SEAINT Mail Archive 1999 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 2630
  • Re: Common versus box nails, Robert Kazanjy
  • RE: Field Observations - Stupid things I've seen, Francis . Ang
  • [no subject], Danny Peckley
  • 1997 UBC EQ Requirements, Parkerres
  • Good Engineer and CAD Drafter needed, Parkerres
  • Structural Engineers' eBook, Rudra Nevatia
  • shrinkage, buddy_showalter
  • RE: 3x plates, shrinkage, Bill Polhemus
  • RE: Eating $$ (Over-Runs), Bill Polhemus
  • Manuals & StdPlans for City of LA - Dept of Public Works - Engineering, Eddie Gonzalez
  • '97 UBC - R values for structures with Pendulums, Seaintonln
  • Bruce Resnick's Question, Seaintonln
  • Re: Cutting a Glulam Beam, MJL Engineering Ltd.
  • Sulfate bearing soil, JCohen
  • RE: ICBO Los Angeles Regional Uniform Code Committee (7/1/99 Dead line), Becker, Rick
  • bidding [was: (Over-Runs)], Christopher Wright
  • Re: Residenitial design spreadsheet, Seaintonln
  • Re: More questions about rigid plywood Diaphragms, Seaintonln
  • Fear of Snakebite, Fountain Conner
  • Bad news Structural Engineer ??, Rbengrguy
  • Re: ETABS Modelling-Flexible Floor, Swaminathan Krishnan
  • RE: Coupling Beams - Diagonal Reinf Development Length, Rodrigo Lema
  • GRS Conduit, PEC - Lake City
  • 97 UBC, Gerard Madden
  • Pendulum response, Seaintonln
  • suspension of e-mail messages, massimo montanari
  • Seismic - Orthoginal Effects, Richard Lewis
  • [no subject], massimo montanari
  • R value for Marine Facilities, Jerome . Tan
  • Is a residential spread sheet available?, merrick group
  • Re: Wall anchorage to steel deck, CarlS95
  • Fee Information Sharing, Laurence B. Oeth III
  • sustainable design, Mark and Alla Webster
  • Methods of Construction, Engr. Rios Prado
  • Production of Crushed stone aggregates, Engr. Rios Prado
  • Re. More questions about rigid plywood diaphragms, James Bela
  • [Fwd: Steel-Detail: Multi-window print-out], A.J.Young
  • State SE Requirements, Mark Oakford
  • Western States Council, Mark Oakford
  • Residential design spreadsheet, K . G . Srivalsan
  • Engineers LOW PROFILE, Rbengrguy
  • Re: Engineers LOW PROFILE/Sustainable Design, Mark Gilligan
  • Fwd: SE Licensing Requirements, Rbengrguy
  • '97 Code Questions - Answers needed ASAP, Seaintonln
  • Fw: "Structure" Magazine Update to Include CASE and SEI, jshipp
  • Re Ca. Field Act & Public Schools, fturner
  • Concrete Slab Cracking, Francis . Ang
  • COOPER E-80 LOADS, Arturo Rios
  • Free PC Virus Protection, Caldwell, Stan
  • Long-length high-strength steel rods with splices, NRoselund
  • Re: PGA fema maps, Kenneth Tarlow
  • Standing Seam Metal Roof, PEC - Lake City
  • Flitch beam, ADVDENGR
  • Fw: More questions about responsible code writing, Ed Workman
  • Re(2): Residential design spreadsheet, Chris Harris
  • Special Note to those requesting the Residential Spreadsheet - please read., Seaintonln
  • ASCE, Roger Turk
  • Residential Spreadsheet Requests - include names, Seaintonln
  • 97 code, Francisco Duarte
  • Wood Design - 'G' shearing Modulus & 'E' elastic Modulus, Seaintonln
  • residential spreadsheet, TB
  • Residential spread sheet, JohnOttCE
  • RIDDLE, Caldwell, Stan
  • FWD: MWFR for Multiple Gable Roof, JFISHER
  • Food for thought, Dave Meney
  • Plane impact design, Rodrigo Lema
  • Unit Error in Diaphragm Deflection examples, Seaintonln
  • Residential Spreadsheet Request, Virendra Varma
  • Diaphragm Calculations, SThompsonB
  • request spread sheet form dennis please, merrick group
  • Residential Spreadsheet Request Spam, Caldwell, Stan
  • Residential Spreadsheet Request Spam (Spanish Version), Caldwell, Stan
  • The Door Sign, Caldwell, Stan
  • [no subject], Yousefi, Ben
  • Re: The Door Sign - TO ALL, Bobeng
  • Re:, Mlcse
  • Forensic Engineering Meeting, LA Section, ASCE, SCHFUN
  • Online Listservice and the '97 UBC Residential Spreadsheet, Seaintonln
  • Re: plastic concrete reinforcing chairs, RajSTC
  • airplane impact loads, thomas w. houston
  • Masonry Spec., Francisco Duarte
  • ASD vs. LRFD, Leandro Buriek
  • Timoshenko Beam Equations of Motion, Jose Edward Rodrigues Cristiani
  • Plwd: Rigid Diaphragm Analysis - Opinions Wanted, Seaintonln
  • Re: Residential design spreadsheet Question, Seaintonln
  • Shafat Qazi: Online Listservice and the '97 UBC Residential Spreadsheet: Email Alias, P. & S. Guthrie
  • Re: Design Spreadsheet, vicpeng
  • HP 1050C vs. Arch. Desktop, Parkerres
  • 1997 UBC 1630.1.1, Al Grathwol
  • Coupling Beams/Link Beams Anchorage Length, John E. Alcaras
  • entry level engineer wanted, GRileyPE
  • structural autocad14 draftsperson needed, GRileyPE
  • Neopene Bearing Pads, PEC - Lake City
  • Re: Torque vs. Tension in Bolts, Christopher Wright
  • Blue book and commentary, Paul Feather
  • 2000 UCBC, ader
  • Wood: 'en' and Plywood question., Seaintonln
  • Simplified Static Procedure (UBC 1629.8.2 and 1630.2.3), Mark T. Swingle
  • Moment Connections, Brian K. Smith
  • S.E. is available to help out, ASLCSE
  • SEAOC code, Tsobanos A.
  • On-line Seismic Design Course, Michael Valley
  • remove from list, KMccoy1011
  • Stop sending me E-mails., Alan Pinzón
  • Re: 3x plates--drywall, studs, nails, Debby Hight
  • Re:Wood:"en" and Plywood question., ECVAl3
  • Re: E and Fb for mahogany?, Charles Greenlaw
  • Civil Eng. Quest. - Pipe Design Ref., Eddie Gonzalez
  • Remove yourself from the SEAINT List -- read this to see how, NRoselund
  • puzzle, Greg Smith
  • private reply, Greg Smith
  • Question about Modified Westergaard's formulae, pjh2886
  • Freq Asked Question (FAQ), Shafat Qazi
  • [no subject], Huang, Y. Henry
  • Douglas Fir vs. Hem Fir, AnandNene
  • Re: buckling software, Seaintonln
  • Prescriptive BWPs, Paul_Reilly
  • Sample Contracts, Debby Hight
  • Re: Plywood use reply (Rigidity and Stiffness)., Seaintonln
  • Past SE exams, Niaz A. Nazir
  • Foundation A.B. Capacity, Jake Watson
  • Some of the Strangest Codes I've seen, Seaintonln
  • HSS Section designation, Paul Feather
  • Retaining wall compensation, Paul Feather
  • Free On-line Listing at SEAINT web site, Shafat Qazi
  • Ceiling Lateral Bracing, Medi Givechian
  • Scott Steadman's book on Woodframe, Szuchuan Chang
  • Wood Adhesives, Robert Fennema, P.E.
  • Effects of the New Code on Wood structures - good or bad?????, Seaintonln
  • re: Eng--Low Profile, Richard & audra
  • The Search for Extraterrestrial Life, Caldwell, Stan
  • Re: Effects of the New Code on Wood structures - good or bad, Rick . Drake
  • National Building Code 1999 (BOCA), nattamai mohanram
  • Re: Effects of the New Code on Wood structures - good or bad????? -Part 1, Swingle, Mark
  • Re: Effects of the New Code on Wood structures - good or bad????? -Part 2, Swingle, Mark
  • Structural Engineer Programmers - where are you?, Jim Anderson
  • Re: Effects of the New Code on Wood structures - good or bad????? -Part 1, Seaintonln
  • Re: Effects of the New Code on Wood structures - good or bad?????-Part 1, Seaintonln
  • Re: Effects of the New Code on Wood structures - good or bad?????-Part 1, Charles Greenlaw
  • Re: Effects of the New Code on Wood structures - good orbad?????-Part 1, Seaintonln
  • RE: Golf Course Bridge Design & AASHTO, Francis . Ang
  • ASD Table B5.1, Andrew Abbo
  • Re: 1997 UBC Masonry Wall Design, Parkerres
  • RE: Effects of the New Code on Wood structures - good orbad?????- Part 1, Al Grathwol
  • Metal Stud Plywood Shear Walls, Barry H. Welliver
  • Re: Effects of the New Code on Wood structures -LA City codes, NDZ28
  • Ceiling Lateral Barcing, Medi Givechian
  • SAP90 AND SAPSTL WITH INPUT SHAPE OF SECTIONS ?!!, Veriano Antonio Goncalves
  • How to model for flexible diaphragm analysis?? Help, Seaintonln
  • FW: USE OF ROD BAR AS REBAR, Walter Fioretti
  • Domed Concrete Roof Analysis, Ramirez, Victor
  • Re: Effects of the New Code on Wood structures - good or bad?????, Charles Greenlaw
  • Precst Shear Wall Systems, Mark D. Anderson
  • Re: Structural Engr. as A Prime, Paul Ransom
  • Architectural plans, Rodrigo Lema
  • Buckling of Thin Plates, João Rocha
  • SAP90:HELP FROM MARK AND BISARYA, Veriano A. G.
  • EERI Seismic Construction Training Program (response to John Rose), Seaintonln
  • Simpson Strong Tie Lateral Design Software, John Buchanan
  • Problem:Etabs Performance, rodolfo ortiz
  • Masonry-Wood, Joseph Harouni
  • re:Educating Contractors, merrick group
  • RE: AutoCAD helix, Gerard Madden
  • RE: WOOD MASONRY, merrick group
  • Re: Reinforced Concrete Blockwork Construction, Frederick Ellul
  • Conv. Constr. one direction, Livingston, Michael
  • UBC italicizing, Panos Trochalakis
  • F # vs Straightedge, Robert Rollo
  • REDUNDANCY FACTOR IN DESIGN MANUAL, NDZ28
  • Base Metal Preparation, Brent Koch
  • Design of bollards, Mark Gilligan
  • Fwd: Drift at top and rotation/curvature in plastic hinge zone, james korff pe pmp
  • Remove my name from list, Teresa L Verdooner
  • Recent Sacramento Glulam Failure, fturner
  • RE: Reinforced Concrete Blockwork Constr, Roger Turk
  • Re: Effects of the New Code on Wood design - good or bad?????, Swingle, Mark
  • good books, Greg Smith
  • Re: ACI 318-99: Comments, Anyone?, james korff pe pmp
  • Lightweight Concrete, Robert Rollo
  • Re:, Bart Needham
  • protected exel, Einar Einarsson
  • RE: protected excel, William Keil
  • Re: Furniture Live Load, Seaintonln
  • Re: Conv. Constr. one direction (Residential Engineering), Seaintonln
  • Guyed Tower, SONSUR2
  • Diaphragm Mechanics, Jake Watson
  • Interaction with SEA - when will it start, Seaintonln
  • Pressure Vessels, RajSTC
  • Camber, Robert Rollo
  • Time Constraints on Stressing Post-Tensioned Concrete Slabs, Jeff Creagan
  • Fwd: DSA News, Shafat Qazi
  • Sulfate, JCohen
  • API 650 appendix E vs near fault, Rmh8673133
  • API 650 App E near fault, Steve Meier
  • RE: Drift at top and rotation/curvature, Roger Turk
  • what is the FOS against overturning of structures...., Khosrownia, Ghassem SPK
  • Redundancy Factor, Seaintonln
  • Displaced Center of Mass Question, Seaintonln
  • Need feedback from those using strict interpretation for Wood structures, Seaintonln
  • RE: DSA - IR's, Mark Gilligan
  • Timoshenko Beam, Jose Edward Rodrigues Cristiani
  • Odd Shaped Concrete Column Software, Todd Blake
  • In-Slab Ducts in P/T Slabs, Jeff Creagan
  • LRFD, James Bela
  • Trial Designs, Marc S. Barter
  • Redundancy Factor (applicable to seismic and wind?), Seaintonln
  • Re: Redundancy Factor or Redundant Redundancy Factor/Code, SDGSE
  • Seismology Committee Meeting August 13 to review Wood Draft of Blue Book, Seaintonln
  • Seismology Committee Meeting August 13 to review Wood Draft of Blue Book, merrick group
  • Re: Seismology Committee Meeting August 13 to review Wood Draft of Blue Book, Seaintonln
  • Re: Need feedback from those using strict interpretation for Woodstructures, FEMCCLURE
  • Re: Lynn's comments and Vision 2000 objectives, Seaintonln
  • AASHTO Lane Loads, Roger Turk
  • Re: Need feedback from those using strict interpretation forWoodstructures, Seaintonln
  • Code min. Design requirements, Lynn
  • ON-LINE CONVENTION REGISTRATION NOW OPEN, Shafat Qazi
  • ???Single line of bracing???, Khosrownia, Ghassem SPK
  • RE: Wind loading in Miami, William Keil
  • Brick veneer seperation, Wesley Eldred
  • RE: Brick veneer separation, William Keil
  • steeldek slabs, Alex Nacionales
  • Reliability/redundancy factors for non buildings, Bob Hanson
  • On-line Convention Registration, Shafat Qazi
  • Concrete Shear Wall, ECVAl3
  • Re: SEAOC Seismic Design Manual Seminar - Vol. 1, NDZ28
  • Rigid vs Flexible residential diaphragm discussion, Keith Delapp
  • Retrofit Wall Anchorage, Mike O'Brien
  • Corrosion resistant fasteners, John Buchanan
  • OSHPD Project Manager, Jim Anderson
  • Re: Masonry Expansion Joints, PyperEng
  • LRFD vs. ASD Bolt Interaction, Zachary Goswick
  • RE: Timber Bridge Deck Plank Clip, Fredericks, Douglas/SAC
  • OSB diaphragm, Mvpsc
  • Do not miss this one, Shafat Qazi
  • Reinforcing Steel Mechanical Splices, PEC - Lake City
  • Fwd: Letter from American Engineering Alliance, Shafat Qazi
  • Tieback Agreements, Jeff Creagan
  • Re: Sketches in Mathcad, engrathm
  • SW's w/ steel light gauge construction, Michelle Kam-Biron
  • Nail Popping, Roger Turk
  • RE: Wind, Paul Meyer
  • PCAcol BUGS, Michael Valley
  • Re: seaint Digest for 31 Jul 1999, Colin Blaney
  • SEAINT Listservice - So what have we accomplished???, Seaintonln
  • IBC 2000 Final Draft, James Bela
  • Chat Room Proposal, Shafat Qazi
  • Consultant Agreements, james korff pe pmp
  • Re: Wood truss deflection space, John Schenne
  • Progressive Collapse Design, James Lane, P.E.
  • Blue Book Revisions for Wood Framing, Seaintonln
  • 1997 UBC Equation 32-2, Rick . Drake
  • RE: SEAOC Seismic Design Manual Seminar, Roger Turk
  • check it out, Rbengrguy
  • Re: check it out (Deer Isle Bridge), Charles Greenlaw
  • Wire Rope Specifications, Waldemar Quiles
  • signature, Mark Webster
  • Rigid vs Flexible diaphragm discussion, Martin W. Johnson
  • UBC 1997 Seismic Provisions for Steel Buildings, Eddie Gonzalez
  • Re: Rigid vs Flexible residential diaphr, Roger Turk
  • All-Hazards Insurance Proposal in lieu of FEMA Disaster Aid has been tabled, fturner
  • FWD: "Virus", Joyce Fuss
  • Cantilever Columns, FSRahbar
  • RE: Rigid vs. flexible, Martin W. Johnson
  • Ceiling Collapse in Ca. School, fturner
  • Spacing of Expansion Joints in R.C Building, Soojin, Hur
  • Re: Story Drift: 1994 UBC vs. 1997 UBC, Greg Smith
  • Large Round Hollow Steel Sections, Joyce Fuss
  • CONCRETE COLUMNS, Ed Workman
  • Re: Bridge Bearing Pads, hmorera
  • Seismology Aug 13 Meeting: comments, Charles Greenlaw
  • Mathcad and or Excel, Joseph Harouni
  • 1633.2.5, ECVAl3
  • Precast walls, Todd . Hill
  • AISC Seismic Provisions, Eddie Gonzalez
  • Butt-Plated Column Splices, RainCat1
  • SEAOC Convention Panel discussion on Wood, Shafat Qazi
  • RE: Progressive Collapse Design - Brian McDonald, E.V. Leyendecker
  • Excel vs Mathcad, JPRiley485
  • SHAKE DOWN ANALYSIS, Milo Ketchum
  • Re: 1997 UBC - OMFs, Eddie Gonzalez
  • Glulam Beam Collapse Task Force in Sacto, fturner
  • RE: Employers Rights to your Spreadsheets, William Keil
  • parking sttructure live load, Mvpsc
  • RE: parking structure live load, Paul Meyer
  • STAAD III user needed, Phil Hodge
  • Invasive Testing, RShreenan
  • '97 UBC and Proprietary Shearwalls, Seaintonln
  • August 13th, Seismology Committee Meeting, Seaintonln
  • RE: Lateral Brace Deflection, Mark Gilligan
  • Chat room at 7:00 PM, Shafat Qazi
  • dll,exe, ini,etc, Greg Smith
  • Plan Irregularity - need advice, Seaintonln
  • Loose a file - Go Back in time and retrieve it, Seaintonln
  • Re: Mathcad and or Excel (Mathcad 8 Question), JohnOttCE
  • Framing & Walls Below, Joseph Harouni
  • RE: Mathcad and or Excel/Sketches in Mathcad, Russell Berkowitz
  • Mathcad vs Excel, CanitzCF
  • Wood: Are you as confused as I?????, Seaintonln
  • Determining Rho with a mixed system, Seaintonln
  • Re: AISC Section Database, John E. Alcaras
  • Bridge Pier Program, PEC - Lake City
  • Re: 1997 UBC 1806.6, FSRahbar
  • H/b ratio for Low shear walls, Seaintonln
  • Cable Design Software, Anthony Rotondo
  • RE: Quake in Turkey, Bill Allen
  • Taking Questions for Seismology Submission, Seaintonln
  • Daze of Confusion and Liability Issues, Seaintonln
  • RE: Fastening of Steel Stud Walls to Foundations, Jeffery Seegert (x 485)
  • Re: seaint Digest for 16 Aug 1999, Paul Ransom
  • Cold-Formed Joist Lap Splice Question, Ritter, Mike
  • Re: Wood: Are you as confused as I?????(sasquake), ECVAl3
  • RE: Cold-Formed Joist Lap Splice Question...One more time, Ritter, Mike
  • RE: Seismic design of block fences, Harold Sprague
  • SEAOC Blue Book C805.3 Lateral Force Distribution, Lynn
  • Concrete insert, Phil Hodge
  • AISC Database Posting, Parkerres
  • AISC Database, Parkerres
  • RE: AISC structural Database, Hershell Gill
  • Re: purlin stability (was Cold-Formed Joist Lap Splice Question), Paul Ransom
  • Turkey Earthquake, E.V. Leyendecker
  • Re:Turkey Earthquake - Another Web Site, E.V. Leyendecker
  • Seismic requirements for cladding, Jack_Creviston
  • Spreadsheet Title Blocks, Seaintonln
  • Steel Water Sorage Tank- Foundation Settlement Criteria, Lakhani, Sid
  • RE: Steel Water Storage Tank- Foundation Settlement Criteria, Ed Marshall
  • Masonry design seminar?, Khosrownia, Ghassem SPK
  • light gage framing supporting precast planks, Bibbs, David
  • Oxygen Gas Tank Foundations, Jeffery Seegert (x 485)
  • Re: Wood: Are you as confused as I am?, DRPFLY
  • 1999 SEAOC Convention in Santa Barbara, Williston L. Warren, IV - S.E.
  • Engineer needed in Canada - B.C. area, Seaintonln
  • Torsion Analysis - Wind vs. Seismic, Seaintonln
  • curved roof flashing against walls, Khosrownia, Ghassem SPK
  • Re: Water/cement ratio 1997 UBC, FSRahbar
  • Diaphragm flexibility: code history, Charles Greenlaw
  • NDT of concrete, George Ghaly
  • Block fences (Was: Seismic Design of), Roger Turk
  • RE: Lateral Bracing Steel Studs, Jeffery Seegert (x 485)
  • Re: Moment Frame Algorithms??, David Hall
  • Bracing of the compression flange for steel beams, Andy Costello
  • Structural fee for planetarium, John Dewar
  • Test (Please don't read DELETE), Khashayar Hemmatyar
  • Test #2 (Please delete), Casey Hemmatyar
  • virus warning, Btravlr
  • Turkey website, Richard & audra
  • Fwd: eeri-announce EERI Reconnaissance Investigation, FEMCCLURE
  • Turkey Earthquake, Survivors Lead Calls to Punish the Builders, FEMCCLURE
  • Turkey Earthquake and Moral Responsibilities, Nd1942
  • Cold Form Steel Member Design, Mark Oakford
  • Steel Building Evaluation, jojosee
  • Simple Y2K fix, Roger Turk
  • RE: Steel Building Evaluation (after a fire), carter
  • Bethspan Steel Joists, Zachary Goswick
  • Connectors, Fernando S Fonseca
  • Lap Splices for Restoration Projects, Jim Kestner
  • Near Source Zones Map (ICBO), dodgen
  • Elastic "shortening" of structural members., Solutions Research Centre (Malaysia)
  • PE Review Materials, Jennifer Dressler
  • Re: Near-Source Zones Map (ICBO), Rick . Drake
  • Stiffeners on bowed plate, Sherman, William
  • source for design of single angles in bending??, Khosrownia, Ghassem SPK
  • Back issues of MSC, JPRiley485
  • Do not forget to signup, Shafat Qazi
  • Design Manual - Vol. 1, Eddie Gonzalez
  • Fwd: eeri-announce Shah Prize Solicitation, FEMCCLURE
  • Conctere Strength, SONSUR2
  • RE: Concrete Strength, Novak, Dan
  • basement wall restrained by wood floor, Devlin, Dan
  • Wood design software program, George Ghaly
  • Basement wall restraint by wood, Jeffery Seegert (x 485)
  • Need some advise on Rigid Diaprhagm Analysis Results, Seaintonln
  • Concrete repair manuals, MRodrig273
  • SEAONC Seminar at PG&E, dodgen
  • Convention Wood Panel Update, Shafat Qazi
  • dynamics of structures, CL K
  • Re: BOCA, exposed concrete 4,500psi, Peieng5590
  • 1955 UBC, MRodrig273
  • Table 16-O - Horizontal Force Factors, ap and Rp, From the desk of Joe Otto
  • Required wall attachment to a flexible diaphragm., From the desk of Joe Otto
  • Concrete below base, jwalsh
  • presentation on Turkey earthquake in Santa Barbara in Sept., Harris3803
  • Plywood shear wall grade beam, Cheng Ming Chu
  • Mat versus Slab design, Jeffery Seegert (x 485)
  • rebar from 1971, David Handy
  • Rebar 1971, E.B.Davison, P.Eng.
  • Mat Versus Slab Design, James F Fulton
  • OMF's using joist-girders, Jim Bailey
  • My Appologies, Personal Message Re: presentation on Turkey earthquake in Santa Barbara in Sept., Majid Sarraf
  • Radiant heat/conc. floor, Mark D. Baker
  • Re: My Appologies, Personal Message Re: presentation on Turkey earthquake in ..., Harris3803
  • base plate design for tube and pipe columns, CAtkin3313
  • inquiry, Engr. Rios Prado
  • Firewalls, Chic Gilligan
  • Earthquake in Turkey, Rackmales, David N NAN02
  • ICBO LABC Map Info Page, Becker, Rick
  • Clipped Nails, David L. McCormick
  • truss plates and hanger nailing, Drew Morris
  • RE: Out of Plumb Trusses, William Keil
  • Re: Turkey EQ, vicpeng
  • Pennsylvania PE, nattamai mohanram
  • Sect 1632 Elements, Nonstructural Components & equip, Steve Privett
  • Structural Engineer magazine, Sue Davis
  • Re: 1997 UBC Deflection Requirements, Andrew Arnold
  • Topping out steel structures with a tree, Paul Meyer
  • Anchor Bolt/Nut Plug Weld, Frank Griffin
  • Engineering Software Output, John E. Alcaras
  • SEISMIC DESIGN to UBC'97, Julian Birch
  • Bridge Deck Coating, E.B.Davison, P.Eng.
  • Re: I need Indian codes reseller address., ravendra reddy
  • Re: Software for metal building system, ravendra reddy
  • Turkey EQ presentation @ SEAOC convention, Harris3803
  • A Good Masonry Design Book, Roger Turk
  • RE: 1997 UBC PROVISIONS FOR WALL PIERS, BDWOLF123
  • SEAOSC Dinner Meeting Sept 8, SEAOSC
  • Can GWB and plywd diaphragms be combined?, Darrell Hambley
  • Blow-off '97 UBC Drift Limit?, George Richards, P.E.
  • SEAOC Convention News, Shafat Qazi
  • What About The Welds???, Greg Brouwer
  • Repair of Damged Concrete, SMEZSEZ
  • Re: UBC 97, Equipment or Non-building Struct... Sects. 1612, 1632 and 1634, ShirishM
  • Anchor bolts project too far, Andy Costello
  • Graphing Equations with Excel, Jack_Creviston
  • Fwd: Technical Briefing Flyer - Posting Request, FEMCCLURE
  • Code Interpretation Time!, Dave Adams
  • Concrete Movement Joints, La Count, Curt
  • Topping out a steel structure with a tree and What About the Welds?, James Bela
  • Threshhold For Structural Engineering, Randy Russ
  • Re: Topping out a steel structure with a tree and What About th, Christopher Wright
  • STRAP_Software, Harshan Prabha
  • Something to think about Friends/Colleagues, John E. Alcaras
  • Re: HRSG flue stacks, Andy Costello
  • SAP2000 and STAAD III softwares, Solutions Research Centre (Malaysia)
  • RE: Threshold For Structural Engineering, William Keil
  • Re: [RE: SAP2000 and STAAD III softwares and STRAP too], Harshan Prabha
  • Structural Shapes and Codes in Brazil, Paul Martin
  • Minimum Temperature Reinforcement, Walter Sheen Paoli
  • Section 1633.2.6 & 1612.4, ECVAl3
  • Interim Guidelines (SAC 95-02 / FEMA 267), fabricio rosales
  • Software, Javier Encinas
  • Re: Minimum (or zero?) Temperature Reinforcement, NRoselund
  • Re: Stress in masonry flying buttress, NRoselund
  • Re: Stuctural s/w (was STRAP_Software), Paul Ransom
  • Cladding Design Codes/Manuals, John E. Alcaras
  • SEAOC convention early $$ rates extended & hotel info, Harris3803
  • Ram output to a color printer, Michael Sloey
  • Looking for bridge engineers, Pat Bachman
  • calculation pad, Joseph Harouni
  • ASR Repair, Mark Rodgers
  • Siporex, David Handy
  • ICBO on the web, NRoselund
  • UCI-CoLA Research, Amie Smith
  • Snow Loads, Barry H. Welliver
  • Visual Analysis, Antonio Arce
  • Los Angeles ASCE Forensic Engineering meeting, SCHFUN
  • Turkey Earthquake Reports and Photographs at MCEER Web Site, FEMCCLURE
  • Structural Engineer Salaries, CCab742283
  • Bond Beam Block System vs. Formed & Poured Tie Beam System, William Keil
  • Plywood Shear Walls On Metal Stud Framing, Skarin, Eric
  • AISC Quality Certification Program, Canitz, Charles F NAB02
  • Include parallel wall weight for shear?, Darrell Hambley
  • CORROSION OF JOIST HANGERS AND ROOF HARDWARE, Brennan Johnson
  • Long term effect of concrete esposed fual oil, ±è¾ç¼ö
  • Beams Supports, Renán
  • Steel Structures Painting Council, Blakely, Bernie
  • Re: CORROSION OF JOIST HANGERS AND ROOF, Roger Turk
  • Vendors wanted for the 1999 SEAO Fall Seminar, Mark Redlinger
  • "leave seaint", Rory Zack
  • Wind Tunnel Testing, Caldwell, Stan
  • 1991 NDS Values for Lumber, From the desk of Joe Otto
  • RE: Section 1633.2.6 and 1612.4, Swingle, Mark
  • RE: calculation pad (turkey eq and cal code), Swingle, Mark
  • 1999 SEAOC convention last day for early registration fee, save $50.00, Harris3803
  • Order of magnitude, JPRiley485
  • job inquiry, Engr. Rios Prado
  • Bridges, Cash
  • Re: Order of magnitude (was wind tunnel testing), RoyLevy
  • 1999 SEAOC Convention, Santa Barbara, Williston L. Warren, IV - S.E.
  • Stress-strain relationship for various steels, NRoselund
  • Perforated shearwall analysis, LGunaway
  • Perforated sheawall -addendum, LGunaway
  • Reinforced Masonry shear walls vs Concrete shear walls, Mustafa Taghdi
  • ADOSS users and Round vs. Square columns, Rbengrguy
  • Construction Specification Writing, Mark Gilligan
  • Fw: [wind_haz_mit] Re: Fw: Wind Tunnel Testing, JCohen
  • Alternative Load Combination in UBC97 (1612.3), Soojin, Hur
  • Looking for Definition of Long Span Bridge, Rogers, Robert
  • FEMA-302, Wladimir bassett A.
  • wood solutions fair - san francisco, buddy_showalter
  • Federal building code future, merrick group
  • Upcoming Seminars and Classes, Becker, Rick
  • Completly shearing a building (also answer to perforated shearwalls), Seaintonln
  • Wood - Distribution of Shear, Seaintonln
  • Re: Completly shearing a building (also answer to perforated shearwalls), BD2PE
  • Structural Material to sustain high temperature, SONSUR2
  • FEMA 302 and 303, Kassam, Eqbal M
  • CA98 and LA99 Building Code, Joseph Harouni
  • "leave seanit", Mazhar Mansoor
  • Re: Completly shearing a building (also answer to perforatedshearwalls), Seaintonln
  • EOR in California, George Richards, P.E.
  • 1/3 Increase for Wind, PEC - Lake City
  • Re: Completly shearing a building (also, Roger Turk
  • [no subject], George Richards, P.E.
  • GLB v. Open Webbed Steel Joists, David Pomerleau
  • Re:Alternative Load Combination in UBC97, Roger Turk
  • Re: No Subject, Rhkratzse
  • Career Opportunity, Livingston, Michael
  • Flame Cut Holes for Connections, RainCat1
  • Foundation Tie Beam Splices, Connor, John A NWK
  • Re: Completly shearing a building (also answer toperforatedshearwalls), BD2PE
  • Re: Completly shearing a building (also answer toperforatedshea, Christopher Wright
  • Hurricane Floyd - Updates and Information Request, James Cohen
  • CORRECTION Re: Hurricane Floyd - Updates and Information Request, James Cohen
  • Fp design value, David Adie
  • Long Span Bridge - Any Thoughts Out There in SEAINT World, Rogers, Robert
  • Steel Joists Girder Frames, Dave Morris
  • re/ Fp Values, Rick . Drake
  • More About 1997 UBC Fp, Rick . Drake
  • FEM software, AGHBAL YOUNESSE
  • RE: retaining snow loads, Jeffery Seegert (x 485)
  • Hurrican Floyd Update, James Cohen
  • Long Span Bridge - Any Thoughts Out Ther, Roger Turk
  • Post Tensioning and Distributed Loads, T. Eric Gillham PE
  • Steel storage rack memeber section properties, EDLStruct
  • RE: Steel storage rack member section properties, Paul Meyer
  • Conventional Lumber Diaphragms, NRoselund
  • Pole Embedment Formula, SDGSE
  • Ynt: Long Span Bridge - Any Thoughts Out There in SEAINT World, Sedat Sertoglu
  • Steel deck diaphragms, dave
  • Concrete in wall, what for?, Darrell Hambley
  • Steel bracing b/t, Uthoff, Steve
  • New Items Posted to WWW.SEAOC.ORG, Mark E. Deardorff
  • structural analysis programs wish list, merrick group
  • Recall: steel deck diaphragms, Yousefi, Ben
  • Re: Fw: NO SUBJECT * $800 is HOAX, Rlfong
  • [no subject], La Count, Curt
  • Viruses, Hoaxes and more - a personal request, Seaintonln
  • RE: slab joint filler, Sherman, William
  • [no subject], Francis . Ang
  • UBC 94/ Section 2211.5.1/ Column Strength, RainCat1
  • Re: Control Joints, Paul Martin
  • Sunken caisson, Motiwala, Khalid
  • Conc Spec Question, Canitz, Charles F NAB02
  • Split Ring Trusses and Epoxy Repair, Michael Zaitz
  • RE: Bronze design, Eugene Spevakov
  • 1997 UBC Section 1634 - Non-building Structures question, Ed Marshall
  • Temperary or permanent P.E. license in Washington D.C., qwu1
  • RE: Frost line issues, Jeffery Seegert (x 485)
  • Web Page, Bob Hanson
  • Re: Please add subject lines, Seaintonln
  • Autocad 2000 R2, Seaintonln
  • SGI?, Joseph Harouni
  • grade of reinforcing steel in the 20's, MRodrig273
  • '97 UBC Lateral Design - Envelope Solutions????, Seaintonln
  • '97 UBC Design - Are you too old to change your ways???, Seaintonln
  • SAE rated hydraulic piping, Robert Rollo
  • NCEES Str. II Exam, John C. Jones
  • Rehabilitation of bridges, AGHBAL YOUNESSE
  • Taiwan Earthquake Photos, Roger Turk
  • Re: Please add subject lines, delete quo, Roger Turk
  • RE: Seismic zones and design values in Mongolia, Paul Meyer
  • WE'RE ALL IN THE SAME BOAT, sasquake
  • WE'RE ALL IN THE SAME BOAT: Sorry About That!, sasquake
  • Adoption of 1997 UBC, RainCat1
  • License in D.C, qwu1
  • WE'RE ALL IN THE SAME BOAT: Walking on Water, sasquake
  • BIG EYE IN THE SKY ?, Bobeng
  • Natural Hazards Map, Sue Davis
  • Modern Steel Construction, Jack_Creviston
  • WE'RE ALL IN THE SAME BOAT: Our Shipp Came In, sasquake
  • Re: Steel in very cold temperatures, Fountain Conner
  • Taiwan EQ, Francis . Ang
  • Re: KeyLat software, NDZ28
  • Advice on MBS please, David Puskas
  • Re: Salary Survey, L. Thomas Bayne
  • use acad coordinates, merrick group
  • Keylat wood analysis and autocad coordinate download to excel, merrick group
  • RE: Untreated Sill Plates, Randy Hamilton P.E.
  • Envelope Method, SThompsonB
  • Wood Panel Discussion on Sat October 2, Shafat Qazi
  • excel macro fetching autocad coordinates, merrick group
  • Are you too old to change your ways?, ASQUILALA
  • Steel Floor Plate, Zachary Goswick
  • Re: '97 UBC Lateral Design - Envelope Solutions???? Calmed down reply, Seaintonln
  • Re: Open Walled "Shed", vicpeng
  • WE'RE ALL IN THE SAME BOAT: So, Mates! What Have We Accomplished???, sasquake
  • Seismic load path, Richard Lewis
  • Channels - Weak-axis bending, Frank Griffin
  • RE: 97 Code is a Life Safety Standard, James Allen
  • FEMA 310, Constantine Shuhaibar
  • SEAONC October'99 Newsletter posted, Constantine Shuhaibar
  • RE: '97 UBC Lateral Design - Envelope Solutions???? Calmed down r eply, Swingle, Mark
  • WE'RE ALL IN THE SAME BOAT: One of the Greatest Adventure Stories of All Time!, sasquake
  • Inspection of post tensioned tendons, AGHBAL YOUNESSE
  • Roof Joist Anchorage, Kipp Martin
  • Rigidity of a Disc or Annulus, vicpeng
  • seaint-return@se (no subject), FEMCCLURE
  • Re: '97 UBC Lateral Design - Envelope Solutions???? Calmed down reply, Ed Workman
  • Re: '97 UBC Lateral Design - Envelope Solutions???? Calmed down, Ed Workman
  • Computer Program "Florida Pier", M. A. Mufti
  • Re: seaint Digest for 24 Sep 1999, Paul Ransom
  • Re: Completly shearing a building (alsoanswertoperforatedshearwalls), chuckuc
  • perforated shearwalls, chuckuc
  • UBC 1988 VS UBC 1997, Alex Nacionales
  • Rigid Diaphragm Analysis for Plywood Shear Walls, RShreenan
  • NCSEA to Present LRFD Program, Benjamin Baer
  • Re: WE'RE ALL IN THE SAME BOAT: One of the Greatest Adventure Stories of All Time!, Greg Smith
  • RE: [used to be] Channels - Weak-axis bending [now it's LRFD and ASD], carter
  • [Fwd: FW: Virus - Y2Kcount.exe], Charley Hamilton
  • Design of Wood Structures, 4th Ed., Kipp Martin
  • Taiwan EQ presentation @ seaoc convention, Harris3803
  • curved tube steel shapes, Dan Vines
  • wind gust response, Aya-Welland, Ruben A.
  • Steel Books, HP14X73
  • Convention Update, Shafat Qazi
  • RE: [used to be] Channels - Weak-axis bending [now it's LRFD an, Christopher Wright
  • Re: Salary Survey/ Code rant, Charles Greenlaw
  • Parking Garage, PEC - Lake City
  • RE: building demolition trough implosion by explosives, Harold Sprague
  • Formation of plastic hinges, AGHBAL YOUNESSE
  • Structural Software, Randy Diviney
  • wood roof venting, Matthew Jordan
  • The Engineer's Song, Lao, Larry
  • Containment Steel, Robin Fried and Robert Shaffer
  • Threaded Stainless Steel Rod, CanitzCF
  • Cambering Beams, Blakely, Bernie
  • Re: '97 UBC Lateral Design - Envelope Solutions???? - Part 2, Swingle, Mark
  • Re: '97 UBC Lateral Design - Envelope Solutions???? - Part 1, Swingle, Mark
  • diluting engineers, Rbengrguy
  • [no subject], Randy Diviney
  • Re: Enercalc, Paul Martin
  • [no subject], David Puskas
  • AASHTO ASD/LFD, Chris Towne
  • RE:, Al Grathwol
  • RE: Enercalc Software, Paul Rohrer
  • '97 SEAOC Blue book, Paul_Reilly
  • [no subject], fturner
  • Shoddy practice, fturner
  • Wood structure with wood diaprhagm - question on disconntinuity, Seaintonln
  • September 30, 1999 Mexico´s Earthquake, fabricio rosales
  • RE: September 30, 1999 Mexico´s Earthquake, Mark Rodgers
  • threads paper, carter
  • 350 plf limit of 2x sill, Darrell Hambley
  • SSPC SP3, Scott Maxwell
  • SEAOC Seismic Design Manual Vol. 1, Michael Sloey


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