SEAINT Mail Archive 2009 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 929
  • Re: Wind Load Topographic Effects, Conrad Harrison
  • Re: C & C vs MWFRS, Conrad Harrison
  • Happy new year., Rand W Holtham
  • happy new year, Rand W Holtham
  • Re: component and cladding vs MWFRS, Rand W Holtham
  • Standard concrete footing and soil recompaction question, WISH DENNIS
  • Long-span PVC Tent (Conical), Edmond San Jose
  • Wind Direction : Was Wind Load Topographic Effects, Conrad Harrison
  • RE: component and cladding vs MWFRS : A curious dependence of ASCE7-05 on AS1170.2 ?, Conrad Harrison
  • new job web site, David Merrick, Structural Engineer, Merrick Group
  • wood glue, Mark D. Baker
  • Paying for clarification, Dennis Wish
  • Wind design on hillside and slopes - tools, Dennis Wish
  • Expert Witness Course, Andrew Kester, PE
  • odd list issue, Mark D. Baker
  • list issue again, Mark D. Baker
  • test2, Mark D. Baker
  • Re: Expert Witness Course >> Kansas City Hyatt Regency, Rhkratzse
  • test3.....ah ha !, Mark D. Baker
  • If so many agree, why remain apathetic - Code Discussion, Dennis Wish
  • Code Discussion, Friis, Donna
  • Is it just me?, Bill Allen
  • Good list of concrete and foundation books on ebay --- FYI, Buck Huckelson
  • Unbraced truss compression flange, Wesley Werner
  • Rho and Omega, Tom . Hunt
  • C &C wind load on parapets - really around 45 psf?, Sharad T. Patel
  • Australian Bldg. Code, Thor Matteson
  • RE: custom joists, Andrew Kester, PE
  • Vibration Acceptance Criteria, Bill Polhemus
  • RE: tool anchorage, Matt Jordan
  • lightweight concrete topping on wood, Andrew Kester, P.E.
  • re: curved channel, Andrew Kester, PE
  • Catenary, Thor Tandy
  • Re: curved beams, Rhkratzse
  • CBO Contact, ASLCSE
  • SEAINT Server Test, Jimenez, Jorge A.
  • Lateral Stability of a Box Beam ?, Bill Allen
  • Wind, Doug Mayer
  • Bridge Seismic Analysis, Jorge Jimenez
  • Underground Water Tank in Gulf, edmondo san jose
  • re: multiple subjects, Andrew Kester, P.E.
  • Wind Provision Seminar, Jeff Coronado
  • IBC 2006, Stuart, Matthew
  • tensile pull-through, Andrew Kester, P.E.
  • Concrete diaphragms, Gordon Goodell
  • nonlinear static analysis program, lila haj najafi
  • timber pile brace connection, IRV FRUCHTMAN
  • Availability of Older AutoCAD Versions, Michel Blangy
  • Grouting for Instaltion of Bearings, Nittsi
  • Bond Strength of Portland Grouts, Thor Tandy
  • Smart Columns Article, Jeremy White
  • Visual Analysis for diaphragms, Gordon Goodell
  • White Male Professionals, Michel Blangy
  • Fire Wall Connection, seaint04
  • SIPS in Seismic Design Category D, E ,F, Gerard Madden, SE
  • Friction Clip Connections, are they still accepted by ASCE 7? Unistut, Szuchuan Chang
  • SMALL JV opportunity NorCal, David Fisher
  • Shear Flow AISC 13th Ed, Jeremy White
  • RE:Shear Flow AISC 13th Ed., Jeremy White
  • RE: Re: Shear Flow AISC 13th Ed, jwhite
  • Strong-tie, Gordon Goodell
  • Re: Strong-tie, humor, Rhkratzse
  • Goddard Space Flight Center Code 220 SRD for Facilities version 2/18/2005, Jim Getaz
  • Swimming Pools, Thor Tandy
  • Facing mistakes in structural design, Jorge Jimenez
  • Re: Facing mistakes in structural design (a fantasy), Rhkratzse
  • Subgrade Modulus for Mat Foundations, Souther, Joseph
  • References for brick fire damage, Jordan Truesdell, PE
  • Re: Facing mistakes in structural design  (a fantasy), Rhkratzse
  • re: Citi Corps, Andrew Kester, PE
  • Concrete Spring Constant for Base Plate Modeling, john yang
  • IBC Section 1908.1.16 is a bugger, Bill Allen
  • Certified Fire Protection, Michael Hixson
  • RE: Concrete Spring Constant for Base Plate Modeling, jwhite
  • re: thor's pool, Andrew Kester, PE
  • Re: Thanks on Shear Flow Ps: digest mode is crap, Paul Ransom
  • SEI wind design example, David Merrick, Structural Engineer, Merrick Group
  • Does George Housner deserve better?, Valentin Shustov
  • Anchor bolt sleeve - pretensioning, Padmanabhan Rajendran
  • Licensed Fire Technicians, Michael Hixson
  • Combined Torsion & Bi-Axial Bending on "Single Angle", Casey K. Hemmatyar
  • Load test on piles, arturo martinez
  • Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost), Casey K. Hemmatyar
  • Angles, cairo briceño
  • Codes comparison, Ing. Benjamín Arcos Reyes
  • Scott Maxwell, Stan Caldwell
  • Dynamic Analysis, FSRahbar
  • RE: ACI 530 R=1.5, Paul Feather
  • Re: Torsion & Bi-Axial bending on Single Angle, Casey K. Hemmatyar
  • Adjustment Factors Cd for timber column, AWC Info
  • Opportunities in Texas for Structural Engineers, Stan Caldwell
  • FEM Add-In for Excel, Bill Allen
  • AASHTO LRFD Nominal Shear Resistence for Concrete, Jorge Jimenez
  • Plotting pdf, Thor Tandy
  • Valley Rafters, ENGRLAINES
  • Diaphragm and Framed Dormers, Joseph R. Grill
  • print to PDF, Christopher Banbury
  • re-use fees, Joseph R. Grill
  • Swapping Beam Nodes in RISA, Bill Polhemus
  • What to do in a downturn, sscholl2(--nospam--at)juno.com
  • Re: Swap I-J in RISA, Bill Polhemus
  • Conversion of Excel to Word, Arun Kumar
  • CT Equipment, Jason Christensen
  • Saw Cut joints in concrete walls, Gautam Manandhar
  • Scott & Joe in Recovery after Kidney Transplant, Dennis Wish
  • Scott News, Dennis Wish
  • Drag Connections to Concrete Tilt-up, Joe Goldbronn
  • DOS to Windows Printing Problem, Daryl Richardson
  • ICC evaluation process, Gordon Goodell
  • phd thesis, lila haj najafi
  • [no subject], jack FAHEY
  • Re: No Subject, Rhkratzse
  • Response Characteristics of PR Connection, Bill Polhemus
  • Ventilate stud spaces in earthquake retrofits?, Rhkratzse
  • RE: Ventilate stud spaces in earthquake retrofits, Eric Tompos
  • Sole Plate to Raised Wood Diaphragm Shear Transfer, Michel Blangy
  • will there be a change in ASCE 7-05 once the ICC 2009 code is approved?, Dennis Wish
  • Re: Sole Plate to Raised Wood Diaphragm Shear Transfer (Sta.Monica), Rhkratzse
  • Moxie and impermeabilising concrete, Kevin Below
  • Response Spectrum, Parag Bande
  • Quick. Ideas pls., Thor Tandy
  • FW: Wind loads: ASD or Strength?, JASON CHRISTENSEN
  • Re: Sole Plate >>>> (Sta.Monica), Rhkratzse
  • Min Concrete Shear Wall Ratio, xmy987
  • Maximum seismic sway, Khabbazan, Mehdi
  • Steel connection design, David Francis Caballero
  • Anyone going to the AISC welding seminar in NY tomorrow?, Jordan Truesdell, PE
  • IBC Concrete Cover for Fire, Paul Feather
  • Active Seismic Masses, Bill Polhemus
  • ASCE 7 Section 12.2.5.6, Bill Allen
  • Low alkali cement, Dickey, David
  • ASCE 7-05: RSA Procedure per 12.9, bill
  • Design of Double Angle Shear Connection for Extreme Ductility, Felker, Brian
  • progressive collapse, sam saumil
  • ASCE 7-05: Direction of Loading (12.5), bill
  • Tilt Up Building Seismic force Resisting System, xmy987
  • Remove from list, Souther, Joseph
  • IBC 2006 - SEISMIC DESIGN OF STEEL - 2205.2.2, Bill Polhemus
  • Re: Wind forces, Bill Polhemus
  • Structural Steel Price, Gerard Madden, SE
  • 2005 Aluminum Design Manual, Bill Allen
  • RE: Structural Steel Price - NEW IMPROVED PROCESS!, bill
  • ASCE 7-05: Ice Loads Due To Freezing Rain (Chapter 10), bill
  • Re: Structural Steel Price - NEW IMPROVED PROCESS! ;), Rhkratzse
  • Blast Protection: Army Manual 5-1300 is now on the web, Abolhassan Astaneh-Asl
  • DE-COUPLE CONCRETE SHEAR WALLS AT CORES, Tejas Ins
  • ASCE-7 Ice Loads, Jim Lutz
  • Ice loads, Jared Keyser
  • Concrete Bench With Wall, seaint04
  • Fw: ASCE-7 Ice Loads - Retraction, Tom . Hunt
  • ICF Shear Wall in SDC C, Joseph R. Grill
  • Standing Seam Metal Roofing Wind Uplift Calculations, Oshin Tosounian
  • Shear in NDS, Timothy Hilton
  • Re: Shear in NDS (and deflection), Rhkratzse
  • Re: Shear in NDS (and deflection), Rhkratzse
  • FACI Title?, Richard Calvert
  • FL PE renewal, christopher . banbury
  • System Test for Post tensioning, Nittsi
  • TEDDS Software, Matthew Newton
  • Welding Through Metal Roof Deck, Adair, Joel
  • RE: some code issues, bill
  • IT question, Thor Tandy
  • Rebar pull test, Jerry Coombs
  • ASCE 7 Wind Loads on Bare Steel Framing - Opinions Wanted, bill
  • RISA and Direct Analysis Method, bill
  • Re: Re-grading of Lumber, FSRahbar
  • Haunch Moment Connetion Design Reference, Sushil Chauhan
  • Direct Analysis Method, Matthew Newton
  • Sds values for elements, Larry Hauer
  • Test e-mail, Ehrlich, Gary
  • test e-mail 2, Ehrlich, Gary
  • Use of Sds fior Elements of Buildings, Larry Hauer
  • Sds for Elements in Buildings, Larry Hauer
  • Sds for building elements and Connections, lrhauer
  • list of ISI journals, lila haj najafi
  • Brass Railing, Richard Calvert
  • Post-Installed Threaded Insert, Gerard Madden, SE
  • Point supported glass design, Jim Wilson
  • Corrosion resistant structural bolts, Paul Ransom
  • Question on Staad Pro 2006, Micayas, Julius
  • Green Point Rated Concrete, Tom Monti
  • 11 x 17 printer, Jerry Coombs
  • Frictin to Resist Seismic Forces, lrhauer
  • Thin Concrete Overlay, Rich Lewis
  • ACI Chapt. 22, Richard Calvert
  • Cold-formed corrugated, Gordon Goodell
  • Concrete and Vibration, Gerard Madden, SE
  • Rigid vs. Semi-Rigid Joint, Bill Allen
  • Re: Structural Expert Series Software Library, ASLCSE
  • History of Seaint List, jwhite
  • Fw: OT - Taxes, Mark Johnson
  • Frozen soil = disturbed earth?, Jim Wilson
  • re: history of the seaint list, Andrew Kester
  • History of Seaint List, Michael Hemstad
  • re: history of the list, Andrew Kester
  • Steel Joist Seat Height, Paul Blomberg
  • re: joist seat height, Andrew Kester
  • Vertical joint in Matt (raft) foundation, John Nader
  • re: joist seats, Andrew Kester
  • Minimum Reinforcing in CMU, Joseph R. Grill
  • AIr vent distance in Post tensioning duct, Nittsi
  • Jv opportunity, dfisher
  • Casey H., dfisher
  • California SE question: Essential facilities, dfisher
  • Re: California SE question: Essential facilities - cans and pins, Jim Getaz
  • CHINESE STEEL, bill


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