SEAINT Mail Archive 2003 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 2590
  • RE: Nelson Stud Design Values, brian stanley
  • Re: light extrior wall, Walt Sawruk
  • Heavy Hex Nuts, M. David Finley, P.E.
  • RE: CAUTION: ASCE Order Confirmation, Caldwell, Stan
  • Re: Block wet set, Andrew Wilson
  • anchor bolts/ deck collapse, Andrew Kester
  • RE: concrete anchorage, Emery Ojala
  • RE: Advice on a 230 ft long bldb, Dennis Wish
  • Transfer of roof lateral forces to masonry bearing/shear walls, Eric McAndrew
  • deck collapse, Andrew Kester
  • Re: Professional's Survival Guide Seminar, Jnapd
  • CCD Method Of Anchorage Design, Rick . Drake
  • Lateral Seismic Loads on Piles, richard lewis
  • RE: AK coast guard tower, Lutz, James
  • ASME/ANSI A17.1 (as last revised), Ellen
  • Re: St. Louis hopes bridge spans past, future success, Rbengrguy
  • deck collapse, part IX, Andrew Kester
  • CMU Site tolerances, Chris Banbury
  • Seismic- IBC 2000, Sherman, William
  • Favorite Calculator Bites the Dust, Thor Tandy
  • [no subject], Thor Tandy
  • automated response, Kenny Arnott
  • Refundable or Non-Refundable Retainers, Dennis Wish
  • Single Rail Crane, M. David Finley, P.E.
  • NFPA 5000 Backdoor, THunt
  • French drain installation, djkiss55
  • using existing structures, Jason Kilgore
  • White Rust, Paul Feather
  • Plan Irregularity Type 5, lrhauer
  • steel stress, Andrew Kester
  • Lunch Seminar on Codes/ Structures., Andy Richardson
  • Florida Building Code: 150% Overturning, Chris Banbury
  • RE: Residential Roadway over Culvert, Russ, John P
  • Mom. Inertia for Concrete, richard lewis
  • Any RETAINING WALL Design Spreadsheet on web ?, Tahir Qureshi, PE
  • Re: BOLT TORQUE/TENSION RELATIONSHIP, Ivan Lippi
  • crack slab on grade, D.A.
  • Calculator, Thor Tandy
  • Sealing of As-Builts, Mike Zaitz
  • FW: Rebuilt Autocad files, x1011418
  • Talk to Civil/Site staff, Michael Hemstad
  • stress decrease- FBC, Andrew Kester
  • sars in gulf air, paag faag
  • minimum fc for Residential slab on grade, Dennis Wish
  • Expansion Joints-New to Existing Construction, Mr. W
  • Recall: BOLT TORQUE/TENSION RELATIONSHIP, Haan, Scott M.
  • Who needs scientific calculators now?, G Vishwanath
  • Elevated Structural Floor Slab Jointing, Jenkins Engineering, Inc.
  • Coped Steel beam Connections, Zachary Goswick
  • double angle conn, brian stanley
  • Was minimum f'c..., George Richards P.E.
  • Re: Elevated Structural Floor Slab Joint, Structures Online
  • Re: Who needs scientific calculators now, Roger Turk
  • Shear Key in Basement walls, G M
  • Re: Calcs on the web! Any worries?, Jnapd
  • salt storage building - design pressure, Ken Peoples
  • Mixing Bolt Diameters, Kestner, James W.
  • Slab on grade documents, GSKWY
  • Quonset Huts, Roger Turk
  • Turning Templates, esuk
  • Roof Rafter Spans., Tim Spengler
  • Slab on ground, GSKWY
  • Article in Modern Steel Construction (July 2003), G Vishwanath
  • Re:Mixing boly diameters, G Vishwanath
  • ABC7Chicago.com: Building owner breaks his silence after deadly porch collapse, rbengrguy
  • Article from the Chicago Sun-Times, rbengrguy
  • Downloads on www.cseforum.net, admin
  • AISC "Chevron bracing in..." shear lag question, Rick Burch
  • 1933 Riley Act/1935 UBC, Steve Privett
  • ACI APP. D, Andrew Kester
  • RE: APPENDIX D - ANCHORING TO CONCRETE, Chris Banbury
  • Repetitive Use of Design, Bill Marczewski
  • I-CODES in california, David Merrick
  • International Code Council Codes (I-Codes) vs. NFPA Codes, FEMCCLURE
  • Passive Replacement of Structural Engineer, George A. Kelley
  • RE: APPENDIX D - EQUATION (D-5), Chris Banbury
  • scab structural engineer??, Andrew Kester
  • Supporting the ICC in California, Haghani, Eric
  • Bending Threaded Connection Design, Mateusz Podskarbi
  • ASCE Steel Connection Design Seminar, Keith Fix
  • OSB sheathing exposed to weather, LSFORDHLA
  • REFERENCE TO HSS MOMENT CONNECTION, D.A.
  • When is an Architect or Engineer Require, Roger Turk
  • Re: When is an Architect or Engineer Required?, Christopher Wright
  • Separating slab on grade, Andy Richardson
  • Re: When is an Architect or Engineer Req, Davis Parsons
  • Is it frame or not, D.A.
  • Details, Struts, Thrust, Etc., Bill Polhemus
  • [no subject], Ronald R. Garcia
  • HSS Moment Connections, Richard Collins
  • [no subject], Andy Richardson
  • LRFD steel beam bearing plate design, Andy Heigley
  • Hip Roof Construction, Bill Polhemus
  • Coordination with other trades, Kestner, James W.
  • earlier post clarification- replacement engineer, Andrew Kester
  • RE: slabs on grade (sorry it is long), Sprague, Harold O.
  • PCA Notes on ACI 318-02, Szuchuan Chang
  • FRP - Temp Reinf., Seth W. Cutler
  • S.O.G., Andrew Kester
  • Plan Stamping, Jason Kilgore
  • Slabs on Ground, GSKWY
  • Building from 1969 (more info), Gerard Madden, SE
  • RE: vibration characteristics of post-tensioned concrete construc tion, Carter, Charlie
  • RE: structural observation form, Aswin Rangaswamy
  • Re: I am looking for pictures and war stories, Cratylus Consulting Group
  • RE: Large block of concrete, Carter, Charlie
  • Ceramic Tile Cracks on Wood Floors, Frank Woeste
  • Wind question, John Nader
  • Lightning Strike on SOG, Chris Banbury
  • interior wall pressures, Andrew Kester
  • Philippines CFS Member, Paul Blomberg
  • "Water in the Hole", Bill Polhemus
  • Joist Modification, Meyer, Jonathan
  • A307 footing bolts for columns., kg
  • Weight of Soil, Jason Kilgore
  • Building a proper porch, rbengrguy
  • don't mess with Texas, Andrew Kester
  • FW: A307 footing bolts, Angela Baughman
  • lightning strike, Andrew Kester
  • AISC Shapes: k_det vs. k_des, ESuk
  • exposed base plates / hillside construction, PFFEI
  • joist mods, Andrew Kester
  • Seminar on Bridges, CM Iqbal
  • Sill plate anchor bolts., Tim Spengler
  • Re: Sill plate anchor bolts -1930 UBC and other trivia, Neil Moore
  • Rack Supported Building Vendors, Meyer, Jonathan
  • ASCE 7-95 Open Structure, richard lewis
  • COLUMN STRIP WIDTHS FOR VARIOUS BAY LENGTHS, Brian Hsi
  • foreign engineer requirements, Andrew Kester
  • Precast poles behind retaining wall, Sarah Nuttall
  • RE: Educated vs. "Trained" (long), Scott, William N.
  • RE: Educated vs. "Trained", Ray Pixley
  • 50' high firewall design / detailing, Bruce Holcomb
  • RE: Construction Estimating, Caldwell, Stan
  • Architect Question, Seth W. Cutler
  • Future Generations of Engineers, Caldwell, Stan
  • Open Building with Gable using ASCE 7-95, richard lewis
  • 200# Load on Cable Guardrail?, Doug Parker
  • Glu-Lams, Roger Turk
  • Heavy Timber Truss Connections, Paul Feather
  • Off Topic - Google search on Weapons of Mass Destruction, Dennis Wish
  • Garage Cable Guardrails (was 200# Load on Cable Guardrail), Jake Watson
  • Re: Open Building with Gable using ASCE, Roger Turk
  • Re: future generations of engineers (was, Christopher Wright
  • Old UBC Base Shear, Gerard Madden, SE
  • CMU SHEAR BOLTS, Gerard Madden, SE
  • Re: seaint Digest for 25 Jul 2003 (out of the office), Timothy Rodden
  • Fee requist, DA
  • Base Shears UBC and IBC, james lane
  • RE: Future Generations of Engineers - Penn State Experience, Carter, Charlie
  • RE: Future Generations of Engineers (Google), Jim Getaz
  • House Trusses., Tim Spengler
  • RE: Garage Cable Guardrails (was 200# Lo, Roger Turk
  • Large Clevis, Randy Diviney
  • Re: Building a proper porch What is the conclusion?, Jeffrey Fertich
  • Condition Assessment of Waterfront Structure, Bill Marczewski
  • Fwd: people magazine, Shafat Qazi
  • Freeware downloads to British codes on www.cseforum.net -, Administrator
  • Freezer Slab, Jim Persing
  • Codes, Jim Persing
  • RE: future generations of engineers (was foreign engineer requi, Christopher Wright
  • California voted yesterday to adopt NFPA 5000, james lane
  • Seismic coefficients for LA, Pedro Khouri
  • ASCE 7-98 Section 6.2, Kestner, James W.
  • What is California going to adopt for code, james lane
  • masonry block properties, Andrew Kester
  • Reinforcing High Basement Walls, Gary Hodgson & Associates
  • wind load- uplift and overturning, Andrew Kester
  • RE: what did I start?? (education), Dennis Wish
  • Anchoring to Concrete, ACI 318-02 Appendix D, Angie
  • Still more on ASCE 7-98 Section 6.2, Kestner, James W.
  • RE: organization membership, Dennis Wish
  • RE: FIXED HEAD PILE CONDITION IN A PILE CAP, Vasu, Ravi
  • Masonry/Rebar bond stress for lap splice, Al McPeters
  • Minimum Reinforcing in Compression Members, Dave Browning, P.E.
  • Shame, shame, shame, Glenn Otto
  • RE: Calif and the ICC, Schwan, Martin K.
  • Re: steel railway bridge, Stanley E Scholl
  • Opinions, GSKWY
  • Re: Minimum Reinforcing in Compression M, Roger Turk
  • CMU lap splice, Andrew Kester
  • Building Plan Check Engineer Wanted., Aaron Goodman
  • RE: Pancake Breakfasts - Boy I'm hungry, Lowen, Dave
  • RE: Blocking around small holes in plywood shear walls?, Tom Skaggs
  • work in "confined space", Dave Evans
  • Another virus, Sprague, Harold O.
  • THANKS, Andrew Kester
  • TEST PLEASE DELETE, Shafat Qazi
  • WWII Allowable Structural and Reinforcing Steel Stresses, Hartzell, Frank
  • WWII Allowable Structural and Reinforcin, Roger Turk
  • RE: What's the difference between a fire wall and a party wall, Schwan, Martin K.
  • What's the difference between a fire wal, Roger Turk
  • Party and Fire Walls, Robert Freeman
  • Party Walls and Fire Walls, Robert Freeman
  • This is a test, Rbengrguy
  • Re: Halff the story............, Rbengrguy
  • Beam x girder, Silenio Marciano de Paulo
  • gulf air 1, paag faag
  • طيران الخليج, paag faag
  • information bulletin, rlhess
  • autocad failure, David Merrick
  • Large Scale Engineering Projects....Discovery Channel, Mlcse
  • Calculating Fire Ratings, Michael Bryson
  • CMAA 74, Angie Baughman
  • Taipei 101, SE3949
  • Employment dispute - worked on H1B visa for employer in Dallas, Texas, Zeljko Popov
  • Live Load Reduction & Partitions, richard lewis
  • Building Standards in Bermuda - Revisited, Gunnar Hafsteinn Isleifsson
  • RE: 2x2 Plate Washers for WSP Shear Wall, Roger Turk
  • Lag Screw, Screw, & Nail Multiple Shear Connections, utej
  • Wave Action - Shallow Water, Bill Polhemus
  • rigid diaphragm chord forces?, dadie
  • Fireproofing, Stuart, Matthew
  • Ready-Mixed Grout for Augered Cast-in-Place Piling, John Puder
  • 2x Timber Decking Diaphragms, Paul Feather
  • RE: 2x2 Plate Washers for WSP Shear Walls (UBC), Schwan, Martin K.
  • ASCE 7 wind speeds, Dave Evans
  • Re:seaint Digest for 27 Aug 2003, Kristine Narum
  • Advance Degrees and Structural Engineering, Dennis Wish
  • reducing rod deflection with tension force, Ken Peoples
  • Re: reducing rod deflection with tension, Roger Turk
  • Reinforcing Masonry Shear Walls, Nels Roselund, SE
  • 1919 concrete building, Steve Kramer
  • A325M, RainCat1
  • Engineers & Abstract (?) Thinking, Dave Adams
  • Field Fixes, Michael Bryson
  • Civil/Pipe installation, Seth W. Cutler
  • Typical axial load ratios for concrete low-aspect ratio shear walls, Charley Hamilton
  • Plan Check Corrections - Engineers responsibility, Dennis Wish
  • bend over..., da
  • RE: bend over, Meyer, Jonathan
  • Re: Typical axial load ratios for concrete low-aspect ratio shear walls, Himat Solanki
  • Changes to the Texas Engineering Practice Act, Caldwell, Stan
  • Re: Typical axial load ratios for concrete low-aspect ratio shearwalls, Himat Solanki
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • [no subject], valentin . shustov
  • Re: (no subject), BCainse
  • Seminars, Michael Bryson
  • Proficiency in English., G Vishwanath
  • Wood screws, Nels Roselund, SE
  • Re: Effective Section - ACI 318, Prof. A R Chandrasekaran
  • English is tough, Andrew Kester
  • Test, Seth W. Cutler
  • diaphragm drift limits, SMO3
  • OCBF gusset plates, Drew Morris
  • Low mortor prism test results, Alden Manipula
  • Providing Certification, Ed Tornberg
  • Re: Certification, Ed Tornberg
  • Re: Seminars and English, GSKWY
  • Re: seaint Digest for 3 Sep 2003, Daniel Murray
  • Shored Composite Construction, Stuart, Matthew
  • EIT, PE, SE exams, nidhi mehra
  • AISC Fire Protection Design Guide, Rick Burch
  • English is tough but its "grammer" is even tougher, valentin . shustov
  • horizontal bar distance below top of wall?, Haan, Scott M.
  • Aspired Positions, GSKWY
  • engineering services, Alain PLante
  • Bill Vaughn, rbengrguy
  • Gramm(e-a)r, David Merrick
  • Outsourcing for US consulting firms., sunil gandhi
  • English/Grammar/Whatever, GSKWY
  • diaphragm drift limitation, SMO3
  • Enlarging a footing, Gerard Madden, SE
  • CMU Wall Strengthening, richard lewis
  • Fwd: Buildings Collapse, Shafat Qazi
  • What would you do? - Drilled Piers, richard lewis
  • Re: seaint Digest for 7 Sep 2003, Rbengrguy
  • RE: Lubricating Wood screws (Re-Post), Roger Turk
  • Piping and seismic bracing, Jake Watson
  • More ? about screws, Nels Roselund, SE
  • www.cseforum.net - Munufacturers directory is ready!, admin
  • Request for Earthquake References, Gary Hodgson & Associates
  • Article E-Mailed From TheDay.com, rbengrguy
  • ASTM A6 WF Flange Dimension Tolerances, Mark D. Anderson PE
  • NFPA's statements about fire sprinkler performance statistics, Carter, Charlie
  • FOS for overturning of footings for DSA, Deepansh Kathuria
  • RAT SLAB help, PLEASE !!!, whitestars
  • H and J joists, Drew Morris
  • seismic design manual - volume 1 - seaoc, da
  • Site Classification per IBC 2000, Bruce Holcomb
  • Re: Dynamic Analysis of RCC Building, Prof. A R Chandrasekaran
  • SFRC - rust problems?, Charlie_Raabe
  • Re: seismic design manual - volume 1, David Merrick
  • Special Truss Moment Frames - AISC Seismic Prov, John C. Jones
  • Highway Sign Column Embedment, M. David Finley, P.E.
  • Infilling Openings in Existing Masonry Walls, Bill Allen
  • IBC Sec. 1617.1, Jason Kilgore
  • Seismic Design of a Garden Trellis, Gerard Madden, SE
  • FRP Reinforcing Question, CanitzCF
  • NEW CMU BUILDING, NDZ28
  • 1.7 allowable increase gone? 2003 IBC, Chad Druffel
  • NCHRP Report 412, M. David Finley, P.E.
  • Guy wire forces, Michael L. Hemstad
  • Connection Design for "Band" Around Round Wood Column Splice, Bill Polhemus
  • Please note recent Seaint Web Page Link, Stuart, Matthew
  • Re: Messages, Thor Tandy
  • Guardrail Perforated Infill Panels, CanitzCF
  • ASTM Designation for 75 ksi Steel, Stuart, Matthew
  • Moment Footing w/ No Vert. Load, Aaron Moore
  • Wood Creep, Peder Golberg
  • RE: Wet Signing first Submittal in CA ??, Chris Roper
  • Wikipedia, Alden Manipula
  • [no subject], Mark Webster
  • "Green" Structural Engineering, Mark Webster
  • Repairing Older Concrete, Dave Adams
  • elevators, Jason Kilgore
  • Delaware Association of Professional Engineers, Stuart, Matthew
  • Hot water pipes in slab, Craig Leech
  • Hardy Frame Shearwall System, desi j kiss
  • [no subject], siamak riahypoure
  • [no subject], siamak riahypoure
  • special inspection - anchors designed by IBC 1913?, Haan, Scott M.
  • 3x framing for "shear design values" greater than 350 plf?, Haan, Scott M.
  • City of Los Angeles hillside ordinance, Oshin Tosounian
  • Proposed NCSEA Certification Program, rcaimmel
  • Pile Design, Shamini Wijay
  • Downdrag on cast in place drilled piers (caissons), Mark Baker
  • High slump mix design, Michael Bryson
  • Baghdad Update - One of our own sustained injuries, Sprague, Harold O.
  • A Day in the Life of FEST-A Mosul Northwestern Division's Forward Engineering Support Team, Stuart, Matthew
  • [no subject], Shamini Wijay
  • 2003 IBC - Importance Factor & Base Shear, Chris Roper
  • Piles reparation, kamal Aghbal
  • RE: Question about brace design forces for columns, Sprague, Harold O.
  • Question about brace design forces for c, Roger Turk
  • possibly off topic - voloview question, Ken Peoples
  • RE: Question about brace design forces for columns (Thanks for th e info!), Carter, Charlie
  • RE: Question about brace design forces for columns (Thanks for th e info!), Melnick, Scott
  • Response spectra in seismic design., Carlos Avila
  • Nisqually 2001 Time-Acceleration data for STAAD/pro Input, Munoz, Pedro
  • Curved Stair Stringer, richard lewis
  • Bridge Design Software, TJ_Fu
  • flexible vs. rigid single plate shear connections, Ken Peoples
  • Multi-Lat 2003 now available, Dennis Wish
  • Virus Disguised as Security Update/Patch, Roger Turk
  • RE: I'm sorry, Tim Allison
  • Cor-Ten connections, Mark Miller
  • A 615 reinforcing, Al Grathwol
  • STRUCTURAL STEEL MEZZANINES, Juan José Treff
  • Wood beam repair, Ray Shreenan
  • RE: Dry Lumber, Oshin Tosounian
  • Wood Piles, Jim Persing
  • Why more Sheathing than in Zone 4???????, Dennis Wish
  • WOOD: Visually Graded Lumber - "Ripping" of Dimension Lumber, Bill Polhemus
  • WOOD: Visually Graded Lumber - "Ripping", Roger Turk
  • Re: WOOD: Visually Graded Lumber - "Ripp, Roger Turk
  • PCI/ PCA Embed Bolt Design, Andrew Kester
  • CONICAL ROOF SHEATHING, Pat Clark
  • [no subject], mdbrooks
  • magazines, Radoslav Petrov
  • Re: seaint Digest for 29 Sep 2003, Adam Vakiener
  • Proprietary concrete slab forming system?, Stuart, Matthew
  • Wood density, Mark Baker
  • AISC Appd'x 'B' - Effective width, richard lewis
  • one small request regarding bandwidth of digest, Christopher S. Campbell
  • Off topic, Michael L. Hemstad
  • Design of cantilever/pumphandle footings on pile caps, Eric McAndrew
  • Slab with Concrete Blocks, Shival Tailor
  • aisc revises professional membership dues structure, Melnick, Scott
  • RE: Proposed roof design, Troy Madlem
  • Strap Bracing for Metal Stud Wall, richard lewis
  • Re: Tapered Stem Wall using Enercal, ASLCSE
  • RE: Fibermesh Topping Slab, Stuart, Matthew
  • Structural Engineers on TV, pugliesi
  • RE: FEMA 310 Replacement?, Michael Bryson
  • Butt-welding a gap, Michael Bryson
  • Torsion in wood beam, Dennis Wish
  • Light Gauge Steel Stud Backup for brick, Kestner, James W.
  • Gaps in the annular space, kamal Aghbal
  • Fibermesh questions, GSKWY
  • Offset Moment Connection, CanitzCF
  • Re: seaint Digest for 5 Oct 2003, G Vishwanath
  • RE: Subject: Offset Moment Connection, Donald R. Bryant
  • Off Topic - Charity, Jason Kilgore
  • Jacketing piles of bridge, kamal Aghbal
  • Engineers on TV, Andrew Kester
  • QUESTION REGARDING WIND UPLIFT, Heide Hooks
  • RE: question on K factors and P-delta analysis, Mark Gilligan
  • Thickened Floor Slabs, Lester Unger
  • Rebar breaking, Michael L. Hemstad
  • Thickened Floor Slabs 2, Lester Unger
  • Wood Beam Torsion, Ray Shreenan
  • Barn Structure, Gerard Madden, SE
  • Contact loads from moving loads, Joseph Grill
  • stopping force/ cmu wall ftgs, Andrew Kester
  • Deflection limits for skylight support framing., Bruce Holcomb
  • Posting Live Load, richard lewis
  • Mold Remediation, richard lewis
  • Foundation Torsion, engineer101
  • RE: torsion in circular foundations, Andrew Kester
  • ASD One Third Factor, THunt
  • Wood continuous beams, Ed Tornberg
  • IBC 2003 and 9th Ed. ASD, Tripp Howard
  • Pipe Analysis, MBREngineering
  • Seminars on concrete reparation, kamal Aghbal
  • [no subject], k_mini
  • Need help with Structural software, Amr Hashem
  • RE: Rigid Wood Diaphragm?, David Merrick
  • Water Proof Membrane, richard lewis
  • Rigid Diaphragm for a L Shaped Building, Kipp . A . Martin
  • Off Topic - Paintball, Jason Kilgore
  • frost heave, Pat Clark
  • PCI Volume 5, Andrew Kester
  • Viruses (again), Roger Turk
  • testing n/t, Mike Jones
  • is it working, Al Greene
  • Is 'List Server' up or down, Sen, Ying-Tzung
  • This is only a Test, Gerard Madden, SE
  • Cantilever Pile CAps, Jim Schnitzhofer
  • Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
  • W Shape question, CanitzCF
  • RE: Reinforcing vs welded wire fabric, Syed Faiz
  • LRFD Live L application on simple span bridge, ozturk_ozgur
  • Plan review?, Andrew Kester
  • Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Mike Jones
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Stuart, Matthew
  • For the Record, GSKWY
  • Job Opening - Jr. Engineer, Rangaswamy, Aswin
  • Baseplate Grouting, Jim Persing
  • message 0012, ismet beg
  • Plan Check from a plan reviewer, Schwan, Martin K.
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Ben Yousefi
  • RE: Hyatt Regency Collapse (was:E: Plan Check (was Re: Rigid Wood Diaphragm?), Jim Persing
  • Q: Flatness Tolerances for Residential Slab, Bill Polhemus
  • Re: Q: Flatness Tolerances for Residenti, Roger Turk
  • RE: Flatness Tolerances for Residential Slab, Sprague, Harold O.
  • TEST -, Stuart, Matthew
  • List Server Problem, Stuart, Matthew
  • List Server Problem: On most of the emails that I get the only th ing that shows up is (see below):, Stuart, Matthew
  • Avo wrt ACI 318 Appendix D, Shapton & Partners
  • Look for a CA SE, Richard M. Beldyk, P.E., CPEng
  • RE: Plan Check, Michael Bryson
  • k's in LRFD Third Edition, Ken Peoples
  • [no subject], hennebrh
  • Wanted: Old Pre-eng building standards Drawings and Books, Paul Ransom
  • ANALYSIS PROCEDURE, Ravi Kumar
  • Testing, Stuart, Matthew
  • Test 2, Matthew Stuart
  • Welded Wire Reinforcement, GSKWY
  • Please help admit our friend back, G Vishwanath
  • Joist manufacturer, Bruce Holcomb
  • Seismic Load Factors, Michael L. Hemstad
  • Concrete Text Books, THunt
  • Web Plates on Col. Splices, Kestner, James W.
  • tie wires for ceilings, Mike O'Brien
  • Allowable thickness variance for steel plates per AISC, utej
  • allowable foundation and lateral pressure, Schwan, Martin K.
  • RE: Two-way flat plate moment frame question, Mark Gilligan
  • off topic: AutoCAD drawing presentation in powerpoint, Ken Peoples
  • IS IT JUST ME OR ARE OTHERS GETTING EMAILS WITH NO TEXT IN THEM OTHER THAN BELOW, Matthew Stuart
  • Flat plates, Andrew Kester
  • IS IT JUST ME OR ARE OTHERS GETTING EMAI, Roger Turk
  • Rebar Strengths, Jason Kilgore
  • Job Check lists, Hans Boge Jr.
  • Horizontal bracing seismic provisions (AISC or IBC), Rick Burch
  • Plumbing Penetrations through Post-Tensioned Foundation (Or: No Good Deed Goes Unpunished), Bill Polhemus
  • Re: Hardy Frames, desi j kiss
  • Construction accounting software, jccpc
  • Foundation Waterproofing, richard lewis
  • Precast tension stresses, Jake Watson
  • Re: microwave test for measuring water content in fresh concrete, GSKWY
  • Slabs on Compressible Voids, GSKWY
  • blast and progressive collapse, Melnick, Scott
  • Thickened footings under interior braced walls (Was: RE Hardy Frames), Thor Matteson, SE
  • Alternate BWP's (Thor & Dennis), Dave Adams
  • Expansion Joints in concrete slab, G M
  • double nut anchor bolts, PFFEI
  • Bolt question, Chan, David
  • INFO REQ: Source for Scrap or Surplus Sheet Pile, Bill Polhemus
  • Masonry lap splice, HBAP
  • Glulam Roof Girders in a Tilt-Up, Gerard Madden, SE
  • Re: Nail Embedments & Stapled shear panels, Thor Matteson, SE
  • Beam Bearing Stiffeners, Ricky Leblanc
  • RE: Blind Fasteners for Structural Applications, Sprague, Harold O.
  • Residential Roof Diaphragms, Ed Tornberg
  • Army/Air Force Technical Documents, GSKWY
  • RE: Masonry lap splice (fwd), Scott Maxwell
  • minimum wind loads in the IBC, Schwan, Martin K.
  • Re: Column located on 4" existing concrete slab, Stanley E Scholl
  • RE: wind loads, Andrew Kester
  • Conodeck Joists, Glenn Deppert
  • steel formdeck as shearwall?, John C. Jones
  • Old concrete masonry, Michael L. Hemstad
  • Atlantic City Garage Collapse, Matthew Stuart
  • CA SE, da
  • [no subject], Matthew Stuart
  • Lynn S. Beedle, Ken Peoples
  • Special Inspection, GSKWY
  • Pre-Fab wall of Conc. Block, David Merrick
  • New home problems, Andrew Kester
  • New home problems- retry, Andrew Kester
  • Tropicana Garage Collapse, Matthew Stuart
  • Floating Stiffened Slab Supported on Piers, Bill Polhemus
  • soil-pile-structure interaction, David Evans
  • New Materials, wsp
  • Off Topic - Thank you., Daryl Richardson
  • Re: Off Topic - Thank You, G Vishwanath
  • Re: seaint Digest for 1 Nov 2003, Thuan Cao
  • Hanger Reinforcements, Wontae Kim
  • ASCE wind load question, Andy Richardson
  • Rebar Tension Lap Splice in frame columns, nitin Christopher
  • CBC 1921.4 Frame Members Design, nitin Christopher
  • CA SE / SE2, Michael L. Hemstad
  • Re: Weld bolts, Ben Zhou
  • 2U, paag faag
  • SEAINT Website, Dennis Wish
  • concrete tanks, brian stanley
  • RE: Hanger reinforcement, Chad Van Kampen
  • SE Tests, Andrew Kester
  • Aluminum, Jason Kilgore
  • AISC contest, Carter, Charlie
  • RE: Sick Profession?, Caldwell, Stan
  • Regional permitting differences - calculations, John C. Jones
  • Re: calculators at licensing exams, Greg Spontak
  • Steel Stair Treads, richard lewis
  • Tests, etc., Andrew Kester
  • sill plate cupping/lifting?, Marc
  • Re: Reusing Foundations (was: SE Tests), Roger Turk
  • [no subject], Jake Watson
  • Building Code Complexity, Sherman, William
  • "Lamella" Wood Roof Construction, Eknrinc
  • RE: Peer Reviews & Value Engineering Reviews, Sherman, William
  • Dowel brng strength (Fe) for ASTM A36 Stl in 2001 AF&PA NDS, utej
  • Seals and signatures, Jim Persing
  • Re: SE Tests and Seals and Signatures, GSKWY
  • Canandian Concrete Code Question, GSKWY
  • Hanger Reinforcement - Precast Spandrels, Wontae Kim
  • Unbraced Length for Stair Stringers?, Dan Boltz
  • Relative Rigity Calculations?, Dan Boltz
  • Steel Joist Designation - 1950's...Not in SJI Manual, Robert Rogers
  • Interstory Drift and the Wind Directionality Factor, Christopher Conrad
  • Floating Stiffened Slab on Piers, Bill Polhemus
  • CA PE with regards to WA PE, Seth W. Cutler
  • SE Test, Keith De Lapp
  • Mono Stringer Stairs, CanitzCF
  • fema 356 foundation acceptability, yilmaz yuva
  • Concrete Floor Textbook, GSKWY
  • RE: SICK PROFESSION, Rbengrguy
  • 4u2c, paag faag
  • Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Dennis Wish
  • French Stuff, savksa savksa
  • ASCE7/IBC 2000 minimum wind load, Dwain Hendershot
  • H-1B Abuse was: Sick Profession, Dennis Wish
  • RE: Outsourcing - Part I (was Sick Profession) a response to Stan Caldwell, Scott, William N.
  • Re: Former professor leaves legacy - The Brown and White, Rbengrguy
  • H1-B -Abusers, Gerard Madden, SE
  • IBC 2000 load combinations, Dwain Hendershot
  • pre engineered metal building detailing, yogesh patil
  • Re: GOOD PROFESSION, Stanley E Scholl
  • Timber pile uplift anchorage..., Mike Jones
  • Off Topic? NYC Subway, M. David Finley, P.E.
  • Re: Off Topic? NYC Subway, Ray Pixley
  • Fire Rating for Canopy - IBC 2000, Terry Triest
  • [Freedom-S] 4U2C, paag faag
  • foreigners... gotta love them, Andrew Kester
  • Re: out of plane anchorage Question, Chris Roper
  • staples vs. nails, Jason Kilgore
  • ASTM A 36 steel, GSKWY
  • McStructural?, Caldwell, Stan
  • A706 & A615 Reinfocement, SE3949
  • Piping & Ducts supports, SE3949
  • linear and non linear stability of medium and tall buildings, Silenio Marciano de Paulo
  • Discovery Adventure Series Seeks Structural Engineer, Jake Laufer
  • Shear tranfer from roof diaphragm to shearwalls with eaves?, Dan Boltz
  • Exporting America (Use or abUSE), Dennis Wish
  • Jobs vs. political parties, Dennis Wish
  • Paul Fratessa: GOOD RIDDANCE, Bill Allen
  • RE: Shear transfer from roof diaphragm to shearwalls with eaves?, Schwan, Martin K.
  • seismic design of stairs, William Pulyer
  • truss blocking, Andrew Kester
  • Shear Transfer from roof diaphragms...., Dan Boltz
  • Uplift on Belled Drilled Pier, richard lewis
  • RE: McStructural? [Not Political], Caldwell, Stan


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