprague
  • Value for EI in tall wall, Joe Grill
  • Silica Fume, Stuart, Matthew
  • Re: Load Capacity of a Holddown Post as a Compression Member, Ben Yousefi
  • Coastal Loading of a Boat Dock, Brian M. Spencer
  • Hobe Sound building collapse, Chris Banbury
  • RE: Nels- Compression Member, Andrew Kester
  • IBC2003 for single family, Eli Grassley
  • Detail Review, Bill Allen, S.E.
  • Bridge Design Software, Padmanabhan Rajendran
  • Books (obsolete) wanted (PCA Notes on ACI 318-99 & PCA Notes on ACI 318-99), Khashayar, Casey Hemmatyar
  • Expansion Anchor Pull Tests, Maxwell
  • Expansion Bolt installation, Christopher Wright
  • RC Column Axial Load Equation -, PRMeng
  • RC column Axial Load Equation - ACI, PRMeng
  • [no subject], Bill
  • [no subject], GSKWY
  • RE: (none) Virus (JS/IllWill Virus), Khashayar, Casey Hemmatyar
  • RE:, Syed Faiz
  • Structural steel--isolated joints, Rand Holtham, P.E.
  • [no subject], Kspeoples
  • [no subject], Bill
  • RE:, Hans E Boge
  • [no subject], H.d.richardson
  • [no subject], Gvshwnth
  • [no subject], Mark
  • [no subject], Seaint-ad
  • [no subject], Chamilto
  • [no subject], Rich
  • [no subject], Barrywelliver
  • [no subject], Rburch
  • [no subject], Jccpc
  • [no subject], CanitzCF
  • [no subject], Fturner
  • [no subject], Terri
  • Load Capability of Existing Timber Piles, IRV FRUCHTMAN
  • [no subject], Jkilgore
  • RE: "price virus", Caldwell, Stan
  • California Building Code--Em, Michael L. Hemstad
  • Old Seismic Values, Jason W. Kilgore
  • AASHTO provisional standards - PP34, Mueller, Oliver
  • RE: Seismic Prov. Bracing Connections, Carter, Charlie
  • On the lighter side, Jnapd
  • Frequently used steel sections in US, Gupta
  • Bar Joists parallel to masonry walls, Jim Wilson
  • FW: RAM ADVANSE STUDENT VERSION NOW AVAILABLE!, John J. Treff
  • FW: FW:stranded pakistanis demand repatriation, Syed Faiz
  • Peak ground acceleration, Spectral acceleration,, wbassett
  • Wood door jamb connection at base, Paul Ransom
  • Maximum steel spacing in concrete walls, Jordan Truesdell, PE
  • the story of the hurricane, Andrew Kester
  • FOUNDATIONS: "Geotechnical Report Required?", Bill Polhemus
  • IBC 2003 industrial stair, Ken Peoples
  • Re: [1.1] RE: Wood door jamb connection at base, Paul Ransom
  • Re: the story of the hurricane- questions, Stanley E Scholl
  • Hurricane Charley - MPG video clips, KRALIK Georg -NUCLEAR
  • DQoD: "Lateral Torsional Support from Gypsum Board", Bill Polhemus
  • mobile homes, Andrew Kester
  • Nonshrink Grout Thickness, richard lewis
  • WOOD: "Economical Spacing of Rafters/Joists", Bill Polhemus
  • Wood roof joist/rafter spacing, Robert Freeman
  • Stainless Steel, Jason W. Kilgore
  • Earthquake Loads UBC 97-IBC2000-2003, prmeng
  • Cracks in Blocks in Fire Tower, Gary Hodgson & Associates
  • Which ASCE 7 to Use?, Joe Grill
  • Eyebolts & Eyenuts, M. David Finley, P.E.
  • peer review - MASS, dfisher(--nospam--at)fpse.com
  • Boundary elements in shearwalls, Will H
  • Design Wind Speed - US Virgin Islands, Gray Hodge
  • bolts in fire tower, Andrew Kester
  • Charlie Pics, Andrew Kester
  • Rolling A36 Steel, richard lewis
  • test, engineer101
  • Steel Detailing Book, engineer101
  • Re: reinforced concrete design question, rcaimmel
  • wind damage evaluation, Andrew Kester
  • job referral, Mark D. Baker
  • TEST Message .. Please Delete, Shafat
  • Weakened Shear Plane In Brick (URM) Wall, Zone 4, Jon Brody
  • Daily Digest, KRALIK Georg -NUCLEAR
  • RFI: Research Data on Lateral Design of Residential Structures, Bill Polhemus
  • Concrete Mix Design Variations, Paul Blomberg
  • RE: Research Data on Lateral Design of Residential Structures, Dave Adams
  • John McDonald is out of the office., jsm
  • IBC2000 1809.3.1 Auger Cast Piles, Will H
  • Fw: R for Piling Design, Rlabbe
  • Seismic loads on Retaining walls, Sherman, William
  • Basic Wind Speed in Indonesia, Gunnar Hafsteinn Isleifsson
  • cut threads vs rolled threads, William Pulyer
  • RE: Steel-Detail: cut threads vs rolled threads, Carter, Charlie
  • Warning - Spreadsheet error, Jason W. Kilgore
  • RE: [native materials and methods] was: Re: wind damage evaluation, Dave Adams
  • FW: Connecticut Third Party (Threshold) Structural Engineering Reviews, Stuart, Matthew
  • SAE J429 dimensions, Paul Ransom
  • RE: Concrete Slump, G M
  • O.T.: "VPN and Document 'Check Out'", Bill Polhemus
  • Roof Load Duration "CD" & Members Below, AWC Info
  • RE: Overturning under sesimic load, Eli Grassley
  • RESIDENTIAL: Securing a Non-Bearing Partition Wall, Bill Polhemus
  • Statistical approach to field inspection, Jim Wilson
  • More "Responsible Charge" Stuff, Bill Polhemus
  • RE: Overturning under seismic load, Harold Sprague
  • rail clip designation, 윤광렬
  • RE: Anchor Bolts in Flexure, Harold Sprague
  • ACI 530-02/ASCE 5-02/TMS 402-02 Experts, Barry H. Welliver
  • Uplift Anchorage at Perforated Shear Wall, Joe Grill
  • Seconds from Disaster, Harold Sprague
  • RE: Seconds from Disaster / ACI 530-02/ASCE 5-02/TMS 402-02 Experts, Caldwell, Stan
  • seconds to disaster, Robert Freeman
  • RE: Code references, Sherman, William
  • Chairs for Placement of Post-Tension Cables in Slab, Bill Polhemus
  • RESIDENTIAL: What A Drag, Bill Polhemus
  • Sealing & Signing on Mylar - Problems with ink, L. Pack
  • concrete pipe barrel strength, Jen Wadsworth
  • Photes of diag braced frames., Michael Laplante
  • Roll Call for Texas SE's, Jeremy South
  • Concrete Topping Spec, Kestner, James W.
  • External braced frame, Robert Freeman
  • Los Angeles, CA Subscribers, Dave Adams
  • Los Angeles, CA subscribers-Cube, Robert Freeman
  • Screw Factor of Safety?, Jim Wilson
  • disasters, ABs, and brick, oh my.., Andrew Kester
  • OT: If You Enjoy M. C. Escher's Creations, Have A Look At This, Bill Polhemus
  • Re: Surviving Structural Collapse, Fred Turner
  • foto, H.d.richardson
  • Dunnage, Stuart, Matthew
  • Seismic loads calculation as per IBC for Kingdom of Saudi Arabia, Syed syed
  • eBay $0.99 Exam NCEES PE Civil Sample Questions & Solutions, K H
  • Plywood to Light Gage Diaphragms, Joe Grill
  • ACI 10.5.3 Minimum Flexural Reinforcement, Wontae Kim
  • "foto.zip virus", Khashayar, Casey Hemmatyar
  • PEMB question - unbraced length, Yi Yang
  • Fw: statue construction, Rand Holtham, P.E.
  • Hurricane Wind Speeds, M. David Finley, P.E.
  • hurricane diaries 2, Andrew Kester
  • 1976 Uniform Building Code, Caldwell, Stan
  • Entire Bridge Stolen In Southern Bosnia, Caldwell, Stan
  • Follow-up: 1976 UBC, Caldwell, Stan
  • 1976 Uniform Building Code - liability, insurance, etc., Gale45man
  • AASHTO Structural Sign Supports, DAN NOVAK
  • Jambs at ICF Walls, Joe Grill
  • RESIDENTIAL: Anyone for Cribbage?, Bill Polhemus
  • Glass wall structures, Jim Wilson
  • Cancle AASHTO Structural Sign Supports, DAN NOVAK
  • OT: Dupes?, Bill Polhemus
  • Welding rebar, Garner, Robert /SD
  • Welding Rebar [Fwd: Rebar splices in tension zones], Daryl Richardson
  • PRESS RELEASE: "Simpson Strong-Tie Engineer To Be Featured on CNN" (RE: Florida Hurricanes), Bill Polhemus
  • 1929 Vintage Steel Reinforcing Bars, Eknrinc
  • Weak axis bending of cold-formed steel members, Bob Riley
  • remove name from email list, jthorson3
  • Masonry arching action, Wesley Werner
  • Alternate design of slender concrete walls, Joe Grill
  • Imminent and dangerous guide, David Merrick
  • QUESTION REGARDING LRFD, ingemar
  • Vierendeel truss in wood, Scott Maxwell
  • Virendeel wood truss, Robert Freeman
  • steel connection design software, Nguyen Nam Trung
  • Job Opening, Paul Feather
  • Steel Ledger Angle, Reg Spalding
  • ASCE -7 -02 Omega subzero, Ron Hill
  • Masonry allowable bearing stress vs. wood brng stress, utej
  • RE: Structural engineer playing on Super Bowl championship team, Stuart, Matthew
  • Wheeling Bridge Deck Section Properties, Ken Peoples
  • Mtl. Studs Exterior Wall Anchorage, richard lewis
  • Re: OT: Structural engineer playing on Super Bowl championship team, richard lewis
  • Building corner wind effect - when is a corner a corner?, Jim Wilson
  • Gusset Plates, Nacionales Alex
  • Torsion on Precast Double-T, Wontae Kim
  • Re: Eagle Engineer, Rand Holtham, P.E.
  • conveyor belt, Junata
  • WOOD: Wind Uplift on Rafters, Bill Polhemus
  • pedestrian suspension footbridge, Joe Grill
  • RE: Ice room Live Load, Brian M. Spencer
  • Off Topic - Missing messages, Jim Wilson
  • WOOD: "Apparent Rigidity", Bill Polhemus
  • Special Inspection Seminars?, Tripp Howard
  • Windows XP service pack 2, Mark D. Baker
  • [no subject], Mauricio Salazar
  • Weight of Glass Block, Joe Grill
  • IBC Allowable Service Loads on Embedded Bolts??, Daniel Boltz
  • notching a steel beam, Andrew Kester
  • Lateral Load--Is it THE Design?, Bill Polhemus
  • 3D Design & Analysis Software, Gary Hodgson & Associates
  • decks, glass blocks, Andrew Kester
  • RE: lateral loads, Andrew Kester
  • Moment Connections for Wood Deck, AWC Info
  • Moment carrying capacity of L3x3x3/16, Hassan Lashari
  • SEA Texas - Annual State Convention, Speck, Todd M
  • New Jersey and IBC Seismic, Jim Wilson
  • RE: Bonnie, Charlie, Frances, and Ivan, Kestner, James W.
  • story of hurricane(s), Andrew Kester
  • RE: [Possible-Spam] Bonnie, Charlie, Frances, and Ivan, Bernard, Scott C.
  • RE: [Possible-Spam] Re: [Possible-Spam] Bonnie, Charlie, Frances, and Ivan, Bernard, Scott C.
  • Questions regarding Car Dealership Inspection, Chitra Javdekar
  • hazardous or chronic?, David Merrick
  • NCSEA Conference Coastal Engineering, Rbengrguy
  • web-site which give design/construction vedio?, Abdurrahman SAHIN
  • CONCRETE: Opinions Wanted - Joint Sealant for New Concrete to Existing, Bill Polhemus
  • SPAM-SPAM-SPAM, |Edward
  • The other side of a Hurricane Flooding, Richard M. Beldyk, PE, CPEng
  • Ivan at the Gulf Coast, Stuart, Matthew
  • civil/construction videos, Andrew Kester
  • [no subject], Peggy Dall
  • Where to find experienced Engineers for employ., Todd Lacher
  • Who regulates building officials?, rse
  • RE:, Mallard, Jonathan
  • Design of Torsion Truss, Gary Hodgson & Associates
  • Re: I crack., Paul Crocker
  • Dry Stack Rock Wall, Joe Grill
  • Anchor Bolt Shear in Round Pier, richard lewis
  • eBay: Uniform Building Code, 1994 Volume 2 (UBC 1994), Kristyn J. Hill
  • Recall: Overhang Loads, Wesley Werner
  • Overhang Loads, Wesley Werner
  • Re: Seismic Retrofit of a Tilt Wall Building in Southern California, Ben Yousefi
  • RE: Seismic Retrofit of a Tilt Wall Building in Southern California, Dickey, David
  • HP Plotters, David Topete
  • H20 Trucks, Michael L. Hemstad
  • TJI Style trusses, Paul Feather
  • please remove me for now, tarek sifaw
  • RE:, DAN NOVAK
  • CFE Seismic Design (Mexico), RainCat1
  • Intermediate Moment Frame - Extended End Plate Connections, Mark Francois
  • Fw: IBHS Hurricane Activity Update, James Cohen
  • NCSEA Annual Conference, Caldwell, Stan
  • RE: NCSEA Annual Conference & NCAA Football, Caldwell, Stan
  • Shear wall using steel stud with steel sheet / strap, Yi Yang
  • STEEL: Bolted Joist Seat Connection at CFS Wall, Bill Polhemus
  • Sign Post Design, K-Factor and L/300 Criteria, Daniel Boltz
  • STEEL: What would be the typical ASTM Spec used for Base Plate steel Fy=50 ksi?, Bill Polhemus
  • Flat Floor, richard lewis
  • LFD vs. LRFD, Chan, David
  • cantilevered flexible diaphragms / section 2315.1, PFFEI
  • RE: Future Residential Addition -- Which Way CA?, Garner, Robert /SD
  • eBay: 1994 UBC Volume 2 currently 99 cents, Thor Matteson, SE
  • Subject: Future Residential Addition -- Which Way CA?, Thor Matteson, SE
  • RE: [Spam] - Re: Roger Turk - El filtro Bayesiano detecto spam, Jorge R. Garone
  • EIT - Engineer, prmeng
  • Yahoo! News Story - Building Collapses at Dubai Airport (fwd), Scott Maxwell
  • CODES: Electronic Version Should Be Provided, Bill Polhemus
  • SOFTWARE: Do You Find "Woodworks Structural Office" To Be Useful?, Bill Polhemus
  • FW: new lightweight steel truss/bridge design, Stuart, Matthew
  • residential light gauge steel trusses, Mark D. Baker
  • Parking Garage Retrofit, Mike Zaitz
  • Job Opening - Junior Level Engr, Aswin Rangaswamy
  • Roger Turk, P.E., George Stevenson Jr.
  • ACI CODE, Helpdesk PPGS Fasilitas 1
  • RESIDENTIAL: Discussion of Load Paths, Bill Polhemus
  • HDPE Liners for Concrete Tanks, Acie Chance
  • SECB Letter, Jason W. Kilgore
  • RE: More SECB Info, Carter, Charlie
  • More SECB, Craig Cartwright


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