SEAINT Mail Archive 2006 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 1539
  • RE: Moment Connections, Ashraf, Mohammed (Qatar)
  • Re: San Bernadino wind speed, Gary L. Hodgson and Assoc.
  • Moment Connections - Steel to Concrete, refugio rochin
  • SEason salEs! ChEap tabs!, Paula
  • prOblEms with mEds ExpEnciEs, you ArE On right way, Simone
  • honeycomb, Jun Navaro
  • Reinforcement percentage to control shrinkage cracking, Ashraf, Mohammed (Qatar)
  • Professional liability insurance (again), Sanjay . Sehdev
  • maximum height of equipment on roof, Ashraf, Mohammed (Qatar)
  • Joist Girder Deflection at CMU wall, Greg Mosier
  • SFGate: Tall, skinny ... stable/Using novel technology, S.F. tower should resist quakes, gales, BOB JOHNSON, SE, PE (SEAOI)
  • masonry vertical stresses, refugio rochin
  • Structual Design of Glass, Gary L. Hodgson and Assoc.
  • structural light guage framing, Brian
  • RE: structural light gauge framing, Garner, Robert
  • tuckpointing, Bruce Holcomb
  • Steel connection design, William.Sherman
  • "wind rose"/ Nigeria, raincat1
  • Fw: Imminent landslide risk in Kashmir, Trib K Mittra
  • RE: Stage lighting Support Structure, Trib K Mittra
  • RE: Not a Structural Question, but maybe someone on this list can help, Trib K Mittra
  • Re: Is ASCE Competing Against Us?, Trib K Mittra
  • Fw: [TV-Tech] Engineering Opening, Trib K Mittra
  • Lag screws in Microlam and Paralam, Trib K Mittra
  • RE: CA Exam Requirements in '07, Trib K Mittra
  • Re: Trib K Mittra RULES!!, Ghias Dean
  • thin structural slab design, Bruce Holcomb
  • FW: Help -- Running out of shelf space, Nels Roselund
  • How to set up out of office replies, William.Sherman
  • Air-Floor system, Paul Feather
  • RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), KIRTESH A GANDHI
  • RE: Response to Kirtesh's concern (was: Is ASCE Competing Against Us?), Tom . Hunt
  • RE: Response to Kirtesh's concern, Polhemus, Bill
  • Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
  • Vish is safe, G Vishwanath
  • shear stud spacing, David Topete
  • Re: Beam sleeve, Himat Solanki
  • Sections or Details, Sklar, Mitch
  • big dig structural failure - epoxy anchors overhead supporting gravity, Mark Swingle
  • Update on H-1B Part 1, Rbengrguy
  • H-1B update Part II, Rbengrguy
  • Concentrated Load at Edge of Pedestal, Mike Zaitz
  • Long pipeline seismic design, joraljim
  • Seismic Upgrade vs. Data Center, Greene, Al [PTS]
  • Epoxy Anchors - Boston Tunnel, Jim Lutz
  • OT: was big dig structural failure - epoxy anchors overhead supporting gravity, refugio rochin
  • Timber Frames, Gerard Madden, SE
  • Re: Pdf to dwg converter, Joseph R. Grill
  • Re: big dig structural failure - epoxy anchors overhead supporting gravity, Sanjay . Sehdev
  • RE: PDF to DWG Converter - Thanks Vish, Sunil Thengale
  • April SE Exam Results, Scott N. Jones
  • Footing Overturning in Rock, Rich Lewis
  • RE: "Code Approval" (was big dig structural failure - epoxy anchors overhead supporting gravity), Polhemus, Bill
  • OT: Where To Go In San Francisco ??, Caldwell, Stan
  • RE: Where To Go In San Francisco ??, Polhemus, Bill
  • Re: OT:  Where To Go In San Francisco ??, Rhkratzse
  • RE: OT: Where To Go In San Francisco ??, Garner, Robert
  • Design Checking methods, William.Sherman
  • OT: SF PLACES TO VISIT, refugio rochin
  • Wood post limitations, Jim Wilson
  • lateral dist. of concentrated load in concrete slab, Joe Grill
  • taking over work started by another SE, Bruce Holcomb
  • Manhole cap, Joe Grill
  • Snow Load + Seismic, Gerard Madden, SE
  • Log Beam-Girders, Barry Welliver
  • SEAOC Convention Site Now Open for registration, Seaint Administrator
  • FEMA-350 and 2001 CBC, Gary Grinstead
  • Crack Control: ACI 10.6.4, Wontae Kim
  • Open SEES day, refugio rochin
  • Slab-on-Grade design software (PTI, BRAB, WRI), eric green
  • Re: Load probability (was Snow Load + Seismic), Paul Ransom
  • Find the Lr for the new LRFD provisions, Szuchuan Chang
  • ANALYSIS: Need Help With SAP Modeling, Polhemus, Bill
  • Engineering Spec, dave lowen
  • ANALYSIS: Effective Diaphragm Thickness, Polhemus, Bill
  • AISC Manual, Thirteenth Edition, Garner, Robert
  • Frost Depth in McCall Idaho, Paul Feather
  • RE: Column Tilting Steel Erection, Collier, Randy
  • FW: engineer in Indiana?, Dennis Wish
  • We have shifted (OT), Pankaj Gupta (Strucures Online)
  • IBC vs. ASCE 7 (WAS: Snow Load + Seismic), Polhemus, Bill
  • Wood Shear Wall Studs < 2x4, Barry Welliver
  • blind bolts, ESG Design
  • Seismic loading CD, Joe Grill
  • Fw: Seismic loading CD - Oops, Tom . Hunt
  • Simple connection eccentricity on columns, Will Haynes
  • Seminar Presentation Evaluations?, refugio rochin
  • Rho factor for wind and gravity loads?, Steve Mickelson
  • [Q] Moisture through capillarity - prevention/cure products?!?, Papi
  • Excel 2003 Beta Testers wanted for MultiLat(tm) public domain spreadsheet, Dennis Wish
  • log homes/ steel columns, Andrew Kester, PE
  • FEMA 350 - Bolted Unstiffened End Plate, Jake Watson
  • Critical section in Footings, Sanjay . Sehdev
  • Tech. Bulletin, dave lowen
  • Simpsons SET Epoxy Anchor vs Titen HD Anchor, Brian
  • Steel fiber reinforced SOG, amanipula
  • Roof ventilation in the mountains, ENGRLAINES
  • Re: Re: 3x4 Shear Wall Studs, bruckmandesign
  • Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, omer S
  • RE: Spreadsheet for the Design of Circular Concrete Column based on ACI 318-05, Garner, Robert
  • CA SE results...., Doug Mayer
  • Concrete Tank, Sharon
  • Effect of swimming pool on retaining wall, Joe Grill
  • SCBF, Jake Watson
  • RE: Determining F'm from Tests, Polhemus, Bill
  • RE: Repeat Designs, Gary Loomis
  • Another question on Rho, Doug Mayer
  • holdowns in stem walls, Truitt Vance
  • swimming pools, Andrew Kester, PE
  • RE: reuse fees, Andrew Kester, PE
  • Vibration - Office Floor Guidelines, Rich Lewis
  • Shear wall minimum size, refugio rochin
  • live load to resist uplift from snow load?, Haan, Scott M POA
  • Lateral forces through deflection track, Drew Morris
  • Looking for SE in Columbia, SC, Stuart, Matthew
  • lt gage shear wall, Andrew Kester, PE
  • STEEL JOIST: Erection Tolerances, Polhemus, Bill
  • Steel deflection track on wood walls, Jim Wilson
  • Wind Load on Solar Panels w/ Supports ASCE 07-05, Szuchuan Chang
  • ASCE 07 Wind Load, 10-degree plus or minus form the horizontal, Szuchuan Chang
  • old foundation block deterioration, Jim Wilson
  • re: deflection connections, Andrew Kester, PE
  • Light Column Tables in MSC 13th Ed, Jordan Truesdell, PE
  • Definition of Pier in ACI 530-02, Joe Grill
  • Fw: The VeRost Boltable Anchor Plate, Russell VeRost
  • Composite Floor conventions, Jordan Truesdell, PE
  • Trinidad and Tobago Seismic Maps, Anantha Narayan C.K.
  • spreading wheel load on a single span slab next to isolation joint., Haan, Scott M POA
  • Design Checking Methods - take 2, William.Sherman
  • Detailing steel connections, William.Sherman
  • Welded headed Shear Studs, Kestner, James W.
  • Shoring on cantilevered retaining walls, Pinyon Engineering
  • [no subject], Ken E. Paquette
  • RE:, Polhemus, Bill
  • Non-comp beams in a composite floor, Jordan Truesdell, PE
  • Timber Frame Project, Joe Grill
  • MASONRY: Epoxy Adhesive Embedment into Grouted Cells, Polhemus, Bill
  • Corbels, M. David Finley, P.E., P.A.
  • HDPE Plastic sheet, Avicpeng
  • Joist Girders As Spandrel Beams, Rich Lewis
  • FEMA 350 Section Question, John J. Treff
  • Old New York State Code, Benjamin Cornelius
  • ICC Performance Code for Buildings and Facilities, Tom Skaggs
  • mortar bed reinforcement, Andrew Kester, PE
  • 31 Structural Steel Reference Books For Sale, Russell VeRost
  • HDPE Plastics, Avicpeng
  • Re: seaint Digest for 11 Aug 2006, Vineet Aggarwal
  • Level of Detailing, Will Haynes
  • CUREE W30 Recommendations for Earthquake Resistance in the Design and Construction of Woodframe Buildings, Dennis Wish
  • Re: ot - Las Vegas, Paul Ransom
  • Error in Aisc Manual 13th Edition?, G Vishwanath
  • OT: Polhemus Is A Ham, Polhemus, Bill
  • Tower Foundation repair, Landon Anderson
  • Re: Shop Drawing Review, Stanley E Scholl
  • Re: Level of Detailing -- Caymans, Rhkratzse
  • City of Rancho Cucamonga Invites You to Attend "Collapse of the World Trade Center - Lessons Learned Seminar", Villenas, Fabian
  • Re: Tower Structure, Nguyen Nam Trung
  • Cracks on Floor Slabs, The Best Always
  • City of Rancho Cucamonga Invites You to Attend "Collapse of the World Trade Center - Lessons Learned Seminar", Rand W Holtham
  • Braced frame + concrete shear wall Dual system, Anantha Narayan C.K.
  • Shear Friction Design Method: ACI 11.7.7 & 11.7.8, Wontae Kim
  • More on level of Detailing, erik gibbs
  • What is it about Condos, Mark Johnson
  • Load Test, Nacionales Alex
  • seismic provisions in building codes, Mr sadanand ojha
  • re: glulam beam on shop dwg, Andrew Kester, PE
  • above ground post-tension floor slab, Mark Pemberton
  • re: condos, Andrew Kester, PE
  • 13th Ed Steel manual comp beams, David Topete
  • RE: above ground post-tension floor slab -FLOOD, Suresh Acharya
  • The List, hugh nicholl
  • composite beam program, Andrew Kester, PE
  • got my back?, Andrew Kester, PE
  • Reposting "Error in Table 10-14 of Aisc 13th Edition ?", G Vishwanath
  • Free Structural Software ??, Caldwell, Stan
  • Lean-on Bracing Systems, Eric Tompos
  • RE: Getting Windoze 2000 to Accept "Smart Ring", Bill Allen
  • ensketch, ASC
  • Re: Level of Detailing - round 2, Jim Getaz
  • Seismic Joint + ETABS, Anantha Narayan C.K.
  • cyclic load ,isotropic hardening material,ansys, behnam heydari
  • IBC Wood Shearwalls, Paul Feather
  • Drafting Standards - Grid Layout, Marc Mitchell
  • Minimum lateral force requirements, Ashraf, Mohammed (Qatar)
  • Sloped Continuous Footing, Cutler, Seth W CIV NAVFAC NW
  • To Bond or Not to Bond - Concrete Thin Overlay, Rich Lewis
  • Re: Printing Multiple MS Word Documents, TBerair
  • RE: Is A-449 material available as threaded rods?, Paul Feather
  • Shot Pin Boundary Nailing, bruckmandesign
  • Pile Caps vs Pile Raft, MAM
  • Fwd: Embedment Plate Welds, canitzcf
  • welding HSS to HSS, Truitt Vance
  • Drafting or CAD standards..., Mike Jones
  • To Bond or not to Bond, Rick Stone
  • Re: Re:  Shot Pin Boundary Nailing, bruckmandesign
  • Cable Stay Costs, Paul Feather
  • Business survey forms., Hans E Boge
  • Repair Detail of Moisture Retarder, Bill Allen
  • RE: Business survey forms, James Getaz
  • Metal Deck, Ravinath M.
  • 9/11 conspiracies are a crying shame, rbengrguy
  • Cooling Tower Basin Minimum Temperature Steel, Rand W Holtham
  • OSHA Column Requirements, M. David Finley, P.E., P.A.
  • Timber retaining wall (railroad tie), Brian
  • Loader force, Mark L. Puccio
  • Drilled Pier/pile-Support is pinned or fixed, Ashraf, Mohammed (Qatar)
  • Aisc Search utility error, G Vishwanath
  • Splicing heavy timber trusse tension members, Jim Wilson
  • Heavy line loads on thin slabs on grade, Jordan Truesdell, PE
  • Plan Checkers?, erik gibbs
  • Tallahassee, FL referral, David Fisher
  • Welding On a Full Tank, Jim Lutz
  • WTC conspiaracy theory debunked, rbengrguy
  • Re: your SEAINT post, G Vishwanath
  • Supplementary Shear reinforcement for anchors, Sanjay . Sehdev
  • OSB grade, Scott Maxwell
  • re: file systems, Andrew Kester, PE
  • Mississippi- Codes, Andrew Kester, PE
  • Paint for Steel Roof Above Pool, Rich Lewis
  • Splicing heavy timber truss tension members, AWC Info
  • Smart Ring with W2K, Avicpeng
  • Foundations for Shear Walls, Mike Rhodebeck
  • Flatness Of P/T Conc. Deck, Michael Bryson
  • RE: Load combinations with 30% Wind, Scott, William N.
  • Long Building - How to make stand up?, David Smith
  • Glulam Design Source, Rich Lewis
  • re: storefront wall, Andrew Kester, PE
  • notched glue-lam, jrgrill
  • RE: Timber Roofs over Swimming Pools, hugh nicholl
  • existing wood floor joist bending stress, Joseph Eribarne
  • Steel beam--change of depth, Michael Hemstad
  • control joints in topping slabs, Benjamin Cornelius
  • RISA to sway or not to sway, Sharon
  • Steel ASTM standards, Jordan Truesdell, PE
  • detention basin, amanipula
  • Another Ebay Notice, CanitzCF
  • Re: WTC conspiracy theory debunked, BCainse
  • Test, Nels Roselund
  • ETABS/ Dual System, edmondo san jose
  • Curved PSC Box Girder., Arvind Salecha
  • More errors in Aisc Manual 13th Edition?, G Vishwanath
  • Load factor for Cooling Tower, Ashraf, Mohammed (Qatar)
  • Steel beam...change in depth, Kestner, James W.
  • Aisc's response and one more error, G Vishwanath
  • Re: Steel-Detail: Aisc's response and one more error, G Vishwanath
  • RE: Flag Drag, Garner, Robert
  • Enercalc, Padmanabhan Rajendran
  • automated response, Michael Zaitz
  • WTC Facts and Figures, ECVAl3
  • Welding around Bending Area, Wontae Kim
  • Response from Aisc, G Vishwanath
  • deafening silence!, ECVAl3
  • RE: Friction coefficient, Harold Sprague
  • RES: deafening silence!, Mario Velez Nauer
  • Intellegent Response?, ECVAl3
  • Re: deafening silence! as responded to by Harold Sprague, ECVAl3
  • Segmented/Perforated Shearwalls, Bhairavi
  • Simpson Column Connector Mismatch, Will Haynes
  • OT: It's official..., Michel
  • Fw: It's official..., Michel
  • support for the writer of "deafening silence!", AmerRescue
  • RE: support for the writer of deafening silence!, dfisher(--nospam--at)fpse.com
  • [RE]Re: Simpson Column Connector Mismatch, Jun Navaro
  • RE: Enercalc (& RISA), Casey K. Hemmatyar
  • Name-callers & Closed minds delete this email immediatley, ECVAl3
  • Re: For the sake of getting back on topic (only for the seriously concerned), ECVAl3
  • ASD steel composite beam design, David . Topete
  • metal strapping on wall lines, Pinyon Engineering
  • THE FLAMING SUBJECT, ASC
  • Disconnecting the conspiracy dots, rbengrguy
  • Wind Load on Open Structures, Xan Cutcliff
  • Re: Frost depth, Martin Li
  • Base Plate Under Bi-Axial Bending, Michael Zhang
  • Gabe Bohm/TECHNIP-USA is out of the office., GBohm
  • RE: Cast in Place Pier Design - Creep force, Gautam Manandhar
  • Seismic requirements in NYC, Kyle Delabar
  • roger turk passing away - 2nd anniversary, Hans E Boge
  • Corrosion from Non-Arsenic Wood Preserving Treatments, Willcox, Chris M.
  • Single pier cap, Ashraf, Mohammed (Qatar)
  • Redundancy/Reliablity Factor (ro) in Wood Frame BLDG, Casey K. Hemmatyar
  • RE: seaint Digest for 20 Sep 2006 - Bayesian Filter detected spam, Willcox, Chris M.
  • [no subject], Daryl Richardson
  • Joist Connection, Doug Mayer
  • Re: Concrete and Drizzle, David . Topete
  • re: joist shear transfer, Andrew Kester, PE
  • metal deck electrodes - low hydrogen required?, Haan, Scott M POA
  • Trouble?, Doug Mayer
  • 2005 NDS Table 11P Footnote 3, sutej
  • Header Sizes, erik gibbs
  • Steel Collapse Energy Ratio Calculation, Dom Dudz
  • P. G. Joists, Michael Hemstad
  • Support installed low - steel deck pounded down to support for puddle welds - still ok?, Haan, Scott M POA
  • Masonry in Las Vegas Fully Grouted or Partially Grouted, Harold Sprague
  • Response Spectrum Analysis, Anantha Narayan C.K.
  • Overhanging Monorail, Padmanabhan Rajendran
  • Phoenix AZ Foundation Detail, Rich Lewis
  • RE: Regional Practices for Masonry Construction, Harold Sprague
  • Phoenix footing detail, Robert Freeman
  • aluminum anchorage to steel, PFFEI
  • RES: Overhanging Monorail, Mario Velez Nauer
  • Old Southern Pine Allowable Stresses, Andrew Kester, PE
  • Re: Regional Practices for Strucutral Design and Construction, Mlcse
  • ASCE 7-02 Time period in Metric, Anantha Narayan C.K.
  • RE: stresses in monorail beam, Andrew Kester, PE
  • 1950's Precast Floor Plank, Rich Lewis
  • California SB 1175 & AB 127, Tom Skaggs
  • Clay Tile Repair Suggestions?, Gary L. Hodgson and Assoc.
  • RE: seaint Digest for 26 Sep 2006, Willcox, Chris M.
  • Steel Water Tank Foundation, Rich Lewis
  • 1 1/2 Inch Concrete Stone - San Fran Bay Area, Tom . Hunt
  • Center of mass of a ramp, Anantha Narayan C.K.
  • Out-of-plane forces, Doug Mayer
  • CBC 1630.8.2 .1 Plywood Shearwall supported on SMRF, Casey K. Hemmatyar
  • pile software, Jules G
  • Plastic Analysis of steel beam, Padmanabhan Rajendran
  • Subject: 1 1/2 Inch Concrete Stone - San Fran Bay Area, Michael Hemstad
  • Forge Welding ASTM A769, Michael Bryson
  • What happened to www.Tilt-up.org?, Michael Bryson
  • Stripping Treads, Rich Lewis
  • piles software, Jules G
  • Fw: Now Available The Boltable Enbed Plate, Russell VeRost


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