SEAINT Mail Archive 2008 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 1592
  • Re: Small Job on the Westside (I think it's Beverly Hills, but I'm not sure), sscholl2(--nospam--at)juno.com
  • Debonding of precast plank topping, Terangue Gillham
  • RE: Structural Wood Repairs, Gaines, David
  • MAC-CORE Type-1 Deck, Jake Watson
  • wood floor system for a Pool table, Pinyon Engineering
  • (no subject), Jnapd
  • Occupancy Category History, Jake Watson
  • Concrete Strength Requirements for Residential Projects in SDC D or Higher, Andre Sidler
  • Handrail Loads vs Short Term, Rick
  • Glass guardrail support, Joseph R. Grill
  • Steel deck manufacturer in Turkey, Harold Sprague
  • RE: Glass guardrail support [IBC 2006/CBC 2007; Chapter 24]], Casey K. Hemmatyar
  • Residential Real Estate Purchase Due Diligence, Stuart, Matthew
  • "Those who can't do...", Bill Polhemus
  • RE: Contec AAC, John L. Smart
  • Frost Line, Micayas, Julius
  • Seismic Drift Loading, Josh Buckholt
  • Slabs on grade at garage and people doors, Jim Wilson
  • Microstation Book, g r
  • UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Bill Polhemus
  • Out of Line Building Official?, Gerard Madden, SE
  • More "plan check" stuff ..., Dave Adams
  • Concrete Anchors, Garner, Robert
  • Wood design program for lateral, Bob Freeman
  • Re Concrete Anchors, Mark Johnson
  • Lighter Loads in IBC vs. UBC, Chris Slater
  • RE: Lighter Loads in IBC vs. UBC and Enercalc 6.0, Pinyon Engineering
  • RE: UFC 3-340-01 "Design and Analysis of Hardened Structures to Conventional Weapons Effects", Glen Pappas
  • Dual - System ( frame+wall), y.hamida
  • Hollow Core Plank Recommendation, Rich Lewis
  • Difference between SCBF OCBF, Sandman
  • resisting moment, DA ENGINEERING
  • about load duration factor, marcia mendez
  • pre-engineered metal buildings with intermediate steel moment frames or special moment frames?, Haan, Scott M POA
  • Request for a silverback at Dietrich Metal Framing, Jordan Truesdell, PE
  • Re: what's wrong?, Rhkratzse
  • Design Load Combination(s) for Prestress Slab, Gould, Diane
  • Any reference related with ACI 13.3.6 (Two-way slab design), Wontae Kim
  • Re: redundancy rho, Jnapd
  • 3-D modeling, Matthew Shear
  • A few useful resources, Chris Slater
  • RE: what's wrong - Soil Investigation Requirements, Acharya, Suresh
  • Re: what's wrong - Soil Investigation Requirements -- ad nausium, Rhkratzse
  • RE: Anchors, Dave Adams
  • Re: Enercalc 6.0, Jim Wilson
  • Timber design software, Murvin Ragaven
  • Jeff Giger/DAN/Minerals/METSO is out of the office., jeff . giger
  • Redundancy factor and Omega rho, David Francis Caballero
  • strange bldg dept request, Andrew Kester, P.E.
  • R Values for Kneebraced Posts and Steel Columns, Chris Slater
  • ICC ESR REPORT 1772 & ICC ER 4945 (S.S.T. Epoxy), ASLCSE
  • enercalc V6, Chuck Utzman
  • steel connections, Fully Restrained vs Partially Restrained, Andrew Kester, P.E.
  • Nonlinear Pushover Analysis, David Francis Caballero
  • RE: L Bolts - Was enercalc V6, Jim Getaz
  • 3x3 square sill plate washers, Pinyon Engineering
  • Splicing of steel beam., Mike Hokama
  • Re: 3-D modeling - ASCE 7-05 12.7.3 needs an exception for light-frame timber, Rhkratzse
  • Re: Splicing of steel beam, Mark Gilligan
  • Decoupling of anchor bolts, M, Shimjith (GE Infra, Energy)
  • RE: 4th CINPAR - International Conference on Structural Defects and Repair - 25-28 June 2008, University of Aveiro, Portugal, Syed Faiz
  • Estimating Software, Alex C. Nacionales
  • Sony Ericcson P990(off topic), Alex C. Nacionales
  • Re: Estimating Software [and privacy], Rhkratzse
  • Rebar Weight, Kang, Sung-hoon
  • ASCE 7-08, Garner, Robert
  • Engineering Video Game for Students, Ray Shingler
  • Plate washers, Wesley Werner
  • Failure Modes for Split Ring Connections in Heavy Timber Trusses, Felker, Brian P CIV NAVFAC Lant, CISE
  • re: beam splice, Andrew Kester, P.E.
  • steel connection software, Andrew Kester, P.E.
  • load combo and retaining walls, erik gibbs
  • The More Things Change: NYT Article on Restoration of Utah State Capitol Building, Bill Polhemus
  • Roof Gardens Live load, Marlou Rodriguez
  • Rigid End Zone, Alex C. Nacionales
  • steel studs on columns?, Andrew Kester, PE
  • Styrofoam seal at plywood shear wall sill plate, Alexander (Sasha) Itsekson
  • SCBF, Matthew Shear
  • Re: Styrofoam seal at plywood shear wall sill plate & bad EN, Jnapd
  • drilling, driving near existing residence, Christopher Banbury
  • Retaining Wall Problem, IRV FRUCHTMAN
  • Angry Employee Deletes All of Company's Data, Christopher Banbury
  • RAM Structural System, Jason Christensen
  • acceptable bend radius for a cable or tendon?, Haan, Scott M POA
  • Source for long drill bits in S.F. Bay Area ?, Rhkratzse
  • RE: A Welding question, welding_engr_rich(--nospam--at)charter.net
  • re: alumn handrails from China, Andrew Kester, P.E.
  • Aspect Ratio of Light Framed Shearwalls, Chris Slater
  • CMU Infills, Alex C. Nacionales
  • ASCE 7-05 Wind Forces, ASLCSE
  • IEBC Seismic Forces, Ehrlich, Gary
  • QsubE, ECVAl3
  • Substantial Clarification for Design of Wood Floors Supporting Ceramic Tile, Frank Woeste
  • Re: LatPro Lateral analysis software, ASLCSE
  • Stainless Steel Washers..., Benjamin Maxwell
  • Time History Scaling, David Francis Caballero
  • FEMA, ASCE, IBC2006, David Francis Caballero
  • LatPro Analysis Software, Andre Sidler
  • CA Special Surveying Exam Suggested References, Charles Kane
  • Anyone Work (Now or Ever) For A Design-Build Firm? How'd You Handle Specs?, Bill Polhemus
  • CA special Surveying exam, Bob Freeman
  • CONCRETE: Hot Base Plate Bearing on Concrete, Bill Polhemus
  • Re: Bridges, Rhkratzse
  • Gross overturning, Matthew
  • Crane rail weld/assembly papers, Jordan Truesdell, PE
  • Welding of studs through deck to steel beams, Michael Hemstad
  • More wierd Bldg Dept. requests, bruckmandesign
  • Steel shop drawings, Bob Freeman
  • ASTM, Jason Christensen
  • Re-roof on 1950's building, mail
  • re-roof 1950's building, Bob Freeman
  • Use 8d nails or 10d nails for Structural Panel Shear Walls, Szuchuan Chang
  • pre-fabricated building, domdean
  • re: retrofit existing roof, Andrew Kester, P.E.
  • RE: seaint Digest for 2 Feb 2008, AWC Info
  • Another Timber Connection Question, Joseph R. Grill
  • ASCE 7-05 Wind Loads (10psf min.), ASLCSE
  • Canopy, Jnapd
  • Another wind question, Jnapd
  • SDC C or D ... ?, Dave Adams
  • RE: DBAs and codes..., Mark Gilligan
  • Database For Controlling Engineering Drawings, Parag Bande
  • Another Timber Connection Questio, AWC Info
  • AASHTO Plate Girders, g r
  • construction tolerances, j.n.sigalas
  • Soils Reports (again), Dave Adams
  • Soils Reports (continued), Dave Adams
  • Fire wall/shear wall on property line, Jeff Hedman
  • Test, Matthew Stuart
  • Shrinkage of flowable fill against a stone wall, Jim Wilson
  • Yet another Wind question, Mark Johnson
  • WARNING against using Staples in shear walls/diaphragms, Thor Matteson
  • Nonlinear property, David Francis Caballero
  • Force-controlled and displacement controlled, David Francis Caballero
  • STAAD.pro 2007and IBC 2006/AISC Seismic Provisions, Tiffany Lorenzzi
  • STAAD.pro 2007and AISC Seismic Table I-8-1, Tiffany Lorenzzi
  • Re: Question about Shear wall aspect ratio, ASLCSE
  • re: canopy wind loads, Andrew Kester, P.E.
  • ASCE 3, Benjamin Maxwell
  • CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing members including wood sheathing., Dennis Wish
  • Is it factual that continuous (2) #4 rebar has been eliminated in the code for the foundations and slab turn-down edges?, Dennis Wish
  • Test #2, Lang, Kelly
  • Test #3, Kelly Lang
  • Reply Test, Matthew Stuart
  • Re: CBC 2304.11.2.2 - 8-inch Clearance from exposed earth to wood framing mem..., ECVAl3
  • CBC 2007 Summary for Wood, Gerard Madden, SE
  • Shop Drawings, domdean
  • Annoying and Inane Building Dept Requests, IV, Andrew Kester, P.E.
  • Good Reference for Light Gage Metal Framing?, mail
  • light gage steel framing, Bob Freeman
  • basic lateral force question, Andrew Kester, P.E.
  • Minimum edge distance OR back to the treated lumber question....., Dennis Wish
  • MultiLat(tm) 2008 - Lateral design spreadsheet ; update, Dennis Wish
  • Simpson Titen HD not approved for use in concrete, Jeff Hedman
  • SEAW Wind Procedure, Joseph R. Grill
  • CBO, ASLCSE
  • Bending Stress for Southern Pine #2, NDS Example 5, Szuchuan Chang
  • AISC 341 - NonBuilding, Dave Adams
  • RE: AISC 341 - NonBuilding (FOLLOW UP), Dave Adams
  • MO P. E. needed for piping project, Ken Peoples
  • Moving Walkway Seismic Restraint, Daniel Popp
  • CMU Bond Beam at Control Joint, Paul Blomberg
  • spacing limits for concrete beam shear reinforcement, Christopher Banbury
  • Fw: PLEASE READ NOW - Real virus, Russell VeRost
  • Pre-$%!#&#& metal buildings, Andrew Kester, P.E.
  • Openings In Pool wall, Parag Bande
  • Stapled shear wall "warning", Thor Matteson
  • Is a garage partially open, open or closed?, Dennis Wish
  • OpenOffice.org Calc - Spreadsheet question, Dennis Wish
  • wind load on garages, Andrew Kester, P.E.
  • RE: PEMB engineers, Christopher Banbury
  • Re: Fw: PLEASE READ NOW - Real virus [OT: not really about viruses], Rhkratzse
  • fibermesh rates, Andrew Kester, P.E.
  • ASCE 7 flood impact load inflation, Christopher Banbury
  • Local Aspen Colorado Structural Engineer Needed, Stuart, Matthew
  • RE: fibermesh rates - Performance-Based Concrete..., Harold Sprague
  • ASCE 7-05 Cantilevered Columns, Larry Hauer
  • Steel Plate Engineering Data..., Benjamin Maxwell
  • Soils Reports under CBC 1802.2, Thor Matteson
  • Drilled-in anchors for ungrouted masonry?, Dave Adams
  • Viewing the List with MIME, Al Commins
  • IBC 2007 Wind calcs., sscholl2(--nospam--at)juno.com
  • SOG/fibers cont..., Andrew Kester, P.E.
  • ASCE 7-05 Equivalent of CBC Section 1633.2.5 ??, Bill Allen
  • Effects, ECVAl3
  • Alternate Wind Provision, S Y Lai
  • Chain Link Fence Backstop, M. David Finley, P.E., P.A.
  • wind codes..., Andrew Kester, P.E.
  • Seismic Design Example, ECVAl3
  • Wind Calcs_ Interpolation of Cp Value at flat roof, Joseph R. Grill
  • Re: Fw: PLEASE READ NOW - Real virus [OT: not really about viruses], Paul Ransom
  • [no subject], edmondo san jose
  • Re: Another Seismic Design Example CsubD, ECVAl3
  • ASCE 7-05 Errata - Caution: content contains whining, Bill Allen
  • Adjustment Factor in NDS Appendix N (resistance factor), Szuchuan Chang
  • Another ASCE 7-05 Wind Load Question, Bill Allen
  • Chapter 17- IBC, Michelle Motchos
  • Re: Shamefully Off-Topic: Carbon Christmas, Cindy Chabot
  • en values in CBC Table 2305.2.2(1), Szuchuan Chang
  • Questions on Design Manual Vol 2, Ex 2, Szuchuan Chang
  • Flagstaff, AZ, Stuart, Matthew
  • Earthquake, Jason Christensen
  • RE: CBC Code Question on Engineer or Architect of Record, garyg
  • ASCE 7-??, Michel Blangy
  • [Fwd: Judge says Corps of Engineers is responsible for the New Orleans flooding!], Abolhassan Astaneh-Asl
  • Re: Earthquake (experiencing), Rhkratzse
  • L Bolt Dimensions, Joseph R. Grill
  • J-bolts or headed studs, Bob Freeman
  • precast flat slabs, arme
  • Perforate shear wall design and combined shear and uplift on edge nails, Tom . Hunt
  • Frozen Masonry, Jason Christensen
  • Availability of 3.5", 5.5" Wide DF/HF Structural Glued Laminated Timber, Szuchuan Chang
  • Looking for Foundation Book, Rich Lewis
  • The Structuralist.Net Website is under Construction, Dennis Wish
  • FW: Perforate shear wall design and combined shear and uplift on edge, AWC Info
  • LARUCP Amendments, ASLCSE
  • Lumber mill stamp; aka how to find out what I joist is installed, Jordan Truesdell, PE
  • ASCE 7-05 Cantilevered Columns‏, Larry Hauer
  • Re: RE: ASCE 7-05 Cantilevered Columns‏, Jnapd
  • RE: ASCE 7-05 Cantilevered Columns?, Acharya, Suresh
  • Strawbale methods, Pinyon Engineering
  • Re: Strawbale ( use to be RE: Flagstaff, AZ), sscholl2(--nospam--at)juno.com
  • Tempe, AZ, David Fisher
  • Topographic Effects, Jnapd
  • Hot Weather Concreting, Terangue Gillham
  • Base Plate design, Andy Heigley
  • Pipe Rack Retrofit, Tiffany Lorenzzi
  • Simplified Seismic Fa, Scott Martin
  • avoiding expansion joints, j.n.sigalas
  • butchering steel stud webs - guideline?, Haan, Scott M POA
  • Sign Structures, Gary L. Hodgson and Assoc.
  • Other List Servers, Wade Sticht, P.E.
  • re:hot weather concrete, Golding Kent T
  • Torsional Wind Load Cases, Dave Adams
  • AISC eLearning, Hewitt, Chris
  • Safety factors for attaching screws to OSB, Drew Morris
  • Concrete exposed to seawater, William.Sherman
  • masonry ancher bolt embedment, Joseph R. Grill
  • Overhead Electrical Service Feeder Support, Michel Blangy
  • AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Haan, Scott M POA
  • RE: AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?, Tyler Derden
  • Testing In-Place Anchor Bolts, seaint04
  • Spectral response maps for areas outside the US, Gray Hodge
  • anchor bolt testing, Bob Freeman
  • residential bridge design loads, Chuck Utzman
  • Re: Las Vegas Sign Structure, Jnapd
  • 3x studs in (E) stud wall (Remodel), erik gibbs
  • Using Wood-Framed Conventional Construction as a Lateral Shear Resisting Method fior Design, Terry Weatherby
  • Re: Using Wood-Framed Conventional Construction as a Lateral Shear Resisting ..., Jnapd
  • Post-its with scales printed on them?, Jordan Truesdell, PE
  • Enforcement Question, Paul Feather
  • Re: Seismic Design Manual Examples, Mark Johnson
  • Calif. Seismic Retrofit Bill SB 1508, Thor Matteson
  • Employment opportunity, Paul Feather
  • [no subject], Douglas Boyd
  • ASD - Seismic, David Francis Caballero
  • LatPro V3.0, Tom Skaggs
  • RE: ASD - Seismic - Consulting Fee Structure, Harold Sprague
  • "Structuring", Rhkratzse
  • harold on retainer, Andrew Kester, PE
  • QUERY: Structural Clamps for Concrete Piles?, Bill Polhemus
  • Rigid diaph. analysis with diagonal walls, Joseph R. Grill
  • Re: Permit, EOR & Enforcement Question, ASLCSE
  • ASCE 7-05 Cantilevered Column System vs. Inverted Pendulum-Type Structures, Bill Allen
  • Concrete Digestion Tanks, Jeremy White
  • Standard Hook Bend diameters, Joseph R. Grill
  • Bend diameters, Joseph R. Grill
  • Email being blocked? maybe, Joseph R. Grill
  • Conc. Bond to plain steel, Larry Hauer
  • Structural Concrete subject to sub zero temp. conditions, Lakshmana Nukala
  • AISC 341-05 flexural strength of braced frame braces, Haan, Scott M POA
  • AISC 341-05 section 8.5 exception, 2006 IBC 1908.1.16, Haan, Scott M POA
  • Masonry ASD Method Question, Salbador Dorado
  • Wood LEED, Drew Morris
  • Masonry Question, Salbador Dorado
  • re: ASD- masonry question, Andrew Kester, P.E.
  • N.Y. Crane Collapse, Michel
  • Ahkam Syahril is out of the office., Ahkam Syahril
  • Danish Wind Turbine disintegrating - Feb.27,2008, KRALIK Georg -NUCLEAR
  • Florida PE for Miami Dade louver test, John Sieszycki
  • Emergency Opening from a concrete tunnel, Micayas, Julius
  • Overcoming Friction, Bill Polhemus
  • Pipe Wall Strength, Michel Blangy
  • Hand-held Calculator Recommended, Wontae Kim
  • CBC Sect 1633A Exemption, raincat1
  • excellent article..., David Fisher
  • 1979 SBC, Joel Adair
  • RE: Pipe Wall Strength -- go for Galambos(?), Acharya, Suresh
  • RE: Hand-held Calculator Recommended -- HP -10C, Acharya, Suresh
  • Re: 1979 SBC [AKA Mickey], Rhkratzse
  • 1 Story Rod Braces in CBC2007, Gerard Madden, SE
  • Slab-on-Grade with Rack Loading, Wesley Werner
  • stainless steel pipe, Andrew Kester, P.E.
  • 3 Hour Fire Rated Ceiling Assembly, Jim Lutz
  • Stainless Steel - answering my own question, Andrew Kester, P.E.
  • CALCULATOR, ASC
  • Current SEAOSC Newsletter - President's Editorial in current issue., Dennis Wish
  • Re: Tekla Structures Training Centre at William Hare, Chennai, In, G Vishwanath
  • 3-hour roof-ceiling assembly, Bob Freeman
  • Seismic load on retaining wall, Arturo Martinez
  • 26H8 joists, Drew Morris
  • Re: seaint Digest for 18 Mar 2008, Paul Ransom
  • Seismic on restrained retaining walls, Hugh Brooks
  • [no subject], Douglas Boyd
  • Wind Load Utility, Chris Slater
  • review of another SE's design..., Andrew Kester, P.E.
  • IBC Eq 21-3, Jared Keyser
  • RE: IBC 21-3, Jared Keyser
  • approved epoxy anchor, DA ENGINEERING
  • Place of Public Assembly, Gerard Madden, SE
  • Bent Gusset Plates on MN I-35W Bridge, Christopher Banbury
  • Cantilever Column system, Matthew
  • Soil improvement methods, raja mohan
  • soil improvements, Bob Freeman
  • Tremie Concrete, Bill Allen
  • ASCE 7-05 wind program, Andrew Kester, P.E.
  • ASCE being attacked, Will Haynes
  • What is 2t plastic hinge gusset plate design?, G Vishwanath
  • Book/reference on tower foundations, Jordan Truesdell, PE
  • Re: Archiving Trade Magazines, Jnapd
  • Structural Observation Contract Clause, Michel
  • Programs for cast-in-place Anchors, Mark Johnson
  • venting a valley rafter?, Jim Wilson
  • Scott Threewitt is out of the office., SThreewitt
  • ASCE redundancy factor, Michelle Motchos
  • NYC building Code and AISC 13th edition, Ken Peoples
  • Exposure Categories: ASCE7, IBC, Christopher Banbury
  • www.seismicfactor.com, atc769
  • DeSoto Bridge Gusset Plate Damage-Minnesota, Abolhassan Astaneh-Asl
  • Live load under mechanical and solar units at roofs, Marlou Rodriguez
  • Re: Live load under mechanical and solar units at roofs [aka beer], Rhkratzse
  • What's happening?, G Vishwanath
  • Fundamental Period Question ASCE 7-05 12.8.2, Dennis Wish
  • House Leveling, Bill Polhemus


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