SEAINT Mail Archive 2001 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 2719
  • RE: Can not send messages to seaint via AOL, Structuralist
  • retrofitting of towers, arman s rivera
  • SAP2000 Question, Wael Shabana
  • Re: curve steel beams, sscholl2
  • RE: Concrete forms for Houses, Sprague, Harold O.
  • ATTENTION! Infection discovered by Network Associates Mailbox Sca nner, sharonb
  • Re: Ledger, Samir Ghosn
  • Re: Design of Top Plates, Jason Kilgore
  • German roofing material, Sprague, Harold O.
  • Chords *not* in or tangent to diaphragm plane, Dave Adams
  • Wind and Seismic for Redding CA, Ken Peoples
  • RE: Structural Observation, Becker, Rick
  • Can states repeal building codes?, Structuralist
  • Finite Element Modeling, Matthew Stuart
  • lag screw standard?, Ken Peoples
  • [no subject], dennis pantazis
  • [no subject], Mark Pemberton
  • Re:, Rick . Drake
  • RE:, Lutz, James
  • AISC Structural Shape Properties - ASCII file, Moore, Danny
  • Soil-Structure Interaction, Gunnar Hafsteinn Isleifsson
  • AISC Database in Excel Format, Structuralist
  • monorail selection tables, Ken Peoples
  • construction joint spacing for SOG, David Handy
  • PLEASE READ THIS AND ACT!!!, Peter Wuellner
  • RE: Registration for Structuralist, Structuralist
  • Wide Flange Beam Analysis Spreadsheet Freeware, Structuralist
  • Anchor Bolt Embedment & Uplift Force, Mike Maurigi
  • Happy New Year, Caldwell, Stan
  • RE: Wide Bridges - Longitudinal Joint, Fredericks, Douglas/SAC
  • Productivity Software Library - online, Structuralist
  • angles of friction, Kent LaRose
  • Fwd: Evaluation of Singapore as an Association Hub, Shafat Qazi
  • AASHTO "Standard Specifications for Highway Bridges", Bill Polhemus
  • Copyright Infringement, Structuralist
  • Removal of the AISC Database, Structuralist
  • Copyright Holder AISC Shape Properties, Roger Turk
  • Re: Copyright ... Response to Todd Speck, Swedenuff
  • AISC - Consideration of Listservice Comments, Structuralist
  • FW: Building and Structure Collapses - Principles of Investigation and Reporting, Structuralist
  • snow load, D.A.
  • HP Calculator Programming, Feet and Inch Decimal Conversion, Speck, Todd M
  • Long cracks in top slab, Calvin Chang
  • re/ AISC - Consideration of Listservice Comments, Rick . Drake
  • state-by-state licensure requirements, Charlie Carter
  • Design Wind Speed - Bahamas, W. Gray Hodge
  • Tin Pan Joists, David Handy
  • Reverse Camber (was: RE: Long cracks in, Roger Turk
  • Private discussions, Structuralist
  • Public Service Announcements, Structuralist
  • New Professional Events Bulletin Board, Structuralist
  • Painting on fireproofed steel, Soojin Hur
  • RE: HP Calculator Programming, Feet and, Roger Turk
  • Shape properties: AISC or individual shape producers?, Charlie Carter
  • SOFTWARE SEARCH, Francisco Diego
  • Humor, Daneil Zachary
  • TEST (Please Delete), R. E. Kroll
  • Bridge Design Text Books, Speck, Todd M
  • RE: Reverse Camber (was: RE: Long cracks, Roger Turk
  • Base metal strength reduction -- through-thick stress column flange., Sam Chang
  • Rotate the Major/Minor Axis--FastFrame, Sam Chang
  • Vapor Barriers for Wood, Glyn Boone
  • Rigid Diaph. Analysis, Larry Hauer
  • Galvanized faying surface, BILL PULYER
  • Old pan joist system, John Riley
  • RE: AISC database, Structuralist
  • OSHA application?, Sherman, William
  • Post Tension Deep Beam, Wael Shabana
  • Military Aircraft CAD Files, jwhitty
  • Concrete Compression Tests, Lutz, James
  • ANSI A58.1-1972, Monty Hart
  • Machine foundations -ecc of unbalanced mass, nattamai mohanram
  • Bar Joists, Michael Zaitz
  • Value of Av and Aa - Coffey county, TN, nattamai mohanram
  • RE: HSS vs. TS Properties For Design (WAS: Re: Copyright Infringe ment), Charlie Carter
  • RetainPro printing problem, Ken Peoples
  • Question on wood Roof Trusses, Hyndman, Keith
  • Suggestions for Engineering Database?, Dave Hunt
  • HP Printer, T. Eric Gillham PE
  • Re: HSS vs. TS Properties For Design (WA, Roger Turk
  • Masonry, equivalent solid thickness, sharonb
  • Looking for Gaylord and Gaylord Bins book, Ken Peoples
  • SEAOSC January O.C. Dinner Mtg, David Pomerleau
  • Private Responses, Structuralist
  • Building code for Oakland, CA, Hakim, Ali
  • QUERY: Wind Load Effects For Small Building Set-Back (ASCE 7-98), Bill Polhemus
  • Antenna Mounting Systems, Angie
  • Structural Stud/Joist Designations, Bill Polhemus
  • Online course providers for structural engineers, Overton Green
  • Strength of Non-Compact HSS, Jones, Mark A (Battle Creek)
  • Light Gage Steel Framing: The Obvious Next Question, Bill Polhemus
  • Oversizing Base Plate Holes, James F Fulton
  • Snow drift loads on adjacent sloped roofs, Hyndman, Keith
  • Vapor Transmission and Reinforcing Corrosion, Pat Ebner
  • Thermal stress in a composite construction, Mehdi M. Khabbazan
  • RE: EOR, George Richards, P.E.
  • Design Guidance For Diagonal Embedded Anchors, Canitz, Charles F NAB02
  • Re: 1951 Steel Roof Trusses, Jeff Williams
  • gabion wall design, Ken Peoples
  • Seismic Design Manual, Volume 3, Casano, Karen
  • email site, RGRAYAIA
  • Obtaining Near Source Values, Structuralist
  • Affordable Healthcare Coverage, Structuralist
  • Nigerian Scam, Greg Smith
  • Slab on Grade Floor Joints, John MacLean
  • Seismic Risk, Laurence B. Oeth
  • 1951 Steel Trusses, Eric Ober
  • RE: Snow Load Factors - ASCE vs ACI, Jones, Mark A (Battle Creek)
  • Re: 10% - 50 year motion, Ron O. Hamburger
  • asce - wind, dadie
  • steel bracing, burak sari
  • QUERY: How Would You Model This?, Bill Polhemus
  • Re: ""Is there any option to print the directory structure""??, ery fauzi
  • Post Tensioned Steel Structure (1200' span), Dave M. Martin
  • Multipurpose flooring, H Boge
  • Obtaining Near Source Seismic Factors - UBC 97, Effland, Greg
  • Old steel section properties, Alden Manipula
  • HP Plotter for Sale, Blomberg, Paul
  • Bolt Tightening, Ron Hill
  • Allowable design values for ASTM325 bolts, Hakim, Ali
  • Bearing Strength at Bolt Holes, James F Fulton
  • Re: Seismic Design of Steel Stairs, John MacLean
  • HEAVY MACHINERY FOUNDATION, victor lee
  • Re: '97 UBC Spreadsheet Macro -- ExtractAcadLineCoords, Sam Chang
  • REF: HEAVY MACHINERY FOUNDATION, victor lee
  • Re: STAADIII - BUG IN PROGRAM, hinkle j pinkle
  • REF: HEAVY MACHINERY FOUNDATION, Tom . Hunt
  • AEC-Residential and SE-Practice List Server Problems, Structuralist
  • RE: Out of Office AutoReply: STAADIII - BUG IN PROGRAM, Khosrownia, Ghassem SPK
  • Standard Form of Agreement, Ken Peoples
  • Structural Slab on Grade, Hicklin, Ray
  • Building Research Advisory Board, doug . parker
  • RE: EOR (Hyatt), Dave Adams
  • NOTICE: AEC-RESIDENTIAL, IESUG, SE-PRACTICE, SE-MARKETING, STRUCTX MAILING LISTS, Bill Polhemus
  • use of design software, Tomás Matta
  • Steel BQ on ACAD, namvy
  • QUERY: What Are The Practical Benefits of Joining An "S.E.A.xx."?, Bill Polhemus
  • (Fwd) Footing tool, Peter McCormack
  • QUERY: What Are The Practical Benefits o, Roger Turk
  • International Cement Magazine, Ken Peoples
  • flex. diaph shear distrib. excel spread sht. formulas, David Merrick
  • space frame manufacturers, Dave Evans
  • RE: QUERY: What Are The Practical Benefits of Joining An "S.E.A.x x."?, Caldwell, Stan
  • EQ forces- Retaining Wall, Lakhani, Sid
  • Load Combination- 97UBC, Lakhani, Sid
  • Wood shear wall values still reduced to 0.75 of UBC table values?, Mattesons
  • Lolly Columns, Matthew Stuart
  • RE: Wood shear wall values still reduced to 0.75 of UBC table val ues?, George Richards, P.E.
  • New USGS San Francisco Bay Region Maps, Gil Davis
  • existing soft story, Mark D. Baker
  • Temporary shoring, Armijo, John J (PWCSD 184)
  • Re: Lolly Columns, John MacLean
  • Mezzanines, Fariborz Tehrani
  • Merrick's Spreadsheet Download, Structuralist
  • Pressure grouting, Paul Feather
  • [no subject], rauf akbaba
  • [no subject], rauf akbaba
  • [no subject], rauf akbaba
  • [no subject], rauf akbaba
  • Width/Thickness Ratios, Dan Goodrich
  • Virus Warning, Effland, Greg
  • Virus Warning -- KAK Virus, Roger Turk
  • RE: notional load method of second-order analysis, Charlie Carter
  • kak virus, Alden Manipula
  • Flagpoles, Michael Waggoner
  • RE: STATUS: AEC-RESIDENTIAL, SE-PRACTICE, SE-MARKETING, IESUG, ST RUCTX MAILING LISTS, George Richards, P.E.
  • Earthquake, Alden Manipula
  • Virus Warning Again - Re:Earthquake from ajit_gijare, Effland, Greg
  • EOR(Kansas City Hyatt Walkway Failure), Frank Hartzell
  • Fw: PROBLEM ON USING CORRECT Rw FACTORS, GAMA Factory
  • Earth Quake in Pakistan: More than 30 die, S. A. Masroor
  • VBS_KAKWORM.A-M information from Trend Micro, Efren Allan Yango
  • earthquake in india(gujrat state), ajit_gijare
  • Advertisement: AISC's North American Steel Construction Conferenc e, Charlie Carter
  • RE: EOR (Kansas city Hyatt Walkkway), Mark Gilligan
  • Re: Funding for NPR/PBS/NEA (Off Topic - Sorry), Christopher Wright
  • Enough of the viruses, Dimitris P. Zeccos
  • Job posting...., Ned Waltz
  • Fw: [SITREPS:3081] India: Earthquake - OCHA-04: 28-Jan-01, JCohen
  • [no subject], JULIO LOPEZ DE MESA
  • Virus Question, James F Fulton
  • Plywood & Mtl. Studs, ASLCSE
  • [no subject], Elaine Keane
  • Concrete Cover, Randy Diviney
  • Mathcad question, Pat Bachman
  • Stainless Steel, Gerard Madden
  • Re: Yesterday's Comments, Gerard Madden
  • Re: seaint Digest for 28 Jan 2001, Paul Ransom
  • Avoid Viruses by subscribing in Digest format, Mattesons
  • Irresponsible designers, Structuralist
  • Puddle Welds, Michael Zaitz
  • Anchor Bolt Specs, Nacionales Alex
  • Virus in Digest Form, Steven Mallett
  • Retaining Wall Collapse - Nogales, Sonor, Roger Turk
  • FAQ on earthquake resistant construction - your technical comments invited, bhagavan
  • RE: FAQ on earthquake resistant construction - your technical com ments invited, Jones, Mark A (Battle Creek)
  • stone floor deflection criteria, Ken Peoples
  • Standard Specifications, Robert Rollo
  • Slab Foundation Possible?, Robert Valorio
  • Post Tension (SAP Question), Wael Shabana
  • ASD Design of Threaded Fasteners, Chris Towne
  • strong axis bending of a bar, Ken Peoples
  • FW: Knees needed! Gujarat update, Brad Friederichs
  • Moment of Inertia using Autocad, Gerard Madden
  • Re: Tension Only Braced Frames, Gerard Madden
  • Postings that Require an Internet Connection, Nels Roselund
  • Internet Garbage, Gerard Madden
  • "Sloshing Effects", Frank Griffin
  • unintentional kak virus ; notional loads and second order analysis, rauf akbaba
  • Unfinished Business, jwhitty
  • Re: Post Tensioning (SAP Question), Kipp . A . Martin
  • Sloshing Effects per IBC 2000, Steve Meier
  • soft story, Mark D. Baker
  • Texican code, Mark D. Baker
  • Conferences, Abe Knapp
  • [no subject], ajit_gijare
  • [no subject], ajit_gijare
  • Off Topic - Free Resources, Caldwell, Stan
  • Cofar metal deck, Zachary Goswick
  • Seminar on Structural Provisions of IBC 2000, Shafat Qazi
  • Virus inDIGESTion, Paul Ransom
  • Today's comment, Paul Ransom
  • For the last 30 years, S. A. Masroor
  • [no subject], C.S.,Yoo
  • Existing Soft Story Frame Buildings, Richard L. Hess
  • Steel gusset plate design, Sherman, William
  • Cofar, Hartzell, Frank
  • STIFFENER HELP, Juan José Treff De la Mora
  • dilatacion joints, raul marino puebla mosquera
  • expansion joints, raul marino puebla mosquera
  • Fasteners in Fire Resistant Treated Wood (FRTW), Jeff Creagan
  • expansion joints in steel pipes, raul marino puebla mosquera
  • REVIEW OF SEISMIC SOUNDNESS OF EXISTING BLDGS., harihar singh
  • [no subject], Daniela Redlich
  • Three-way Reinforced Concrete Floor System, JOG
  • Three-way Reinforced Concrete Floor Syst, Roger Turk
  • Software Problems - A common problem, Structuralist
  • No special inspection of CMU walls, Julian Chu
  • ROBOT 97, AGHBAL YOUNESSE
  • Drift per 1997 UBC, Gerard Madden
  • DTI Bolted Connection Failures, Michael D. Gregory
  • Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Nels Roselund
  • Re: Improving Shear Capacity of Existing Plywood Sheathed Shear Walls, Gerard Madden
  • Loose Bolts with DTI Washers, Michael D. Gregory
  • Aas vs. William Lyon's Co - California Supreme Court 12-4-2000, Structuralist
  • [no subject], MIHAELA STAICU
  • postgraduate, Vincentius Untoro Kurniawan
  • Professional Collaboration Forum, Structuralist
  • Need Structural Drafting support in Riverside California, Structuralist
  • Frame Stability and determination of K Factors, Structuralist
  • RE: EQ in El Salvador, Glen . Pappas
  • OT - Juno News Article, Roger Turk
  • Looking for a scholarship !!!!, José Velásquez
  • Min. Steel in Concrete Column, Lao, Larry
  • [no subject], Enny Chen
  • Re: Juno News Article, KRALIK Georg -NUCLEAR
  • Re: Min. Steel in columns, S. A. Masroor
  • Transitions at welded splices, BILL PULYER
  • Peer Review per UBC....when?, Khosrownia, Ghassem SPK
  • Perform A Chain Drag Study?, Hyndman, Keith
  • Drift limitation, Martin W. Johnson
  • Looking for metal building mfgr in Northern California, Khosrownia, Ghassem SPK
  • RE:waffles, Matt Jordan
  • shear friction, Mark Pemberton
  • I want to leave the list, please, Milton Veloz
  • Complexity of Code, Peter Higgins
  • Shape Factors and AISC ASD, Stanley_P_Johnson
  • Re: COMMENTS REQUESTED: MIN. Requirements to "Certify" An Existing Building S..., EphHirsch
  • Live Chat with Gosh and Dowty, Shafat Qazi
  • Base Isolation Vendor, BSmithemail
  • STAAD.Pro 2001, Santanu Das
  • RE. Min. Steel in Concrete Column, ARW
  • Metal stairs & story drift, Joseph Ward
  • Suspended Speaker, Alfonso S Quilala
  • seismology committee, Martin W. Johnson
  • Connection Pins in Old Steel Truss Bridges, Steven Mallett
  • Bundled Reinforcing, David Finley
  • Apology to Ed Wilson, Mike Valley
  • The real Santanu Das..., Santanu Das
  • Frank Lloyd House Gets Seismic Upgrade, EphHirsch
  • FEMA 350 and SMRF's, Pat Clark
  • Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
  • More Drift Talk, croper
  • FEMA-273 & ATC-40, Sunil Gupta
  • STAAD and SAP2000, Stanley_P_Johnson
  • RE: Need Specialist in Adobe Retrofit to help with Mike Krakower' s Clients, George Richards, P.E.
  • shape factors and ASD, Stanley_P_Johnson
  • ANNOUNCEMENT: IESUG Email List Is Back Online!, Bill Polhemus
  • ANNOUNCEMENT: AEC-RESIDENTIAL is back online, Bill Polhemus
  • Precast box culvert/tunnel - watertight seal?, Paul Pilarski
  • HSS Producers/Fabricators in Detroit Metro Area, Zatloukal, Brian J.
  • Rho, Rho, Rho your code:o), Structuralist
  • general bolt questions, Mark Pemberton
  • SEAOC Seismology Committee Reply, Shafat Qazi
  • Re: Need Specialist in Adobe Retrofit to help with Mike Krakower's Clients, Structuralist
  • Structural Engineering Master, José Velásquez
  • [no subject], CanStruct Engineering Group
  • AEC-Residential Listservice is back online, Structuralist
  • Rho, Stanley_P_Johnson
  • Any California D.S.A. engineers out there?, Dave Adams
  • Lift Lug, Padmanabhan Rajendran
  • Northern CA Re-Model, Joshua . Plummer
  • Preplaced Aggregate for Thin Slabs, Fredericks, Douglas/SAC
  • Properties of natural rubber, amartine
  • Good Search Tool, Greg Smith
  • RE: Seismic Design Manual - Vol. 2., Sam Chang
  • Health Update, Michael Krakower
  • Earthquake Near L.A.?, Bill Polhemus
  • [no subject], Milton Veloz
  • Google, Lao, Larry
  • New Virus Alert Annakourinkova.jpg.vbs, Khashayar Hemmatyar
  • FW:Simple method for preventing the AnnaK virus from affecting your machine, Structuralist
  • trench shoring, Mark D. Baker
  • Foundation on clay, Gary Gill
  • IBC 2000 Seminars, Michael Zaitz
  • Glass Hand Rail, Joseph Ward
  • [no subject], JOG
  • Re:, Christopher Wright
  • RE:, Matt Melcher
  • Slotted HSS/ Gusset Plate Connection (Help!), RainCat1
  • Live Chat with Ghosh and Dowty, Shafat Qazi
  • Personal, Bill Polhemus
  • Descon software - steel connection design, GBohm
  • "Structural Engineer" magazine?, Hyndman, Keith
  • RE: Frank Lloyd Wright's Falling Water, dmorrow
  • REACH, Aaron Burkhardt
  • Re:, James Lane, P.E.
  • RE: rigid frame design resource, Charlie Carter
  • GOOD CODE BOOK?, TahirQ
  • HSS downspout, Mark Pemberton
  • Stud bolts, Mark Pemberton
  • Risk Management Toolkit - California Seismic Safety Commission, FEMCCLURE
  • wood diaphragm revolt., Kenneth Tarlow
  • Retaining Wall Analysis/Design Applet - revised one, Suresh Acharya
  • SSTC relocates office, Bob Shaw
  • SSTC fax number, Bob Shaw
  • Fiber reinforced concrete fill, Sherman, William
  • Beetle Overboard!, Caldwell, Stan
  • AISC Advisory: Changes to T, k and k1 Dimensions for W-Shapes, Charlie Carter
  • Slip-on Lock Nuts, David Finley
  • grouting cells, Alden Manipula
  • wind on shade fabric, Ed . Haninger
  • Detailing Dimensions - SJI "K" Joists, Bill Polhemus
  • Vertical Deflection Solution, Overton Green
  • shear transfer in precast structures, onur dal
  • Anchor bolts allowable stresses, Javier Encinas
  • in reply to<A1DE9E146C43D2118F8100A0C9D7DD861CEBA3@NTSERVER>, prakash chowdhury
  • DONT SEND ANY MESSAGE, pbalu
  • ASCE 7-98 Question..., Robert Valorio
  • SEAINT Advertising Opportunties, SEAOSC
  • ASTM A500 Gr B, Nicholas Blackburn
  • RE: slip on lock nut, Matt Jordan
  • A440 Steel, Matt Melcher
  • Question for Engineers in Florida, David Finley
  • FW: Railroad clearance, Gary Gill
  • Shear in RC Retaining Walls, Richard Daoud
  • fatigue category, Dave Evans
  • SALARY SURVEY, Juan José Treff De la Mora
  • Ceiling Joists to Wall Stud Connections through Drywall, Drew A. Norman, SE
  • Post-Tensioned CMU, Mark Webster
  • [no subject], M. Moayyedian
  • where rotation is provided for..., Paul_Reilly
  • e-mail, McHugh Consulting
  • Ceiling Movement, Jim Kestner
  • DIFFERENCE?, Juan José Treff De la Mora
  • Accoustical Deck, Jim Kestner
  • Live Chat this Friday with Dowty and Ghosh, Shafat Qazi
  • Canvas Awnings and Flat Signs on URM commercial buildings., SMEZSEZ
  • CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Monty Hart
  • RE: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and She arwalls, Yousefi, Ben
  • Firewall:(was)CMU Wall Supported by Plyw, Roger Turk
  • lrfd misprint?, dadie
  • RE: Firewall, Matthew Stuart
  • RE: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and She arwalls, Paul Crocker
  • Re: CMU Wall Supported by Plywood Sheathed Roof Diaphragm and Shearwalls, Gerard Madden
  • Bread crumbs..., Paul_Reilly
  • Alternate load combinations, Dan Goodrich
  • Welding across the flange?, jwhitty
  • Acoustic deck, David Handy
  • RE: Firewall:(was)CMU Wall Supported by, Roger Turk
  • Firewalls (New), Paul_Reilly
  • Double Seal, Ron Hill
  • Live Chat today at 11:00 AM PST, Shafat Qazi
  • Transcript of Feb 23 2000 Chat, Shafat Qazi
  • Plywood diaphragms, CDaniels
  • Design of steel canopies, JRHarris
  • K FACTORS, Juan José Treff De la Mora
  • RCSC A325 bolt spec, Sherman, William
  • AISC Code of Standard Practice 2000, Jason Emoto
  • [no subject], GEORGE SIMMON
  • RE: Mat Slab Control Joints, Nicholas Blackburn
  • Concrete Problem, T. Eric Gillham PE
  • Tranverse stiffeners at MC, BILL PULYER
  • More RCSC questions, Sherman, William
  • Effective Width, Wael Shabana
  • Live Chat with Seismology Chair Douglas C. Hohbach, Shafat Qazi
  • Factor of Safety for Cantelevered Pile Retaining Walls, SDGSE
  • FW: acoustical steel deck over swimming pool, dcarroll
  • Limits for concrete construction joints, Sherman, William
  • electrical reaction between steel and aluminum, Drew A. Norman, SE
  • Shortening existing concrete joist, Roland Bokma
  • RE: K FACTORS - Humor, Jones, Mark A (Battle Creek)
  • Combination 'A' Glulam Beams, Gina Gobo
  • Erection of Double-framed beam Connection to Columns, Soojin Hur
  • Ca factor in the 1997 UBC, Harper, Mark
  • FW: acoustical steel deck over swimming, Roger Turk
  • Plywood Diaphragm Deflections, CDaniels
  • Bridge Live Load Distribution, Kipp . A . Martin
  • canopy holding down bolts, MIR MAHBOOB HUSSAIN
  • IBC in California, Tom VanDorpe
  • Anchor rods -- ASTM F 1554, Adair, Joel
  • RE: SAC question, Charlie Carter
  • ASCE 7-93 Wind Design, richard lewis
  • SEAOSC Mar. 7 Dinner Program, SEAOSC
  • Fw: Film for glass windows, gbuydens
  • Pre-engineered Metal Building, Chris Towne
  • ASD vs. LRFD, Matthew Stuart
  • Large anchor bolt tightening spec.s, Paul Pilarski
  • Massachusetts Building Code, Curt LaCount
  • Wood Frame Shrinkage - LSL, Emery Ojala
  • 6.2+ earthquake in Seattle, Williston L. Warren, IV - S.E.
  • Re: Seattle Earthquake, TARNO COLEMAN
  • Seattle Earthquake Update, Henry Gallart
  • Seattle Earthquake - He really said that?!, Krumm, Colleen D POA02
  • cast iron plumbing spiders in concrete slabs, dennis pantazis
  • [no subject], Tom VanDorpe
  • Foundation Program: STADD vs. SAFE, Lao, Larry
  • Foundation, Boh Jaw Woei
  • RE: East Coast IBC Adoption (was ASCE 7-93), Albert Meyer
  • Seattle Earthquake Intensity Maps, Shafat Qazi
  • SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
  • New virus alert, Mark Baker
  • RE: New virus alert - HOAX, Andrew Mole
  • RE: New virus alert "My baby pic", Teresa Dellies
  • Factor of safety for cantilver Pile Retaining Walls, PFFEI
  • RE: Seattle Earthquake Interviews, Roger Turk
  • Re:Factor of safety for cantilever Pile Retaining Walls, TBenson
  • Re:RE: RE: Factor of safety for cantilever Pile Retaining Wa, TBenson
  • Architect vs. Engineer, Jamie Heupel
  • Seattle Earthquake - Steel Structures, Rick . Drake
  • Unblocked Diaphragm Deflections, Mattesons
  • Horizontal vessels-Friction forces, Padmanabhan Rajendran
  • Foundation wall shear., Mark Miller
  • Fwd: 7NCEE msg for SEAOC list serv, FEMCCLURE
  • Existing Bridge--Steel girders cast directly into concrete piers and abutments, Mattesons
  • Fw: Coped beams, John Sieszycki
  • "Blown Away", Bill Polhemus
  • Av Aa for Huntsille, Alabama, nattamai mohanram
  • RE: Observation on Earthquakes, Architects, and Engineers, Lutz, James
  • Cable-stayed bridges, José Velásquez
  • Deflagration, John Riley
  • Existing Bridge--Steel girders cast directly into concrete piers, Mattesons
  • Lateral bracing of steel trusses, Simon Solorio
  • Historic lumber grade, Tsuyoshi Ty Bunden
  • Energy, Rlfong
  • Re: buried steel pipes, Edward Arrington
  • Drilled pier foundation, Padmanabhan Rajendran
  • E-MAIL SEARCH, Juan José Treff De la Mora
  • Horizontal Shear in Glue-Lams, Joseph R. Grill, PE
  • Apologies from Ron for spamming the list, Rlfong
  • Antenna Dish, T. Eric Gillham PE
  • Base Plates, Nacionales Alex
  • Wind Loads-UBC vs. ASCE, Padmanabhan Rajendran
  • RE: Cable stayed bridges, Murphy, Thomas P
  • Tension values for Nelson Studs, Jones, Mark A (Battle Creek)
  • Re: Blown away, JRHarris
  • [Fwd: Virus Alert "NakedWife" virus.], Efren Allan Yango
  • Upcoming Engineering Events, Becker, Rick
  • drywall type shearwalls- l, dcarroll
  • More Free Internet Home Security, Caldwell, Stan
  • RE: handrail vert. spacing, Sherman, William
  • RE: ETABS Error, Showerman & Stone Engineering
  • Open Web Joists/Structural Steel Shapes Lead Times, Canitz, Charles F NAB02
  • FRP @ beam-column joints, Mark Pemberton
  • Roof Deck, Mitchell J. Sklar, MBA, P.E.
  • Lubrication for Sliding Connection, John MacLean
  • ibc 2000 adoption, dadie
  • FRP@beam-column joints, miked
  • Exposure Category Constants (ASCE7-93), Chanel1096
  • Courbon's Distribution factors., Arvind Salecha
  • 10 Year Wind Conversion, richard lewis
  • Seoul Factory, Dir: David Carolan
  • schoo l- roof snow 125 psf - top hung joist hangers over two laye rs existing gypsum wall board, Haan, Scott M.
  • test-delete, Norm Brudigam
  • Re: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Pat Clark
  • Conference, Abe Knapp
  • Structural system statistics, Matthew Tonello
  • RE: schoo l- roof snow 125 psf - top hung joist hangers over two layers existing gypsum wall board, Bill Marczewski
  • RE: Rigid Diaphragm, Nicholas Blackburn
  • IBC 2000/ ACI 318-99 - high seismic zone- concrete shearwalls w/ Vu>Acv*sqrt(f'c)- Requirement for horizontal reinforcement termination?, Haan, Scott M.
  • (no subject), GEOHAK
  • Re: question, RGRAYAIA
  • Thanks-for base plates responses, Nacionales Alex
  • Wood Truss Web Bracin Design, Frank Woeste
  • RE: American Know-How, Haan, Scott M.
  • email, Gil Addo
  • Braced Steel Frame System Question, Efren Allan Yango
  • One for the lawyers?, James Lane, P.E.
  • Re: Coefficient of Friction, ±è¿µÈ£
  • connection detail, Kent LaRose
  • PLT of AutoCAD, Joseph Harouni
  • Shear wall horizontal steel engaging end verticals when Vu>Acv*sq rt(f'c). 1997 UBC 1921.6.2.2 vs. IBC - ACI318/R99 Sect. 21.6.2.1, Haan, Scott M.
  • Drift Control, raul labbe
  • NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, COEngineer
  • Re: Limits of Concrete Construction Joints, Nicholas Blackburn
  • FYI: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
  • RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
  • RE: NEW ACI 355.2- BIG CHANGES LIKELY FOR POST INSTALLED ANCHORS, Mark Gilligan
  • Scour, Randy Russ
  • RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Mark Gilligan
  • need help, Daniel Singgih Rusdy
  • BR beams, David Handy
  • FW: [AEC-Residential] Beach House Foundation, Gary Gill
  • RE: 2000 IBC seismic design category D - orthogonal effect requi rement, Haan, Scott M.
  • EXCEL question, Henrik Nazarian
  • software library, NDZ28
  • 2001 CA SE Exam, Gerard Madden
  • RE: EXCEL, Mark Miller
  • FW: Shear wall horizontal steel engaging end verticals when Vu>Ac v*sqrt(f'c), Haan, Scott M.
  • Just for fun - Battlebots, Structuralist
  • Re: NEW ACI 355.2- BIG CHANGES LIKELY FO, Roger Turk
  • RE: How to leave Seaint, Lao, Larry
  • Fw: ACI 355.2 - Proposed Test Criteria for Post-Installed Anchors, Nels Roselund
  • Structural Engineer magazine, Yang, Yi
  • QUERY: Fatigue, Bill Polhemus
  • seismic at retaining wall, Mark Pemberton
  • Re: Division 95 retrofit of concrete tilt-up building, npitera
  • Wind drift requirement, tlee4
  • 1997 UCBC Section A506.3 Development of Anchor Loads into Diaphr agm, Rodriguez, Marlou
  • Fw: ACI 355.2 - Proposed Test Criteria for Post-Installed Anchors, Peter Higgins
  • RE: ACI 355.2 - issue - THE BIGGER QUESTION ON CODE CREATION, Mark Gilligan
  • Rope way for river crossing, harihar singh
  • fwd: Humor [Billing adjustment], Dan Zach
  • Dome Analysis, Nels Roselund
  • 1950 Rebar, Tom . Hunt
  • 97 ubc section 1630.8.2.1, D.A.
  • IMPORTANT - AEC-Residential & SE-Practice Listservices will be down for one to two weeks., Structuralist
  • off-topic HP Design Jet 500 plotter, Ken Peoples
  • California SE Exam, Yang, Yi
  • ACI 355.2, Richard E. Klingner
  • cement dust explosion hazard, Ken Peoples
  • RE: ratio D/t in buried steel pipes, Lutz, James
  • 1997 UBC Earthquake Regulations Seminar, Shafat Qazi
  • Rebar Grades, Pat Bachman
  • Salary Survey Raw Data Access, Shafat Qazi
  • Masonry Floor Systems, Zachary Goswick
  • Re: Filthiest job I ever had, Christopher Wright
  • storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Haan, Scott M.
  • Camber in Glulam, Alfonso S Quilala
  • [no subject], M. Moayyedian
  • 28 February 2001 Nisqually Earthquake - any storage rack damage?, Haan, Scott M.
  • storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
  • RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sprague, Harold O.
  • Top Rebar??, Tom . Hunt
  • New Spreadsheet Productivity Tools, Structuralist
  • Liability Insurance premium, Ed Latthitham
  • FW: ASCE 7-98 Wind Provisions, T. Eric Gillham PE
  • Weld Plates in Concrete, Larry Hauer
  • damaged columns, Steve Kramer
  • ACI procedures for 355.2 test method, DFalcone
  • re/ Top Rebar ??, Rick . Drake
  • RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Sid Danandeh
  • RE: storage racks with partially restrained moment connections, Christopher Wright
  • Florida Coast custom home, Steve Hiner
  • IBC response spectrum analysis: Is accidental torsion required? S ee IBC 1618.8., Haan, Scott M.
  • 28 February 2001 Nisqually Earthquake - any storage rack damage?, Peter Higgins
  • RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
  • RE: storage racks with partially restrained moment connections, Peter Higgins
  • Please watch New Virus "Snow white"!!, Dan Zach
  • Chicago SKYSCRAPER Cladding Problems, Rbengrguy
  • Re: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
  • Fwd: Re: Skyscrapers, Rbengrguy
  • Bridge Navigation Lighting, David Finley
  • storage racks with partially restrained moment connections -, Becker, Rick
  • Just for fun..., Dave Adams
  • Recommendation for engineer in Idyllwild California, Structuralist
  • Fire Resistance Ratings, Heath Mitchell
  • Online Publication for Download "Wood Truss Permanent Web Bracing Design", Structuralist
  • Perforated Shearwall Adjustment Factor reference, David B Merrick
  • [no subject], namvy
  • Shotcrete, Jason Kilgore
  • [no subject], Evan Mizue
  • Metal Deck "18 GA HSB-36 Deck"?, M Lin
  • Re:, Pat Clark
  • Concrete: Shrinkage limit of .048?, Joyce Fuss
  • Re: Wood Screws, Mike Perakis
  • Metal Deck "18 GA HSB-36 Deck" (2), M Lin
  • perforated plywood shear wall equation (improved), David B Merrick
  • perforated shear wall equaiton correction, David B Merrick
  • Can cement dust explode?, Sprague, Harold O.
  • correction for RE: perforated shear wall equation correction, Haan, Scott M.
  • Wage Busting, Rbengrguy
  • Changes to the Structuralist.Net Discussion Topics, Structuralist
  • PowerPoint presentation, John P. Riley
  • Cost Analysis, Jason Kilgore
  • RV: steel fibers reinforced concrete, Maria Laura Godoy
  • RE: steel fibers reinforced concrete, Scott, William N.
  • Wood Joist TJI/15 DF, Melina N Lin
  • California Special Wind Regions, Stanley_P_Johnson
  • concrete foundation recommendation, JGPE1
  • Live Caht with Seismology Chair, Shafat Qazi
  • Concrete: Shrinkage limit of .048?, Stanley_P_Johnson
  • RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Regis King
  • W8 Reinforcement, Michael Zaitz
  • Computer Related, UNDELETE, Joseph Harouni
  • Mathcad Templates for Cold-Form Steel Design - Structuralist.Net, Structuralist
  • question regarding string model by FEM, Mineo Morohashi
  • Engineering Question, TahirQ
  • RE: Power Point presentation, Murphy, Thomas P
  • P.E. vs certified civil engineer, Jelena Bleiziffer
  • ASCE Publication, Canitz, Charles F NAB02
  • structural supporting design for structural supporting design, namvy
  • structural design to escalator and lift, namvy
  • Television program on vibration, Sprague, Harold O.
  • cathodic protection, Ken Peoples
  • Polhemus.cc Listservices are (should be?) Back Online, Structuralist
  • Boris Kraljevic - Avanse Program, Yank2002
  • "Applebox" concrete formwork, Paul_Reilly
  • Post-tensioned Slab on ground, Hadi Tabatabaee
  • Fwd: Jobs, Low wages, lost careers, Rbengrguy
  • seismic design of cut&covers, sigalasi
  • concrete foundation recommendation (repeat), JGPE1
  • Wage Busting, H-1B and other stuff, Rbengrguy
  • Berkeley Panelized Roof System, Roger Turk
  • RE: H-1b and Engineering Societies, David Fisher
  • testing, Alexo Huba
  • Exploited H1b worker, Alexo Huba
  • strengthening statistics/pictures, James Lee Nelson III
  • Concrete Oil Retaining Structures, Mehdi M. Khabbazan
  • structural pounding, Mehdi Kermani
  • Seismic Design: Fresno CA, Lao, Larry
  • Foundation Upgrade, Fariborz Tehrani
  • Practical Design Seminar: Cold-Formed Steel, LGSEA
  • post tension slab on grade, D.A.
  • Friends or Enemy's - a matter of respect, Structuralist
  • QUERY: Protective Coatings for Concrete Structures, Bill Polhemus
  • Off Topic: Good Engineering lasts forever, Mark Swink. CD
  • RE: QUERY: Protective Coatings for Concr, Roger Turk
  • a matter of respect for all, dadie
  • Bowman trusses, Drew Morris
  • RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones, Peter Higgins
  • Seismic/Eruption: A program for the visualization of seismicity a nd volcanic activity, Armijo, John J (PWCSD 184)
  • 12WCEE, Ampuero, Jhon
  • RE: PE Vs certified civil engineer, Sid Danandeh
  • RE: PE Vs certified civil engineer [plan checker license requirem ent], Haan, Scott M.
  • SEAOSC QAC release Inspection Program Sheet, Shafat Qazi
  • Basic's of Retaining Wall - Online, Structuralist
  • GUIDELINE FOR EUROPEAN TECHNICAL APPROVAL OF METAL ANCHORS FOR US E IN CONCRETE (ETAG 001) - CURRENT STATUS, Kummerow
  • Old Metal Building - Tapered Moment Frame, Alden Manipula
  • Old Metal Building - Tapered Moment Fra, Roger Turk
  • Earthquake Damage Photos, Roger Turk
  • RE: SEAOSC QAC release Inspection Progra, Roger Turk
  • FW PE Vs.txt, Sid Danandeh
  • Re: UBC Section 1612.2.1, Exception 2, Jason Emoto
  • Light Gage Metal Stud Walls, Monty Hart
  • Firewalls, Michael Zaitz
  • effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Haan, Scott M.
  • RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Waterman Drinkwater
  • 28 New Mathcad Template Uploads, Structuralist
  • Snow Depth, Matt Melcher
  • Welding on bolts, Boh Jaw Woei
  • Service-Life of Concrete Structure, 김양수
  • effective length factor for sway moment, Roger Turk
  • Wood Shear Walls, Jason Kilgore
  • RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Mark Gilligan
  • RE: seaint Digest for 29 Mar 2001, Matt Jordan
  • Lifting Devices, H Boge
  • ASTM Specification Question, Jonathan Mallard
  • ACI 350 code for public review, Sherman, William
  • Aluminum stair stringers?, Dan Goodrich
  • Parking deck, Brad Smith
  • RE: effective length factor for sway moment frames? K for frame s wit h partially restrained connections?, Haan, Scott M.
  • IBC Code Change Moratorium in 2003, Roger Turk
  • Welding on pressure vessels, Patrick Rodgers
  • StaadPro Editing Question, RainCat1
  • stairs to attic, Noahimport
  • pressure vessels, G. Bunkers
  • iCivilEngineer - highly recommended new website for Civil-Structural Engineers, Structuralist
  • [no subject], Structuralist
  • Steel Col.-Beam Strength Ratio, Joseph R. Grill, PE
  • FEMA-353, Joseph R. Grill, PE


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