SEAINT Mail Archive 2007 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 1097
  • Lumber Species in Phoenix, Rich Lewis
  • Searching for books and specially solved problems, hossein mardanlo
  • Geotech Reports, Jim Lutz
  • California SE Review Workshops in SF & LA, StructuralReview
  • [no subject], Jim Getaz
  • Old Canadian Member Properties, Craig Hawe
  • single steel PL connections, Andrew Kester, PE
  • Re: Ice Melt Mat, Kevin Below
  • Re: cantilever T-beam, Kevin Below
  • Partnership, Adjebli
  • RE: Finally a Little Recognition !!, Michel Blangy
  • Terminator V: Home At Last, Michel Blangy
  • re: new PE forming partnership, Andrew Kester, PE
  • Bar Joist, Wesley Werner
  • Weak axis moment frame K Value, Anantha Narayan C.K.
  • Re: Stone house, Harold Sprague
  • COPIES OF PLANS, S. Gordin
  • Re: International EngineerAWARDS, Rbengrguy
  • Career opportunity with the City of Santa Monica Building & Safety, Tom . Hunt
  • curved wood sw, David Topete
  • Spread sheet for Torion in RC beams, ASLCSE
  • Base Plate Steel TIPS Report -Needs your input with appreciation, Abolhassan Astaneh-Asl
  • conduits in footings - thoughts?, gina gobo
  • Re: California SB 1175 & AB 127, Anthony Rubalcava
  • Base Plate Steel TIPS Report, Michael Hemstad
  • Horizontal reinforcing in IBC foundation walls, Jim Wilson
  • FW: ICC ES Memo Information From Simpson Strongtie, Wendy Allen
  • Bradford Burton is out of the office., Bradford_Burton
  • geotechnical software, Christopher Banbury
  • Train Loading & Box Culvert Program, M. David Finley, P.E., P.A.
  • bearing capacity equation, Christopher Banbury
  • Garage sizes, joseph goldbronn
  • Site Specific Analysis Sds and Sd1 values, Anantha Narayan C.K.
  • Plasma cutters and steel quality / weld quality for SMRFs, open . struct
  • California Bearing Ratio, Romel Gomez
  • Converting PLT files or AutoCad output to TIFF format, Dennis Wish
  • Cranked Beam supported at blockwalls, refugio rochin
  • Cantilevered Retaining Walls on Pile Foundation, ASLCSE
  • Tilt-Up Beam Connection Detail, Rich Lewis
  • VT Shooting, Anantha Narayan C.K.
  • Frank Woeste, SE PhD - on Virgina Tech Campus where student opens fire this morning., Dennis Wish
  • Virginia Tech Campus tragedy, Harold Sprague
  • SHOOTINGS, ASC
  • Copying sealed PE work for personal records, PLD
  • SHOOTINGS AT VPI, Daryl Richardson
  • OFF-TOPIC- Virginia Shootings, G Vishwanath
  • Virginia Tech, Jordan Truesdell, PE
  • Gantry Crane Rail Blockout, Paul Blomberg
  • Virginia Tech Shootings Hit Civil Engineering Department Hard, Stan Caldwell
  • [no subject], j.n.sigalas
  • NOW: Political debates, Rhkratzse
  • Masonry Skewed Shear Walls, Aldo Gonzales
  • Gunman from Jacobs Engineering in Bldg. 44 of Johnson Space Center (NASA) in Houston., Dennis Wish
  • Simplified base shear formula in 97 UBC, Trib K Mittra
  • Aluminium and stainless steel., Michael Laplante
  • Stainless and Aluminum, Robert Freeman
  • Gun control, Robert Freeman
  • Gun Control Listserve, Steiner, Matthew
  • Manufactured housing foundations, Jordan Truesdell, PE
  • Uplift loads on canopies, Drew Morris
  • Below Grade Garage Walls contribution to Lateral Loads, Me
  • helical earth anchors, Christopher Banbury
  • Helical anchors in saturated soils, MICHAEL LeCOMTE
  • Using steel chains as concrete reinforcement??, Ibrahim Mohammad
  • helical anchors, Robert Freeman
  • Mold growth, Raymond Shreenan
  • RE: Let the floodgates open (was: SHOOTINGS), Trib K Mittra
  • Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
  • new way of using chain, ASC
  • Rahe Gruber/AV/FD/FluorCorp is out of the office., Rahe . Gruber
  • Re: Using steel chains as concrete reinforcement, Craig Hawe
  • beam camber..., David Fisher
  • CHAIN IN CONCRETE, ASC
  • alternative reinforcement..., Andrew Kester, PE
  • Alternate design method, Jim Bessley
  • "Certifying" Lifting Plates, Scott Maxwell
  • Galvanized Steel Tube Column, Jared Keyser
  • bay bridge, S. Gordin
  • welding spec for appearance, Andy Richardson
  • Steel Member Check for Seismic Loading, 남윤호
  • Rationale for Sprinklers on Steel Bridges, Fred Turner
  • RE: why the moment frame must be capable to resist at least 25% of lateral loadsØŸ, Tom . Hunt
  • RE: Rationale for Sprinklers on Trucks..., Tom . Hunt
  • Searching for free downloadble books, hossein mardanlo
  • Invitation to ETABS2000 discusssion forum, hossein mardanlo
  • Re: why the moment frame must be capable to resist at least 25% of lateral loads?, bart
  • Last Reminder! California SE Review Workshops in SF & LA, StructuralReview
  • ACI318-05: Minimum Reinforcements, Wontae Kim
  • Concrete Overlay, Peterson Brian A PSNS C900
  • Japanese Steel Shapes vs British Steel Shapes, raincat1
  • Check point for design the reaction wall for laboratory!!!, 고동우
  • ASCE 7-05 Wind Load - Simplified Methods by S.K. Ghosh in GoStructural.com, Dennis Wish
  • ASCE 7-05 Wind Load and Publication Costs, Jim Lutz
  • Re: ASCE 7-05 Wind Load and Publication Costs -- "A Modest Proposal", Rhkratzse
  • ASCE 7-05 Wind Load - Simplified Methods, David Merrick
  • SCBF Compressible Material?, SE3949
  • California Amendments to the 2006 IBC, Hery Litman-Cleper
  • Chinese Building Code, Michael Hemstad
  • NEWSHOUR report on the MacArthur Maze freeway collapse, Rhkratzse
  • roller coaster supporting structure, JC Wish L
  • Bout Time, Gerard Madden, SE
  • Off Topic :Vish seeks advice/suggestions, G Vishwanath
  • costs of code, revisions, clarifications, seminars, programs and insurance, David Merrick
  • MacArthur MAze Collapse --Text, audio and video stream of Jim Lehrer News Hour Segment now on the Internet., Abolhassan Astaneh-Asl
  • What do call your EITs?, Jordan Truesdell, PE
  • Hollowcore Slab Diaphragm Connection Detailing, Will Blanchard
  • Structural Question about beam secured to top of proprietary shear wall panel., Dennis Wish
  • Traprock Finish, Rich Lewis
  • Beveled Washers for MC Channels, davidfinley
  • New Steel TIPS from SSEC: Progressive Collapse Prevention of Steel Frames with Shear Connections, Abolhassan Astaneh-Asl
  • Tilt-Up Wall Pier Design, seaint04
  • Castellated Beam Tables, John Whitty
  • Special Inspections and Insurance, Andy Richardson
  • Placing concrete walls on footings before 7 days, Jim Wilson
  • Retaining wall extremes, Ganesh Thia
  • roof truss daiphragm forces, Pinyon Engineering
  • test, TTB
  • Re: Structures Congress, Jim Getaz
  • Subject: Re: roof truss daiphragm forces, Pinyon Engineering
  • Any VA engineers out there..., Jordan Truesdell, PE
  • Santa Barbara/Montecito, David Fisher
  • RE: Backing bar in RBS steel moment connection, bart
  • Parking Garage Occupancy Category, Daniel Popp
  • Seminars, Dennis Wish
  • Steel factory, hossein mardanlo
  • SAP SHELL DESIGN, hossein mardanlo
  • ProgeCAD Smart, Books and Pencils, G Vishwanath
  • RE: Steel-Detail: ProgeCAD Smart, Books and Pencils, G Vishwanath
  • Plywood over light gage shear wall, Jim Bessley
  • Re: Alternate Cold Joint Location, Rhkratzse
  • Articles on soil vibrations from rollers, Marlou Rodriguez
  • Wood header out of plane load, Mark L. Puccio
  • Sulphur Pit Roof Emergency, Daryl Richardson
  • FOUNDATIONS: Warranty for Drilled Pier/Shaft Foundation Installation, Bill Polhemus
  • Sheffield Joists, Michael Hemstad
  • Curved Prestressed Concrete Box Girders, Arvind Salecha
  • Concrete PH question, Stuart, Matthew
  • 9-11 Wackos, Gerard Madden, SE
  • OT: HP-750C, Alden Manipula
  • High lift grouting, Doug Mayer
  • FrameSolver 2D, Ramy Shameia
  • Looking for engineer in Louisiana, Scott Maxwell
  • Large Bay 'X' Bracing, Rich Lewis
  • Lateral Resistance for Structured Pile Supported Foundation, Stuart, Matthew
  • Night Shift duty for my computer, G Vishwanath
  • Diagonal base shear UBC 97, Rand W Holtham
  • some forum? re lateral bracing?? I DO NOT BELONG HERE!!!!!!!!!!!!!!, ld
  • Mac Arthur Maze Collapse and Reconstruction-www.capradio.com, Abolhassan Astaneh-Asl
  • Roof panel safety factors, Drew Morris
  • Gas Turbine Short-Circuit Foundation Design Factor of Safety / Guidelines, Eknrinc
  • steel - vibration analysis, David Topete
  • fillet welding, raincat1
  • Re: Night Shift duty for my computer - and beyond..., G Vishwanath
  • Cripple wall stud length, Rhkratzse
  • NEWS ITEM: (And what're the seismic parameters for Mumbai?), Bill Polhemus
  • strengthening of floor joists with FRP's??, DOLLY TRIVIZ
  • Standard format of submission of structural design calculations., Muhammad Amin
  • RE: Code Costs, Redux, Harold Sprague
  • Braced Frame Connection, Slip-Critical or Bearing Bolts?, Abolhassan Astaneh
  • Washington State - SEIII Exam, Bill S. Marczewski
  • TORSIONAL BUCKLING, ASC
  • RE: Standard format of submission of structural design, G Vishwanath
  • Re: FEMA Bolted Connection, Abolhassan Astaneh-Asl
  • Stair landing pans and rebar cover, David Watt
  • RE: File with xmcd extension, Jason Christensen
  • Concrete Masonry Walls, gskwy
  • masonry control joints, Robert Freeman
  • Using Dynamic Load Information, Sean Martin
  • ASCE 7-05 Errors, Garner, Robert
  • Use of Slurry Seal (SS-1) as Prime Coat, Romel Gomez
  • Glass railing, Tarek Mokhtar
  • Torquing of bolts by the bolt head, Michael Laplante
  • Re: Glass railing Redux, Rhkratzse
  • How do I put my question in this forum, Sanjay Verma
  • Unbalanced Snow Loads, Eric Tompos
  • super flat floors, Dave Handy
  • Mitigation / Acceptance of Concrete Mix with Reactive Aggregates, Sanjay Verma
  • Code errata, David Merrick
  • Re: AISI 12L14 Steel, Robert Kazanjy
  • Cracking Moment Mcr, Anantha Narayan C.K.
  • Braced Wall vs Shear Wall, IRV FRUCHTMAN
  • Does Anybody Have "Analysis of Collector/Drag Elements in Rigid Diaphragm"?, Wontae Kim
  • Mechanical Room Explosion Resistant Construction, seaint04
  • Structural Can of Worms, Dennis Wish
  • Rooftop Seismic Anchorage, Gerard Madden, SE
  • Lack of Acceptable Cyclic Racking Shear Testing Protocol >> Major problems for Structural Innovation, Jim Chatterley PE
  • Wind Load - Gas Station Overhead, MICHAEL LeCOMTE
  • CA SE Exam, Jake Watson
  • SEAINT blog, Casey K. Hemmatyar
  • turn of the nut, raincat1
  • Sole plate nailing, ECVAl3
  • Re: Sole plate nailing -- SDS screws, shiny?, Rhkratzse
  • RISA Results, Thor Tandy
  • Cracking Moment, Anantha Narayan C.K.
  • Question regarding Cracking Moment, Anantha Narayan C.K.
  • Steel Properties for SAE 1045 at Higher Temperatures, Brian S Bossley
  • Floating Slab for Residence, Gary L. Hodgson and Assoc.
  • LL on roof with solar panels., garyg
  • Dumb Question, Thor Tandy
  • Problem with SE Reference, Zabala, Milo
  • dead end slab control joint, Mark L. Puccio
  • Can an engineer practice with a felony conviction in California?, Dennis Wish
  • IM Peer Assistance for Light_Framing and IBC 2006 Upcoming Code Questions., Dennis Wish
  • steel -vibration analysis, Tom Murray
  • Powder Post Beetle Deterioration, jeff . giger
  • Opinions on "Multiframe", Mark Johnson
  • Lag bolt removal and reinstallation, Theodore Smith
  • EnerCalc - Retaining Wall Design, Yi Yang
  • Structural Aluminum Design Software, Yi Yang
  • ENERCALC retainign wall design, HBAP
  • Maps of earthquake accelerations, Larry Hauer
  • Old Beam, Mauricio Castro
  • light gage zee shapes, Drew Morris
  • wood design software vs. other design software, Tom Skaggs
  • Fw: [ETABS,SAFE,SAP] Property modifier of concrete sections in frequency calculations and p-delta effect, hossein mardanlo
  • 2001 CBC Chapter A, Christopher Banbury
  • electronic signature, Truitt Vance
  • ICC / ICBO Reports, Charles R. Ashley Jr.
  • Aluminum Lag Bolts, Gerard Madden, SE
  • Re: YouTube-Gate, Rbengrguy
  • PR Newswire news release: Busted! A Video Captures What Working America, rbengrguy
  • New Yorker Article, Jim Lutz
  • [RE]Various Job Vacancy, Jun Navaro
  • Re: [RE]Various Job Vacancy (especially Henry and Jun), Rhkratzse
  • Architectural Fees for Residential projects, Dennis Wish
  • ARCHIT FEES, ASC
  • RE: REVIT or (ArchiCad), bart
  • RE: 2006 IBC Seismic Map CD, Casey K. Hemmatyar
  • RE: 2006 IBC Seismic Map CD (USGS Web site), Casey K. Hemmatyar

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