SEAINT Mail Archive 2007 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 1389
  • RE: Building codes in Dubai, UAE, Sunil Thengale
  • Announcement of a Seminar on Blast Protection of Bridges, Abolhassan Astaneh-Asl
  • RE: seaint Digest for 30 Sep 2007, ZhangMichael
  • Pre-Engr. Mtl Bldg. W/ Tilt-up Wall, seaint04
  • SEISMIC: Seismic Factors for Qatar, bill
  • Seminar on Blast Protection of Bridges, Abolhassan Astaneh-Asl
  • re: tilt-up + PEMB, Andrew Kester, PE
  • Stresscore, James Cohen
  • Strenth and Stiffness of 1x diagonal floor sheathing??, AWC Info
  • Good reference or explanatory notes/example on Seismic Load Calculation based on ASCE 7-05 for building as well as non building structures, Sanjay Verma
  • metal siding screwed to steel, Drew Morris
  • UBC 1630.8.2.2.1.7 Bracing Load, Bill Allen
  • metal siding, Bob Freeman
  • RE: S1 and Ss by address (handy-dandy link), Casey K. Hemmatyar
  • RE: S1 and Ss by address, John Atilano
  • Radiused angle ledger, Gerard Madden, SE
  • Invitation to Dr. Charles H. Thornton's Seminar on UC Campus-Oct 8-2007, 1:00-2:00 Sibley Aud., Abolhassan Astaneh-Asl
  • 8" COLUMNS, refugio rochin
  • Interior Door Forces, ENGRLAINES
  • Foundations for a 3-pinned arch stadium, Kevin Below
  • AISC Table X (9th Ed.) or Table 10-9a (13th Ed.), Abolhassan Astaneh-Asl
  • RE: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top), Gary Loomis
  • 3D model with metal deck diaphragm, William.Sherman
  • INTERMITTENT VS CONTINUOUS WELDS, ASC
  • Steel Shapes Booklet, Joseph R. Grill
  • concrete drop panels, refugio rochin
  • MFR home foundations, Andrew Kester, P.E.
  • Live Load for residential home gym, David Topete
  • Re: Both face should have Shrinkage Steel in 12 inch thick Structural Slab (ACI318), bart
  • Light Framing Wood - Room Addition Lateral question, Dennis Wish
  • Ahkam Syahril is out of the office., Ahkam Syahril
  • Re: Expansive Foundation, Adjebli
  • Autocad Bold Chisel Hand Lettering Font, Dennis Wish
  • Wood column with steel flitch plate, Scott Maxwell
  • SE books/references available, SE California
  • 2006 IBC vs 2003 NEHRP, Mark Johnson
  • [Fwd: VisualAnalysis 6.0 FREE Training Sessions], Bill Polhemus
  • CAD: AutoCAD Revit Structure Suite 2008, Bill Polhemus
  • Tongue & Groove Deck Diaphragm Capacities using horizontal Steel Spikes, Stuart, Matthew
  • IBC Conventional Light Framed Construction, Andy Heigley
  • re: steel flitch plate, Andrew Kester, P.E.
  • Shear Connector Design in Precast Sandwich Panel., Wontae Kim
  • DSTV and Peddimat, G Vishwanath
  • Steel Shape Availability, Gerard Madden, SE
  • Conventional Light Framed Construction Vs. Engineered Building, Guadalupe Rivera
  • Re: ASCE 7-05, Paul Ransom
  • Hand Lettering Font for Windows programs and for CAD programs that use True-Type fonts., Dennis Wish
  • Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Rhkratzse
  • Re: Conventional Light Framed Construction Vs. Engineered Building  [Another View], Rhkratzse
  • Re: Conventional Light Framed Construction Vs. Engineered Building [Another View], Rhkratzse
  • paid for release of CAD files to subs..., David Fisher
  • TEDDS Software, Garner, Robert
  • Foundation for large tanks, Padmanabhan Rajendran
  • IBC06 / CBC07 Stone veneer on metal studs, Yi Yang
  • Steel Plate Shear Walls, David Merrick
  • I am unavailable to respond to your email. If you need immediate assistance or would like, Sheila Wray
  • Re: Conventional Light Framed Construction ... an aside, Paul Ransom
  • Indiana Engineer, Brian K. Smith
  • wind uplift + lateral loads, Andrew Kester, P.E.
  • RE: CAD files, Rick Stone
  • Frost Line, Micayas, Julius
  • Kama Modular Systems, Thor Tandy
  • Job at The University of Sydney, Sandra Klinke
  • Try to archive SEAINT mail at Google Groups, A. J. Young
  • California PE/SE References, Brian S Bossley
  • Tool for calculation of Sesimic Design Categoty (SDC) per 2006 IB C / ASCE7-05, Acharya, Suresh
  • RE: Tool for calculation of Sesimic Design Categoty (SDC) per 2006 IBC / ASCE7-05, Casey K. Hemmatyar
  • Hot Rolled Vs Cold formed steel properties, Lakshmana Nukala
  • slabs on grade..., David Fisher
  • 64 bit computers systems, Jason Christensen
  • RE: Tool for calculation of Sesimic Design Categoty (SDC) per 200 6 IBC / ASCE7-05, Acharya, Suresh
  • cold form steel truss fire damage, Christopher Banbury
  • Anchor Shear Shear Capacity in Reinforced Concrete, M. David Finley, P.E., P.A.
  • DESIGN PROGRAMS FOR NEW CODE, DA
  • 12 x 18 printers, Jeff Smith
  • RE: AISC Seismic Provisions, Tom . Hunt
  • Re: 11 x 17 copiers / scanners (was 12 x 18 printers), jerold taylor
  • PEMB Foundation - Foundation Resistance to Uplift, mail
  • printers/ wood software, Andrew Kester, P.E.
  • LGS Framing Details, Gerard Madden, SE
  • RE: UBC Wind Uplift on Fabric Shade Cover, Acharya, Suresh
  • Is ASCE desperate for cash flow?, Dennis Wish
  • CODE: Wind Loading at Lower Wind Speeds?, Bill Polhemus
  • Mathcad vs. Matlab, Haan, Scott M POA
  • biofuels and further off-topic, Bob Freeman
  • Re: biofuels and further offfffff-topic, Rhkratzse
  • biofuels and off-topic, Bob Freeman
  • RE: Wind drift, Casey K. Hemmatyar
  • SE Practice Act, Jake Watson
  • Structural Engineering Spreadsheets, Andre Sidler
  • RE: Mathcad, Acharya, Suresh
  • Re: Earthquake-Proof Design, Rhkratzse
  • earthquake-resistant design, Bob Freeman
  • alternative energy - non-political but off topic, Andrew Kester, P.E.
  • Re: RE:OT- Scanners, Rhkratzse
  • Modeling and results, refugio rochin
  • Re: Precast manhole design, Rhkratzse
  • RE: Mathcad - Converting Excel to Mathcad: Best Practices, Acharya, Suresh
  • footings look too big, Haan, Scott M POA
  • Beam End Condition- When rests on Shear wall., Samiappan Srinivasan
  • Re: seaint Digest for 2 Nov 2007, Paul Ransom
  • question my authority???!, Andrew Kester, PE
  • CO Snow Loads, Eric Tompos
  • A3 Laser printers, Shiraz Shahid
  • Metal Beam Guard Railing Section -Queation, Lakhani, Sid
  • MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PTC?, Bill Polhemus
  • Cantilevered Retaining Wall - Rule of Thumb, Michel
  • FAILURE, ASC
  • Anyone have SAG10, or know someone?, Jordan Truesdell, PE
  • Frost footings - whats the big deal?, Jim Wilson
  • water proof, DA ENGINEERING
  • Re: question my authority???! (AKA Who is Eric Cartman?), Rhkratzse
  • Re: question my authority???! (AKA Who is Eric Cartman?), Rhkratzse
  • Detailing, Gdrafting gdrafting
  • WG: footings look too big, alfred mueller
  • Re: question my authority???! Getting way OT, Jim Getaz
  • waterproofing retaining wall at the beach and scouring, Bob Freeman
  • RE: Inexperienced engineers (was Structural Engineering Spreadsheets), Casey K. Hemmatyar
  • waterproofing, Bob Freeman
  • October Structural Engineer " Resisting Lateral Forces Cumulative overturning design", Haan, Scott M POA
  • RE: Self-straining Force, Acharya, Suresh
  • California Building Code and the 2006 IBC, Andre Sidler
  • Cantilevered Retaining Wall - Footings are Definately Too Big, Michel
  • Anchorage to concrete, John Buchanan
  • Los Angeles City 2007 building codes., ndz28
  • lifting preassemble structures, Rand W Holtham
  • Fiber Reinforced slab, Jason Christensen
  • snow drift and adjacent buildings, Alden Manipula
  • RE: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PT C?, Acharya, Suresh
  • RE: MATHCAD: Anyone Else Not Getting the Warm 'n' Fuzzies from PT C?, Acharya, Suresh
  • Hilti powder-actu fasteners, David Topete
  • Free 2007 CBC code seminars including the LA regional amendments, Ben Yousefi
  • Sustainable companies, erik gibbs
  • Equivallent Frame Method for RC shear walls, m.labafzadeh
  • virus found in SE files, David Merrick
  • [no subject], hossein mardanlo
  • [no subject], hossein mardanlo
  • Transfer force of large tie beam, Rich Lewis
  • Construction Per Square Foot Cost, Michel Blangy
  • Cofar metal decking, Drew Morris
  • gypsum suspended ceiling detail, Haan, Scott M POA
  • Adding Storefront to Existing CMU Wall, Rich Lewis
  • Circa 80's Walmart construction, Rich Lewis
  • USGS Web address for determining IBC SDC and Base Shear, WISH DENNIS
  • RE: Slide Rule Era (Cofar metal decking ), Casey K. Hemmatyar
  • Revit Structural, Rick
  • Re: Transfer Girder Design having more Depth, Josh Plummer
  • Reclaim Concrete Tunnel, Micayas, Julius
  • QUESTION REGARDING GLB REINFORCING?, Mike Hokama
  • Online archive of old Uniform Building Codes?, Gould, Diane
  • Fire Rated Assembly Consultants >> One Hour Floor / Ceiling Assembly UL - G525 & G531, Jim Chatterley PE
  • Snow load in Stowe VT?, Rhkratzse
  • Subject: Re: sustainable companies, Pinyon Engineering
  • RE: 2006 IBC WIND ANALYSIS Question, Jason Christensen
  • New IBC Structural Notes, erik gibbs
  • re: straw bale homes, Andrew Kester, P.E.
  • ADAPT or POSTEN ??, Stan Caldwell
  • Subject: re: straw bale homes, Pinyon Engineering
  • Post-tensioned or reinforced ?, Kevin Below
  • Wind tower design, Kevin Below
  • Re: Strawbale engineering (was: sust. engr), sscholl2(--nospam--at)juno.com
  • Hay and Straw, was Re: sustainable companies, Jim Getaz
  • New IBC conversion and Structural notes, erik gibbs
  • Expansion Joint in Tunnel, Samiappan Srinivasan
  • Re: Strawbale engineering, Thor Matteson, SE
  • SEAW's Handbook of a Rapid-Solutions Methodology for Wind Design, WISH DENNIS
  • Strap and Tie-Down Systems Part 2 by Alfred Commins, WISH DENNIS
  • Embarrassingly dumb question, WISH DENNIS
  • Re: Wind Uplift on Footings, WISH DENNIS
  • ASCE 7-05 Wind, Doug Mayer
  • Responsiblity for local conditions, WISH DENNIS
  • Wind Speeds in California, Mark Gilligan
  • Uplift on Footings: Superior Foundation Walls, Eric Tompos
  • Steel SMRF beam connection, OSCAR HENRIQUEZ
  • PEMB foundation uplift, Truitt Vance
  • CA & WA SE reciprocity, Sushil Chauhan
  • MODELING: Accounting for a 'Black Box' Supported Structure, Bill Polhemus
  • BLACK BOX SUPPORTED STRUCTURE, ASC
  • RE: ASCE 7-05 Wind (Regular & Orthogonal), Christopher Banbury
  • OOP Wall Anchorage - min. size of wood framing member, sutej
  • Wide flange bearing connection, Jason Christensen
  • Another Wind Question, Doug Mayer
  • RE: I may have made a huge mistake..., David Fisher
  • Freezer Building Roof Snow Load, Steve Mallett
  • RE: wide flange beam to jst girder, Andrew Kester, P.E.
  • Concrete seminar in southern California, Tom . Hunt
  • underground house, Christopher Banbury
  • threaded rod couplers, Christopher Banbury
  • weld symbols, Jerry Coombs
  • Re: underground house [gettin' pretty OT now], Rhkratzse
  • re: HSS welds & HSS in general, Andrew Kester, P.E.
  • re: waterproofing, etc, Andrew Kester, P.E.
  • Prestressing strands 1958..., David Fisher
  • Great ASCE7 spreadsheet, Mark Johnson
  • RE: R value UBC97, Paul Feather
  • Elongation of ASTM A496, 남윤호
  • EnerCalc 6, Yi Yang
  • Sloped Rafter Bearing, Doug Mayer
  • Why 0.2 and 1 sec for Ss and S1?, Wontae Kim
  • re: variable pitch connectors, Andrew Kester, P.E.
  • Roof Diaphragm Analysis, mail
  • Staggered Plywood roof sheathing, WISH DENNIS
  • RE: Perforated shear walls, Jason Christensen
  • Openings in concrete beams, Gaines, David
  • Live and Dead Load Spreadsheet, WISH DENNIS
  • Re: Great ASCE7 spreadsheet / ComboBoxes, Padmanabhan Rajendran
  • Alternate Braced Walls and SDC D, garyg
  • Re: Boring through GLBs, sscholl2(--nospam--at)juno.com
  • Stair stringer design for continuous kinked stringer, Jim Wilson
  • F1554 and Fatigue, Jake Watson
  • welded wire fabric for columns, David Topete
  • Connections between timber batterns/purlins with concrete slab, Murvin Ragaven
  • Bethlehem Steel Building Case Histories, Stuart, Matthew
  • Architects!, Bill Allen
  • Uplift on Roof Sheathing - "Pull Through" Resistance, jerold taylor
  • Re: Profis Software was RE: Great ASCE7 spreadsheet / ComboBoxes, Padmanabhan Rajendran
  • New and hopefully useful web site, Chris Slater
  • Re: Removing yourself as EOR, Rhkratzse
  • Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D)?, Freeman C. Tang
  • Re: Is there a better way (2x4 SW Anchor Bolts to comply with ACI 318-05 Appe..., Jnapd
  • Wood Framed 2x4 SW Anchor Bolts to comply with ACI 318-05 Appendix D Requirements ?, Freeman C. Tang
  • ASCE7-05 redundancy factor and wall design for Out-of-plane forces, OSCAR HENRIQUEZ
  • RE: ASCE7-05 redundancy factor and wall design for Out-of-plane f orces, Acharya, Suresh
  • Tilt-Up Wall Submittal Review, Rich Lewis
  • RE: New and hopefully useful website, Jerry Coombs
  • Shamefully Off-Topic: Carbon Christmas, Stan Caldwell
  • ASCE and its New Orleans Levees Failure Investigation, Abolhassan Astaneh-Asl
  • Holiday wishes, Cummings, Thomas J.
  • Santa Monica Seminar, Steve Gordin
  • AVAILABILITY OF DISTANCE LEARNING COURSES, ASC
  • IBC Code Enforcement, raincat1
  • Basic Roof Diaph. Question, Andrew Kester, P.E.
  • Snow drift, Wesley Werner
  • jailbreak through CMU, Christopher Banbury
  • FW: Purdue University Co-Op Days Gift Donations, David Fisher
  • horizontal roof bracing 2, Andrew Kester, PE
  • CBC 2007 Wind Load, Gerard Madden, SE
  • ASCE7 Question, Alden Manipula
  • Special CMU walls, Jason Christensen
  • Address to Lat/Long Converter, Mark Johnson
  • Re: Design of Pavement Section, Jnapd
  • timber pedestrian bridge, Christopher Banbury
  • technical References and Advice of CMU Wall Cracking, jerold taylor
  • Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
  • Scott Threewitt is out of the office., SThreewitt
  • HSS welds, Mark Johnson
  • Best Wishes, Daryl Richardson
  • wind load calc's progrm, DA ENGINEERING
  • Merry Christmas, raymond shreenan
  • 2008 Los Angeles Building Code, Paul Blomberg
  • Design Examples, Dave Adams
  • Fundamental period of tanks, Dave Adams
  • RE: Procedures, Mark Gilligan
  • Contec AAC, Chris Slater
  • Off Topic: Wimax in Bangalore, G Vishwanath
  • Stability of highrise buildings for seismic loads, Brijbhushan J. Gupta
  • Happy New Year, Gary L. Hodgson and Assoc.
  • HIGH SEISMIC LOADS, ASC
  • Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), Bill Allen


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