SEAINT Mail Archive 2002 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 2449
  • Re: Min. Reinforcement in Pedestals, Syed A Masroor
  • RE: Increase of f'c over time, Barclay, George
  • WISHES, Ampuero, Jhon
  • Crane Rails, MKnight
  • 12/31/01 ENR Article, Matthew Stuart
  • AISC Eccentric Bolted Connection Tables, Markajohn
  • Fu for A-992 Steel, Jim Kestner
  • RE: General Purpose Strutural Software, Joyce Fuss
  • Guam building code ??, Rick . Drake
  • Shear Tabs Connections with slotted holes, Jim Kestner
  • RE: Building the longest Cabled Stayed Bridge (in U.S.), Kimm, Victor
  • Need Technical info on Montreal Olympic Stadium, Ken Byrne
  • Wood Shearwall Deflection Calcs, Gerard Madden
  • test, Helen Zhou
  • seismic restraint at mechanical units, Joseph R. Grill, PE
  • RAM Programmer Interface, Terry Triest
  • Recall: test, RISSELL, MICHAEL E [Non-Pharmacia/1000]
  • Ethic's Question, David Gorton
  • Live Load Reduction, Mitchell J. Sklar
  • geometric design of pedestrain bridge, Calvin Chang
  • SEA Membership, Mary Hoppe
  • Design Loads for Residence, M. David Finley, P.E.
  • [no subject], Canitz, Charles F NAB02
  • Ethics Question, Michael Hemstad
  • Min concrete cover of reinforcement for swimming pool, Helen Zhou
  • BOCA 1999, Albert Meyer
  • Min. Concrete Cover for Swimming Pool, syed faiz ahmad
  • Re: Business Opportunity, Marketing Dept
  • Re: AISC on-line chats, vicpeng
  • Structural Engineering Failures, Benjamin Baer
  • ASCE 19, Jake Watson
  • Torsion in wide flange shapes, Harper, Mark
  • A 36 steel vs A992, Robert M. Hanson
  • wood beam-to-beam & beam-to-column mortise-tenon connections, Haan, Scott M.
  • Cold Formed Joists, Bob Ross
  • FRP wall panels - deflection limits, IMarinovic
  • wood frame bldg deformation and windows, regis king
  • wood frame building deformation, Bob Freeman
  • Permissible Sulfate Content in Concrete, John Joman
  • Fatigue and Bowling Pins, Balmer James
  • Mathcad 2001 Professional & 2001i Professional, M. David Finley, P.E.
  • Off Topic: Construction Humor, Caldwell, Stan
  • Structural Pipe-Flange Connections, Nels Roselund, SE
  • Chicago Area Snow Loads, Trent Nagele
  • hollow clay tile, Mark Baker
  • RE: Measurement of Viscosity, George Richards P.E.
  • UBC 2213A.8.3.1, RainCat1
  • Need ASTM Equivalents, Kipp . A . Martin
  • Bridge Classification, C M Iqbal
  • Adding brick shelf support to grade beam, richard lewis
  • Drawing Requirements, Gerard Madden
  • Construction Humor Followup, CarlS95
  • SEAOC 2002 Convention -- Call For Papers, Mlcse
  • SEAOI Excellence in Structural Design, Rbengrguy
  • Structural Engineer Looking for Opportunity, James Lane, P.E.
  • Steel Moment Frames Connections-FEMA350, Sunil Gupta
  • AISC T.R. Higgins Award, Carter, Charlie
  • OSHA stair landing requirement, Ken Peoples
  • Wind pressure software, Ken Peoples
  • ASTM 53, vicpeng
  • Operating System Reccomendation Sought, Keith De Lapp
  • RE: Operating System Recommendation Sought, Caldwell, Stan
  • sap2000-nonlinear dynamic analysis, george pavlides
  • Cad Position in San Jose, Gerard Madden
  • Net uplift on joists and joist girders, Alden Manipula, E.I.T.
  • Warning to HP Calculator Users, Adair, Joel
  • Import PDF into AutoCAD, John Whitty
  • FEES, Juan José Treff De la Mora
  • Anchorage to Concrete, Reza Dashti Asl
  • Technical Aspect?, Dr. Valentin Shustov
  • Ductile Concrete Shear Walls, Tom Higgins
  • job, KTarlow
  • Warning to HP Users, Bruce Davison, P.Eng.
  • Re: Re[2]: Net uplift on joists and jois, Roger Turk
  • Out-of-plane forces on concrete tiltup, or masonry walls, Dan Goodrich
  • Re: Foundation investigation, Tom Higgins
  • Re: Foundation Underpinning, Tom Higgins
  • Re: Freezer building - thermal break, Tom Higgins
  • Q: "Stick-Built" Metal Building?, Roger Turk
  • RE: "Stick-Built" Metal Building?, Jim Kestner
  • "Stick Built Metal Building", Bruce Davison, P.Eng.
  • wood screw callout, Mark Baker
  • Re: seaint Digest for 17 Jan 2002, Dr. Valentin Shustov
  • Ad: upcoming AISC seminars -- seismic, Carter, Charlie
  • z-shaped wood panel shearwalls?, Haan, Scott M.
  • Illinois SE EXAM, Rbengrguy
  • dynamic effect of fluids stored in tanks, FAIZEE Faizal Rahiman [HIAF]
  • Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
  • Virus warning - gelca - using seaint addresses, Peter James
  • Announcement: New Data available, Shafat Qazi
  • Cap Beam Shear Wall System, Michael Bryson
  • RE: Load under soffit, George Richards P.E.
  • Re: virus warning -gelca-, Roger Turk
  • Question about seismic lateral deflection, Cliff Schwinger
  • Tilt-Up Panel Base Connection to Footing, Matthew Stuart
  • painting and coatings, Melnick, Scott
  • Tilt-up panel connection at base, HBAP
  • RE: Warning to HP Calculator Users - Repair Address, Donna Gochenaur
  • Off Topic - No Humor, Padmanabhan Rajendran
  • Concrete design flowchart, George M Ghaly
  • RE: Design flowcharts, Gerard Madden
  • Load Indicating Washers., vicpeng
  • Belleville Washers, vicpeng
  • Structural Peer Review Service, Matthew Stuart
  • curtain wall definition, fred flintstone
  • Non-shrink grout at steel columns, Albert Meyer
  • ~Please help, SCENG
  • RE: Grouting CMU walls, Albert Meyer
  • Stopping That Truck !!, Caldwell, Stan
  • Re: Construction Humor Addition, ECVAl3
  • SEISMIC PERFORMANCE OF INTEGRAL ABUTMENTS, Waldemar Quiles
  • braced frame - double angles in ETABS, Gina Gobo
  • Dual system combined concrete shear wall/concrete SMRF, Tom Higgins
  • Foundations, Martin N. Pohll
  • Flat-plate structure - sway analysis, Dr. Prasad
  • Beam Connection Design, Mark Seifried
  • Existing Brick Anchorage, Canitz, Charles F NAB02
  • RE: Why The Last Minute Building Code Issues in 1999? (was "Quest ion about seismic lateral deflection"), Albert Meyer
  • Seismic zone in DR, Javier Encinas
  • Vibration Problem, David Compton
  • HP demise story???, Rbengrguy
  • Please take off mailing list, SCENG
  • RE: Mass Lumping, Sandip . Gatkal
  • Concrete slab spec, David Williams
  • Brick Dome Design, JEFF CORONADO
  • P-Delta analysis, maaz siddig ibrahim
  • AB 640- CCC POWER GRAB TO SHUT DOWN CONSTRUCTION/DEVELOPMENT, Nick Arenson
  • IBC Load combinations, Jake Watson
  • SWEDE BEAMS, syed faiz ahmad
  • EMPIRICAL RELATIONS FOR THICKNESSES., syed faiz ahmad
  • RE: SWEDE BEAMS/THANX, INDEED!!, syed faiz ahmad
  • Subject: Snow Loads on existing roofs due to the addition of New Mechanical Equipment., Hyndman, Keith
  • Determining Domestic Steel, Randy Diviney
  • Wind Speed in Samoa?, Dan Goodrich
  • online study, Naief Al-Hazmi
  • Job Opportunity - VDOT Commissioner - REALLY It's TRUE!!, Jonathan Mallard
  • Bomb Blast proof structures, Ed Najjarine
  • NON-EXPENSIVE SOFTWARE, Juan José Treff De la Mora
  • SHALLOW FOUNDATIONS, Juan José Treff De la Mora
  • Anchor Bolt Splice, Drew Randolph
  • Air Ducts in Slabs-on-Grade ?, Caldwell, Stan
  • Recall: Bomb Blast proof structures, Pat Symons
  • IBC & ASCE 7-98 Wind, Conrad Guymon
  • Re: AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, Tom Higgins
  • Re: Flat Slabs, Tom Higgins
  • Overchute design, Julian Chu
  • Repost: Splicing of precast concrete piles, Gunnar Hafsteinn Isleifsson
  • Fp, Equipment Seismic Load, RainCat1
  • Repost: Splicing of precast concrete pil, Roger Turk
  • Re: Fp, Equipment Seismic Load, Follow Up Question, RainCat1
  • Table 16A-K or 16-K of 1998 California Building Code?, Cheng, Peter
  • Collateral ceiling load, David Williams
  • Wind load on parapets, Reza Dashti Asl
  • NDS Flat Use Factor, Nels Roselund, SE
  • Code Interpretation, RainCat1
  • Enhanced Metafile, testing, Szuchuan Chang
  • Minimum Flexural Strength of Columns, Alex C. Nacionales
  • Slab on Grade for Light Industrial, Balmer James
  • old "unfinished" and "finished" bolts, Dave Evans
  • [Fwd: Wind Load on Parapets], Daryl Richardson
  • Omega for Wood Shearwall Hold-Downs, Gerard Madden
  • Thank You All, Terangue E. Remengesau Gillham
  • Slab Embedment Question, CanitzCF
  • Repost: Flat-plate structure - sway analysis, Dr. Prasad
  • Use of precast conc. columns to support steel beams and other iss ues, Albert Meyer
  • elevator hoist beam, David Adie
  • Floor slab on grade, Kevin Below
  • RE: Bolt perforations, Carter, Charlie
  • Seismic evaluation of an old concrete building, Kevin Below
  • Off subject: US Dollar bill, D B AMIN
  • Screen Floor design parameters, Ken Peoples
  • Long Building in Zone 3, Meyer, Jonathan
  • Charlie Carter - Congrats, Sprague, Harold O.
  • Structural II Exam, Joseph R. Grill, PE
  • RISA Question, CanitzCF
  • Visual Basic, Keith De Lapp
  • Snow load - Projected or sloped?, Julian Chu
  • Lack of Drafters, Gerard Madden
  • HP calculator story, Rbengrguy
  • Column Stiffeners, Alex C. Nacionales
  • P-Delta Analysis(clarification), maaz siddig ibrahim
  • FW:HUMOUR IN ENGINEERING!! :OFF TOPIC/ Why Women Marry Engineers, syed faiz ahmad
  • live load in ASSHTO, chuanming zhang
  • Re: Lack of Drafters + another issue, Rbengrguy
  • pool pour joints, PFFEI
  • Joining Concrete made with different aggregate, mark francois
  • RE: Crack Control Joints - Unreinforced Slab on Grade, Jim Kestner
  • Crack Control Joints - Unreinforced Slab, Roger Turk
  • Request for Scope of Work, Reynold Franklin
  • Rebar splices in tension zones, John Holliday
  • UBC 1808.2.2, Mark Baker
  • HP Calculators Not to Worry, Rbengrguy
  • Crack witdths in slabs on grade, Gunnar Hafsteinn Isleifsson
  • Bomb Blast Resistant Structures, Himat Solanki
  • Modeling Spread Footings for buildings, Alex C. Nacionales
  • Code changes to amplification of ground acceleration, Sherman, William
  • Horizontal Tank Concrete Saddle Design, JamesFulton
  • Fixed Column Base, Jim Kestner
  • x-bracing connections, Ron Hill
  • ICBO IBC & IRC Seminars in L.A. 3/4-5, Becker, Rick
  • Crack widths in Slabs on Grade, Himat Solanki
  • Re: Modeling Spread Footings for buildings, syed faiz ahmad
  • Copy of UBC 97 Table 16A, Elias Coury
  • Starting a career, Eugene K. Suk
  • TLC show - World Train Center: Anatomy of the Collapse, Albert Meyer
  • Acrobat Writer, SEAINT List
  • Church Pews on a Wood Framed Balcony, Jenkins Engineering, Inc.
  • Post-Installed Mechanical Anchors in Concrete, Nels Roselund, SE
  • IBC soil profile, Sherman, William
  • RE: Request for Scope of Work/pages faxed!, syed faiz ahmad
  • Re: About Bowles, syed faiz ahmad
  • Reconnecting "vicpeng", Jim Warne
  • Re: AUTOCAD: Getting The Text Size Right, HAWNENG
  • SEAOC 2002 Convention --- What subjects would you like to see presented, Mlcse
  • 16" O.C. Spacing, FSRahbar
  • Books, Himat Solanki
  • Conversion of a file, Roger Turk
  • Re: Acrobat Writer [and Reader], Roger Turk
  • Light Pole Failure, Steve Hiner
  • Question about headed studs on small steel beams, Cliff Schwinger
  • ACI 318 paragraph 21.2.5, Foy, Warren
  • 1997 UBC 2320.2 & 1605.2, Steve Hiner
  • re: 16" stud spacing, David Williams
  • RE: 1997 UBC 2320.2 & 1605.2 - how to tell if your plan reviewer is really looking at the plans, Haan, Scott M.
  • Nut Pull Through, John Schenne
  • RE: Methods of Injection of Cracks in Concrete: Which Is Preferre d?, Sherman, William
  • RE: 1997 UBC 2320.2 & 1605.2 ---> IBC 2308.12 & 1617.6.2 & 1617. 6.3, Haan, Scott M.
  • Re: 1997 UBC 2320.2 & 1605.2 ---> IBC 2308.12 & 1617.6.2 & 1617. 6.3, Jnapd
  • take me off your email addresses, Marion P. Phillips
  • through-truss without top chord bracing, Ken Peoples
  • Steel Structures seminars, Bob Shaw
  • DWGs IN POWERPOINT, Juan José Treff De la Mora
  • reinforcement splices, John Holliday
  • RE: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how t o tell if your plan reviewer is really looking at the plans, Haan, Scott M.
  • Pedestrian Bridge bearings, Michael Hemstad
  • Need help on issue that has been discuss, Roger Turk
  • Mechanical Equipment - Live or Dead, Dennis Wish
  • 1970's Panelized Roof - Question, Dennis Wish
  • Re: IBC 1617.6.2 & IBC 1617.6.3--1997 UBC 2320.2 & 1605.2 - how to tell if yo..., Riker222
  • Re: Need help on issue that has been discussed before, sscholl2
  • Causes of a "fatal flaw?", Gil Davis
  • that old Nigerian scam again, Swingle, Mark
  • IBC vs NFPA5000 (Was IBC 1617.6.2...), Tom . Hunt
  • LASER PRINTER, Juan José Treff De la Mora
  • Valentines Day Mathematics, Caldwell, Stan
  • Re: Valentines Day Mathematics, syed faiz ahmad
  • Applicatino for your Palm, struct
  • 97 UBC 2213.8.5 - mechanical penthouses=stories? braces have str ength for OMEGAo*Eh/1.4 or OMEGAo*Eh?, Haan, Scott M.
  • Footing bottoms relative to the frost line, Albert Meyer
  • Bottom of footing depth, Albert J. Meyer, Jr.
  • "Unbraced Top Chord" Pedestrian Bridge Reference, Jim Warne
  • Partial Collapse of Convention Center Addition in Pittsburgh, Caldwell, Stan
  • Re: Mechanical Equipment - Live or Dead/AFTER ANSI A58.1-82, syed faiz ahmad
  • Re: 97 UBC 2213.8.5 - mechanical penthouses=stories? braces have str ength f..., Mlcse
  • Cracks in elevated slabs?, Hyndman, Keith
  • RE: Partial Collapse of Convention Cente, Roger Turk
  • Tolerances for Cast-in-Place Concrete Walls, John Goodman
  • RE: Tolerances for Cast-in-Place Concrete, Albert Meyer
  • Q: Tolerances for Cast-in-Place Concrete, Roger Turk
  • IBC & IRC Seminars 3/4-5 in L.A., Becker, Rick
  • Will work for food, Gerard Madden, PE
  • 1970s Panelized Roof, Roger Turk
  • RE: ASTM D 2393, Scott, William N.
  • Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6.2. ..), Haan, Scott M.
  • gap below base plates, Ken Peoples
  • Aluminum 6063-T52 allowable bending stress, Ken Peoples
  • Intellicad vs Autocad, Gerard Madden, PE
  • Steel Lintel Bearing on Masonry Wall, Dave Nuttall
  • Fwd: looking for a structural engineer in Sacramento, CA, Shafat Qazi
  • Now I am in a REAL jamb!!, Lynn
  • What is the status of the IBC in California, Dennis Wish
  • 8" STONE VENEER ATTACHMENT, Pat Clark
  • FEA REFERENCE, Juan José Treff De la Mora
  • [no subject], Arteaga, Ulises
  • ASCE 7-95 Partially Enclosed Buildings, Balmer James
  • friction between wood & steel, Arteaga, Ulises
  • Re: Spike Milligan, ECVAl3
  • Roof top Mech. Screen, richard lewis
  • Fw: first time in the list, Fabio Zárate
  • first time from Argentina, Fabio Zárate
  • Measurement of Concrete Reinforcing Bar Length, Mark D. Anderson PE
  • Your TV viewing, Rbengrguy
  • WTC TV program, Rbengrguy
  • Request for feedback, Carter, Charlie
  • [no subject], José Sebastian Vallejo Herrera
  • Re:, vicpeng
  • Hydrocarbon encapsulation, GSKWY
  • mail delivery error question, Glenn Otto
  • Bolted beam splice connection, Alden Manipula, E.I.T.
  • Plywood Floor Diaphragm Shear Values, Paul Crocker
  • FEA AGAIN, Juan José Treff De la Mora
  • Re: B.C. Structural Engineer of Record,, John MacLean
  • Primary Responsibility, Syed A Masroor
  • what is it?, Pat Clark
  • Why Buildings Collapse, Ryan Lawton
  • Information about role duties of structural engineer, harshad korde
  • seismic water pressure in water tanks, yilmaz yuva
  • Invitation to the building industry for Building Safety Week, Yousefi, Ben
  • slabs vibration, Puebla Raul
  • [Fwd: Station Square Structural Failure], Daryl Richardson
  • Lumber Standard, sharonb
  • What's the thickness of a continuity plate, Yip, Kenny
  • Invitation, Fabio Zárate
  • Re: Problems with 'List Server', Christopher Wright
  • Topographic Information, Paul Feather
  • List in Digest Form, Jamie Heupel
  • Re: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6.2. ..), Tom . Hunt
  • looking for CCELL program, Dave Evans
  • (Off Topic) Railroad Gauge, Dave Adams
  • RE: Alaskan Engineers read ->RE: IBC vs NFPA5000 (Was IBC 1617.6. 2. ..), Haan, Scott M.
  • Re: Q: Anchorage to Concrete, Ed . Haninger
  • New Masonry on Existing Slabs on Grade, Zachary Goswick
  • Steel Arch bridges, Waldemar Quiles
  • Re: List Process Problem(s), Dennis Wish
  • bridge design software, Phillip Rogers
  • RE: Railroad Gauge (Mr. Sharp), Dave Adams
  • Cm, Mark Pemberton
  • notches in compression side of wood rafters for ventilation, Pat Clark
  • Structural CAD for AutoCAD 2002, AShao89362
  • Information on design of steel chimneys, harshad korde
  • 3rd Request, Laurie & Ron Curtis
  • Pre-Engineered Metal Bldg. Manuf.- Toronto, JamesFulton
  • Anchorage to Hollow Clay Tile, Paul Feather
  • Where can I get a copy of TID-7024, Kipp . A . Martin
  • cellular concrete fill, Michael Hemstad
  • RE: Fire Rating, Scott, William N.
  • Clay tile weights, Paul Feather
  • Rigidity, LEDSTRUCTURES
  • RE: REPOST: Steel Lintel Bearing on Masonry Wall, Albert Meyer
  • GuideLines for Peer Review of Structural Calculations and Project Review, Munoz, Pedro
  • Concrete topping over wood joists, Kevin Below
  • REPOST: Steel Lintel Bearing on Masonry, Roger Turk
  • SAP2000, Mark Pemberton
  • Cavity Wall Lintel Bearing for Veneer, Jim Kestner
  • RE: GuideLines for Peer Review of Structural Calculations and Pro ject Review, Gary Ehrlich
  • New ACI publications, Sherman, William
  • 2, 3 & 4 ply trusses, David Williams
  • Stamping drawings & calculations, v . t . eskelsen
  • Interesting Internet Connection Freeware, Caldwell, Stan
  • Standing Seam Copper Roof, Michael Bryson
  • RE: Interesting Internet Connection Free, Roger Turk
  • AE Firms in Spain, Adranly, Samar
  • Check out this structural connection!, Cliff Schwinger
  • New - Blast Resistance Structures Listservice, Dennis Wish
  • Horizontal Force Factors - Ceiling Hung Conveyor System, Robert J. Amoruso, P.E.
  • Rastra, thomaslong
  • SEAOC 2002 Convention --- Last Call for Papers, Mlcse
  • 2000 IBC - Precast concrete piles, Rick Burch
  • Rastra HA HA, thomaslong
  • FW: [Fea] SAP 2000N, Dennis Wish
  • Structural Steelwork, Vijay K. Patil
  • Fw: ESTRUCTURAL STEEL WORK, Fabio Zárate
  • Re: Check out this structural connection, Roger Turk
  • PLATE BASE, FRANCISCO HUERTA
  • Use a lot of W Shapes? Here's something useful!, Cliff Schwinger
  • Structural Review Workshops at LA and SF Bay Area, StructuralReview
  • TI 809-04, Jason Kilgore
  • [no subject], John Goodman
  • RE: Rules of Thumb, Carter, Charlie
  • [no subject], Enas, Gordon
  • Re:, FSRahbar
  • Frames in Griffel, BOYLES, LAWRENCE G. (JSC-ES2) (LM)
  • Re: Concrete slab repair, Jnapd
  • Steel rules of thumb, Carter, Charlie
  • Column reinforcement splices, John Holliday
  • Please remove from list, JJNespor
  • Please remove me from this list, Thomas Long
  • Anchor Bolts in Residential Footings, George Richards P.E.
  • Re: SEAINT List Server Becoming Less Functional?, Rick . Drake
  • Expansion Joints, Vijay K. Patil
  • RE: Levelling plates or shims ?, Sprague, Harold O.
  • Re: Interesting Internet Connection Freeware (fwd), Scott Maxwell
  • Wood Truss Connection Design, richard lewis
  • RE: SEAINT List Server Becoming Less Functional?/disagree!!, syed faiz ahmad
  • Steel Lintel Bearing on Masonry, Michael Hemstad
  • Extended rules of thumb, Roger Turk
  • RE: ACI publications, Sherman, William
  • RE: STRUCTURAL STEEL: Large Pipe Column?, Scott, William N.
  • RE: SEAINT List.... RESPONSE to Bill Polhemus!!, Jonathan Mallard
  • Re: SEAINT List Server Becoming Less Fun, Roger Turk
  • AASHTO: What Are The Corresponding Mater, Roger Turk
  • Opinions Please: Composite Beam/Deck Slab, Keith Fix
  • OSHA 4 bolt anchorage, Albert Meyer
  • IBC Firgure 1609.6.1 -- simplified low-rise wind main-frame -- e nd zone wind pressure @ each corner @ same time?, Haan, Scott M.
  • RE: Anticipate construction loadings?, Sprague, Harold O.
  • Re: Intellicad vs Autocad & AOL CD Recycling, Rlfong
  • Re: AASHTO: What Are The Corresponding Material Specs?, syed faiz ahmad
  • Construction wind velocities (was Levelling plates or shims ?), Paul Ransom
  • Metal building frames blown over (was Levelling plates or shims ?), Paul Ransom
  • Re: Construction wind velocities, ADFPE
  • Two questions, Padmanabhan Rajendran
  • Dumb Old Guys, Roger Turk
  • RE: Construction wind velocities (was Levelling plates or shims ? ), Sprague, Harold O.
  • Masonry Control Joints, Jim Kestner
  • RE: Metal building frames blown over (was Levelling plates or shi ms ?), Sprague, Harold O.
  • RE: Metal building frames blown over (was Leveling plates or shi ms ?), Effland, Greg
  • San Jose invites you to particpipate in Building Safety Week, Yousefi, Ben
  • SS bolts combined shear and tension, Ken Peoples
  • Job Opportunity, Scott McLeod
  • Request for Information, kevin carroll
  • light gauge metal welding, PFFEI
  • RE: You are not "Dumb old guys"--if you are you don't know it, Haan, Scott M.
  • [no subject], José Sebastian Vallejo Herrera
  • RE: Metal building frames blown over (was Levelling plates or shims ?), Mark Gilligan
  • RE: Construction wind velocities (was Levelling plates or shims ? ), Carter, Charlie
  • Re: Masonry Control Joints/Codal Requirements!, syed faiz ahmad
  • Re: Metal building frames blown over, Paul Ransom
  • Ray Pugliesi/Degenkolb is out of the office., pugliesi
  • Dome Shaped Roof, Alex Gutz
  • OSHA 4-bolt anchorage, G. Bunkers
  • aluminum welding, SEAINT List
  • Screw Capacities., vicpeng
  • Fwd: FW: marriage game/OFF TOPIC-- IN LIGHTER VAIN!!, syed faiz ahmad
  • Drilled piers vs piles, Sherman, William
  • Field problems, Alden Manipula, E.I.T.
  • Masonry Wall Anchorage to Flex. Diaph., hari A
  • METAL BUILDING DESIGN METHODS, Juan José Treff De la Mora
  • Void Forms, Jason Kilgore
  • RE: How Do You Interpret 1997 UBC Paragraph 1607.1?, George Richards P.E.
  • UBC: How Do You Interpret 1997 UBC Parag, Roger Turk
  • Wide Shallow Beams, Jeff Creagan
  • RE: More on Void Box No-No, Caldwell, Stan
  • Re: UBC: How Do You Interpret 1997 UBC P, Roger Turk
  • Teak wood, LEDSTRUCTURES
  • RE: Backing Bars at CJP welds on Special Moment Frames Joints, Carter, Charlie
  • Insurance, Gerard Madden, PE
  • dead load resisting - Perforated shear walls - published design example?, Haan, Scott M.
  • RE: dead load resisting - Perforated shear walls - published design example?, Ellen Eastgate
  • RE: dead load resisting - Perforated shear walls - published d esignexample?, Haan, Scott M.
  • PS: Insurance, Roger Turk
  • High Cost of Professional Reference Material - was Re: Backing Bars .., Ray Pixley
  • New AASHTO design load case, Michael Hemstad
  • Re: Cost of AWS D1.1 (was RE: Backing Bars at CJP...), Rick . Drake
  • Re: Cost of AWS D1.1 (was RE: Backing Ba, Roger Turk
  • concrete of forty years old, rpuebla
  • Boussinesq analysis, Michael Hemstad
  • FEMA 355, Sprague, Harold O.
  • looking for a CE / SE--who do you know?, desi j kiss
  • steel plate bridging, (road plates, trench plates), Peieng5590
  • Corley Testimony on WTC Analysis, Pappas, Glen Lt Col USAF
  • High Cost of Professional Reference Material - was Re: Backing, Jim Getaz
  • High Cost of Professional Reference Mate, Roger Turk
  • 1038 steel properties, Ken Peoples
  • Question !!, Steve Mrzlecki
  • New AASHTO load case, Michael Hemstad
  • SEAOI contst deadline approaching, Rbengrguy
  • Fwd: ENGINEERING V/S MANAGEMENT/OFF TOPIC!!, syed faiz ahmad
  • Irvine, CA Concrete Strengths, Jeff Creagan
  • Re:Question!!, Greg Smith
  • WTC, Williston L. Warren, IV - S.E.
  • Website, Gerard Madden, PE
  • New Residential Listservice - Wood and CFS Framing, Dennis Wish
  • RE: LPILE or Other (Laterally Loaded Pile Analysis), Rogers, Robert
  • dead load deflection of a cast-in-place concrete system, Matthew Stuart
  • Crack control in slab, Samir Ghosn
  • Frost Heave, Todd Hill
  • bolt bending and shear, Ken Peoples
  • Re: how to make a web site for your business, pierre kassaa
  • RE: IBC Siesmic Loading, Lutz, James
  • HSS to WF connection, Michael Hemstad
  • SURPRISE SETTLEMENT EVENLY SPLITS MICROSOFT, Caldwell, Stan
  • spreadsheets for moment distribution method, takshak_ad1
  • PDH Online Course on FL Board's Laws and Rules for PE, Overton Green
  • Re: IBC Seismic Loading, Rlfong
  • How to Create PLT File from a PDF file?, Walt Sawruk
  • FW: Question on Spirals in Columns, Munoz, Pedro
  • Recycled concrete in place of crushed stone below slab on grade, Albert Meyer
  • metal bld'g. cable cross bracing, Mark Baker
  • sub floor footing, D.A.
  • Work points, Robert M. Hanson
  • RE: Recycled concrete in place of crushe, Roger Turk
  • Structural Review Workshops in LA and Bay Area, StructuralReview
  • Governor Pataki Announces New York Has Adopted the I-Codes, Yousefi, Ben
  • FW: bridge problems - the rest of the story, Scott, William N.
  • SEAOC Convention, Shafat Qazi
  • Anchor Chairs Question, Cornaby, Sam - EIMCO
  • Concrete Shear Wall Below Grade; In-Plane / Out-of-Plane Behavior, Rogers, Robert
  • Foundation Min. reinforcement, Ed Najjarine
  • Air Entrainment in Concrete, W. Gray Hodge
  • Excel: Custom Data Entry and Edit Form, Tripp Howard
  • Water reservoir - joints, wall ties, and alternate pours, Kevin Below
  • GUARD RAIL FOUNDATION/ANLYSIS & DESIGN ?, syed faiz ahmad
  • British Codes, RainCat1
  • RE: GUARD RAIL FOUNDATION/ANALYSIS & DESIGN ?, syed faiz ahmad
  • Fu values in AISC LRFD, Szuchuan Chang
  • Fu value in AISC LRFD, Szuchuan Chang
  • mold growth on joists, Peieng5590
  • EIT exam preparation, shashi dahal
  • British Code, Himat Solanki
  • ASCE Transactions, 1933, Keith Fix
  • Structural Draftsman salaries?, Jeff George
  • California SE Exam, Russell Berkowitz
  • Fw: Feedback on this years 12% SE Exam pass rate???, Steve Tuborg
  • IBC Wind end zone on hipped roof, Conrad Guymon
  • [no subject], shahram bayani
  • RE: seaint Digest for 14 Mar 2002, Kevin Below
  • bridge / culvert, da
  • RE: IBC 2000 Seismic maps, Szuchuan Chang
  • Braced Frame Philosophy Question, Paul Crocker
  • Fastrudl, Rodrigo Lema
  • Re: Guard Rail Foundation Analysis and Design ?, syed faiz ahmad
  • RE: Granco Shear connectors and Cofar Ceck, Dennis Wish
  • EQ resistant Design, Vijay K. Patil
  • Movement joints?, Vijay K. Patil
  • PE/SE distinction, Charpentier Joe
  • WEIGHT, Juan José Treff De la Mora
  • RE: PE, SE, ETC, Matthew Stuart
  • IBC 1617.1.1 D=?, Ken Peoples
  • PE's and Pencils, Jason Kilgore
  • Any recommendations on maximum permitted areas of slab pour?, Cliff Schwinger
  • anchor problem, imran khan
  • Nisqually Seattle Earthquake, Munoz, Pedro
  • virus warning, David Mc Swiney
  • Design References for Complex Light Wood Framed Roof, Tripp Howard
  • US army and navy sites, Mahmood Mufti
  • 3x6 T&G diaphragm capacity, Mark Baker
  • Working, Jnapd
  • RE: conc repair, Matt Jordan
  • Diaphragm Fpx, Reza Dashti Asl
  • composite deck slabs, Vijay K. Patil
  • Advertising, Gerard Madden, PE
  • Re: Any recommendations on maximum permitted areas of slab pour?, Mark Gilligan
  • No more Structural Engineer!!!!, Rbengrguy
  • US military sites, Mahmood Mufti
  • (no subject), Mahmood Mufti
  • Concrete Wall Deflection, Steven Mallett
  • Micropiles, Michael Bryson
  • Concrete sealer, Terry Triest
  • Robertson Deck Capacity, Paul Feather
  • Is L 1 1/2 x 1 1/2 x 1/4" available?, Yip, Kenny
  • Welding Aluminum To Steel, Canitz, Charles F NAB02
  • Wood Shear wall Aspect Ratio 1997 UBC vs 1998CBC, Nick Bingham
  • basement wall analysis, Helen Zhou
  • Earth Retainer Boards, Doug Parker
  • Clarification to shear wall aspect ratio topic, Nick Bingham
  • HELP: "Site Built" Wood Truss Design, Bill Polhemus
  • Historical Building Repair, Paul Feather
  • RE: Handy Text on Earthquake Resistant Design for Light Commercia l Buildings?, George Richards P.E.
  • RE: Handy Text on Earthquake Resistant Design for Light Commercia l Buildings?, Aswin Rangaswamy
  • Help: Pumping Unit Skid to Beam Connection, Ikhwanulluthfie Mursyid
  • Handy Text on Earthquake Resistant Design for Light Commercial Buildings?, Himat Solanki
  • ACI 318 section 12.2.4, Foy, Warren
  • structural engineering links website, Cliff Schwinger
  • Residential Design of Light Framed Structures - Planned Discussion, Dennis Wish
  • ASTM A307 Bolts, Mark Gilligan
  • Re: Rolled Threads, Mattesons
  • Kudos to Charlie Carter, G Vishwanath
  • Promoting Structural Engineering in High Schools, Aswin Rangaswamy
  • Three Sided Diaphragm (Cantilever Diaph), Aswin Rangaswamy
  • MIT student searching tuition funding, dfds df
  • Re: Elevated slab formwork on existing building, GSKWY
  • Ohio Building Code, Mitchell J. Sklar
  • seismic load combination for foundation of storage mezzanine, Reza Dashti Asl
  • rolled thread bolts, Casano, Karen
  • Seminar Announcement, Forensic Engineering, Los Angeles, SCHFUN
  • [Residential] Announcement of Important Design Methodology Discussions to being in April., Dennis Wish
  • Taking the Plunge!, John O. Grieshaber
  • Cylinder Breaks vs. Mix Design, Randy Diviney
  • Residential Garage (Help!), ASQENGG2
  • Type II Cement, Lutz, James
  • Kudos to others too !, G Vishwanath
  • Conversion Program, GSKWY
  • Structural Engineer Available - Northeast Wisconsin, Jamie Heupel
  • Large Tank Foundations on Drilled Piers, Meyer, Jonathan
  • Lateral loads, Cory Structural Engineering. P.C.
  • Seismic Joint Size, Peter Griem
  • Sika Seal 105, Mahmood Mufti
  • Field Problem, Jason Kilgore
  • Wood Beam repair, ASLCSE
  • [no subject], Rodriguez, Marlou
  • Need help on design of 32 storey RC structure, tony
  • Standard Practice?, Alden Manipula, E.I.T.
  • Wind Load in the Philippines, mredling
  • laminated trusses, Mark Baker
  • shrinkage and temperature reinforcement for a 2' thick slab on gr ade, Cheng, Peter
  • 3x foundation sills - IBC & UBC, required in FEMA 368?, Haan, Scott M.
  • Good Friday, Bob Freeman
  • Re: Residential Garage (Thanks!), ASQENGG2
  • RE: shrinkage and temperature reinforcement for a 2' thick slab o n gr ade, Michael Bryson
  • RE: ASTM F1554 anchor rods (was ASTM A307 Bolts), Carter, Charlie
  • Re: seaint Digest for 29 Mar 2002, Renee Strand
  • Space truss, Silenio M Paulo
  • aci 318-02, da
  • Stripping Times, Raul Labbé
  • Promoting Engineering ????, Rbengrguy
  • Re: seaint Digest for 30 Mar 2002, Renee Strand


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