SEAINT Mail Archive 2009 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 1420
  • RE: Hockey Stick Graphs, Nick Horeczko
  • RE: Dallas Cowboys roof collapse, Gil Brock
  • Re: Hockey Stick Graphs >> Passports, Rhkratzse
  • Re: Hockey Stick Graphs >> Religion, Rhkratzse
  • Re: Update: Dallas Cowboys roof Collapse, Paul Ransom
  • Global Warming..., David L. Fisher
  • Re: Design for snow loads, Paul Ransom
  • Canada Day, Drew Morris
  • Re: Update: Dallas Cowboys roof Collapse >> "fear", Rhkratzse
  • BBC E-mail: Shanghai probes building collapse, David Topete
  • Revit Structure Weld Symbol, Jeremy White
  • Wide flange beams, Grathwol, Albert
  • RE: Tank uplift and repair of tank ring foundation, Harold Sprague
  • OT: MONSTER.COM Has Given Me A Social Life!, Bill Polhemus
  • Test, Richard Calvert
  • heavy timber frames, Gordon Goodell
  • RE: BUILDING CODE: Certificate of Occupancy, Bill Cain
  • Anchor Rod design, Drew Morris
  • RE: 11x17 Laser Printers, Bill Cain
  • RE: Annoying Read Receipt Requests (Was Re: Test), Peter Maregan
  • RE: seaint spam, Scott Maxwell
  • Independence Day (was Re: Canada Day), Paul Ransom
  • RE: Bolt to plywood, Scott Maxwell
  • Happy July 4 and Notorious Bill Polhemus., G Vishwanath
  • Re: Annoying Read Receipt Requests (Was Re: Test), Paul Ransom
  • Hot air recirculation, KIRTESH A GANDHI
  • AutoCAD 2010, Thor Tandy
  • Double Layer Plywood Shear Wall, ENGRLAINES
  • How to Add Sketches Into Spreadsheet?, Szuchuan Chang
  • Pitch Diameter, Richard Calvert
  • Mortar and Grout Testing, Grathwol, Albert
  • ACI 318-05, Section 11.6.1, FSRahbar
  • EXCEL PRINT TO PDF, Arun Kumar
  • Very short load duration, Jim Carey
  • REVIT Much?, Bill Polhemus
  • Listserve Test, Casey K. Hemmatyar
  • Reattaching a subpurlin to a diaphragm, Bill Allen
  • Photo-Degradation of Materials, Michel Blangy
  • Dubai, Paul Feather
  • crane overturn video, Andrew Kester
  • Infill wall sheathing dimension, Drew Morris
  • RE: Obama-Care: This Is What It Will Be Like, Paul Feather
  • Is There Any Application For PRO/ENGINEER?, Bill Polhemus
  • Re: Obama-Care: This Is What It Will Be Like re:sgordin, ECVAl3
  • ICC Green Building Code, Stan Caldwell
  • Oversizing Galvanized Bolt Holes, Richard Calvert
  • snow exposure factor - Ce, D E
  • Off Topic - News from Vish., G Vishwanath
  • Re: Canadian Tax structure (was Obama-Care: This Is What It Will Be Like), Paul Ransom
  • Inclined Trolley Beam, Jeremy White
  • Shallow Expansion Anchors, lrhauer
  • Wood building withstands major-earthquake shake test, Robert Jonkman
  • CAUTION: No Redeeming Technical Content, Bill Polhemus
  • Check out my photos on Facebook, Lakshmana Nukala
  • 1st Edition PCI Manual, Jeremy White
  • Rotating members about long axis, Thor Tandy
  • Water heater bracing, Rhkratzse
  • Re: Water heater bracing THANKS!, Rhkratzse
  • Honor Julius Shulman, Bob Freeman
  • AAMA TIR A9-91 v. 2005 Aluminum design manual, Jim Wilson
  • it should you be pleasant, nattamaim
  • Cantilevered Cloumn Systems, lrhauer
  • Retaining Walls, Salvador Dorado
  • LOGOS, Garner, Robert
  • Retaining Wall Seismic Loads, Garner, Robert
  • Welding Base Plate to Grade 8 Bolt, Daryl Richardson
  • CA Opportunities, Stuart, Matthew
  • Direct Weld of Single Angle Brace to HSS Beam/Column, Richard Calvert
  • Excel, Timothy Hilton
  • Happy Pi Approximation Day!, Bill Allen
  • Re: License [piss-ants], Rhkratzse
  • Re: License  [piss-ants], Rhkratzse
  • AWWA D100-05 3.5.1, Lakhani, Sid
  • Short Anchor Bolts Again, Garner, Robert
  • Re: License -- "sovereignty", Rhkratzse
  • NCEES/ licenses, Andrew Kester
  • Another Prestress Beam Question, Jeremy White
  • FW: Steel Framing - Aerobic vibration criterion, Stuart, Matthew
  • FW: AWWA D100-05 3.5.1 question, Lakhani, Sid
  • Dallas Practice Tent (Was Re: License), Paul Ransom
  • Lifecycle Study of five parking decks on the Urbana Champaign, University of Illinois, Stuart, Matthew
  • Concrete Piles w/ an R = 1.0!!, lrhauer
  • Concrete Fix - Manure Storage Slab, Mark Puccio
  • Re: License [well, more like licentiousness], Rhkratzse
  • It very much was pleasant to me, nattamaim
  • Gabe Bohm/TECHNIP-USA is out of the office., GBohm
  • Light-Gage Steel Shearwalls, Gerard Madden, SE
  • Re: Concrete Fix - Manure Storage Slab [OT!!], Rhkratzse
  • Re: License, ASLCSE
  • RE: License (Business), Conrad Harrison
  • FRP Reinforcement, Timothy Hilton
  • Things could be worse ..., Stan Caldwell
  • Spreadsheets for Cold-Formed Sections?, Gary L. Hodgson and Assoc.
  • Re: License (discussing industry practices in general), Hemal Modi
  • re: Texas engineer sued for roof/ stans post, Andrew Kester
  • Reflections on a Great Profession, Stan Caldwell
  • metal buildings, Gordon Goodell
  • NRTC: Fwd: Trebuchet: the Sport of Engineers, Bill Polhemus
  • The Myth of Inadequate Structural Engineering Compensation, Stan Caldwell
  • inspection form.., Andrew Kester
  • Nails to Metal Truss, Andy Richardson
  • Point supported glass, Richard Calvert
  • Aluminum on Steel -> Galvanic Corrosion, Bill Polhemus
  • Old Codes, Jim Persing
  • A Blast From The Past ..., Stan Caldwell
  • re Structural Engineer compensation, Rbengrguy
  • On the lighter side, Jnapd
  • Strength Mobilization Factor - TEDDS, Jeremy White
  • Building demolition, Drew Morris
  • Load Table for Aluminum Floor Plate, seaint05
  • Point load on garage diaphram, erik_g
  • RE: Point load on garage diaphragm, Gordon Goodell
  • Concrete Exposed To Weather (Clear Cover), Jeremy White
  • The ap, Rp Rap, Fugeeo
  • RE: -- SPAM -- The ap, Rp Rap, Fugeeo
  • Metric (was: Spreadsheets for Cold-Formed Sections?), Paul Ransom
  • Signs for Response Spectrum Analysis, Parag Bande
  • Florida Engineer, Mark Puccio
  • Off Topic: Economic Recovery, Daryl Richardson
  • Welded Shear Connectors, Doug Mayer
  • Torsion in Concrete Beam, Jeremy White
  • Accidental Torsion, Parag Bande
  • Re: Signs For RSA, Parag Bande
  • High Fly-Ash in PT slab, Joe Goldbronn
  • Re: high-rise evaluation, Long Chen
  • Re: Off Topic:  Economic Recovery -- RWM, Rhkratzse
  • RE: Slag popouts?, sscholl2(--nospam--at)juno.com
  • Warning! Off Topic - A Structural Engineering Question Regarding ACI 318-05 Appendix D, Peter Maregan
  • RE: Warning! Off Topic - A Structural Engineering Question Regarding ACI 318-05 Appendix D, Casey K. Hemmatyar
  • Fw: Warning! Off Topic - A Structural Engineering Question Regarding ACI 318-05 Appendix D - AISC Exception, Tom . Hunt
  • Re: collapse, Jnapd
  • A53 pipe substitution for HSS pipe brace, Drew Morris
  • Re: License (Business) -- GPs, Rhkratzse
  • Re: License (Business)  -- GPs, Rhkratzse
  • List errors - still, Richard Calvert
  • WALL PIER, PILASTER OR COLUMN, John J. Treff
  • Engineering topic?-1, ECVAl3
  • Engineering topic?-3, ECVAl3
  • Engineering Topic? 5, ECVAl3
  • NRTC: Can I Advertise?, Bill Polhemus
  • Deformed bars - Permissible variation in weight, Shiraz Shahid
  • Re: NRTC: Can I Advertise? ... in CA, Rhkratzse
  • Re: NRTC: Can I Advertise? ... in CA, Jnapd
  • RE: Request for Training for Curtain Wall Design, Stuart, Matthew
  • FREE TEDDS SOFTWARE, Matthew Newton
  • 16d Common Nail Lateral Design Value, Peter Maregan
  • Masonry Shear Wall, Doug Mayer
  • Aluminum Database, Richard Calvert
  • OT: I Think I Am Going To Be Sick !!, Stan Caldwell
  • ASCE Election Results, Stan Caldwell
  • Side notches in Glulam, Jordan Truesdell, PE
  • Fees, David L. Fisher
  • Seismic compression struts, xmy978
  • RE: Fees/Design review, sscholl2(--nospam--at)juno.com
  • Re: Fees (Or: Good Negotiating), Daryl Richardson
  • ASCE 7 topographic effects, Gordon Goodell
  • wind pressures, Gordon Goodell
  • re: being the prime/ Stan, Andrew Kester
  • Concrete Cover Over WF Beam, William Haynes
  • re: wyoming, topo effects, Andrew Kester
  • Wind load and pile depths for wooden fences (San Jose), Jim Ammon
  • Earthquake Engineering, Michel Blangy
  • Wind Load Question, Doug Mayer
  • Concrete Reinf Diagram, Jeremy White
  • Revit Structure (was Re: Concrete Reinf Diagram), Mike Jones
  • Old Steel Joists, Doug Mayer
  • Enercalc Version 6.0.221, Haan, Scott M POA
  • Mac conversion from PC, Glenn Otto
  • Re: Revit Structure, Jim Getaz
  • re: computer stuff, Andrew Kester
  • Seismic design requirements for nonstructural components, Mauro Bono
  • RE: seaint Digest for 28 Aug 2009, Thor Tandy
  • NCEES Revised SE I & II Exams, Stuart, Matthew
  • Concrete Cure Time, Richard Calvert
  • Gang Nail Attachment Plates, Stuart, Matthew
  • LEED / green buildings, Drew Morris
  • ACI 318 maximum reinforcement spacing., Jeff Hedman
  • Metal Building Manufacturer Accreditation/Certification, Dickey, David
  • re: bar spacing, Andrew Kester
  • Sizing of Steel Casing Pipe for Trenchless Method of Installation via Pipe Ramming, Stuart, Matthew
  • re: bar spacing in a wall, Andrew Kester
  • Waterproofing Basements, Tom Monti
  • waterproofing basement, Bob Freeman
  • Cracks at Bay Bridge Eye Lug, milo zabala
  • Geometry of haunch for moment connection, BHAVINKUMAR S SHAH
  • Ghosh diaphragm flow chart, David Merrick, Structural Engineer, Merrick Group
  • Guard Rails, Thor Tandy
  • California Building Code, Padmanabhan Rajendran
  • Ordinary moment frame in SDC "D", Vasu, Ravi
  • Re Metal Building Manufacturer Accreditation/Certification, Paul Ransom
  • Cold Formed Steel, Gary L. Hodgson and Assoc.
  • ADM05, Richard Calvert
  • World Trade Center-8th Memorial Lecture-9-11-2009, Abolhassan Astaneh-Asl
  • World Trade Center-8th Memorial Lecture-9-11-2009-Date and Place added, Abolhassan Astaneh-Asl
  • Seismic Joints, Gerard Madden, SE
  • 3x Sill Plates and IBC-09, Larry Reynolds
  • Steel Building Design, cairo briceño
  • re: high uplift base plate connections, Andrew Kester
  • A Useful Resource for PDH and CEU Credits, Jeremy White
  • RE: concrete anchorage using appendix D of ACI-318-05, Andre Sidler
  • Cross-grain Compressive Strain in Timber, Thor Tandy
  • Codes referenced by 2009 IBC, Kipp Martin
  • Vibration pads mounted in horizontal orientation, Drew Morris
  • Steel straps on wood shear walls, Jim Wilson
  • ASCE 31-03, Michelle Motchos
  • Code Evaluation Reports and California Professional Engineering Rules, Aggregate Interlock
  • stairway access to industrial faciliies, Drew Morris
  • ASCE 31-03 part 2, Michelle Motchos
  • [no subject], savksa savksa
  • cantilever column system, PFFEI
  • AISC Specification, Gary L. Hodgson and Assoc.
  • sloping beam at beam / column moment connection, Joseph R. Grill
  • Structural 'Best Practices', Rich Lewis
  • Min Collateral DL, Jeremy White
  • Question about Canadian code 1985, hosein mardanloo
  • Re: seismic accelerations, Jnapd
  • [no subject], savksa savksa
  • Design Software based on Canadian codes, hosein mardanloo
  • How to Calculate strength of embedded beams, Kapil Nandwana
  • Design of blast doors, Kapil Nandwana
  • [no subject], Richard Calvert
  • Off Topic, Chuck Utzman
  • sill plate anchor bolts, Gordon Goodell
  • EcoSteel, Yi Yang
  • Obatining Ductility Ratio of a Blast Door, Kapil Nandwana
  • Anchor cluster tolerance, Richard Calvert
  • Burierd Pipe Casings, Jnapd
  • 16 gage wire strength, Drew Morris
  • Concrete bearing on glass wall, Richard Calvert


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