SEAINT Mail Archive 2008 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 814
  • Advertizing one's absence, G Vishwanath
  • Was RE: Damping percentage Now Seaint Reputation, Jim Getaz
  • Welds for a 4 plates column (Flexure section ), Ángel Gómez (megared)
  • Seismic Charges, Rich Lewis
  • Bad Codes, Garner, Robert
  • Re: Hardy Frame Moment Frame, ASLCSE
  • Citing Publications In Your Technical Writing, bill
  • Geotech contractors, Padmanabhan Rajendran
  • re: ACI codes, Andrew Kester, P.E.
  • CMU sealing- architectural question, Andrew Kester, P.E.
  • RE: Moment Frame Lateral Restraint/Location, Thor Tandy
  • Steel Deck Cantilevers, Wesley Werner
  • re: steel deck, Andrew Kester, PE
  • Code load combinations, Gary L. Hodgson and Assoc.
  • Hollow Core Design, William Haynes
  • re: hollow core details, Andrew Kester, PE
  • Old Gypsum Bulb Tee Roof System, Rich Lewis
  • Wall framing with I-Joists, Yi Yang
  • Steel Moment Frames per ASCE 7-05, Larry Hauer
  • [no subject], Larry Hauer
  • ETABS _ General Section, rahman shahshenas
  • re: 12" frame walls, Andrew Kester, P.E.
  • Stainless Steel Wire Hangers for indoor pool, Reza Dashti Asl
  • Full Pen Weld at Channel, Joseph R. Grill
  • Curved GluLam tie, Gordon Goodell
  • Is it a Braced Frame or Cantilevered Column?, Joseph R. Grill
  • OSHPD SCBF's using HSS Braces, Gerard Madden, SE
  • Seismic Factors for Soil Nail Walls, refugio rochin
  • Southern Calif residential Engineers, erik_g
  • Re: seaint Digest for 18 Oct 2008, Steiner, Matthew
  • Job referral in East SF Bay Area, Thor Matteson
  • varying shear flow in concrete beam., Michael Laplante
  • re: shear flow, Andrew Kester, PE
  • Fuse type fasteners, dave brown
  • ASCE investigation of Katrina and WTC-Assoc. Press Story, Abolhassan Astaneh-Asl
  • The How and Why of Arctic Char in Ireland., Bob Benedict ra
  • Jurisdictions That REQUIRE Engineer's Observations, Bill Polhemus
  • Support for veneer over openings, Joseph R. Grill
  • 1973 UBC DF/L design values, Jeffrey T Flansburg
  • When wind governs with No Seismic, Tejas Goshalia
  • Finite Element Analysis, David Francis Caballero
  • Diaphragm Continuity at Continuous Ridge Vents, Michel Blangy
  • RE: Subject When wind governs with No Seismic, Andrew Kester, PE
  • re: EOR observations, Andrew Kester, PE
  • Welded Connection at OMF, Joseph R. Grill
  • iCrete?, Bill Polhemus
  • beam col connection at OMF, Joseph R. Grill
  • ACI 318-08 Section 14.8 Alternate Design of Slender Walls, Andre Sidler
  • depth of footing above bottom reinforcement, Christopher Banbury
  • Packing peanuts?, Gordon Goodell
  • 2007 CBC Section 1805.7.2.1, Bill Allen
  • Re: : Jurisdictions That REQUIRE Engineer's Observations, Jim Getaz
  • Elevator load factor., Jordan Truesdell, PE
  • Rammed earth construction, Michael Hemstad
  • Residential garage floor live load, ken ng
  • Re: Residential garage floor live load >>> Code, Rhkratzse
  • Re: seaint Digest for 2 Nov 2008, Adam Vakiener
  • Horizontal Irregularities, Doug Mayer
  • fall protection systems, Ing. Benjamín Arcos Reyes
  • Off-Topic- Greetings and best wishes, G Vishwanath
  • Buoyancy, Bill Allen
  • Seismic Design of Nitrogen Storage Tank, seaint04
  • Green Roof Live Loads, Wesley Werner
  • HH Robertson deck, Drew Morris
  • More Plywood Diaphragm ?'s, Doug Mayer
  • Can anybody answer this?, Murvin Ragaven
  • Re: More Plywood Diaphragm's, AWC Info
  • RE: Twisting of rebar, Farzin Rahbar
  • Wood wall sheathing, Michael Gregory
  • Re: Slab on grade, Rhkratzse
  • Re: Slab on grade >>> Sunday!, Rhkratzse
  • SS "slip critical", jrc1050
  • Soldier Beam Retaining Wall Design Practice, Phil Doody
  • Retaining Wall Design Practice (Seismic), Paul Feather
  • Roof height for A-Frame, David Topete
  • Sg rods at purlins, Drew Morris
  • RE: STRESS AND FORCE, Conrad Harrison
  • Water Bag Load Testing, Stuart, Matthew
  • Fwd: Compression check, Michael Liew
  • Flush Moment end plate connections, Rand W Holtham
  • Wood SW compression check., Michael Liew
  • Glazing Blast Loads, William Haynes
  • 1.2 stress increase, Mark D. Baker
  • FW: Wood SW compression check, AWC Info
  • JV - Opp Beverly Hills, David Fisher
  • RE: Flush Moment end plate connections -- -> DESIGN GUIDE 4, Acharya, Suresh
  • 20,000 more engineers..., Casey K. Hemmatyar
  • Limit on pour height?, Bill Allen
  • Collision Load for Highway Bridges, Oz Oz
  • K distance encroachment, Joseph R. Grill
  • Concrete Bearing Pressure at Base Plates, Joseph R. Grill
  • Structural Engineer on FRINGE, Tom . Hunt
  • Limit on Pour Height, Jim Lutz
  • re: doubler plates, Andrew Kester, P.E.
  • Snow Drift From Higher Structure, Jeremy White
  • Expansion Joint in Building, edmondo san jose
  • Tall CMU Core Divider Wall, William Haynes
  • Upward load on slabs per UFC 4-023-03, David Watt
  • OCBF Requirements, Larry Hauer
  • Progressive collapse, cairo briceño
  • Wind Loading Reference, John J. Treff
  • Use old 2D autocad typical details when putting plans together in Revit?, Haan, Scott M POA
  • Concrete Beam with Axial Loading, John J. Treff
  • Corrosion Protection for long-term non-cast rebars, Oz Oz
  • Arkansas, Gary L. Hodgson and Assoc.
  • Cost Effective Mechanical Lap Splice?, Bill Allen
  • Deletion of ASTM F1642 Airblast Testing from USGS Specs, Dickey, David
  • RE: Wind load on sloped roof with parapet, Jeff Smith
  • Moment Resisting Frame, edmondo san jose
  • re: lap splices, Andrew Kester, P.E.
  • Anchor Bolt Embedments, Joseph R. Grill
  • public works projects, christopher . banbury
  • Prestressing documents related to Cable Stayed Bridge Project, Nittsi
  • Inground Pool Design, Michel Blangy
  • Pressure treatment of wood, erik_g
  • FW: ASCE wind on parapets, Jason Christensen
  • Alaska Arctic Engineering Courses, Paul Blomberg
  • IBC, Gary L. Hodgson and Assoc.
  • DYNAMICS: Machine Run-Up, Bill Polhemus
  • period of straight steel stack, Joseph R. Grill
  • foundation and slab for houses affected by fire, DA ENGINEERING
  • PT Beam Horizontal Construction Joint, Daniel Popp
  • friction angle of saturated soil., Michael Laplante
  • Old Steel Sections, Gerard Madden, SE
  • re: fire damaged slab, Andrew Kester, P.E.
  • HUD guidelines for stick built homes?, Jim Wilson
  • re: in-ground pool design, Andrew Kester, P.E.
  • Concrete design, Jason Christensen
  • LA CA Geotechnical Engineer Recommendation, Ken Peoples
  • Alloy for high temperature application, Ken Peoples
  • Square notch on wf beams, Marlou Rodriguez
  • Re: Wind Load on Wood Fence, Rhkratzse
  • Special Concrete Shear Walls, m sh
  • Wind forces, HBAP
  • IBC v IRC, Jason Christensen
  • wind load on fences/walls, Andrew Kester, PE
  • Re: Wind force -- codes, building design, officials, etc., Rhkratzse
  • Overview ASCE7-05 and IBC:2003 Wind loading., Conrad Harrison
  • nat mohanram sent you a Friend Request on Yaari, nat mohanram
  • Seismic Loads in Ceiling, Bill Allen
  • Building Code and Other National Standards, Paul Blomberg
  • Radiant Floor System on Plywood Subfloor, Michel Blangy
  • Wood testing, SCHFUN
  • RE: ASCE 7-05 and IBC 06, Donny Harris
  • Christmas Greetings!, Jeff Coronado
  • merry christmas, Alfred Müller
  • Best Wishes, Daryl Richardson
  • [no subject], David Fisher
  • re: Merry Christmas & Happy 2009, Casey K. Hemmatyar
  • Reindeer live load, erik_g
  • Reminder: Please Respond to nat's Invitation, nat mohanram
  • Topped Hollow Core Slab and CMU Wall Construction, Rich Lewis
  • HNY2009, Lakshmana Nukala
  • Removal of formwork for Vertical member, Nittsi
  • component and cladding vs MWFRS, Andrew Kester, P.E.
  • Re: Wind Load Topographic Effects, Jnapd
  • happy new year, Arun Kumar
  • Happy new year., Arun Kumar
  • re: C & C vs MWFRS, Andrew Kester, P.E.


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