SEAINT Mail Archive 2002 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 1995
  • RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
  • RE: À Propos, Structuralist
  • Blast Resistant Design, G Vishwanath
  • Concrete floor overlay using rigid foam to save weight, Eric Green
  • Re: k for compression members of frames with sidesway, Carter, Charlie
  • Re: À Propos, vicpeng
  • Dual System-Shearwall Boundary Element as Column for Conc Moment Frame?, John Diebold
  • Building Frame Shearwall Height Limit on UBC Table 16-N, John Diebold
  • IBC "Oops" (Was Residential Design Discu, Roger Turk
  • RE: Dual System-Shearwall Boundary Element as Column for Conc Mom ent Frame?, Haan Scott M DPW CIVIL ENGR(n)
  • Stainless studs on Carbon Steel, Michael L. Hemstad
  • perforated gypsum shearwall, AWCInfo
  • RE: IBC and Rho factor, Yousefi, Ben
  • TJ BEAM vs E-Z Calc, David Merrick
  • C-1030, C-1035, and C-4140 steel, Scott Maxwell
  • Re: Steel Framing for Elevator Shaft, Daryl Richardson
  • steel retro fits, Robert M. Hanson
  • RE: Concrete Tank Design Help, Sherman, William
  • Anchor rod couplers, Drew Morris
  • FW: IBC 2000, Jim Kestner
  • steel retro fits (also, Multiple Yield Stresses), Michael L. Hemstad
  • virus in "sap-2000 non-linear dyanmic analysis" email, Paul Crocker
  • RE: Deflection of steel beams when placing concrete slabs, Sprague, Harold O.
  • Helical Steel Stairs Question, William Grizzell, P.E.
  • Re: Post-Tensioned Frame Analysis Software, ASLCSE
  • drywall, seismic, Andrew D. Kester
  • ICC Press Release - Good News From Texas, Caldwell, Stan
  • Shipping Container Stacking, YI
  • Protective Coatings on Precast Concrete, npitera
  • Helical Stairs, William Grizzell, P.E.
  • RE: NYC Snow Load, Lutz, James
  • Snap-Thru Buckling of Steel Domes, Michael Gregory
  • Eccentrically Loaded Baseplates, Lutz, James
  • Need Help for the Seismically Impaired, Jim Kestner
  • Shotcrete -- Rebars Larger than #5, Testing, Szuchuan Chang
  • A 307 Anchor Bolts, John Nader
  • Ray Pugliesi/Degenkolb is out of the office., pugliesi
  • 3 columns, 1 footing, John Nader
  • Building Codes Online?, HBAP
  • RE: 3 columns 1 footing, Milton Veloz
  • Welsbach Light Pole info, Neil Moore
  • papers, smail raisi
  • Building Codes on-line, G Vishwanath
  • Wind loads in New Jersey, G Vishwanath
  • Structural Stainless Steel, Nels Roselund, SE
  • old wind speeds vs. new vs. weather station's, Ken Peoples
  • Fw: chat thread on gyp shear and steel, David Merrick
  • definition of structural effinciency, stefan.spreng
  • RE: Building Codes on Line? Yes, for a FEE, Richard M. Beldyk, PE, CPEng, NSPE, CWEng, CPE
  • pull test of anchor, Pat Clark
  • Re: Chicago Bldg code - live load reduction allowance? (was Bldg Codes Online?, john chanson
  • 3" exposed metal roof deck with accessories, Ken Peoples
  • Wind Loads - UBC 97 vs ASCE 7, M. David Finley, P.E.
  • Standard of Care: Investigation of Exist, Roger Turk
  • Fenestra Roof Deck, Michael W. Salmon
  • Wood Truss on Metal Studs, richard lewis
  • Re: ETABS7 automatic Plane & Elevation drawing, mark francois
  • '97 UBC Basic Load Combination, STuong
  • Re: TJI Trusjoist Beam Program review, MBREngineering
  • Re: UBC '97 - Section 1611.5, MBREngineering
  • W14x22 Moment of Inertia, Keith Fix
  • RE: Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Schwan, Martin K.
  • RE: Virus Alert, Foy, Warren
  • RE: Virus Alert - IT IS A HOAX !!, Jeremy Kuhn
  • 4 Story Wood, Jake Watson
  • Fw: Virus Alert- urgent, mark francois
  • RE: Virus Alert ANOTHER HOAX, Armijo, John J (PWCSD 410)
  • Re: ADA (was Re: Building Codes on-line), sscholl2
  • Steel truss in cantilever, Javier Encinas
  • Slender walls, Bogdan Dumitrascu
  • RE: Plan Check question, George Richards P.E.
  • design of circular hollow cantilevered vertiacl post-18m high, David McSwiney
  • Test Data for RBS Connections, Harper, Mark
  • FW: Structural Bolt Torquing Question, LaCount, Curt
  • aluminum and steel, Michael L. Hemstad
  • Staniless steel bolts, Hafiz, Sanaa S.
  • RE: SE Engineers, Structuralist
  • Re: Container Stacking, Christopher Wright
  • ADA (was something about building codes), CarlS95
  • Structural Observation, VerneK
  • ASD load combinations in UBC '97, vol. II, Vasu, Ravi
  • RE: Plan Check question (Stan), Dave Adams
  • HSS Blind Bolting, AnconAssoc
  • PE or SE in WA?, Reza Dashti Asl
  • RE: Bridge Lane Loads, Adair, Joel
  • Flamecut Holes for Bolting, Eric Green
  • ADA (Let's move onto something else soon), CarlS95
  • Structural Design submission and checking, SAP
  • Light-Frame Wood Sub-Committee, Structuralist
  • ADA (Almost done with this yet?), CarlS95
  • FW:, Vasu, Ravi
  • Re: FW:, Rick . Drake
  • RE: FW:, Timothy P. Spengler
  • RE: FW:, Dave Adams
  • RE: FW:, Lutz, James
  • RE: FW: (James), Dave Adams
  • RE/ UBC Division V, Rick . Drake
  • RE:Overstrength Factor, Rick . Drake
  • Tensile capacity of threaded rods, utej
  • ADA (Almost done), CarlS95
  • ADA (Almost almost done), CarlS95
  • RE: ADA (As a reasonable Plan Checker), Schwan, Martin K.
  • Re: Enough already, G Vishwanath
  • Seismic Question, Richard Mullen
  • Change of occupancy - BOCA, jccpc
  • Open Web Joists/Girders, THunt
  • FW: Bracing connection design forces, Vasu, Ravi
  • Steel Upset Rod, utej
  • Filling a pile with reinforced concrete, kamal aghbal
  • Tensile capacity of threaded rods for steel design and concrete anchorage, utej
  • [Fwd: Filling a pile with reinforced concrete], Daryl Richardson
  • end plate tension splice design example, Ken Peoples
  • legal install software at home & work?, Haan Scott M DPW CIVIL ENGR(n)
  • A490 bolts, Javier Encinas
  • AISC "A Series " Connections, Jans, Carson
  • Lumber grading, Puskas, David
  • Central Bearing Horizontal Rotating Method, Ozturk OZGUR
  • RE: Structural Engineering Position, Stuart, Matthew
  • software, william lee
  • Unbonded Seismic Bracing, vicpeng
  • Enough, Steve Gordin
  • Out of office, Schwan, Martin K.
  • Defective Codes?, Cratylus Consulting Group
  • Bye Bye Dennis, Engenr
  • RE: seaint Digest for 17 Oct 2002, Steve Kramer
  • Re: Unbonded braces, mredling
  • Politics and the List, Glenn Otto
  • List Members, BCainse
  • Personal attacks, Gerard Madden, PE
  • Seismic loads on retaining walls, Will H
  • Enough is Enough, G Vishwanath
  • Looking for work, Gary Harris
  • Wood blocks, John Nader
  • Structural Engineering Jobs, Gary Harris
  • Re: FW:, ASQENGG2
  • Acrimony Love that word., Bob Ross
  • structuralist.net, Christopher Wright
  • Masonry Shear walls, Terry Triest
  • Its official MD Board of Engineers doesn't care, Peieng5590
  • Beam vs "Slab band", John Diebold
  • Colorado, David L. Fisher
  • Int'l Conferences on Expansive Soils/ feed back reqd !!, syed faiz ahmad
  • Non-PE's Practicing Engineering, Does This Happen In Your State?, Eric Green
  • Moment Connections between WF's and pipe, Steve Kramer
  • Stainless Steel Prop., npitera
  • SE Exam, Gerard Madden, PE
  • Gusset to Brace Connection, Pinkham & Greer
  • ASCE 7-98 Wind Pressure Questions, Dickey, David
  • Pedestrian Bridge Live Load, M. David Finley, P.E.
  • Air Cargo Terminal, Mahmood Mufti
  • Flag Pole Footings., Timothy P. Spengler
  • Concrete Special Moment Frame, Joseph Grill
  • Email address of F.H.CHEN/Expansive Soil Expert, syed faiz ahmad
  • Ground Snow Loads, KEVIN THOMPSON
  • Question on need to use "skip" live loads in 2-way slabs, Cliff Schwinger
  • Engineers versus detailers Part 1, G Vishwanath
  • Engineers versus detailers Part 2, G Vishwanath
  • viaducts, Puebla Raul
  • Steel beam grade?, Mike Perakis
  • [no subject], vicpeng
  • Allowable Deflection, David Topete
  • RE:, George Richards P.E.
  • RE:, Eric Green
  • Re:, MJSLAYSMAN
  • Duplicate Contracts, richard lewis
  • RE:, Tom Skaggs
  • RE:, Roger Turk
  • Re: Engineers versus detailers, Paul Ransom
  • Concrete-filled steel pipe beam-column flexural strength, Dave Evans
  • Columns and pedestals, Javier Encinas
  • Re: Seminar: Poria Incrassata - The Wood-Eating Fungus on Steroids, SCHFUN
  • viaducts2, Puebla Raul
  • Re: Cross-grain Tension, Roger Turk
  • REMOVE, Blstn
  • Design of Anchorage to Concrete, VerneK
  • seismic bracing, Lee.Cote
  • Backer bar removal, chuckuc
  • AASHTO concrete-filled steel pipe beam-column flexural strength, Dave Evans
  • Q-deck info needed, Ken Peoples
  • Seminars for CA Codes Effective 11/1, Becker, Rick
  • Spreadsheet on WEB to calculate S, I etc., Tahir Qureshi, PE
  • Design softwares, kamal aghbal
  • ETABS 8 load combinations, marfra
  • OMRF- IBC2000 vs UBC1997, marfra
  • request for literature/info, james mifsud
  • single plate shear connection edge distances, Ken Peoples
  • RE: Yet another email regarding the dreaded ADA, Haan Scott M DPW CIVIL ENGR(n)
  • Connections of Tension and Compression Members in Trusses, Ken Peoples
  • Monolithic Concrete Pouring, Dennis Del Villar
  • flexible diaphragm question, The Buckinghams
  • General Building Code Question, Cliff Schwinger
  • Baseplate Anchorage, M. David Finley, P.E.
  • CMU Wall question, Tom Bodkin
  • RE: Steel Tips and Deep Columns for SMRF, Carter, Charlie
  • SE Exam - Preparation, Hari A
  • Steel Deck Manufature in Texas or Kansas, Ed Latthitham
  • UBC 1633.2.5 clarification, Pat Clark
  • Heliport Safety Net, Paul Feather
  • Swimming Pool job, RainCat1
  • ASTM Question, GSKWY
  • Pipe PIPD50, Milton Veloz
  • ASTM Classifications, GSKWY
  • Through deck welding, Vijay K. Patil
  • Camber in Long Span Joists, Randy Diviney
  • Printing General Notes to a Plotter, Thor Matteson at RSE
  • Masonry Grout Admixture, Brent Koch
  • CAD Viewer, GSKWY
  • Re: Plotting General Notes, Thor Matteson at RSE
  • Need Work, Joseph Grill
  • concrete column tie configuration, Ken Peoples
  • large diameter pipe splice design, Ken Peoples
  • ACI or CRSI question-answer center, Ken Peoples
  • C Chan--Re: Plotting General Notes, Thor Matteson at RSE
  • How Strong is A7 Structural Steel?, Tom Bodkin
  • UBC 1997 - Rebar development length & Splice length, Vasu, Ravi
  • 3x single studs @ abutting panels, Nick Bingham
  • steel gusset-to-brace connection...ignore beam end moments, Dave Evans
  • Canadian steel code, Dave Evans
  • UBC 1633.2.4, Peter Griem
  • Looking for Experts on Rock Chute Design and Construction, Lao, Larry
  • Post-tensioning, GSKWY
  • Milton V.--re Plotting General Notes, Thor Matteson at RSE
  • Drilled Pier Spacing, richard lewis
  • Comparison of the behavior of a conventional steel system with a more contemporary composite system including the use of "super columns", Alex Candelaria
  • Welding of Crane Runways, Gary Hodgson & Associates
  • Moment coefficient - concentrated and line loads, nattamai mohanram
  • Timber Bridge Details, M. David Finley, P.E.
  • UBC (1997), sections 1912.2 & 1921.5.4 for rebar development lengths, Vasu, Ravi
  • Re: UBC (1997), sections 1912.2 & 1921.5.4 for rebar development lengths, Samir Ghosn
  • ASTM A510, Jake Watson
  • RE: sand layer under slabs - was ACI or CRSI question-answer center, THunt
  • UBC 97 Anchorage to Concrete, Chan, David
  • stability checks UBC 1997, Strueng86
  • Resonance, RainCat1
  • frame drift, PFFEI
  • Re: Resonance reply to ChrisW, RainCat1
  • PE Exams in CA, Gerard Madden, PE
  • Air entrainment vs hardener, Sherman, William
  • anchor bolts in concrete, PFFEI
  • Pedestrian Bridge Railing, M. David Finley, P.E.
  • Scanning for reinforcing, Wayne E. Beckingham
  • software requirements, G. Bunkers
  • uivalent on a number of occasions., Christopher Wright
  • ACI & PCA Embedded Anchor Design, richard lewis
  • UPLIFT, John Nader
  • Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., GSKWY
  • Slide bearings, Ron Roman
  • anchor bolts, PFFEI
  • RE: Questions About the Events of September 11th (off topic), Carter, Charlie
  • Brick Shelf Angles, Mike Zaitz
  • re: Lateral Analysis Software for Wood Structures?, David Merrick
  • Floor grating, Ashok Dani
  • Rigid End Zones, Peter Griem
  • Re: Roof Equipment, JEFF CORONADO
  • Shear Walls extending to Basement Level, Jim Kestner
  • 2001 CBC, Ed Najjarine
  • Post-Installed Anchors, Roger Turk
  • 2x flat blocking in wood shearwalls, Charles Voelker
  • Steel Seismic Design, Jake Watson
  • Practicing Engineering in NY, Ken Peoples
  • General Structural Notes, Lutz, James
  • Re: Questions about the Events of September 11 (off topic), Casano, Karen
  • RE: Stainless Steel Nuts, Sprague, Harold O.
  • UBC R factor for braced frames, Ed Tornberg
  • excel question - off topic, Ken Peoples
  • April PE Exams in CA, CarlS95
  • Re: seaint Digest for 12 Nov 2002, David Merrick
  • Smooth floor plate, Rick Burch
  • Epoxy Floors over Precast, Jim Kestner
  • Re: Friction resistance of drilled piers & UBC Table 18-I-A, BCainse
  • RV: AREMA 2000, raul labbe
  • Sliding, RDAHLMANN
  • Priestley's paper (was seaint Digest for 12 Nov 2002), Tom Skaggs
  • Opinion on Terminology, GSKWY
  • UBC 1633 - Detailed Systems Design Requirements, Peter Griem
  • Re:Unusual Code requirements, sscholl2
  • Shear Friction, M. David Finley, P.E.
  • RE: Sliding - Friction & passive resistance, Haan Scott M DPW CIVIL ENGR(n)
  • FEMA-350 2.9.1 Strong-column, Weak-beam Condytion Analysis, Angel Gomez
  • A new angle on "Sliding", Yousefi, Ben
  • Bridge replacement and rehabilitation, kamal aghbal
  • RE: A new angle on "Sliding" - unanchored tanks, Sherman, William
  • Re: slab-on-grade question, CLaines
  • Drainage system in chemical industries, Ashok Dani
  • RE: Sliding (Mark), Dave Adams
  • Bearing on Tube Steel, Aaron Moore
  • Steel Ladders, Ray Shreenan
  • Re: A new angle on "Sliding" - Tanks, Himat Solanki
  • Ladders, Ray Shreenan
  • Standard Gages, Lutz, James
  • Factory Mutual - open web Joist spacing, John Nader
  • Clip angle connection to concrete, Sherman, William
  • MICROSTATION Dwg Converted into AUTOCAD Dwg, Tahir Qureshi, PE
  • Carriage Bolts, M. David Finley, P.E.
  • FORTRAN, Helen
  • Have you heard of watering your foundation?, Trobridge, Bruce
  • PTI Design Method, was RE: Have you heard of watering your foundation?, Eric Green
  • RE: Hospital Kitchens, Schwan, Martin K.
  • Re: To Carl Sramek: Re: A new angle on "Sliding", CarlS95
  • Openings in Existing Masonry, Paul Feather
  • Re: LFRS analysis programs, G Manandhar
  • PTI Design Method for Slabs on Ground, GSKWY
  • gratings, G Vishwanath
  • Slab bands, GSKWY
  • Re: masonry wall openings, Paul Feather
  • Maryland Parking Structure, Paul Crocker
  • Treatment for potentially expansive soils (was RE: Have you heard of watering your foundation?), Alexander Sasha Itsekson
  • Bar versus wire, GSKWY
  • Steel Dome Deisgn, Rob Still
  • Design Guide for Timber Crib Walls, Michael Robertson
  • RE: Reinforced Concrete Dome Design, Adair, Joel
  • Natural period of vibration 'T' for stacked exchangers, Vasu, Ravi
  • Steel Dome Design, Rob Still
  • ICBO Approved Anchors for Crane Loading, Chan, David
  • N.Y. Building Codes, npitera
  • Re: Treatment for potentially expansive soils (was RE: Have, Alexander Sasha Itsekson
  • TS MOMENT FRAME, dave chung
  • Bar vs. Wire, GSKWY
  • California PE exam, YI
  • Grout under base plate, Reza Dashti Asl
  • Lt Gage Steel, Gerard Madden, PE
  • Parking Garages in Canada, GSKWY
  • RE: Grout under Base Plates, Craig Hawe
  • Shearheads/Studrails, GSKWY
  • TRUSS SHAPES, Juan José Treff De la Mora
  • cast iron columns, David L. Fisher
  • Penetrations in Grade Beams, Brian Spencer
  • [no subject], ebosco(--nospam--at)vogeltayor.com
  • RE:, Schwan, Martin K.
  • HSS Weld Splice, RainCat1
  • Sagging Ceiling Joists, Roger Turk
  • SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, Helen Zhou
  • Laminated column, Helen Zhou
  • RE: Strengthening Ceiling Joists, Tom Bodkin
  • Pinned joint of Concrete Structures, Jeong-mo Yang
  • Expansion and seismic joints, Will H
  • RE: Expansion and seismic joints @ fire wall is high seismic zone, Haan Scott M DPW CIVIL ENGR(n)
  • RV ENVIALA Y REGRESAMELA, RAFAEL RIVERA
  • Re: HSS splice, William Pulyer
  • metal arch structure period, yilmaz yuva
  • Continuous Beams in Residential Construction, Gary Hodgson & Associates
  • Fracture in concrete, Christopher Wright
  • Re: SEGMENTAL RETAINING WALL USED FOR DE, Roger Turk
  • FEA mailing list, was: Fracture in concrete, Eric Green
  • URM Infills under FEMA 356, Oshin Tosounian
  • Re: Continuous Beams in Residential Cons, Roger Turk
  • 3-hinged arch w/ NO tension ties - how?, John H. Cato, jr., R.A.
  • wood panel wall aspect ratios: shear transfer around openings, Haan Scott M DPW CIVIL ENGR(n)
  • Single Plate Connection of Collectors Procedure, Markajohn
  • RE: WANTED: Concrete Column Analysis & Design Software Recommenda tions, Stuart, Matthew
  • Metal Building Notes and Other Gripes, Keith Fix
  • Continuing Education Program, Benjamin Baer
  • GLB allowable stress, YI
  • Off Topic - Hard Drive Cleanup Software, M. David Finley, P.E.
  • 2001 Calif Building Code, David Topete
  • Fire Rating, Jim Kestner
  • Concrete Crane Beam for 40ton Container Crane, Tripp Howard
  • Collectors, Jim Kestner
  • MBMA Issues, Rick . Drake
  • Subject: Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Georgi Stoyanov
  • DEPTH TO THICKNESS RATIO, Juan José Treff De la Mora
  • structure-moving load interaction, Bülent Deveci
  • Live loads for seismic design, Kevin Below
  • arch roof panel, yilmaz yuva
  • Re: seaint Digest for 29 Nov 2002, Wayne Adler
  • needs a log cabin expert in Tahoe Calif. area, David Merrick
  • Plastic Section Modulus Conversion, John Schulz
  • PEMB Help Document, MSSROLLO
  • PEMB Document/Review, MSSROLLO
  • Fire truck loads, Kevin Below
  • Wire mesh reinforcing designation, Stuart, Matthew
  • "SEA" Label in subject line, Benoit Cordoba
  • "SEA" Label in subject line DISREGARD, Benoit Cordoba
  • California School construction requirements, Thor Matteson, SE
  • [no subject], Dan Hernandez
  • Seismic Bolting, THunt
  • AV Window 98, MarPaleari
  • Material A286, Narayanan, Ram
  • Re: California School  construction requirements, BCainse
  • Concrete T beams/ ribbed slabs, Andrew D. Kester
  • Repairing delaminated glue-lam beam, Thor Matteson, SE
  • Compression Rings - Reference recommendations, Stuart, Matthew
  • fortran again!, Helen
  • Corrugated Pipe Arch, MSSROLLO
  • Delaminated Glue-lam, Thor Matteson, SE
  • Two-way Shear Through Wide Beam, Michael Bryson
  • Questions about Data Base Manager, Tom Bodkin
  • RE: Seismic bracing system, Vasu, Ravi
  • north american steel construction conference, Melnick, Scott
  • Re: Seismic bracing system- Knee-braced Frames, EphHirsch
  • Knee bracing in seismic Zone 3 or 4, Vasu, Ravi
  • Checking towers' steel in Sept. 11 probe, Rbengrguy
  • Re: simple shear connection to column, Keith Fix
  • Oops!, Keith Fix
  • just posted you an e-card -- SEA., Maze, Scott
  • Plastic Section Modulus, JS
  • VIRUS: Electronic Greeting Card, Maze, Scott
  • Accessing Archives, GSKWY
  • QUESTION REGARDING Bracing Connection Design using the "Uniform Force Method", Steve Eli Ekmekji
  • Time between shotcrete lifts, Michael Bryson
  • RE: AISC Seismic Provisions (WAS Seismic bracing system- Knee-bra ced Frames), Carter, Charlie
  • IBC concrete anchor design, Rick Burch
  • Light Ga Steel Stud and Story Drift, Hari A
  • OSHA, GSKWY
  • Cable Tension Force, Oshin Tosounian
  • Earthquake resistant design of rc buildings, georgiadou eftichia
  • 2x4 stud walls in High Wind areas, Nick Bingham
  • CONNECTION DESIGN RESPONSIBILITY, Juan José Treff De la Mora
  • Stainless Steel Bolts, richard lewis
  • RE: Allowable Deflection ??, Foy, Warren
  • Requirement for control joints in elevated slabs, Foy, Warren
  • Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Rick . Drake
  • Testing for Anchor Bolt Embedment, THunt
  • Re: structural design, NAINA MOHAMMED NAZEER
  • Attention: Charlie Carter, Stuart, Matthew
  • Four Level building (two basements), Angel Gomez
  • Aeroplane Hanger, Daryl Richardson
  • Re: Lifting Aeroplane Hanger, GSKWY
  • Requirement for control joints in elevated slabs., Wayne E. Beckingham
  • F-Number Testing Lab, Eric Green
  • Color of Rust, GSKWY
  • buckling restraint brace, yilmaz yuva
  • Calif School Footings, DSA, Thor Matteson, SE
  • Safety factors in Pre-engineered Metal Buildings, Thor Matteson, SE
  • AISC Tech Bulletin #3, Roger Turk
  • LA Region Uniform Code Program, Lutz, James
  • Looking for a good Shearwall/Diaphragm Analysis Reference, Nicole Stoudt
  • For Charlie Carter et al, FLIER55
  • Use Staad to Model Buildings with Shear Walls, Szuchuan Chang
  • IBC LL Reductions/2003 IBC Question, Paul Crocker
  • AISC Seismic Provisions with Supplements, Carter, Charlie
  • ASME Certification, Dave Adams
  • California Senate Bill 1953 AIA CD-Roms - Save Over 60% Off, FEMCCLURE
  • Need civil/structural engineer licensed in D.C., Stuart, Matthew
  • Collector element, Samir Ghosn
  • RE: seaint Digest for 16 Dec 2002, Joseph R. Charpentier
  • 97UBC Seismic, J+R
  • FEMA 356 URM Walls, Dan Goodrich
  • Interior Shear Wall, richard lewis
  • Collector elements and precpmpression force, Samir Ghosn
  • Looking for Guest Speakers, Alex Candelaria
  • UBC 97 anchor bolt design, Jim Carey
  • MOLD, ASLCSE
  • How iron rusts, GSKWY
  • Re: seaint Digest for 18 Dec 2002, Wei Wang
  • Availability of ST2x3.85 and ST2.5x5, Ken Peoples
  • Interior Shear Walls, Wayne E. Beckingham
  • RE: Steel-Detail: Availability of ST2x3.85 and ST2.5x5, Carter, Charlie
  • KL/r revision, yilmaz yuva
  • horizontal deflection of column, Anirban Basu
  • Weld shelf requirement, utej
  • structural welding, Jason Kilgore
  • California Townhomes, Paul Feather
  • PEMB and AISC Seismic Provisions, Mark D. Anderson PE
  • Nail connection factors, Alexander Sasha Itsekson
  • Allowable horizontal deflection of column, G Vishwanath
  • RE: Concrete slab retrofit (fwd), Eric Green
  • Pre-Engineering Building and Plywood Shear Wall, YI
  • Steel beam connection, John Nader
  • TS Moment Frames in Wood Construction, Bill Marczewski
  • Demo Plans, Fariborz Tehrani
  • Whitmore Section, j . grill
  • 304SS Sections, Tahir Qureshi, PE
  • UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, Vasu, Ravi
  • Re: UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, Samir Ghosn
  • Re: just wondering: Who was Whitmore?, THunt
  • I am willing to enter your group and help myself, Takshashila Architects
  • P.E registration, kamal aghbal
  • clip angles with tension, j . grill
  • Galvanized Bolts, Nels Roselund, SE
  • P.E.Registration, Narayanan, Ram
  • Bar sand, Mitchell J Sklar
  • Wood Gurus - "Shakes", Dave Adams
  • Moment connection in stud wall, Dwain Hendershot
  • scheduling and project management, Pat Clark
  • [no subject], Wayne E. Beckingham
  • Re: seaint Digest for 29 Dec 2002, Bob Ross
  • AISC Seminar - 2002 Seismic Provisions, THunt
  • time sheets, MJSLAYSMAN
  • NDS- Nails, Andrew D. Kester
  • Gusset Weld at Brace Connection, j . grill
  • TEST, Stuart, Matthew
  • NDS- Nails CORRECTION, Roger Turk
  • TEST3, Stuart, Matthew
  • Parallel Chord Wood Floor Trusses, Chris Meyer


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