SEAINT Mail Archive 2003 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 1400
  • RE: Advertising Engineering Services, Bill Marczewski
  • Re: Bracing for Nail-Plate Wood Trusses, Chris Banbury
  • End Rust, Haan Scott M DPW CIVIL ENGR(n)
  • Robertson Metal Roof Deck, Nuttall, Davin J.
  • trusses, stupid trusses, Andrew D. Kester
  • UBC 1633.2.4, Chris Roper
  • Nail Values for plywood, IBRAHIM AZIEZ
  • Re: Steel seminars in California, THunt
  • railing loadings, Ken Peoples
  • drilled pier foundation, Andrew D. Kester
  • FW: Structural Engineering Positions, Terry Triest
  • History of Retaining Wall Sliding, Jonathan Mallard
  • Parking Garage Loading - IBC/UBC, Jake Watson
  • AISC Certification question, Dennis Pradere
  • Fw: gyp ceiling diaphragms, David Merrick
  • HHS Rectangular Tube Fabrication Error, Steven Crang
  • 2003 IBC - double design unit shear - wood panel both sides steel studs?, Haan Scott M DPW CIVIL ENGR(n)
  • RE: 2003 IBC - double design unit shear - wood panel both sides s teel studs?, Yousefi, Ben
  • Federal Building Code., Mark Gilligan
  • Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Tony Ramos
  • RE: WANTED: Concrete Column Analysis & Design Software, David A. Fanella
  • Concrete Column Analysis & Design Software Recommendations, João Rocha
  • handrails, Andrew D. Kester
  • RE: truss bracing, Andrew D. Kester
  • Comprehensive SE Review Workshops in LA & SF, May-October 2003, StructuralReview
  • Connection Over Joist and Joist Girder Seats, Meyer, Jonathan
  • Ceiling seismic restraint, Bruce Holcomb
  • Cast-in-place Segmental box bridge, Troy Madlem
  • HSS Steel Columns for LFR, struct comp
  • AASHTO Highway Signs Standard: Appendix A, Michael Bryson
  • Re: Steel OMRF, Strueng86
  • about blast design of structures, seko
  • BOCA 1999 Table 1610.6.3, Alden Manipula, E.I.T.
  • Concrete shear wall shear equa 11-32 & 21-7, David Merrick
  • Question about shear stress in steel plates, tees and angles, Clifford Schwinger
  • AREMA Serviceability Requirements, Munoz, Pedro
  • scholarchip, Limuel Trangia
  • copper as structural material, Dave Evans
  • Stainless Steel, Bruce Holcomb
  • '97 UBC vs. 2000 IBC, Bruce Holcomb
  • Earthquake resistant design of reinforced concrete buildings, georgiadou eftichia
  • Finger-tight bolts vs Snug-tight bolts, Michael Bryson
  • Residential URM, Dennis Wish
  • Piers protection from corrosion, kamal aghbal
  • partition load, brian stanley
  • Re: Greasing headed anchor rods (is it necessary?), THunt
  • IBC Table 1617.3 use lower story drift limit & not design curtain walls for drift?, Haan Scott M DPW CIVIL ENGR(n)
  • special load combos for steel frame connection to foundation? AIS C Seismic?, Haan Scott M DPW CIVIL ENGR(n)
  • Corrosion, AnconAssoc
  • Embedded Single Cantilever Steel Column, struct comp
  • RE: Detail for an existing retaining wall to future slab connection, Larry Sanchez
  • z shape purlin at roof, Ahcene Djebli
  • re: SURVEY REGARDING CERTIFICATION, David Merrick
  • Section Root Radii, Richard Collins
  • Plotters, Jake Watson
  • wood- biaxial bending, Andrew D. Kester
  • Progressive Collapse, ceeseven
  • RE: Addition of 1'-9" retaining wall..., Larry Sanchez
  • SEI/ASCE 7-02 Wind Loads, Cory Structural Engineering, P.C.
  • load factors, Andrew D. Kester
  • In-Plane Rigidity Software, Gerard Madden, SE
  • Re: seaint Digest for 16 Apr 2003, Adam Vakiener
  • RE: wind loads on CMU walls, Andrew D. Kester
  • 1997 UBC Concrete OMRF in Zone 2A, Meyer, Jonathan
  • [no subject], David A. Fanella
  • Re: questions about 3D modeling software for steel structures, Dave Langhone
  • bar joists, Duane Siegfried
  • Reinforcement failure due to concrete expansion, Ozturk OZGUR
  • Welding plate stiffener, ASQENGG2
  • AWS D14.1 versrus AWS D1.1, Jeremy Kuhn
  • CMU connection/ welding rebar, Andrew D. Kester
  • Finite Element and Reinforced Concrete, Eric Green
  • Historical Chinese Tower w/rocking base., David Merrick
  • Re:Historical Chinese Tower w/rocking base, G Vishwanath
  • [no subject], Kotha Rao
  • Concrete Swimming Pool, Gary Hodgson & Associates
  • structural engineers in the world, steve brook
  • Re: Re:Historical Chinese Tower w/rockin, Roger Turk
  • To Inc., or not to Inc., richard lewis
  • Type K cement, GSKWY
  • www.cseforum.net - Discussion Forums for Civil/Structural Engineers!!!, Zeljko Popov
  • ETABS joist modeling question, ceeseven
  • AISC Unified Manual of Steel Construction - Voice your opinion, Hewitt, Chris
  • FREE STANDING MASONRY WALL, NDZ28
  • RV: High Temp in Bolted Joints, raul labbe
  • Section Root Radii - Re-Post, Richard Collins
  • RE: Modeling of Grade Beam??, Robert Rogers
  • Welded Headed Studs, Regis King
  • CALI- dbl check those calcs!, Andrew D. Kester
  • steel costs, Andrew D. Kester
  • H-1B issue, Rbengrguy
  • Concrete disintegration, Mike Livingston
  • whistle blowing, Andrew D. Kester
  • RE: old beams, Lowen, Dave
  • Deicing Fluids, Speck, Todd M
  • Modeling of Grade Beam, Rand Holtham, P.E., Sigma Engineers
  • RE: Steel naming conventions, Lowen, Dave
  • Shrinkage Test, Mario De Jesus
  • Historic Wood Structure; How to Determine Wood Material Properties ?, Robert Rogers
  • Historic Wood Structure; How to Determin, Roger Turk
  • RE: Historic Wood Structure; How to Dete, Roger Turk
  • RE: Historic Wood Structure; How to Determine Allowable Stresses, Robert Rogers
  • log cabin structure, Mark Baker
  • RE: Questions are too long, Larry Sanchez
  • Residential Work - Riverside San Diego Areas, Paul Feather
  • SEISMIC MISSING MASS, Juan José Treff De la Mora
  • environmental criteria for Israel, Dave Evans
  • E-mail replies...how do you do that?, Mark Geoghegan
  • Teaching Position, GSKWY
  • Seismic loads in south Florida, Foy, Warren
  • UBC 1630.2.1 - SEISMIC DEAD LOAD, Kotha Rao
  • Structure's life expectancy, desi j kiss
  • Federal Standards, Mark Gilligan
  • MODAL ANALYSIS., maaz siddig ibrahim
  • FL loads, Andrew D. Kester
  • test, Thom Alascio
  • "Structural Engineering" Magazine, Gary Hodgson & Associates
  • Comprehensive SE Review Workshops in SF & LA, May-Oct 2003, StructuralReview
  • URGENT: Strong Motion and Seismic Hazards Mapping programs, scgordin
  • thanks to all on log cabin post, Mark Baker
  • Column with torsion, Michael Hemstad
  • Re: Historic Wood Structures, DECAY, Thor Matteson, SE
  • Short Course Announcement - Numerical Analysis in Geotechnical En gineering, Wernmark, Ulrika M K
  • Looking for a Good Cold-Form Steel Design Reference, Robert Rogers
  • Rw factor, UBC 97, Milton Veloz
  • Seismic in FL, Andrew D. Kester
  • HP 36" Plotter For SAle, Ahcene Djebli
  • Seismic load combinations and ASME Section VIII pressure vessels, Tom Barsh @ Codeware
  • Out of plane wall anchorage, j . grill
  • Re: Seismic load combinations and ASME Section VIII pressure ve, Christopher Wright
  • Shading Concrete in CAD Detail, richard lewis
  • Load Bearing Veneer, Mike Zaitz
  • Seismic loads on ASME VIII pressure vessels, Richard Hess
  • AIA Payment Application Spreadsheet, Ken Peoples
  • What happened to the "C" dimension on bolts/nuts?, ESuk
  • AISC hole edge distance, Rmhansonsece
  • Glazing Wall subject to Aircraft Thrust, John MacLean
  • Re: Structure Magazine, Paul Ransom
  • U. S. Navy Soils Design Manual, Pat Symons
  • MATRIX ANALYSIS, IBRAHIM AZIEZ
  • Canadian General Review of Construction, Paul Ransom
  • RE: U.S. Navy Soil Design Manual, Andel James Contr AAC/WMO
  • Topping required on precast plank?, Terry Triest
  • curved steel beams, Andrew D. Kester
  • Hot Dipped Galvanized A722 Rods, Stuart, Matthew
  • Flare Bevel Weld, Jeremy Kuhn
  • Tuesday night Digest, Directorengjw
  • Perforated Shear Wall Analysis - Rational Anlaysis vs. ?, Christopher S. Campbell
  • brick veneer/ airport wind loads, Andrew D. Kester
  • Solid Grout Existing CMU Wall, Jim Persing
  • Snow Loads - UBC Appendix 16, Kurt Cornell
  • RE: Welding question (for steel that's to be galvanized), Lowen, Dave
  • Concrete floor joist HELP, Brian K. Smith
  • Structuralist.Net finally up - well almost!, Dennis Wish
  • Concrete Nails, Daryl Richardson
  • UBC 97: Soil Liquefaction, Mahmood Mufti
  • Last Announcement: SE Review in SF & LA, May-Oct 2003, StructuralReview
  • Wood Supporting Steel, Seth W. Cutler
  • steel sheet piles, Gary
  • Ferro Cement Dome Roofs, marfra
  • Temporary Timber Mats, npitera
  • Af/Aw Value, ESuk
  • What spec for coupler to F1554 GR 105 Anchor Bolt ?, Randy Miner
  • NDA Question, Johnny Drozdek
  • perforated shear walls, Casano, Karen
  • HSS Truss Stability, Paul Feather
  • Narrow Garage Piers - Residential, Dave Adams
  • CURVED/RADIUS Wood Beams, Gerard Madden, SE
  • Narrow Garage Piers (Case closed - Thanks, Jason!), Dave Adams
  • ASCE 7 Wind, Kestner, James W.
  • RE: Enclosure calculation, Andy Richardson
  • Grade for Equipment Seismic Design Force, Nels Roselund, SE
  • Structural Engineers, Bakerhall1
  • steel lintel for brick, Andrew Kester
  • Plywood and OSB, IBRAHIM AZIEZ
  • ASTM A-513, George Richards P.E.
  • Re: seaint Digest for 8 May 2003, Jeff Walsh
  • Re: Elevator/Escalator question, Jim Getaz
  • FW: NAVFAC Guidance Documents On-Line, Foy, Warren
  • Log Construction questions, John H. Cato, jr., R.A.
  • Site Specific Seismic Coefficient, Mike Auchter
  • Braced Frame Cladding, Seth W. Cutler
  • Autodesk Revit building modeler, Roger Turk
  • Simplified Seismic Design Trends, Barry H. Welliver
  • Wall Footing Submerged 8 hours after Pour, Troy Madlem
  • sheet piles, one more time, Gary
  • HSS material, Michael Hemstad
  • Photos Wanted, Kestner, James W.
  • HSS Design Spec, Seth W. Cutler
  • IBC Seismic questions, Rick Burch
  • Fireproof partitions, ESuk
  • Wood "Nailed" Moment Connection, Robert Rogers
  • Lag Screws -- Shear Capacity in plywd, Nels Roselund, SE
  • Monorail Design, Mark Seifried
  • Overlay Conc. Mix Design, Varma
  • last sheet pile question, Gary
  • Rigid Foam and Concrete Overlay, Eric Green
  • Torsion in extruded alum tube sections, Alexander Sasha Itsekson
  • Gage Metal HSS, Michael Hemstad
  • RE: NEHRP 2000 (FEMA 368) Maps 1 - 24 ..., Scott, William N.
  • Berloy Joists, John S
  • Gallery Walls, Mark Hickey
  • Using aisc_search.dll in Visual Basic for Applications, Adair, Joel
  • Column Canopy R value, Samir Ghosn
  • Re: Columns exposed to lateral loads, Rick . Drake
  • OCBF Connections, Dan Hernandez
  • Wind Question, Sarkar, Surjit
  • Structuralist.Net, Dennis Wish
  • Use of seal, stamp or title by unregistered person, desi j kiss
  • STEEL DESIGN REFERENCE, Juan José Treff De la Mora
  • New concrete SOG on existing SOG, Bill Marczewski
  • Crane impact factors in AISC / Building Codes / ASCE 7/ CMAA, Bruce Holcomb
  • AWWA Class values, Pat Symons
  • SEA logo, Al Meyer
  • Structural Properties of Teak?, Caldwell, Stan
  • vacuum dewatering, Marten Eddy
  • OCBF, Dan Hernandez
  • Light Guage Steel Design, Bob Fouladi
  • steel book, warehouse slab, Andrew Kester
  • Seismic using 2000 IBC / 1997 AISC Seismic Provisions, Bruce Holcomb
  • OMRF, Seth W. Cutler
  • Dog Urine vs. Concrete Wall, Daryl Richardson
  • Collector Element - UBC 97 1633.2.6, YI
  • warehouse slab/ CA stamp, Andrew Kester
  • rust in reinforcement, Puebla Raul
  • stamped concrete driveway, Andrew Kester
  • CONNECTION DESIGN, Juan José Treff De la Mora
  • Thermal Factor, Fernando S Fonseca
  • Re: Crane impact factors in AISC / Building Codes / ASCE 7/ CMA, Christopher Wright
  • Re: CA stamp/wet stamp/dry stamp/state's, Roger Turk
  • Shear Tab Connections, Kestner, James W.
  • need help on a project LA area, George Richards P.E.
  • buoyancy in concrete, Gary Hodgson & Associates
  • Differences between UBC 91/UBC 97, milton francisco veloz de la cruz
  • FEMA-273, KRALIK Georg -NUCLEAR
  • wind deflection limits, Gary
  • Residential Partition Dead Load, james adrian adams
  • No digest for May 23-26, Bill Marczewski
  • Water vapor units, GSKWY
  • 2000 IBC seismic questions, Sherman, William
  • e-Conference on "Computer modeling of structures", Structures Online
  • Basic CMU design (was Fireproof partitions), ESuk
  • Earthquake Fault and magnitude, Sonsur
  • RE: seaint Digest for 27 May 2003, Munoz, Pedro
  • Wood Construction Holdowns at Corners, Kestner, James W.
  • Re: Basic CMU design (was Fireproof part, Roger Turk
  • seismic - site classification, brian stanley
  • Wanted - Structural Engineer w/Fall Protection Expertise, John Whitty
  • WWF in slabs on form deck, CHRIS BOWERS
  • Stone Buildings, Barry H. Welliver
  • type of iron of metallic bridges Acrow panel, Puebla Raul
  • Nevada Structural Engineer, Dave Adams
  • square tubing loads, Stephen Koontz
  • wood designers only, David Merrick
  • CONNECTION DESIGN again, Juan José Treff De la Mora
  • Wind uplift on Roof, richard lewis
  • bridge crane system design example, Igor Kharitonoff
  • old rib bolts, Dave Evans
  • RIGID DIAPHRAGM IN WOOD FRAMED CUSTOM RESIDENCES, Pat Clark
  • Re: seaint Digest for 30 May 2003, Mustafa Igdelioglu
  • Property beta-sub-w, Tom Higgins
  • Re: seaint Digest for 31 May 2003, Mustafa Igdelioglu
  • EFFECT OF MASS IRREGULARITIES ON SEISMIC PERFORMANCE OF BUILDINGS, harikrishna damera
  • RE: Wind Loads, raul labbe
  • Column End Plates 3-D Non-Linear Analysis with ANSYS, Muhammad Akhtar
  • Re: seaint Digest for 1 Jun 2003, Mustafa Igdelioglu
  • MACHINERY SUPPORT DESIGN, Juan José Treff De la Mora
  • Corridor loading, Seth W. Cutler
  • AB, jim jensen
  • Re: seaint Digest for 2 Jun 2003, Mustafa Igdelioglu
  • Brick under lintel, Dwain Hendershot
  • Re: Column End Plates 3-D Non-Linear Analysis with ANSYS, Syed A Masroor
  • Steel Casing Pipe Joint Welds, Ken Peoples
  • Condemned p-t building in Miami, GSKWY
  • Tapered Steel Beam, Bill Marczewski
  • welding studs to existing, corroded steel, Glass, Gordon
  • brick lintel clarification, Andrew Kester
  • Temperature Controlled Concrete, Abhay Chauhan
  • augered piles, Michael Hemstad
  • Question regarding combined axial and bending on wall, Gulbrandsen, Peter W
  • Brick support, Dwain Hendershot
  • Column Anchor Bolt Placement, richard lewis
  • Masonry half stresses and strength design, Jake Watson
  • Pipe Properties, AnconAssoc
  • RV: Cracks, Leonardo Zapata
  • grouting requirements for fire resistant CMU, ESuk
  • LRFD 3rd Edition Manual, Alden Manipula, E.I.T.
  • grouting requirements for fire-resistant walls, Robert Freeman
  • concrete shear walls, brian stanley
  • grouting requirements for fire resistant, Roger Turk
  • RE: Tapered Steel Beam Coating, THunt
  • Re: seaint Digest for 5 Jun 2003, Paul Dannenberg
  • Re: Masonry Half Stresses, Kipp . A . Martin
  • fire resistance rating of CMU, Robert Freeman
  • anchor Bolts vs sst16, jim jensen
  • Wood piling falsework, Bill Marczewski
  • Steel HP piles and the IBC, Rick Burch
  • Measure required design dimensions of anchor bolts and foundation, Ibro Vehabovic
  • PCA Slab on Ground Book, GSKWY
  • Corrosion Pictures, GSKWY
  • Swimming Pool Roof Beams--was: Tapered Steel Beam, Michael L. Hemstad
  • Fu = ?, Kestner, James W.
  • Uplift resistance, Seth W. Cutler
  • Washington State SE Exam - Local Test, Bill Marczewski
  • uplift, Andrew Kester
  • Repost...TC Bolts, Kestner, James W.
  • Re: Uplift resistance : edit the following line, Seth W. Cutler
  • Question Regarding initial eccentricity of walls..., Gulbrandsen, Peter W
  • Re: Exterior elements, Jim Sadler
  • Membrane over slab for hard surfaces, Dennis Wish
  • Pyrofill and Fiberboard, Michael Bryson
  • Life Line Reference, CanitzCF
  • RE: Membrane Over Concrete Surfaces, John Rose
  • ANGLE IRON LOAD/DEFLECT QUESTION, Matt Wright
  • uplift/overturning, Andrew Kester
  • Eccentricity in Single plate shear connections., G Vishwanath
  • BOLT TORQUE/TENSION RELATIONSHIP, savksa savksa
  • Footing's section modulus, Roger Turk
  • Eccentricity in Single plate conn - Re: seaint Digest for 14 Jun 2003, EHaninger
  • Footing's section modulus - Errata, Roger Turk
  • RE: seaint Digest for 14 Jun 2003, Igor Kharitonoff
  • Eccentricity in Single plate shear connections, G Vishwanath
  • Gary Hodgson, Lowen, Dave
  • Maximum Aggregate Size, Michael Bryson
  • Drill and tap for A490 bolt, William Pulyer
  • RE: seaint Digest for 16 Jun 2003, Balmer James
  • Australian Bridge Design Code, YI
  • RFP Reinforcing, Charles . F . Canitz
  • BOLT TENSION/TORQUE RELATIONSHIP, savksa savksa
  • Re: Philippines Building (Structural) Code, Jojo Bascug
  • Corrosion damage / Earthquakes, GSKWY
  • pH, GSKWY
  • Concrete Slab Connection, Mark Seifried
  • Matrix Stiffness Method with Spreadsheets, Ed Tornberg
  • Concrete anchorage (ACI 318-99 appendix D), Jake Watson
  • Butler Building circa 1982, YI
  • Lateral Load on Pile Program, richard lewis
  • Distribution Factors, Frieberg, Lee
  • Importing SAP2000 file into STAAD, Chan, David
  • RE: Matrix Stiffness Method with Spreads, Roger Turk
  • Tilt-up In-Plane Shear, ASQENGG2
  • Matrix analysis using spreadsheets., G Vishwanath
  • Moment-Area Spreadsheet, Richard Collins
  • Behaviour of beams,columns under earthquake loading, georgiadou eftichia
  • Behaviour of beams,columns under earthqu, Roger Turk
  • Design of open web beam, Silenio
  • Tack Welds, Caldwell, Stan
  • Oil Drilling Pipe, richard lewis
  • 10/lw factor....why can't we get along?, VerneK
  • User manual for com624, rlewistx
  • Monorail at JFK, GSKWY
  • Southwest Labs, npitera
  • Technical Peer Review Survey, Stuart, Matthew
  • GALA Concrete Analysis Program, Gary Hodgson & Associates
  • Hong Kong Building Codes, ESuk
  • NY State Building Code requirements, Ken Peoples
  • gunite pool, brian stanley
  • N.Y. building code, G. Bunkers
  • Re: Performance specifications, Jnapd
  • staad.pro 02, ALI raisi
  • ICBO Approvals - was why can't we get along, GSKWY
  • Unusual precast wall panels, Steve Privett
  • Rebar tie spacing, Sherman, William
  • RE: ICBO Approvals - was why can't we get al, Sprague, Harold O.
  • RE: Welcome Back Harold, Sprague, Harold O.
  • A real virus, Sprague, Harold O.
  • RE: Concrete anchorage (ACI 318-02 Appendix D), Carter, Charlie
  • RE: ICBO Approvals - was why can't we ge, Roger Turk
  • RE: ICBO Approvals, Sherman, William
  • National Workshop on Innovative Applications of FEM in Highway Structures, Wong, Waider
  • Concrete Reinforcing Choices, Directorengjw
  • Fw: Swimming Pool and Rebar/Anchor Bolt Corrosion in Adjacent Foundation, THunt
  • Frank Lloyd Wright, Kestner, James W.
  • masonry infill in concrete frame, Dave Evans
  • icf walls, Mark Baker
  • bouncy existing floor joists, D.A.
  • MMFX, GSKWY
  • Re: The Wright legacy, Christopher Wright
  • Re: AK coast guard tower, jim jensen
  • stucco to steel siding, D.A.
  • John Lautner, Cratylus Consulting Group
  • RE: Hanging a wood stud wall from a metal deck?, Russ, John P
  • stucco on metal wall cover, D.A.
  • Virus "your details.zip", Daryl Richardson
  • Confined anchor bolts, John Nader
  • Advice on a 230 ft long bldb, G M
  • Technical Reviews, Sherman, William
  • Prescriptive Methods, Kestner, James W.
  • Chicago porch failure, Schwan, Martin K.
  • Engmate- Help Site for Engineers, Support(--nospam--at)engmate
  • insulcrete, Cratylus Consulting Group
  • (no subject), Jnapd
  • CAUTION: ASCE Order Confirmation, Roger Turk
  • RE: Nelson Stud Design Values, Emery Ojala
  • Permits Probed in Chicago Porch Collapse, Rbengrguy

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