SEAINT Mail Archive 2008 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 860
  • IRC - Min. Anchor Bolt Spacing, David Maynard
  • SOFTWARE: Recommend Steel Column Base Plate Design Program (AISC)?, Bill Polhemus
  • RE: seaint Digest for 1 Jul 2008, Josh Plummer
  • Duane Miller, Gordon Goodell
  • Duane, Blodgett & Timoshenko, G Vishwanath
  • Re-entrant Corner Question, Dennis Wish
  • Wood / lightframe shear walls without shear walls, Acharya, Suresh
  • test message, lrhauer
  • Elevation requirements in ASCE 24-05, Trung Nguyen Nam
  • AC Piles vs Drilled piers., Jerry Coombs
  • brick cladding survey, David Topete
  • New Code & Tests for Epoxy Anchors, erik_g
  • CMU piers & columns vs WALL, Andrew Kester, P.E.
  • PIle Cap Connection, arshad vali
  • Fibers in Composite Slab, Adair, Joel
  • Make sure you always wear your hardhat..., Michel Blangy
  • steel coupons, Drew Morris
  • RE: Pile splice question, Casey K. Hemmatyar
  • Diaphragm Chord Wood Roof, Rich Lewis
  • Diaphragm Chord Wood Truss Roof, robert . freeman
  • Location of Millhaven, Ontario, Canada, Daryl Richardson
  • Durability Design for Wood Buildings, Frank Woeste
  • PEMB Tie Beam, IRV FRUCHTMAN
  • re: ribers in composite slab, Andrew Kester, P.E.
  • sill plate, Pinyon Engineering
  • Curved GLB, Gordon Goodell
  • RE: Test to see if I'm now reconnected, Jim Getaz
  • site accident, unsafe deck, Christopher Banbury
  • flat plate strengthening, Andrew Kester, P.E.
  • RE: Brittle and Ductile steel elements, Tridib K Mittra
  • Steel Pipe fabrication & Galvanizing Specifications, Nittsi
  • Re: HUD 7584 - Question, Jnapd
  • Column Design for a Flat Slab Building, William Haynes
  • Software Recommendations (seismic), Teo, KP
  • re: mobile home tie downs, Andrew Kester, P.E.
  • 25% of Live Load added to Lateral, Dennis Wish
  • ASCE 7-05 Section 12.14.8.1 (#4) clarification needed, Dennis Wish
  • Sloped Roof snow load, Pinyon Engineering
  • knife plate in glulams, Drew Morris
  • Soils Reports, Pinyon Engineering
  • re: residential upgrades, Andrew Kester, P.E.
  • RE: Soils Reports - A Ghost Story, Harold Sprague
  • Re :Re: Steel Pipe fabrication & Galvanizing Specifications, Nittsi
  • Wood Shear Wall Nailing, Michel Blangy
  • Storage Containers, Tom Monti
  • Prestressed Double T Camber, Wontae Kim
  • scanner for masonry wall reinforcement, Christopher Banbury
  • Threaded ASTM A706 Rebars for Anchor Bolts, Szuchuan Chang
  • Re: Free LRFD Pier Design Program, Virendra Varma
  • cable guardrails, Andrew Kester, P.E.
  • re: threaded rebars, Andrew Kester, P.E.
  • Guard Rail, David Merrick, SE
  • AW: Free LRFD Pier Design Program, Alfred Müller
  • Standard Building Code - Seismic Design in Georgia in the Mid 70's, Tripp Howard
  • Soils Engineers - Athens, GA, David Fisher
  • PE exam review book, lcelee
  • Correction, FE exam review book, lcelee
  • Re: seismic analysis, Tripp Howard
  • Subject: RE: Guard Rail, David Merrick, SE
  • Staad 2007, Pedro Khouri
  • Anchors in shear perpendicular to the edge per ACI 318 Appendix D, Bill Allen
  • L.A. EQ: Typical Reaction, Bill Allen
  • ACI 318 App D, and wedge anchors, Mark D. Baker
  • wedge anchors, Bob Freeman
  • Where's reinforcement bond stress in the new code?, Bill Allen
  • Amrhein, Gordon Goodell
  • Vehicle Barriers Rule (was RE: Guard Rail), David Merrick, SE
  • Mexico Building Code, Rich Lewis
  • Overstrength factor, rahman shahshenas
  • plywood diaphragm to light gage, Joseph R. Grill
  • re: EQ and international codes, Andrew Kester, P.E.
  • MWFRS Method 1 Question, Dennis Wish
  • Slab on Grade Detail question, Dennis Wish
  • footing edges, Bob Freeman
  • Re: ACI 318 App D, and wedge anchors - More confusion [NOT A JOKE!!], Rhkratzse
  • Re: seaint Digest for 2 Aug 2008, akbar khalifehloo
  • Re: Concrete additives for Pool on roof?, Rhkratzse
  • Nuclear reactors and earthquakes (TID-7024) example, Christopher Wright
  • Above grade pool concrete waterproofing, Bob Freeman
  • fix shrinkage crack for concrete wall, DA ENGINEERING
  • shrinkage crack on 10" concrete wall, Bob Freeman
  • Anchor Bolt Pullout, ECVAl3
  • re: hooked ABs, Andrew Kester, PE
  • Plated Truss Program?, Bill Allen
  • more aci 318, Mark D. Baker
  • Re: more aci 318 -- CMU v. CIP, Rhkratzse
  • Re: hooked ABs -- "buggered nuts" (another technical term :), Rhkratzse
  • Re: hooked ABs ... & angels, Rhkratzse
  • Water Tanks, Conrad Harrison
  • wind on stair tower, Joseph R. Grill
  • RE: ASTM A513 Tube Specs., Paul Feather
  • Large diameter bolt clearances, William.Sherman
  • Ward R Malisch/ACI/Notes is out of the office., Ward . Malisch
  • RE: seaint Digest for 7 Aug 2008, Rick Stone
  • ASCE 7 Wind Gust Effect Factor, Garner, Robert
  • re: ABs..., Andrew Kester, P.E.
  • [no subject], Garner, Robert
  • Jeff Coronado, Garner, Robert
  • wood bearing problem, Gordon Goodell
  • Wood Shear Wall Top Plate Shear Transfer, Michel Blangy
  • Prestressed Box girder cable bridges, Nittsi
  • Wind load design for Photovoltaic panel installations, Dennis Wish
  • OSB Shear wall nailing, Joseph R. Grill
  • SDC D Ordinary Moment frame connection using HSS sections, Joseph R. Grill
  • Anchor Studs in Concrete in Seismic, Joseph R. Grill
  • re: solar panels/ liability, Andrew Kester, P.E.
  • API Pipes as Pile Matl, milo zabala
  • Manufactured Building Products: Structural Assessment, Conrad Harrison
  • Ahkam Syahril is out of the office., Ahkam Syahril
  • Gabe Bohm/TECHNIP-USA is out of the office., GBohm
  • Repair of tubular steel sections for offshore structures, Lakshmana Nukala
  • Rho, Rho, Rho your boat (foundation), Garner, Robert
  • Re: Lamella Structures, Rhkratzse
  • wet masonry, domdean
  • Masonry on wood, Gordon Goodell
  • Allowable Holes/Cutouts in Wood Shear Wall Panels, Michel Blangy
  • wet CMU masonry, robert . freeman
  • Joint Committee on Structural Safety : international, Conrad Harrison
  • Photovoltaic Panels & Manufactured Metal Plated Roof Truss - Addendum, Dennis Wish
  • Is this news?, Michel Blangy
  • Dowel Locations, arunkumar
  • Fwd: Utility Poles for Electric Power Distribution, Trung Nguyen Nam
  • re: CMU bar locations, Andrew Kester, P.E.
  • Enercalc, Peter Maregan
  • Northwest fabricator for 8" deep 12 ga Zees, Drew Morris
  • AutoCAD conversion, Micayas, Julius
  • Tank certification, Paul Feather
  • AISI versus SSMA, Mitch.Sklar
  • Repair Design for Wood Trusses at VT, Frank Woeste
  • Structural Logs, Chris Slater
  • Slab effective area for point loads, Jeff Hedman
  • Approved Epoxy for Threaded Rod Ancor Bolts, Larry Hauer
  • Re: Approved Epoxy for Threaded Rod Ancor Bolts :), Rhkratzse
  • ASCE Section 12.11.2, FSRahbar
  • aggregate size in elevated structural slab, David Schonacher
  • Site Built Spiral Stair Case, Michel Blangy
  • splice of welded wire mesh, David Topete
  • Rock Veneer Support on timber, Joseph R. Grill
  • Conc Admixtures, Paul Feather
  • Calgary, Alberta, Paul Feather
  • Minimum Slab Reinforcing, Josh Plummer
  • Galvanized bolts req'd in PT wood?, Gould, Diane
  • e-mail, raymond shreenan
  • paper, y.hamida
  • Pilaster retrofit, Drew Morris
  • Pressure Treted Decking, Larry Hauer
  • designing steel joists, Andrew Kester, P.E.
  • re: steel joist design, Andrew Kester, PE
  • re: wood balcony, Andrew Kester, PE
  • Slab-on-grade topping slab, Brian
  • [no subject], a erickson
  • Service Magic(R) Structural Engineering "Lead", Rhkratzse
  • RE: 1 Inch Topping Slab, Rick Stone
  • re: PT wood & corrosion, Andrew Kester, P.E.
  • Re: Pressure Treated Decking, Donny Harris
  • "And The Walls Come Tumbin' Down...", Bill Polhemus
  • Simpson Moment Frames, Chris Slater
  • Brick Parapet Support, Andy Richardson
  • brick parapet lintels, Bob Freeman
  • Live Load Reduction, Wontae Kim
  • OT: Excel and Printing /Pagination, Conrad Harrison
  • RE: PT ledger, Acharya, Suresh
  • Masonry Wall Anchorage, Ramirez, Victor
  • drop panel reinfocement, maryamma suresh(biji)
  • re: PT wood, Andrew Kester, P.E.
  • Boehlert Report on ASCE post disaster Investigations, Abolhassan Astaneh-Asl
  • RE: Excel and Printing /Pagination, Conrad Harrison
  • Ikerd: Update Contact Information, wikerd
  • Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
  • moisture intrusion, Andrew Kester, PE
  • Re: Outlook 2007 printing (was: Excel and Printing /Pagination), Paul Ransom
  • New Seminar, Garner, Robert
  • Pipe Stress Analysis, Padmanabhan Rajendran
  • Panel zone Deformations, Joseph R. Grill
  • Re: seaint Digest for 23 Sep 2008, joshp
  • Shear center of L-shape beam, Wontae Kim
  • Structural Laminated Glazing >>Material Properties >> Engineering Calculations, Jim Chatterley PE
  • Tank settlement, Bhavin Shah
  • DL weight vs Ordinary/Special Moment Frames, Joseph R. Grill
  • wood ledger to concrete, Pinyon Engineering
  • Torsional moment transferred to the slab from the torsional beam, Wontae Kim
  • Re: Shear center of L-shape 'concrete' beam, Wontae Kim
  • Steel stilts - Wood house, David Merrick, SE
  • Question on "independent structurally" w.r.t. foundations, J.M. Cohen
  • Doug. Fir Lumber Grades, Larry Hauer
  • Hardy Frame Moment Frame, Henry Gallart
  • Simpson Titen Screws in Existing Concrete Stemwall, Bill Allen
  • Tilt-up Pancake, xmy987
  • Damping percentage, Ing. Benjamín Arcos Reyes

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