SEAINT Mail Archive 2001 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 2432
  • Professor Thomas M. Murray email address?, Jeng-Wei Li
  • RE: Soil Compaction, Pat Symons
  • Re: Ethical Responsibility?, sscholl2
  • Re: moment frame problem, Steven A.
  • RE: Seismic Design Manual, Structuralist
  • Continuing Education, Ethics, & Heartburn, Fountain Conner
  • OT: Another nickle & dime ($1) scam!, Roger Turk
  • canvas awnings tension on dowel supports, Tom Hammond
  • Deck modeling of bridges, José Velásquez
  • quality plan, Anirban Basu
  • RE: Shop Drawing Review, David Williams
  • RE: Joist Girder Connection, David Williams
  • AISC Code of Standard Practice, Scott Melnick
  • Corps of Engineers-Quality Management, Wladimir Bassett
  • Cantilevered Steel Column Additions, Casano, Karen
  • RE: Foundation during Earthquake, Nicholas Blackburn
  • Seismic Design Manual AGAIN, Joseph Harouni
  • Seismic retrofit hangar door, Stevenson Lim
  • StlShape Update, Szuchuan Chang
  • List server archives, Mark Gilligan
  • Need some details for steel structures, José Velásquez
  • QUESTION ABOUT FRP'S, Helen
  • RE: Hoop ties in grade beams, Nicholas Blackburn
  • Allowable Stresses In Wood, awcinfo
  • Concrete Slab on Grade, george simmon
  • More Slab on Grade Questions, Zachary Goswick
  • Daul System Vs. Hybrid System, Joseph Harouni
  • H-1B Catch 22, Rbengrguy
  • post tensioned flat plate parking garage slab ---> UBC 1630.11?, Haan, Scott M.
  • Availability of Steel Sizes in India, Bobby Jenkins
  • Re: post tensioned flat plate parking garage slab ---> UBC 1630.11?, Theodore Zsutty
  • Bending Embedded Reinforcing Steel, Jim Persing
  • Re: length to be used for tension bracing kl/r, M Hariharan/engg
  • Available Steel Sizes in India, Bobby Jenkins
  • x4 APOLOGY, Rbengrguy
  • Re: post tensioned flat plate parking ga, Roger Turk
  • Roarke Coefficents, Gary Harris
  • Alternative to posting documents to the Listservices, Structuralist
  • spiral RC stairs vs Earthquake, ijr
  • Statewide Building Code, Rbengrguy
  • Re: steel beam end distance (lh-1/4") for block shear?, Jake Watson
  • Re: Rebirth of the SE-Practice List, David Finley
  • boat house, David B Merrick
  • Modulus of Subgrade Reaction, Balmer James
  • Vehicular Cable Guardrail System in Steel Buildings, douglas parker
  • Slip Resistance, JCohen
  • Concrete Overlays, GSKWY
  • Structural Engineering Review Workshop in SF Bay area, Byainc
  • RE: post tensioned flat plate parking garage slab ---> UBC 1630. 11?, Haan, Scott M.
  • Need Basic Statics Book, Structuralist
  • Re: Flexural-Torsional Buckling., Rick . Drake
  • SEAOC 2001 Convention, Shafat Qazi
  • TEDDS Templates - Embedded Column Foundation (97 UBC Section 1806.8), Structuralist
  • Safety Engineers, Steven Mallett
  • ASCE 7 Wind Load Provisions, Steven C. Devin, P.E.
  • RE: seaint Digest for 10 Jul 2001, Horning, Dick/CVO
  • Re: Heliport, Jason Emoto
  • Beam Splices, Alden Manipula
  • Disturbing New Trend, Caldwell, Stan
  • Re: 3-D Modeling of structures in a Process Plant, Christopher Wright
  • welding to (e) base plate etc, Swingle, Mark
  • CALTran Loading combination, Samir Ghosn
  • ACI 13.3.6 required for post tensioned flat plate with wall-spand rel beam at corners?, Haan, Scott M.
  • RE: ACI 13.3.6 required for post tensioned flat plate with wall-s pand rel beam at corners?, Michael Bryson
  • GL Truss, David Gorton
  • Re: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinished areas?, Gerard Madden
  • NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfinish ed areas?, Haan, Scott M.
  • Re: ACI 13.3.6 required for post tensioned flat plate with wall-spand rel bea..., GSKWY
  • RE: NDS 3.7.1.4 Le/d<50, code requirement for stud walls in unfi nished areas?, Haan, Scott M.
  • Concrete curing time, Frank Glazewski
  • Hot dip galvanizing, Drew Morris
  • Computer hard drive and file storage server questions., Structuralist
  • spreadsheet for beam and columns reinforcement with FRP, Helen
  • Good Jokes Needed, Eric Chau
  • RE: Chimney Spreadsheet, Sprague, Harold O.
  • Need Statics Book, v . t . eskelsen
  • W21x55 and W21x48 beams, Ken Peoples
  • Re: RBS Cut tolerances, Jason Emoto
  • Excel Question, Gerard Madden
  • Re: Wall anchorage with metal deck diaphragm, Vitor Faustino Pereira - ESTRUTURAL
  • Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut offs ?, Haan, Scott M.
  • Re: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut offs ?, GSKWY
  • m-factors for FEMA 350 BUEP and WFP connections, D2E2
  • Fond Farewell - June Hoda, Dennis Wish
  • Artificial Motion, Mehdi Kermani
  • RE: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut o ffs ?, Nicholas Blackburn
  • Specifying Partial Penetration Groove Weld, richard lewis
  • HSS Manual table 4-7, richard lewis
  • Re: Specifying Partial Penetration Groov, Roger Turk
  • material quality in construction, sateesh kumar gajjala
  • Calculating Material Quality ?, G Vishwanath
  • Wind loads on twin towers, John Holliday
  • RE: Computer hard drive and file storage, Roger Turk
  • Distributed Floor Loads, Mitchell J. Sklar
  • CRANE DESIGN, Juan José Treff De la Mora
  • Re: Post-tensioned Slab Closure Strip @ (-)M Location - Bar Cut o ffs ?, GSKWY
  • tube STEEL MOMENT FRAMES, Francisco Duarte
  • Masonry compliance methods, Paul Feather
  • RE: Ice Skating Rink live load, Glen . Pappas
  • Ice Rinks, E.B.Davison, P.Eng.
  • FL PE results are in, Friis, Donna
  • material quality, sateesh kumar gajjala
  • [no subject], KMoore
  • ACI Detailing Standards, Fountain Conner
  • Locating reinforcing in masonry walls, Foy, Warren
  • Looking for volunteers, valentin shustov
  • Q: Recommendations for Repair Grout for Tilt-Up Walls Adjacent to Earth Fill, Bill Polhemus
  • Sharing Excel Macros, G Vishwanath
  • Re: Piles and Pile Caps in the Air and Water in Seismic Zone 3 & 4, GSKWY
  • comm#870--Distributed Floor Loads, Michael Hemstad
  • Kentucky PE Exam, Foy, Warren
  • TrusJoist Web Site, YI
  • Q: Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, Bill Polhemus
  • "Cantilevered Column" Structures, Kevin Harris
  • FEMA, Gerard Madden
  • Construction Practices( warning), Samir Ghosn
  • FEMA 356 bare steel deck acceptance criteria, Dave Evans
  • Epoxy Coated Rebar, raul labbe
  • Thanks for the Macro., G Vishwanath
  • Anchor Bolts, Chris Towne
  • Re: Q: Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, npitera
  • dodecahedron, carlos estrella
  • Re: ACI 318 - Section 3.5.3.2 - Steel Reinforcement, Syed Basith
  • Measuring moisture content in in-situ concrete, Charley Hamilton
  • Steel Seismic Joint Surface, Paul Feather
  • basis of IBC anchorage to concrete provisions, Dave Evans
  • welding, Scott Melnick
  • Sheet Pile Wall Software, David Finley
  • Anchor Bolts- Some thoughts, G Vishwanath
  • Article on Carbon Fiber Reinforced Polymer In This Month's SE Mag, desi j kiss
  • RE: Kentucky PE Exam - Texas, Haan, Scott M.
  • Epoxy Anchor Bolts- Some more thoughts, CarlS95
  • thank you - polyhedra, carlos estrella
  • RE: seaint Digest for 20 Jul 2001, William Keil
  • re: submerged foundations, Swingle, Mark
  • Macamber System, Zachary Goswick
  • Re: Sheet pile software, Kipp . A . Martin
  • Wind Load on Pipe Rack, Hartzell, Frank
  • built up steel column, D.A.
  • Epoxy Anchor Bolts - more add'l thoughts, Glenn Otto
  • Cold-Formed Steel Design Seminars, LGSEA
  • Tornado Refuge Areas, CanitzCF
  • Structural Engineering Review Workshop in S.F. Bay area, Byainc
  • Bent Plate, Todd Hill
  • Ed Haninger is out of the office., Ed . Haninger
  • Q: Method for "Jacking" or Otherwise Elevating House Structure, Bill Polhemus
  • RE: Method for "Jacking" or Otherwise Elevating House Structure, Armijo, John J (PWCSD 182)
  • Structuralist.Net: Plywood Shearwall Deflection per IBC 2305.3.2 XLS Spreadsheet, Dennis Wish
  • Natural frequency of fresh concrete, Nakhorn P
  • Calcuation of Torsional Acceleration, youngkj
  • Re: Q: Method for "Jacking" or Otherwise, Roger Turk
  • top connections for basement wall, Helen Zhou
  • Hardy Frame, Mark Baker
  • minimum weld size - AISC vs. AWS vs. Blodgett's Design of Welded Structures, Ken Peoples
  • FEMA 350, 351, 352, 353, Russell Berkowitz
  • Cannot unsubscribe from the list, Zeccos Dimitris
  • Snow Drift Loads, Peder Golberg
  • Min. UL Beam Size, Jim Kestner
  • "Smooth" Conical Roof System, Scott C. Bernard, E.I.T.
  • No ICBO - Satisfy plan checker, Gerard Madden
  • HSS truss connections, jpriley485
  • Special 8/16 Mtg w/ ICBO, CBSC, CALBO, Becker, Rick
  • Steel OSHA Notes, richard lewis
  • Sloped decking and non sloped beam flanges, Balmer James
  • RE:"Epoxy?/Chemical? Anchors", Wollmershauser Richard (wr)
  • #126 Truscon O-T Bar Joists, Jamie Heupel
  • RE: "Epoxy?/Chemical? Anchors"-fires, Haan, Scott M.
  • Lock-Up Devices, D.P. Koutsoukos
  • min. steel in cast in place piers, Francisco Duarte
  • Excel special characters, jpriley485
  • Useful Tip - Renew your Inkjet printers, Dennis Wish
  • RE: Excel special characters Now: Special Characters and Custom C ell Formats, Jones, Mark A
  • Mexico earthquake loads, John Holliday
  • RE: Sloped decking and non sloped beam flanges., Bill Marczewski
  • IBC Masonry Provisions, Jake Watson
  • Update to the Pole Foundation Design Spreadsheet on Structuralist.Net, Dennis Wish
  • Blast Resistant Doors, rajamohan
  • MathCad Questions--Metafile, Szuchuan Chang
  • [Fwd: Important: Virus Alert, Please Read], Chris TSE
  • Re: More Slab on Grade Comments, sscholl2
  • Email messages with attached viruses, Dennis Wish
  • Pre-Fabricated Pipe Bridge, YI
  • Steel frame with concrete shear wall, Fariborz Tehrani
  • Job opportunities at the City of San Jose, CA, Yousefi, Ben
  • Cable Software, Brad Friederichs
  • reduction in allowable bending stress of aluminum at welds, Ken Peoples
  • test, Ken Peoples
  • CFS Column with Fixed Base, Michael Hemstad
  • Welding Headed Studs thru Metal Deck, Jim Kestner
  • test yard, Anirban Basu
  • ASTM A625, Dan Goodrich
  • curve steel beam, Francisco Duarte
  • U.S. PE obtaining Ontario PE Registration, Nick Bassar
  • Re: Early BOCA and other codes., sscholl2
  • Wind & Snow Loads in Seoul, South Korea, Anurag Jain
  • AISC Appd. 'B' - Qs, richard lewis
  • [no subject], KMoore
  • Re: Water inside the Steel Pipe column?, R.P. Mehrotra/engg
  • Soils Engineer - Structural Engineer Responsibility, jmochi
  • E, allowable bending and allowable horiz. shear for #2 hem-fir KD 15%, Ken Peoples
  • RE: E, allowable bending and allowable horiz. shear for #2 hem-fi r KD 15%, George Richards, P.E.
  • FW: Bob Fowler, Sid Danandeh
  • Re: La Historia de Ruth, Carlos García
  • HSS Specification, richard lewis
  • Off Topic; Windows 95 & DSL, Fountain Conner
  • doing your own house inspections, Alden Manipula
  • FW: Services for Bob Fowler, Becker, Rick
  • E, allowable bending and horiz. shear for #2 hem-fir, awcinfo
  • [no subject], David Williams
  • TEST 2 Please Delete, Shafat Qazi
  • Test Message Please Delete, Shafat Qazi
  • TEST 3 Please Delete, Shafat Qazi
  • Be(e) Careful !, G Vishwanath
  • House Inspection, G Vishwanath
  • closure strip connection to wall fixed or hinged? [post tensioned flat plate ], Haan, Scott M.
  • test, please delete, TB
  • Timber Pile Specifications, mark francois
  • Another Test Please Delete, Shafat Qazi
  • Engineers Designing their own houses., G Vishwanath
  • Engineer needed with VB Programming experience, Dennis Wish
  • More Tests - Please delete, Shafat Qazi
  • Why am I testing?, Shafat Qazi
  • distress criteria, Chris Lillback
  • Level or Not, Jnapd
  • distressed residence, Chris Lillback
  • RE: Question on Wooden Roof Trusses and "Toothed truss Plates", Dennis Wish
  • AOL Problems, Shafat Qazi
  • Q: Attachment of 2X to CFS, Bill Polhemus
  • Question, TahirQ
  • AREA (fwd), Jaswant N. Arlekar
  • Re: Non related engineering question?, Pat Ebner
  • RE: Engineers Designing their own houses, Roger Turk
  • question on unzip, Roger Turk
  • RE: Attachment of 2X to CFS, George Richards, P.E.
  • Saftey Gates and OSHA Regulations 1910.21, R N
  • Column Base Plates, Jim Kestner
  • RAR Download Location, Roger Turk
  • Question on Wood Roof Trusses and "Toothed truss Plates", AWCINFO
  • Re: closure strip connection to wall fixed or hinged? [post tensioned flat pl..., GSKWY
  • Re: closure strip connection to wall / cantilevered construction, GSKWY
  • off topic - STC rating for metal deck roof system, Ken Peoples
  • ACI Anchor Bolt Placing Tolerances, Russell Berkowitz
  • Vulcraft Monopoly, jmochi
  • OSHA definition of post - 2 anchor rods acceptable, Haan, Scott M.
  • Lateral design of conc. pier, J. K.
  • RE: A15, intermediate grade reinforcing, HAWNENG
  • Structural Collapse of Convention Center in Charlotte NC, James Lane, P.E.
  • Code of Professional Conduct - State of California - Engineers, Matthew Stuart
  • Subject: Re: Lateral design of conc. pier, J.R. Harris & Company
  • Question on Wooden Roof Trusses and "Toothed truss Plates, Steven Mallett
  • New Online Courses for Structural Engineers at www.PDHonline.org, Overton Green
  • Q: Building Expansion Joint, Bill Polhemus
  • Bolting chat in 3 mintes, Charlie Carter
  • Stainless Steel Design Question, Ritter, Mike
  • Aluminum Stairs, CanitzCF
  • re:Subject: Question, J.R. Harris & Company
  • RE: Building Expansion Joint, Michael Bryson
  • Wood Handbook, AWCINFO
  • Find reference., Yusa Krisnanto
  • Hollow-core panel with concentrated load, Sherman, William
  • Double Shots (no chaser), mkrakower
  • Re: (OT) Code Red Activity Report, Roger Turk
  • Off - topic : House versus Home, G Vishwanath
  • Anchor bolt cover, Randy Diviney
  • Stairs, Mitchell J. Sklar
  • Economical Stitch Weld, richard lewis
  • x-brace, Mark Pemberton
  • eccentric hss braces / erection bolts, David Adie
  • Wood - Framing Curved wood diaphragm, Dennis Wish
  • City of San Diego and Proprietary Shearwalls, Dennis Wish
  • Reinforcing Composite Beams (LRFD), Randy Hizon
  • Railing Deflections, Russell Berkowitz
  • Just Like Magic, Caldwell, Stan
  • EUROPEAN SECTIONS, Juan José Treff De la Mora
  • STEEL PROPERTIES, Juan José Treff De la Mora
  • 1997 UBC 2308 [shrinkage-creep multi-story stud wall check] equiv alent in 2000 IBC?, Haan, Scott M.
  • Professional Fees for engineering services, mark francois
  • Question regarding Shanghai, Marten Eddy
  • Risa-3D Version 4.5, Dennis Wish
  • Mezzanine Loading Signs, Zachary Goswick
  • Q: Joist Bearing Seat Info, Bill Polhemus
  • Fw: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OF US$23,600,000.00, richard lewis
  • Corbel Pin design, Ken Peoples
  • pin material, Ken Peoples
  • Re: Fw: REQUEST FOR URGENT CONFIDENTIAL RELATIONSHIPE: TRANSFER OF US$23,600,000.00, Gerard Madden
  • 4 WELDED PLATE SECTIONS, Juan José Treff De la Mora
  • OSHPD Seismic Anchorage, Gerard Madden
  • cantilever wood deck, Steve Privett
  • Fw: REQUEST FOR URGENT CONFIDENTIAL RELA, Roger Turk
  • anchor bolt design, GEETESH N. GHANEKAR
  • Bridge Deck Connections, h . d . richardson
  • Q: Wind Load Transmitted Indirectly to "Component", Bill Polhemus
  • BOOK RECOMMENDATION, Juan José Treff De la Mora
  • wind exposure, PFFEI
  • UBC Wind load on open-frame tower??, Pat Ebner
  • Truscon Steel?, hffa
  • BOOK RECOMMMENDATION, alfonss
  • Weight of AR400 Steel Plate, Howard, Tripp
  • AISC vs. AISI, Oshin Tosounian
  • Anchoring roof diaphargm to concrete wall, J. K.
  • MORE RECOMMENDATIONS..., Juan José Treff De la Mora
  • Re: Anchoring roof diaphragm to concrete wall, Paul Feather
  • Classroom Text - Thanks to all, Dennis Wish
  • eFunda, Alden Manipula
  • excel custom formats, David Adie
  • Old 4x12 Sizes, Chris Roper
  • More Recommendations (Steel Textbooks), Michael Hemstad
  • RE: Ancient 4x12 Sizes, Haan, Scott M.
  • 1970, Caldwell, Stan
  • Residential Design, Shear Walls Placement on Drawings, Szuchuan Chang
  • Vectorisatoin Tool, Raster to Vector (CAD) Tool, Szuchuan Chang
  • Re: Vectorisatoin Tool, Raster to Vector, Roger Turk
  • RE: Shear Walls on drawings., Bill Marczewski
  • HP Plotting Question, Keith De Lapp
  • RE: 1970 - get a grip, David Adie
  • aisc and steel design, Scott Melnick
  • Minimum Fillet Weld Size, Balmer James
  • Re: FEMA-350 Table 3-5, Gerard Madden
  • [no subject], Ken E. Paquette
  • RE:, Yousefi, Ben
  • RE: Avoid mail viruses and worms!!, David Williams
  • Re: shear tab connections in seismic zone, Jason Emoto
  • masonry veneer for residential use, Max Porter
  • Re: 1970 - Now 1976, richard lewis
  • Soil stiffness, Christopher Wright
  • Rigid Insulation, Alden Manipula
  • Gable End Wood Roof Trusses, Jim Kestner
  • RE: Soil stiffness, Sherman, William
  • RE: DEFINE STRUCTURAL ENGINEERING, Cain, William
  • Rocking Capacity Of Walls, Michael Bryson
  • Isolate stainless steel A.B.s from Aluminum, Tom Hammond
  • Ron La Plante is out of the office., rlaplant
  • Load Combination as per UBC97, Structure Department
  • RE: Windows, Roger Turk
  • LRFD, Seismic Provisions, and CA DSA, Paul Feather
  • masonry veneer design for seismic, Max Porter
  • slip critical connection, Chies, Bill NAB02
  • RE: Activity Day WAS:Rocking Capacity Of Walls, Jones, Mark A
  • Active, At-Rest, Passive Soil Pressure, Roger Turk
  • Need volumtear for testing 3D plotting program for SAP2000, Jeng-Wei Li
  • Fw: Need volunteer for testing 3D plotting program for SAP2000, Jeng-Wei Li
  • Re: Fw: Need volunteer for testing 3D plotting program for SAP2000, Gerard Madden
  • Active, at rest,passive soil pressuie, E.B.Davison, P.Eng.
  • complicated simple connection, Michael Hemstad
  • Height Amplification of Lateral Force on Components, lateral
  • RE: UBC Table 16A-O, Mark Pemberton
  • LNG tank seismic force, Yılmaz YUVA
  • Hinge Bushing Details, TMadlem
  • Re: German Anyone ??, Tom . Hunt
  • Test Message Only, mkrakower
  • Re: soil pressures, Christopher Wright
  • Insulated slab-on-ground design, Tom Higgins
  • Re:Insulated Slab-On-Grade and At-Rest Earth Pressures, TBenson
  • Kahn Structural systems, Scott Maxwell
  • Plywood roof staples, Robert Freeman
  • Reliability/Redundancy Factor and Wind, J. K.
  • Roof plywood staples, Robert Freeman
  • Question regarding Eurocode, hakan bayram
  • Early reinforced concrete, MHughes
  • Early concrete, HBAP
  • Micro=Lams, Steve Privett
  • wood diaphragm blocking, Jesse D. Moore
  • Four Story Wood Framing, Paul Feather
  • FEMA 356, James Lin
  • Timber Truss Loading Combinations, CanitzCF
  • Freezer floor/slab-on-grade wiyh insulatio, syed faiz ahmad
  • Structural Calculations at Cybrary Reference Library, george simmon
  • ASD biaxial bending allowable stress, Charpentier Joe
  • Insulated slab-on-ground design redux, Tom Higgins
  • FW: Link to Website, Brian A. Black
  • Perforated shearwalls using Steel channel opening rim rigid frame, CTFAIA
  • converting from "American" to "Italian", Dave Evans
  • UBC 1808.2.2, Mark Baker
  • 14 story concrete shear wall building retrofit -- 1997 Uniform Co de for the Abatement of Dangerous Buildings' (UCADB) Section 302.14, Haan, Scott M.
  • RE: 14 story concrete shear wall building retrofit -- 1997 Unifor m Co de for the Abatement of Dangerous Buildings' (UCADB) Section 302.14, George Richards, P.E.
  • 14 story concrete shear wall building re, Roger Turk
  • RE: 14 story concrete shear wall buildin, Roger Turk
  • Question regarding FEMA-350 Equation 3-4, Mike Auchter
  • [no subject], tony
  • Metal Studs & Fire Protected Steel, richard lewis
  • Brick Lintel Protection, richard lewis
  • No. 1 and better, Nels Roselund, SE
  • Steel joist of unknown origin, Brad Hughes
  • RE: 14 story concrete shear wall building, Fred M. Turner
  • RE: 14 story concrete shear wall building retrofit -- 1997 Unifor, David B Merrick
  • Steel Deck Problem, Kipp . A . Martin
  • GFRC panel connection, Reza Dashti Asl
  • Anchorage to Concrete for OSHPD jobs, Russell Berkowitz
  • Wood inside concrete, Richard Daoud
  • "Texas Tee" Connection, David Williams
  • Info on pile foundation, Reynold Franklin
  • Does plasma cutting affect Yield Strength ?, G Vishwanath
  • RE: EERI SC Chapter Meeting Notice, Huang, Y. Henry
  • Engineer needed in Lake Arrowhead California, Structuralist
  • Metric Steel Web Site, richard lewis
  • sheet piling contractor in Lake George NY area, Ken Peoples
  • Residential "after built permit", Tom Hammond
  • Re:, vicpeng
  • Internet Question, vicpeng
  • relaxation of prestressing steel, yannis malikentzos
  • 2x Built-up columns., Helen Zhou
  • RE:, Caldwell, Stan
  • StarCalc - alternative to MS Excel, Chad Edward Grinsteiner
  • Lateral Stability, Chris Towne
  • Has anyone heard from Bill Polhemus?, Structuralist
  • Texas sucks!!!! - lime green leisure suits: Originally " Has any one heard from Bill Polhemus?", Haan, Scott M.
  • Increasing Metal Deck Diaphragm Strength, Jim Kestner
  • RE: W32.Badtrans.1331@mm virus coming through list replies, Haan, Scott M.
  • Adobe Acrobat Help, richard lewis
  • Email From Some Called resume(--nospam--at)industrialrecruiting.com, richard lewis
  • Re: Acrobat Help, Nicholas Blackburn
  • Open Web Steel Joist Fabricators, James Kramer
  • Outdoor Advertising - Wall Scapes, Z. Popov
  • Fwd: Code of Professional Conduct - CA PE Board, Structuralist
  • Re: No Subject (AKA draft Code of Professional Practice), Rhkratzse
  • SILICA FUME- MIX PROPORTION, syed faiz ahmad
  • Re StarCalc - alternative to MS Excel, Sandro Catanzaro
  • Is Bill Polhemus Alive and Well???, Structuralist
  • Re: Active, At-Rest, Passive Soil Pressu, Roger Turk
  • Re: SILICA FUME- MIX PROPORTION-REQ, syed faiz ahmad
  • engineering domain, smail raisi
  • Slab on Grade in Cold Climate, GSKWY
  • 2x Built-up columns, awcinfo
  • UBC Load Combinations, richard lewis
  • asking for unsuscribing, HOCINE BENAHMED
  • Cable Problem, W. Gray Hodge
  • WINDOWS error "MSSCAN32(1)...", Mark Geoghegan
  • [no subject], syed faiz ahmad
  • Pile Foundation, Larry Hauer
  • Brick Shelf Angles, Chris Towne
  • Reinforcing existing joists, Alden Manipula, E.I.T.
  • Other lists, Mechanical engineering perharps?, Sandro Catanzaro
  • Re:, vicpeng
  • Re: Delivery Status Notification (Failure), syed faiz ahmad
  • Re: Returned mail: User unknown, syed faiz ahmad
  • Mortar and grout testing for masonry, Sherman, William
  • embrittlement of reinforcing bars when hot-dip galvanized, Nicholas Blackburn
  • Mortar and grout testing, Robert Freeman
  • Re: Internet Problem, vicpeng
  • A few questions for those who design concrete pools., Structuralist
  • circular prestressed tanks, j.n.sigalas
  • Metal Building Foundation Work, David Williams
  • OT - US Mid Am in Fresno California, Jonathan Mallard
  • Re: embrittlement of reinforcing bars wh, Roger Turk
  • AR225 & AR400 Abrasion Resistant Steel Plate, Howard, Tripp
  • hat channels, Mark Pemberton
  • Fresno-bashing, CarlS95
  • (no subject), SE4044
  • Thermite Rebar Splicing, Jones, Mark A.
  • Welcome to California. What a Great State, DAN NOVAK
  • Re: Rich Text Format, syed faiz ahmad
  • Plumbing Thru Shear Wall Foundation, Nels Roselund, SE
  • cmu footings, PFFEI
  • Slab-on-grade in cold climate, syed faiz ahmad
  • IGNORE, Roger Smith
  • cmu wall footings, PFFEI
  • FW: Children cause earthquake in giant jump, dennis pantazis
  • Re: Swimming Pools, Kipp . A . Martin
  • Plywood Dowel Bearing Strength, Todd Hill
  • Slip Critical Surface, Jim Kestner
  • Castelated Beams in California, James Kramer
  • Repair of Dry Rot, Kipp . A . Martin
  • Re: A few questions for those who design, Roger Turk
  • Re: Children ... (AKA disclaimer), Rhkratzse
  • Ad: Upcoming AISC Continuing Education Seminars, Charlie Carter
  • UBC Load Combinations with Lr, Markajohn
  • Recall: E-Mail Disclaimers, Stamper, James H.
  • E-Mail Disclaimers, Stamper, James H.
  • e mail disclaimers, G Vishwanath
  • impact calculation, W. Gray Hodge
  • dry rot, awcinfo
  • precast diaphragm ratio, evan danovich
  • painting and coatings, Scott Melnick
  • HHS Column Splices, jpriley485
  • floor slab concrete, Michael Hemstad
  • Welding Cast Iron to Stainless Steel, rpixley
  • world trade center bombing - turn on the news!, Friis, Donna
  • CANCELATION of SEAOCC Meetings, SEAOCC
  • RE: Firewall Software, Caldwell, Stan
  • Test Message - Please Ignore, M. David Finley, P.E.
  • Full Penetration Weld, M. David Finley, P.E.
  • Trade Center Collapse, Rbengrguy
  • Sealed by another engineer, Sherman, William
  • WTCRe: ss to cast, rpixley
  • life of structure, Thomas Long
  • Competing Codes, Randy Russ
  • Bolting through tubes, Charpentier Joe
  • NCSEA Press Release on World Trade Center Collapse, Caldwell, Stan
  • Values for Ca, Cv, FSRahbar
  • metal building firewall, Jeff Bartoszek
  • Re: NCSEA Press Release on World Trade C, Roger Turk
  • Diaphragm circa 1971, Balmer James
  • Structural Integrity of the WTC, Structuralist
  • Addendum RE: Diaphragm circa 1971, Roger Turk
  • I am sorry about WTC, Cadraftsman !
  • Re : Structural Integrity of the WTC, Rico Harzer
  • WTC, rpixley
  • WTC - A sobering, Structuralist
  • NCSEA Response, Caldwell, Stan
  • WTC Diaster, nmoore
  • URGENT GROUT HELP, Juan José Treff De la Mora
  • Report Terrorist Activity, Caldwell, Stan
  • Fwd: FW: Patriotism a la Canadienne (fwd), rakamaka
  • RE: from John Daley of McClier in Chicago RE your post to SEAINT list server, Matthew Stuart
  • nostradamus, GuldenCanseven
  • RE: Tapered Columns, Michael Bryson
  • WTC- Soil Rebound, Ron Hill
  • SIPs and Stress Skin Panels (SSPs) Contrasted, Frank Woeste
  • Need e-mail address, Structuralist
  • RE: NATIONWIDE CANDLE LIGHT VIGIL, Luis Zapata
  • RE: WTC Disaster, Murphy, Thomas P
  • WTC Collapse, Daniel A. Estabrooks
  • Press Release from SEAoNY, Caldwell, Stan
  • A TRIBUTE TO THE UNITED STATES, Shafat Qazi
  • Compaction tests, Alden Manipula, E.I.T.
  • IMPORTANT NOTICE REGARDING WTC, Structuralist
  • Yahoo! News - Yahoo! News Full Coverage-Engineers Study Catastrophic Collapse of Twin Towers, Yahoo! News
  • MATERIAL PROPERTIES, Juan José Treff De la Mora
  • WTC INFO, TARNO COLEMAN
  • New Discussion Forum for WTC and Pentagon Structural Damage, Structuralist
  • Re: I disagree with this UC Berkeley Professor, rpixley
  • Americans Are Not Alone, h . d . richardson
  • individual protection of built-up king posts in 4-5 story wood st ud building -- IBC 713.2.1, Haan, Scott M.
  • Looks like a sabotage, doesn't it?, valentin shustov
  • Re: Looks like sabotage, doesn't it?, Mlcse
  • WTC comments from Leslie Robertson, Rick Burch
  • Horizontal and Vertical, Bob Ross
  • A MUST MUST MUST MUST MUST MUST MUST READ, Rbengrguy
  • SEAOI's president message, Rbengrguy
  • Fwd: RE: structural plans for WTC, Bob Ross
  • RV: We are with you, raul labbe
  • Fwd: Response to "The Engineer", Rbengrguy
  • Re: seaint Digest for 15 Sep 2001, valentin shustov
  • Numeric Coincidence?, Structuralist
  • RE: Numeric Coincidence? P.S. I agree with Dennis, thanks friend s., Haan, Scott M.
  • WTC-The building, Syed A Masroor
  • The enemy engineer, Bart Kemper
  • Second NCSEA Press Release on WTC, Caldwell, Stan
  • Rebuilding WAS: WTC-The building, Jones, Mark A.
  • Old Light-Gauge Steel Trusses, Peder Golberg
  • flag-pole, Puebla Raul
  • Lateral Loads on Short(rigid) drilled piers, Hartzell, Frank
  • Happy New Year - Rosh Hashanah/Yom Kippur, Structuralist
  • Letter of appology, valentin shustov
  • Milcor Roof Deck, jpriley485
  • laboratory, smail raisi
  • Is it possible that explosives were use?, Structuralist
  • I am Sorry about WTC, T.K. Ong
  • inhuman attack at WTC & Pentagon, Yılmaz YUVA
  • WTC & Mass Media, Ray Pixley
  • Telephone scam, Padmanabhan Rajendran
  • My 'eat pork and die' crack, Christopher Wright
  • doubled plywood sheathing on one side of shear wall to increase c apacity?, Haan, Scott M.
  • Maximum allowable deflection for structural member, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
  • Go-Karts, Brad Hughes
  • CNN Chat Room Interview with Tod Rittenhouse - Weidlinger Associats, Structuralist
  • Status of Three engineering firms with offices in the WTC, Structuralist
  • FW: Engineering faculty member to speak on KNBC, Becker, Rick
  • Natural Frequency, Hartzell, Frank
  • Fw: Money is Waiting for YOU !!!, vicpeng
  • RE: CNN Chat Room Interview with Tod Rittenhouse - Weidlinger Ass ociats, Jones, Mark A.
  • Re: Status of Three engineering firms with offices in the WT, JamesFulton
  • Flagpole calc, Bart Kemper
  • RE: doubled plywood sheathing on one side of shear wall to increa se capacity?, Haan, Scott M.
  • FW: doubled plywood sheathing on one side of shear wall to increa se capacity?, Haan, Scott M.
  • REINFORCED CONCRETE REFERENCE, Juan José Treff De la Mora
  • Italian and German media response to WTC attack, Conrad Guymon
  • FW: Shearwalls: Sandwiched wall panels, Haan, Scott M.
  • RV: Maximum allowable deflection for structural member, =?utf-7?b?K0FNRS1uZ2VsIEcrQVBNLW1leg==?=
  • WTC: Worldwide Expressions of Sympathy, Roger Turk
  • A humbling experience for design professionals, Rbengrguy
  • RE:WTC &MEDIA >FW: [itmr-bulletin] CNN USING 1991 FOOTAGE of cele brating Palestinians to manipulate you, Mohammed Shahebuddin
  • RE::WTC & MEDIA> Israel's involvement in the terrorist attack, Mohammed Shahebuddin
  • New Structuralist.Net Forum - Blast Resistant Structural Design, Structuralist
  • RV: Maximum allowable deflection for str, Roger Turk
  • Interactive Graphic of WTC Collapse, Caldwell, Stan
  • RE: :WTC & MEDIA> Israel's involvement in the terrorist attack, Francois Rambau
  • simple shear connection to column, Chris Towne
  • RE: WTC & Mass Media - response to Christopher Wright, Haan, Scott M.
  • fire resistance of concrete connections, yannis malikentzos
  • IBC 2000 Site Class, Sherman, William
  • W-SHAPE ORDINARY MOMENT FRAME VS. TS ORDINARY MOMENT FRAME, Francisco Duarte
  • Re: WTC Engr office, Martin W. Johnson
  • Flat Slabs, Michael Zaitz
  • Wood Truss Repair Design 2001, Frank Woeste
  • Driven Piles, Larry Hauer
  • Summation of Moments - Static Law of Equilibrium of Coplanar objects, Structuralist
  • Re: About the participation of Greeks in the crusades, syed faiz ahmad
  • Re: Summation of Moments - Static Law of Equilibrium of Coplana, Christopher Wright
  • Pipe Buried at Shallow Depths, Bob Ross
  • V-Groove weld repair for alpha beyond prequalified dimensions, Joyce Fuss
  • Re: Summation of Moments - Static Law of Equilibrium of Coplanar objects, syed faiz ahmad
  • Metal Deck vs. Panelized, Paul Feather
  • Re: Summation of Moments - Static Law of, Roger Turk
  • No more mail's, René Alberto Dávila Pórcel
  • Plywood sandwich panel racking shear - shear modulus for foam pla stic insulation, Haan, Scott M.
  • RE: V-Groove weld repair for alpha beyon, Roger Turk
  • Major construction on the Structuralist.Net coming!!!, Structuralist
  • Explaining Structural Mechanics with simple analogies., G Vishwanath
  • Re: Explaining Structural Mechanics with simple analogies./ RE: WISHWANATH, syed faiz ahmad
  • [no subject], Hector Vergara
  • [no subject], Design&Software- ing. Mauro Corbo
  • [no subject], Rula Katkhuda
  • delisting, Albert Chou
  • WTC Contacts / Cranes, Paul Feather
  • [no subject], Sharad T. Patel
  • RE:, George Richards, P.E.
  • RV: No more mail's, René Alberto Dávila Pórcel
  • New Structuralist.Net Professional Forum Opens, Structuralist
  • Fiber Reinforced Polymer, Mark Pemberton
  • steel piles, Puebla Raul
  • Metal Stud Width, richard lewis
  • WARNING !, GSKWY
  • Wood Seminars and pubs, awcinfo
  • fire protection of steel beams, Pat Clark
  • Fire Rating of Steel Doors, GSKWY
  • Good collection of web links, Christopher Wright
  • Masonry Shear Walls, Jim Kestner
  • Sign drawings before approval?, Joyce Fuss
  • Flag Pole Design, RIDDLE, WILLIAM H
  • timber base - practical advice needed, Ken Peoples
  • Steel fireproofing, Robert Freeman
  • Ninguno, Beatriz Potenza
  • Building Separation, David Carolan
  • wall deflection limitations, Roger Turk
  • Bending Anchor Bolts, John MacLean
  • RE: Segmental Bridge, Sprague, Harold O.
  • Nelson Weld Studs, Armijo, John J (PWCSD 182)
  • [no subject], GEETESH N. GHANEKAR
  • [no subject], Design&Software- ing. Mauro Corbo
  • Hydraulic Jacking, Caldwell, Stan
  • 1997 Wall Anchorage, Paul Feather
  • The Structuralist.Net adds New Polling Features, Structuralist
  • Looking ForAustralian Designers/Detailers..., Nagesh Kumar
  • modelling a building using DRAIN-2DX, sateesh kumar gajjala
  • Math Software, Mitchell J. Sklar
  • Masonry reinforcing, Foy, Warren
  • Double Tee Parking Structure, Dan Goodrich
  • Wood Shearwalls, David Gorton
  • 3x sill plate in wood shear walls, Robert Freeman
  • ASCE 7-98 Seismic Design, Chris Towne
  • Please help me, Triway Metwalworkers
  • ASCE 7-88 vs. 7-93, Michael LeComte
  • torsional amplification factor oddity, Dave Evans
  • RE: hold downs, Gerard Madden
  • Washington State SE III Exam, John MacLean
  • Double - Tee Parking Garages, GSKWY
  • How to ask good questions to a mailing list, Christopher Wright
  • Structural engineering undergraduate looking for ideas, David Mc Swiney
  • re: Looking For Australian Designers/Detailers..., Mark Geoghegan
  • New IRC and shallow foundations on expansive soil, James Lane, P.E.

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