SEAINT Mail Archive 2001 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 3775
  • RE: 28 New Mathcad Template Uploads, Scott, William N.
  • RE: FW PE Vs.txt, Structuralist
  • Re: Snow Depth, Randy Vogelgesang
  • Welding on bolts, Boh Jaw Woei
  • Service-Life of Concrete Structure, 김양수
  • Re: Firewalls, Laura Watson
  • RE: effective length factor for sway moment frames? K for frames wit h partially restrained connections?, Charles Espenlaub
  • 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
  • SEAOSC PRACTICAL DESIGN & DETAILING SEMINAR, Bruce, Jack
  • 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
  • e-mail, McHugh Consulting
  • disappointed engineer, Tomás Matta
  • Re: effective length factor for sway moment frames? K for frames with partially restrained connections?, Mehdi M. Khabbazan
  • bridge questions, Mete BAYKIR
  • RE: effective length factor for sway moment frames? K for frames with partially restrained connections?, Effland, Greg
  • RE: effective length factor for sway moment frames? K for frames, Martin W. Johnson
  • Engineering from Home - Protecting Personal Assets, Structeng1
  • Engineering from Home - Protecting Perso, Roger Turk
  • Base Plate anchors after the fact, Joseph R. Grill, PE
  • RE: Old Building Codes, George Richards, P.E.
  • RE: To Bill Polhemus -- Re: disappointed engineer, David Fisher
  • Aase ruling, chuckuc
  • REQUEST: Does Anyone Have A CSI Format DOT File For MS-Word?, Bill Polhemus
  • Crane Column, Argue and Associates
  • Roof Equipment, Larry Hauer
  • RE: Old Building Codes and Great Guitarists, HAWNENG
  • Re: RENAMED: World Famous Guitarists, Jonathan Mallard
  • Reminder - This Friday Chat session, Shafat Qazi
  • ASCE 7-95, CDaniels
  • remove, Churchill Lagrimas
  • Foundation on Expansive Clay, Fountain Conner
  • Purpose?, Jamie Heupel
  • Concrete topping, richard lewis
  • RE: Pounds, Sherman, William
  • pre-engineered plan, D.A.
  • RE: Slug v. lb-mass, Roger Turk
  • Foundation Jacks, richard lewis
  • Question to Mr. Roger Tuck, JOSÉ EDWARD CRISTIANI
  • 9'x5' RCB cost estimate, Henrik Nazarian
  • IBC2000 size of a 16d nail, David B Merrick
  • Career Opportunity in Oakland, CA, Sunil Gupta
  • Re: effective length factor for sway moment frames? K for frames with partially restrained connections?, Mehdi M. Khabbazan
  • allowable hole in wide flanged beam, Pat Clark
  • QUERY: Specification Referencing Outdated ASTM Standards, Bill Polhemus
  • Structuralist.Net Information misplaced, Structuralist
  • RE: Radiant heat systems, Armijo, John J (PWCSD 184)
  • Are we protected?,at home engineer thread, Peieng5590
  • RE: Aas ruling, Roger Turk
  • QUERY: Specification Referencing Outdate, Roger Turk
  • Re: Old Building Codes & Old Structural Musicians, r nester
  • To David Finley, Re: Foundation on Expansive Clay, Fountain Conner
  • Log buildings, Lateral design criteria, Paul_Reilly
  • RE: Building Standards, Aase ruling, sharonb
  • QUERY: SSPC Definitions, Bill Polhemus
  • E and O Professional Liability Insurance, TahirQ
  • Structural Engineering Opportunities in Dallas, Caldwell, Stan
  • Returned Mail Puzzle, Padmanabhan Rajendran
  • Foundation on Expansive Clay -- Recap, Fountain Conner
  • IBC special seismic load combinations for steel design, Haan, Scott M.
  • [Delete please] test only, Dan Zach
  • happy engineer, Tomás Matta
  • [no subject], Tomás Matta
  • RE: Welding on bolts-THanks, Boh Jaw Woei
  • Seated Beam Connections, James Hannah
  • P/C Bldg question, W. Gray Hodge
  • Re: KAK Virus, Roger Turk
  • CMU wall effective length, Mark Pemberton
  • Log Buildings, Paul_Reilly
  • QUERY: Field Quality Assurance for Concrete Coatings, Bill Polhemus
  • Chat today at 11:00 AM PST, Shafat Qazi
  • special seismic load combinations IBC vs AISC, Hadi Tabatabaee
  • Liability Issue, PRMEng
  • Document Control, BILL PULYER
  • Searching the List Archives, Jones, Mark A
  • Exterior Stud Wall Deflection, Steve Hiner
  • chat room, Norm Brudigam
  • Re: Cooper 80, Jonathan Mallard
  • ACI 318-99 (3.6- Admixtures), 김양수
  • Re: COMMENTS REQUESTED: Weird Wood Sheathed "Shear Wall", Christopher Wright
  • Off Topic - Microsoft Win98 2nd Ed and Intellimouse Explorer, T. Eric Gillham PE
  • RE: Preparation of steel designer/detailing manual-THANKS, Boh Jaw Woei
  • Re: AutoVue, Drew Morris
  • Q: OSB vs. Plywood, Bill Polhemus
  • RE: California PE vs SE requirements, Structuralist
  • Interior Domed Ceiling, Canitz, Charles F NAB02
  • RE: Rebar Spike, Roger Davis
  • RE: Washers for A490 Bolts, Charlie Carter
  • UBC Table 16-O, Penthouse Force Factors, Tim Close
  • Current AISC Activities, Scott Melnick
  • re: Prefab Trusses, Stuart Lewis
  • Plyscord, Rodriguez, Marlou
  • Are we slow these days?, Bill Polhemus
  • Guitar, Gerard Madden
  • Hoist Capacity, Chic Gilligan
  • What is the 1076 of Later Edition of the UBC?, Structuralist
  • FRAME Analysis SPREADSHEET, TahirQ
  • Structuralist.Net - Today's Construction Hall of Shame - Interior Braced Panels (prescriptive vs. full compliance), Structuralist
  • Steel corrosion, Jack Creviston
  • Structural Engineer Magazine, RainCat1
  • SE review course, Samir Ghosn
  • Allowable Fv for AISI C1010 pins, Hyndman, Keith
  • To: Bill Polhemus, Re: Steel corrosion, Fountain Conner
  • two way slabs, David Fisher
  • Structural Engineers in the News, Gerard Madden
  • lost engineer report, David B Merrick
  • Adobe acrobat 5.0 STOP!!!, David B Merrick
  • Re: SF-reading engineers, Mark Nowmos
  • two way slabs?, David Fisher
  • FEMA / SAC Documents on Web, Sheckler, Tim
  • rebar corrosion, Prakash C. Chowdhury
  • ductility requirements for rebars, Prakash C. Chowdhury
  • Windows based Joist design/Joist vibration programs, Chic Gilligan
  • White cement specifications, v . t . eskelsen
  • Re: SE review course - Summer 2001?, Peter Higgins
  • Lateral Active Earth Pressure Coefficient, Zachary Goswick
  • Through Bolts, CDaniels
  • Oil-free Compressed Air, Roger Turk
  • Concrete slab topping, richard lewis
  • A490 Bolts and Correct Washers, Chris Curven
  • Investigating Welds, Structuralist
  • 2000 NEHRP, Gerard Madden
  • RE: Gaps between plywood sheathing, George Richards, P.E.
  • Bolt Head Pull Through, Laurence B. Oeth
  • Light Frame Design Forum, Structuralist
  • Lateral Earth Pressure, E.B.Davison, P.Eng.
  • Always Practice Earthquake Safety, Caldwell, Stan
  • Re: NEHRP 2000, Martin W. Johnson
  • White Cement, v . t . eskelsen
  • FWD: In Re: "The ICC and NFPA's Tug Of War", Bill Polhemus
  • Portal Cranes, M. A. Mufti
  • Plywood Overnailing specifications, Structuralist
  • DIFFERENT FACTORS, Francisco Diego
  • Signs of Spring, Bill Polhemus
  • RE: "The ICC and NFPA's Tug Of War", Caldwell, Stan
  • AISC Latest Move, Caldwell, Stan
  • S.E Review course, Samir Ghosn
  • AISC, Charlie Carter
  • Steel Buildings under Earthquake Loading, Yank2002
  • Re: Autocad Vs BOQs, Gerard Madden
  • enercalc / fastframe, dadie
  • DSA & EOR's stamp, James Lin
  • Question on software packages "cadwork" and "RSTAB 5", Scott C. Bernard
  • Here is CAD, CAM, CAE, 3D programm collection, ironPR21k
  • AISC Latest Move - Different View Point, Effland, Greg
  • Plate Thickness Tolerances, Roger Turk
  • Joist Bearing Depth, CanitzCF
  • Continuing Education for PE, Overton Green
  • NEW POSTING - General Notes and Specifications for Concrete Crack repair, Spalling Repair and Coatings and finishes (Word 2000 format), Structuralist
  • Cross-posting the AEC-Residential and SEAINT Listservices, Structuralist
  • RE: AISC II (the facts), Charlie Carter
  • NEW POSTING - General Notes and Specific, Roger Turk
  • Re: AISC?????, Byainc
  • Re: AISC????, Byainc
  • expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school addition, Haan, Scott M.
  • Outlook question...non-engineering, Scott Maxwell
  • To Charlie Carter, Re: AISC, Fountain Conner
  • 1895 Final Exam, Greg Smith
  • Structuralist.Net Design Question Forum, Structuralist
  • Construction Cost, George M Ghaly
  • AISC's Board, Charlie Carter
  • Re: expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school addition, COEngineer
  • Re: expansion anchors [in tension] to anchor cmu walls to metal dec k roof - 75000 SF 2 story school, Jason Emoto
  • Blast damage, Stanley_P_Johnson
  • AISC Copyright Surprise, Caldwell, Stan
  • Earthquake counteracted by friction?, raul labbe
  • Structuralist.Net - New Forum - Design Software - Structural, Structuralist
  • Re: seaint Digest for 22 Apr 2001, William Keil
  • Shot firing to steel and/or concrete, MKnight
  • H-1B Visa info, kevin carroll
  • Design Moment For Semi-Rigid Connections, Hyndman, Keith
  • RE: Design Moment For Semi-Rigid Connections - see AISC Seismic P rovisions for OMF, Haan, Scott M.
  • RE: Whip! and drawing viewing, Jones, Mark A
  • AASHTO HS25 Lane Load, David Finley
  • Clark Steel / Devco AISIWIN Software Question, Structuralist
  • double bolt rows, Mark Pemberton
  • SOFTWARE RECOMMENDATION, Juan José Treff De la Mora
  • Ice Hotel structure, Khashayar Hemmatyar
  • Anchor Bolt Design Aid Tables-Spreadsheets, PRMEng
  • stone panel veneer support, PFFEI
  • Steel Designations, Padmanabhan Rajendran
  • IBC 2000-Sup 2001, ECVAl3
  • SEAoT, Bill Polhemus
  • New Openings in (E) CMU/Concrete Bldg, HariA
  • VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Mike Murphy
  • Re: VCR Alert:"Collapse: Failure by Design" on Discovery Channel, Gerard Madden
  • Pipe support design, Suresh Acharya
  • Moment Frames Constructed of Structural Tubing, Nels Roselund, SE
  • Pay, was: "Collapse...., George Richards, P.E.
  • Re: Volunteers - Public Advocacy, Rbengrguy
  • Re: Engineering compensation, Rbengrguy
  • RE: Design Moment For Semi-Rigid Connections - see AISC Seismic P rovisions for OMF, Peter Higgins
  • Re: seaint Digest for 25 Apr 2001, Kurt Swarts
  • Expansive Soil, Syed A Masroor
  • Shear capacity of screws, CDaniels
  • RE: Design Moment For Semi-Rigid Connections - rules to get a per mit, Haan, Scott M.
  • Re: moment frames of structural tubing, Martin W. Johnson
  • a passing, Williston L. Warren, IV - S.E.
  • TALL Bldg Annual Conference Reminder, Shafat Qazi
  • Compensation (new thread name), Caldwell, Stan
  • Q: Bridge Inspection And Rating - NOT Public Facility, Bill Polhemus
  • Concrete tank's vertical reinforcement, Susan Clinter
  • Advocacy - Voice of the Engineer, Rbengrguy
  • Re: seaint Digest for 26 Apr 2001, Kurt Swarts
  • Prof. Egor Popov, MKnight
  • bridge inspection, jbartoszek
  • advice, Karma Yonten
  • [no subject], Patel, Nick
  • Peru Floor Framing, richard lewis
  • Aluminum Base Plate, Todd Hill
  • Etabs Version 7, Gerard Madden
  • Re: Hardy Frames, sscholl2
  • steel frame with masonry infills, Nacionales Alex
  • Re: seaint Digest for 27 Apr 2001, Kurt Swarts
  • Humor for today, Rbengrguy
  • SE Journal, Karma Yonten
  • Re: OSHPD, HAWNENG
  • 2nd floor addition, GaryD
  • Re: seaint Digest for 28 Apr 2001, Kurt Swarts
  • Re: seaint Digest for 29 Apr 2001, Kurt Swarts
  • Welding old steel, Jack Creviston
  • RE: Message Repeats?, Haan, Scott M.
  • Finding a Structural Engineer, Gina Gobo
  • Re: Concrete Tank Vertical Reinforcing, Susan Clinter
  • Construction Hall of Shame Spotlight: "LUXURY BY DESIGN, QUALITY BY CHANCE", Structuralist
  • reference, Williston L. Warren, IV - S.E.
  • Retrofit existing flat slab, Stevenson Lim
  • Exposed aggregate in tilt panels, RDAHLMANN
  • 1997 AISC seismic - IBC seismic design category D - OBF brace co nnections - column strength, Haan, Scott M.
  • Structuralist.Net Software Users Forum - Announcement, Structuralist
  • Opportunities in Dallas, Caldwell, Stan
  • RE: Seismic Base Shear, Haan, Scott M.
  • Three Hinge Glulam Arch, CDaniels
  • Round HSS or Steel Pipe??, Balmer James
  • Merco Deck???, Keith Fix
  • Structuralist.Net - TEDDS Templates and other productivity tools sought for Software Productivity Tools Forum, Structuralist
  • RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Haan, Scott M.
  • Spruce-Pine-Fir Allowable Stress Values, Bobby Jenkins
  • SAP2000 cables, Enrico Tuzi
  • Inserting AutoCAD details in to a MathCAD worksheet?, Hyndman, Keith
  • RE: CA vs TX -- which shall it be?, Byainc
  • RE: 1997 AISC seismic - IBC seismic design category D - OBF brac e connections - column strength, Haan, Scott M.
  • Plan Checking, Bob Hanson
  • Glass Block Shear Wall, David B Merrick
  • Common roof over adjacent buildings, Fariborz Tehrani
  • Common roof covered over adjacent buildings, Fariborz Tehrani
  • Maintenance features, AGHBAL YOUNESSE
  • SEAINT digest for may 1 and 2, Mark Geoghegan
  • Need Practical Mechanics of Matl's/Structural Analysis Book, Aaron Smith
  • Fixed or pinned support, Nacionales Alex
  • Re: 1997 AISC seismic - IBC seismic design category D - OBF brace connections - column strength, Rick . Drake
  • RE: Need Practical Mechanics of Matl's/S, Roger Turk
  • What's going on with Drift, Gerard Madden
  • Font Problem, Michael Krakower
  • UBC97 Section 1633.2.11, DAVID MURPHY
  • RE: Engineering compensation --> steel moment connections, Effland, Greg
  • COLA Building Code, Mark D. Baker
  • The cost of Reference Materials - a creative idea, Structuralist
  • New home noises - need some advice?, Structuralist
  • Alaska, Caldwell, Stan
  • One and Two Family Dwelling: IBC 1707 "special inspection requir ements for seismic resistance", Haan, Scott M.
  • RE: Alaska - turn Texas into a reservior to solve California's en ergy crisis, Haan, Scott M.
  • One and Two Family Dwelling: IBC 1707 ", Roger Turk
  • An Option to nukes or turning Texas into a reservior..., sharonb
  • Bridge Safety Inpector -- National Society of Professional Engineers, Bill Polhemus
  • Bridge Inspector Certification, Roger Turk
  • Running applications from the Web?, Rick Culean
  • UBC, smail raisi
  • Closer look to Building rigid moment frame Design, namvy
  • "Pre-Engineered" Metal Buildings, T. Eric Gillham PE
  • Anchor bolt allowable stress, Structure Department
  • AISC COL. K FACTOR, Beckham, John
  • Increasing Kl/r, Paul Feather
  • Re: Boston Association of Structural Engineers, Brian Miller
  • Re: Need Practical Mechanics of Matl's/Structural Analysis Book, Tom Higgins
  • new home noises, Martin W. Johnson
  • New LARUCP Policy: Wet Stamped Plans, Becker, Rick
  • Re: RISA-SOFTWARE WEB ADDRESS, Gerard Madden
  • Old Steel Joist Properties, nattamai mohanram
  • Here we go again, Gerard Madden
  • RE: Cost of Doing Business - Very Good Deal, Bill Polhemus
  • ap & Rp of Rooftop AC units, James Lin
  • Test Message, Michael Krakower
  • question: heat endurance of concrete, cahyo sumeru
  • Fw: MAT FOUNDATION DESIGN : ANY HELP?, Thys Cilliers
  • Web's civil/structural engineers associations., Mohammed Shahebuddin
  • Alternatives to Post-Tensioning Construction, Jim Todd
  • residential pier foundation design, Jeff Smith
  • Web4engineers Emailer, Rick Culean
  • RV: Web's civil/structural engineers associations., Juan Constantinidis
  • Virus alert!, Henrik Nazarian
  • Virus updates, sharonb
  • Floor flatness/stair flatness, JCohen
  • Proportional Limit, A36 Plate, Fountain Conner
  • Regarding Building Materials in Various Countries, Reynold Franklin
  • Painting Stainless Steel, David Finley
  • RE: Web's civil/structural engineers associations, Becker, Rick
  • comparing, smail raisi
  • Older Unusual Structural Systems, Matthew Stuart
  • Nelson Stud, YI
  • Acad contour lines, Keith De Lapp
  • Pre-engineered Bldg Foundation, george simmon
  • Nelson Studs, Tom . Hunt
  • Structuralist.Net - Calculations Wanted., Structuralist
  • Question Re CFS Built-Up Beams, Bill Polhemus
  • Fw: INCORRECT UBC METRIC UNITS, Thys Cilliers
  • IBC 2000 Deterministic ground motion, Sherman, William
  • Info Requested: Microstation PowerDraft, Bill Polhemus
  • Visual Basic question, Greg Smith
  • RE: doubts in Pre-engineered metal building design, Effland, Greg
  • Re: doubts in Pre-engineered metal building design, Martin W. Johnson
  • Waterproofing for pools on top of Structures?, l_pack
  • ASCE 7-98, Padmanabhan Rajendran
  • Missing Disks book "Spreadsheets in Structural Design", Sam Chang
  • RE: Info Requested: Microstation PowerDr, Roger Turk
  • Aluminum Welding, Michael Hemstad
  • Introducing the new Structuralist.Net Cybrary, Structuralist
  • HELP!, Chicago Area (Waukegan) Septic Tanks, Fountain Conner
  • Drag Connection?, John P. Riley
  • FIRE IN COMPOSITE BEAM, JOSÉ EDWARD CRISTIANI
  • CARBON FIBER, JOSÉ EDWARD CRISTIANI
  • Anchoring in seismic zones, Jan Hermanek
  • TRUSS QUESTION, Juan José Treff De la Mora
  • Plan check overview, Bob Hanson
  • Screw Capacities, CDaniels
  • concrete topping slab on garage wood floor framing, PFFEI
  • Structuralist.Net Cybrary - Reference Calculation question!, Structuralist
  • Something That Bugs Me About The AISC Code, Bill Polhemus
  • iron rails, Francisco Duarte
  • concrete heat endurance responses, cahyo sumeru
  • shear wall program, Michael Sikes
  • RECAP -- Re: Proportional Limit, A36 Plate, Fountain Conner
  • concrete topics, Michael Hemstad
  • German Speaking Engineer, Norm Brudigam
  • [no subject], Daley, John
  • Wood diaphragm allowables per IBC, Sherman, William
  • Adding a mezzanine to a Masonry Building in Seismic Zone 4, Structuralist
  • Structural Adhesive Wood-to-wood, Jeff Flansburg
  • Lima, Peru Design Info, richard lewis
  • Anchoring in rock, raul labbe
  • FW: Help with interpreting Vibration Analysis, jwhitty
  • Plywood Shearwall Testing, Todd W. Erickson
  • Prof. Joseph Penzien address, PT Pidelta Strukturindo
  • Pre-Engineered Metal Building-New Thread, MSSROLLO
  • non compact pipe, Mark Baker
  • RE: Botched Buildings, Hyndman, Keith
  • computer modeling of diaphragms, Nii Allotey
  • ASME Specifications, Paul Feather
  • Square Reinforcing Bars, John MacLean
  • Sample Hand Calculations wanted., Structuralist
  • Tornado Refuge Areas, CanitzCF
  • Calc Reference Library - Concern for Caution?, Structuralist
  • Plywood shear panels / box nails, RShreenan
  • Concrete slab / vibration damage, RShreenan
  • white oak peg, Peieng5590
  • "street creep"?, Schwarz317
  • FRP reinforcement, Prakash C. Chowdhury
  • Equipment vibrations, Bob Hanson
  • Anyone Have Any Experience With Contract (Job) Shops?, Bill Polhemus
  • Steel lintel beam, edjonson
  • Plywood Roof Diaphragms, CDaniels
  • TEDDS, YI
  • Special Inspection for Grout, Tom . Hunt
  • Re: concrete slab / vibration, RShreenan
  • AutoCad R14 Exreferencing, Keith De Lapp
  • Fatigue at Shear Connection Weld, Bill Polhemus
  • Euclidean Geometry, Mike . Hayes
  • reinforced concrete under impact, Karma Yonten
  • Moment frame constructed of Wood, Martin W. Johnson
  • Re: electric motor vibration problem, Martin W. Johnson
  • City of LA Code Sections 1633.2.8.1(1) vs 1633.2.9(4), M.J. Huszcz
  • Virus Alert, MJL Engineering Ltd.
  • Acad Arrowhead, Keith De Lapp
  • Merrick:Contours, Keith De Lapp
  • "OPTIMUM" ROOF SLOPE, Juan José Treff De la Mora
  • Samples Autocad Structural Drgs?, Cadraftsman !
  • Server Upgrade Scheduled this Saturday, Shafat Qazi
  • Re: Virus Alert - Virus has been eraticated, MJL Engineering Ltd.
  • Perforated Shear Wall Question, Structuralist
  • Salt Lateral Bin Pressures, John Schenne
  • Structuralist.Net - New Spreadsheet Template: Eccentrically loaded bolt group capacity, LRFD, Structuralist
  • Would you like to change your sap2000 model into ACAD2000 real 3D model?, 栗正暐
  • MathCad (was TEDDS), Roger Turk
  • Engineer's Lack of Respect, Kipp . A . Martin
  • Design of Steel Joists, Kipp . A . Martin
  • 1997 UBC Errata, sharonb
  • Re: Would you like to change your sap2000 model into ACAD2000 real 3D model?, Rhie Yoon Bock
  • Round Timber Construction Specs?, l_pack
  • Re: Mistakes in Strength of Anchorage to Concrete - PCA, Gerard Madden
  • Eccentrically Loaded Bolts, Mike Maurigi
  • Retaining wall rotation, John P. Riley
  • Architectural Low Rise Projects (Lateral Stability), Hyndman, Keith
  • Fly ash in concrete, DWILLIAMSSEI
  • Samples Autocad Structural Drgs, sing ng
  • Instructions For Copying Long Links and, Roger Turk
  • Re: Magnitude 0.0 Earthquake, Roger Turk
  • Flyash, E.B.Davison, P.Eng.
  • "X" Bracing, Larry Hauer
  • Discontinuous shear wall load path, Sharad T. Patel
  • Siesmic, Jnapd
  • Macintosh S.E. CAD software?, Rhkratzse
  • Group Health Insurance Plans, Structuralist
  • ACI 209, ptkho
  • Looking for Info on Houston Companies, Bill Polhemus
  • RE: Instructions For Copying Long Links, Roger Turk
  • Collapse in Jerusalem, sharonb
  • San Francisco house needs retrofit., David B Merrick
  • Balcony Floor Vibration, Steve Kramer
  • Concrete maintenance, AGHBAL YOUNESSE
  • cut off wall in concrete transition, syed faiz ahmad
  • omega at foundations, Mark Pemberton
  • Macintosh CAD software Structural, BobNiebur
  • Vacation - Company Policy, James Lin
  • Allowable load for anchor bolts, Structure Department
  • TEST Please Delete, Shafat Qazi
  • EOR review of truss calcs, SCHFUN
  • Microsafe by Microstress Corporation, Jeff Flansburg
  • GluLam Glue, Greg Smith
  • ICBO Membership Question, Structuralist
  • Yahoo! Auto Response, waelshabana
  • Re: INFILL BRICK WALL, Nels Roselund, SE
  • Israeli Wedding Hall Disaster, KRALIK Georg -NUCLEAR
  • Structural failure? ;-) Na, Cadraftsman !
  • ROOF SLOPES, Juan José Treff De la Mora
  • Seismic Loads on Electric Equipments, raul labbe
  • RE: Concrete sealers/coatings, Armijo, John J (PWCSD 184)
  • Snow Drift from BOCA 1978 or 1981, Hyndman, Keith
  • Steel Hopper Design, DWILLIAMSSEI
  • TRUSS TEXTBOOK, Juan José Treff De la Mora
  • Modeling Prestress Elements, Gina Gobo
  • Lack of Respect..., Kipp . A . Martin
  • FW: Israeli Wedding Hall Collapse Sharpens Quake Fears, Structuralist
  • Re: Galvanized Steel Beam?, syed faiz ahmad
  • Jungle Resort, Amazonat Jungle Resort
  • Drift Loads Vary Boca 81,84,99 !, Hyndman, Keith
  • Texas Windstorm Construction Code/Guide, Bill Polhemus
  • AITC vs. NDS, Bill Polhemus
  • MORE ABOUT TRUSSES..., Juan José Treff De la Mora
  • Bridge engineer consultant needed, Harris3803
  • IMPACT, Joseph Ward
  • SEISMIC BRACING, Joseph Ward
  • ASCE 7-98 Vs. ASCE 7-95 (Wind Provisions), Mauricio A. Lopez
  • RAM Advanse, YI
  • Re: Urgent virus alert, Williston L. Warren, IV - S.E.
  • STAAD vs ..., Nora Miller
  • Sap 2000 non linear pushover curve and Hazus, Paul Gortaire
  • Fw: AITC TCM vs NDS, Bruce Pooley
  • New software for Document Management, Structuralist
  • STAAD, E.B.Davison, P.Eng.
  • Change in Dimension Lumber Design Values, Conrad Guymon
  • cold formed braced frame, Mark Baker
  • Public discussion of proposed revisions to ACI 318-99, Scott . Maxwell
  • RAM software, Mark Mercer
  • Sean Pedro's Attack, Caldwell, Stan
  • RISA, Ed . Haninger
  • Porch Concrete Cracking, Gerard Madden
  • RE: Seismic questions, Nicholas Blackburn
  • e-mail shorthand, Scott A. Dunham, PE
  • Creosote timber, Peieng5590
  • Re: Residential Fee Range (Was Porch Conc. Cracking), Fountain Conner
  • Re: Change in Dimension Lumber Design Va, Roger Turk
  • let's get creative, W. Gray Hodge
  • RE: Residential Fee Range, Mark Pemberton
  • Plug Welding Anchor Bolts and Rebar to End Plates, Matthew Stuart
  • History Buffs (Waayyy off topic), Dave Adams
  • HAND RAIL LOADS, Joseph Ward
  • TEXAS STUFF: Recent Legislative Action, Bill Polhemus
  • CE news may 2001, thom@onlinepcg
  • RE: Residential Fee Range (Was Porch Con, Roger Turk
  • [no subject], _븮
  • Cutoff Wall In Concrete Transition, syed faiz ahmad
  • WOOD CONNECTOR: Prying Force, Bill Polhemus
  • Milestone Appreciation, Structuralist
  • [no subject], Arturo Rios
  • New OSHA rules for steel erection, Eric Ober
  • Re: VIRUS WARNING!!!, Neil Moore
  • Leaving, Nora Miller
  • Request to remove my email from seaint please, ALI NGAB
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  • SULFNBK.EXE hoax, Roger Turk
  • Masonry Chronicles, Matt Sutton
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  • wood truss diaphragm, RainCat1
  • Seismology Committee, valentin shustov
  • Styrofoam Panel, Roger Turk
  • Footbridges, Stuart Lewis
  • Re: Seismic Provisions 97-OCBF(ASD), Mlcse
  • TEXAS Legislature Passes SB365 Adopting International Residential Code, Bill Polhemus
  • Knock out panel, Chris TSE
  • What Is The Material Spec For "Lag Screw"?, Bill Polhemus
  • RE: What Is The Material Spec For "Lag S, Roger Turk
  • Styrofoam, HBAP
  • Styrofoam correction, HBAP
  • InoculateIT ends free promotion, Structuralist
  • Solution For Those Who Are Dead-Set AGAINST A Tax Cut, Bill Polhemus
  • test (delete), Susan Clinter
  • Employment opportunity, Susan Clinter
  • Proprietary Catwalk System?, Hyndman, Keith
  • Membrane Waterproofing, Jim Kestner
  • RE: Government Service WAS: Sean Pedro's Attack, David Fisher
  • compression test, José Sebastian Vallejo Herrera
  • Link in Columns, Joseph Harouni
  • Computer program for Section property, Ed Latthitham
  • Bulking Factor for Light Weight Concrete, syed faiz ahmad
  • Re: Restricted Material on This Site, syed faiz ahmad
  • Concrete Deck Tendon Repair, sharonb
  • TriNet EQ Emergency Management Presentation 6/14, Becker, Rick
  • Golf Course Bridge, T. Eric Gillham PE
  • Subject: Concrete Deck Tendon Repair, Mark Geoghegan
  • Wall board, thom@onlinepcg
  • floor vibration - online chat with Tom Murray, Scott Melnick
  • Fire Damaged Brick Chimneys, mkrakower
  • CAD Paper, Gerard Madden
  • HIGH TANK, Juan José Treff De la Mora
  • Use of Collar Ties in Light Frame Wood Construction, Structuralist
  • RE: OVERHEAD HIGH TANK, Syed Basith
  • LARUCP Special Inspection Procedures/ Forms Available, Becker, Rick
  • RE: Use of Collar Ties in Light Frame Wo, Roger Turk
  • Structural Engineering Opening, Sunil Gupta
  • RC floor system vibration evaluation, Jeng-Wei Li
  • ACI Code requirement: ties at steel column pedestal, Keith Fix
  • microsoft outlook question, David Adie
  • ACI Code requirement: ties at steel colu, Roger Turk
  • Bridge Bent Cap Design Programs, Teresa Dellies
  • Test, Jonathan Mallard
  • Re: ACI Code requirement: ties at steel, Roger Turk
  • Hollow Clay Tile Arched Floors, mkrakower
  • Tank Support Seismic Design, YI
  • Snow load in combination with seismic., Bill Marczewski
  • Why mime?, Sherman, William
  • please take me out of the list serve!, Basak BERKER
  • vibrations in a metal stair, Daniel Kuemmerle
  • Re: Snow load in combination with seismi, Roger Turk
  • LARUCP Str. Obs. Prog./ Designation of Structural Observer, Becker, Rick
  • [no subject], Kipp . A . Martin
  • UBC 97 Table 16-H, John P. Riley
  • Plate Washers, Nicholas Blackburn
  • Tilt Up systems, Walter Sheen
  • Re: Interpolation, syed faiz ahmad
  • FW: column detailing, T. Eric Gillham PE
  • Tilt-Up, HBAP
  • Engineering Salaries in Europe, Caldwell, Stan
  • 1999 SBC Wind Provisions, David Chan
  • Broken Tendons, John Dreger
  • ACI 318 - request for comments for improvements, Scott . Maxwell
  • F1554 Weldability, Paul Feather
  • Deck Callout, LascolaJJ
  • Announcing Code Administration Forum - Structuralist.Net, Structuralist
  • Re: Glub! Glub! (Houston area pretty much under water), sscholl2
  • Time check, John P. Riley
  • check time, D.A.
  • Pedestrian bridge vibration and strengthening, Benz non
  • Fraudulent email, JCohen
  • Online chat, Charlie Carter
  • FEMA 273 and SAP2000, ORTEGA LOPEZ JORGE RAMIRO
  • Sap2000 response, Mark Pemberton
  • Re: Responses of Military Significance, syed faiz ahmad
  • RE: Use of Collar Ties..... Thank You NOW: Who pays to explain t he mystery?, George Richards, P.E.
  • Structuralist.Net - New Spreadsheet for download, Structuralist
  • Means and Methods, Michael Zaitz
  • Steel Diamond Plate, Randy Diviney
  • Houston Flooding, Caldwell, Stan
  • FEMA 310 - Checklists, Dan Goodrich
  • Technical Resources for Structural Engineers, Overton Green
  • Mega Library Online, H Boge
  • Seismology Committee Charging for Opinions, Gerard Madden
  • STANDARD PRACTICE, Juan José Treff De la Mora
  • What Exposure to use?, Structuralist
  • special bricks, José Sebastian Vallejo Herrera
  • Spreadsheet Tutorial - developing Flow charts to write Nested Conditional "IF" Functions, Structuralist
  • RE: seaint Digest for 11 Jun 2001, Murphy, Thomas P
  • PDA, Mitchell J. Sklar
  • Beam Camber, Nicholas Blackburn
  • Fly Ash, Todd Hill
  • Biaxial Bending Concrete Beam, Chris Towne
  • rebar detectors, Scott Melnick
  • wall anchorage / ubc / simpson, David Adie
  • The H-1B catch-22, Mike Murphy
  • Fastener for presure treated wood, YI
  • Bridge Abutment Replacement, Steven Mallett
  • Fascinating Flood Photo, Bill Polhemus
  • OSHA 4-Bolt Column Requirements and Pre-Engineered Buildings, Mark D. Anderson PE
  • Q: Short Circuit Transfer for GMAW, Bill Polhemus
  • Rigid or Flexible Diaphragm Analysis?, Bill Marczewski
  • Unisys Apologizes for the Computer, Caldwell, Stan
  • RE: STANDARD PRACTICE/ Plan Checking, Yousefi, Ben
  • how do I deal with soil type Sf, Gary Becker
  • Wind Girts, Michael Zaitz
  • Q: Non-Standard Joist Seat, Bill Polhemus
  • RE: Non-Standard Joist Seat, Robert Rollo
  • Re: Standard Practice/Citicorp Tower, Brian Harris
  • SMaxwell/ACI/Notes is out of the office., Scott . Maxwell
  • RE: STANDARD PRACTICE - Late response, Glenn Otto
  • question about SPACE FRAMES -cylinders, ELENI
  • Short Circuit Transfer for GMAW, John V. Loscheider
  • Low Concrete Quality, Leonardo Zapata
  • Fees for Design-Build Shell-only multi-story Steel Moment Frame B uildings, Byron Dietrich
  • looking for a structural engineer/drafter moonlighter, joseph eden
  • Interesting Link, Bill Polhemus
  • Design Programmes to BS8110, NIGEC Const. Dredging Insp. (L9ESC508)
  • Calculation submittals, Scott A. Dunham, PE
  • Truss fix, D.A.
  • Yank2002, Yank2002
  • Goodbye Yank2002, Structuralist
  • ACI 318 -Construction Joint, 김양수
  • Re: ACI 318 -Construction Joint - Post-tensioned slabs, GSKWY
  • Subject: ACI 318 -Construction Joint, Mark Geoghegan
  • (Delete -- Sorry! Wrong Button!) RE: looking for a structural en gineer/drafter moonlighter, Dave Adams
  • RE: Low Concrete Quality...Metric Units, Steven Mallett
  • Q: Standard Designation for Cold-Formed Steel Angles?, Bill Polhemus
  • RE: Standard Designation for Cold-Formed Steel Angles?, Effland, Greg
  • Q: Lateral Resistance Capacity of Joist Seats, Bill Polhemus
  • Structural Engineering Review Workshop in S.F. Bay Area, Yousefi, Ben
  • RE: Lateral Resistance Capacity of Joist Seats, Speck, Todd M
  • Old Steel Properties, Rodriguez, Marlou
  • Low Concrete Quality - Units, Tom . Hunt
  • Steel Building in Alaska, David Chan
  • DETAILS, Juan José Treff De la Mora
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  • Structuralist Announcement; FEMA 273, 274, 302a and 303a, Structuralist
  • ASCE - July 10th - Forensic Engineers Dinner Meeting, gberghouse
  • Q: "Components and Cladding" Load on Ledger Angle Fastener, Bill Polhemus
  • Q: How's Your Computer?, Bill Polhemus
  • Shoring Responsibility, Michael Zaitz
  • FW: How's Your Computer?, T. Eric Gillham PE
  • Lateral reinf at anchor bolts, Sherman, William
  • Re: [AEC-Residential] Q: How's Your Computer?, Kipp . A . Martin
  • Point Load on Plywood Flooring, Jenkins Engineering, Inc.
  • FW: Wish to stop all incoming mails from SEAOSC., NIGEC Onsh. Const. Civil Insp. II (L9ESC490)
  • transportation (was "how's your computer"), V.GORDIN
  • send me no mail please, Sunny Bose
  • Re: Metal Building Details, Juan José Treff De la Mora
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  • Design info on construction documents, Sherman, William
  • RE: Moving To A Larger Hard Drive, Wladimir Bassett
  • Off Topic - Calculation Paper, richard lewis
  • UBC '97-Section 2180.1.5.2, Clara P. Lau
  • RE: transportation (was "how's your comp, Roger Turk
  • FW: "Components and Cladding" Load on Ledger Angle Fastener, T. Eric Gillham PE
  • Another Flood Photo, sharonb
  • What I drive..., Francisco Duarte
  • Point Load on Plywood Flooring - Addendu, Roger Turk
  • send me no mails, sairam sharma
  • Hard Drive, E.B.Davison, P.Eng.
  • REMOVE FROM EMAIL, LAMPSMITH
  • RESULTS OF THE 77th TEXAS LEGISLATIVE SESSION, Caldwell, Stan
  • Welding specification, Fariborz Tehrani
  • Re: transportation (was, Robert S Schnars
  • FEMA 350-354, Fariborz Tehrani
  • VB for Applications, Joseph Harouni
  • Plywood stress in bending, Hafiz, Sanaa S.
  • Masonry reinf splice lengths, Sherman, William
  • Re: Our Own Worst Enemy, Gerard Madden
  • (no subject), NLAMTRUC
  • Hard Drive - For Bill, E.B.Davison, P.Eng.
  • floor topping for inside pool deck, dcarroll
  • Errata to 97 UBC (galvanized nails in PT above grade), StstimII
  • RE: EnerCalc, TEDDS or other?, Djebli, Ahcene
  • California's Rolling Blackouts, Caldwell, Stan
  • Concrete Strong Column/Weak Beam, richard lewis
  • Summer Seminars in SoCal, Becker, Rick
  • Steel Tube, Alden Manipula
  • RE:Steel Tubes, Alden Manipula
  • MBMA1996, namvy
  • KeyLat from KeyMark, YI
  • Piles and Pile Caps in the Air and Water in Seismic Zone 3 & 4, PRMEng
  • RE: California's Rolling Blackouts --- solution to problem, Haan, Scott M.
  • Seismic Design of Expansion Anchors, richard lewis
  • RE: Reduction of Snow Load?, Haan, Scott M.
  • Allowable Compressive stress-ACI 530, David Williams
  • Clear space for no. 11 rebars in mat foundation [10 story buildin g], Haan, Scott M.
  • Re: Clear space for no. 11 rebars in mat foundation [10 story building], Gerard Madden
  • RE: Clear space for no. 11 rebars in mat foundation [10 story bui lding], Haan, Scott M.
  • Clear space for no. 11 rebars in mat fou, Roger Turk
  • Structuralist.Net Mathcad Template Forum: Round HSS Column Design and Welded Tee Flange Connection to W Beam to HSS Column, Structuralist
  • Greed and Reward, JohnOttCE
  • STANDARD PRACTICE - Old Thread - New Fiber, Glenn Otto
  • cast iron and aluminum compatiblilty, Ken Peoples
  • fire design, Scott Melnick
  • Imperial Units, Nels Roselund, SE
  • Weak Axis Bending of Rolled Channel ASD, Les Rhinehart
  • ASD Weak Axis Bending of Rolled Channel, Les Rhinehart
  • Q: CFS Column with Fixed Base?, Bill Polhemus
  • Q: Forming a "sweep" in CFS flexural member, Bill Polhemus
  • RE: CFS Column with Fixed Base?, George Richards, P.E.
  • RE: Forming a "sweep" in CFS flexural member, George Richards, P.E.
  • Structuralist.Net - New Residential Retrofit Forum, Structuralist
  • Tension Tie of floor framing to masonry wall, Structuralist
  • CEMENT AND CONCRETE ASSOCIATION Web Site, 김양수
  • Spray on Fireproofing, Jim Kestner
  • Drift, John P. Riley
  • AISC Code of Standard Practice, Dan Goodrich
  • Steel Grade, richard lewis
  • Bent anchor bolts, Scott Maxwell
  • Chimney Flues, Gerard Madden
  • RE: Bent anchor bolts / welding high strength bolts?, Balmer James
  • Roof Mounted HVAC Equipment Screens, CanitzCF
  • Block information, Jorge Ramos
  • Humor, Caldwell, Stan
  • bolted moment connections, Tom . Hunt
  • ASCE Wind Speed Criteria, Paul Feather
  • Montana P.E., E.B.Davison, P.Eng.
  • Pipe Racks, Jnapd
  • Question for the snow gurus, Dan Goodrich
  • wall anchorage to metal deck flexible diaphragm, Gerard Madden
  • Block information (2), Jorge Ramos
  • H-1BCatch 22, Rbengrguy
  • ETABS V7.17 - R/C Design, T. Eric Gillham PE
  • UCBC Appendix Chapter 1 - URM Retrofit question, Structuralist
  • Removing structural plaster from shotcrete, Structuralist
  • length to be used for tension bracing kl/r, Ken Peoples
  • Diaphragm Rigidity, Nels Roselund, SE
  • Tube to Tube Moment Frames, Eric Ober
  • Peru Earthquake and Adobe Dwellings, Nels Roselund, SE
  • perforated shear walls - seismic design manual - volume 2, David Adie
  • PRE-DIMENSIONING HELP, Arthur Ashby
  • Another Unsolicited Freeware Tip, Caldwell, Stan
  • Outlook XP question, Structuralist
  • Unfamiliar bar joists, Adair, Joel
  • Re: seaint Digest for 28 Jun 2001, KMoore
  • LOAD COMBINATIONS, Juan José Treff De la Mora
  • Masonry Cement, Jim Kestner
  • Horiz. Steel for Stack Bond Walls, Jim Kestner
  • Half-allowable stresses for masonry, Sherman, William
  • TEDDS Discussion, Structuralist
  • Jobs Wanted and Help Offered Bulletin Board, Structuralist
  • tower with podium, cmendoza
  • RE: New LARUCP Type V Sheet is Available, sharonb
  • Crack in Wall Connected to Post-tensioned Slab, Shahrouri Issam
  • Equipment Loads vs Live Loads, George M Ghaly
  • ASTM A120-21, Pat Clark
  • Joist Girder Connection, richard lewis
  • BUILDING DRAWINGS???, Francisco Diego Arcos
  • RV: Foundation during Earthquake, raul labbe
  • Hoop ties in grade beams, Sharad T. Patel
  • Upgrade Wars: My Story, Bill Polhemus
  • Allowable Stresses In Wood, Michael Bryson
  • ANN: Rebirth of the SE-Practice List, Bill Polhemus
  • RE: Structural Draftsman relocating to Santa Clarita, CA, HAWNENG
  • question, sateesh kumar gajjala
  • Structuralist.Net - New International Employment Bulletin Board, Structuralist
  • Glass in tall buildings, A.S. Moghadam
  • Availability of the 2000 NEHRP Recommended Provisions online, Claret Heider
  • moment frame problem, Pat Clark
  • 600' metal deck roof cracking exterior cmu walls - exansion joint spacing rules of thumb?, Haan, Scott M.


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