SEAINT Mail Archive 2005 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 2455
  • Assistance With Retaining Wall, Wood vs. Block?, Rick Reineman
  • Re: IL License, Scott Maxwell
  • Re: IL License, sscholl2
  • RE: Exotic Wood Question, Benjamin Cornelius
  • International Engineer Awards Fund, Rbengrguy
  • Fw: Tsunami, James Cohen
  • welding to structure painted with lead base paint, Ken Peoples
  • Insulrock diaphragm, Will H
  • [no subject], dennis . niehoff
  • tsunamis and american election politics., Chris Campbell
  • [no subject], Ahmad . Asili
  • Segmented Retaining Wall Performance Specifications, Rich Lewis
  • Slightly O.T.: Residential Construction - Weather-Resistant Exterior Walls, Bill Polhemus
  • RE: CFS gage on drawings, Sherman, William
  • Thickened slab detail, Jim Wilson
  • Are Roof Top Units considered Dead or Live Loads?, Daniel Boltz
  • RE: [SPAM] - Are Roof Top Units considered Dead or Live Loads?, Syed Faiz
  • AutoCAD V2000 CA SE Stamp, Shapton & Partners
  • Password - Excel, ASQENGG2
  • Test, John C. Jones
  • Design of Laterally Loaded Piles, Todd Lacher
  • Post Tension Anchor Bolts, Rich Lewis
  • Wind Load on a Two Sided Building, Brian S Bossley
  • CFRP durability questions, Mayo, Daniel
  • Re: Looking for "Theory of Elastic Stability" by Timoshenko and Gere, Arvind Bisarya
  • Test - verify post on listserver, Sherman, William
  • RE: Cranes: Curved Track Monorail, David Maynard
  • Struct Eng needed Chicago area, Desi Kiss
  • Battered piers/piles, Sherman, William
  • controlling vibration on existing steel joist floor, Pedro Khouri
  • Fw: Tsunami - how many disasters, James Cohen
  • Marshall Stability Test, GSKWY
  • shear strength of reinforced masonry walls, j.n.sigalas
  • Forming a LLC in California, Amehrabi
  • Re: Virtual Work, Nico Laban
  • Bridging Strapping for CFS joists, Wesley Werner
  • ACI 302 floor classes, GSKWY
  • Joke: A scene from "A Few Good Structural Engineers", Foy, Warren
  • RE: Swamp cooler, Sherman, William
  • LRFD Manual Ex 5.1 page 5-12 to 5-16, Szuchuan Chang
  • wind load on 2 sided structure, akester
  • RTUs - Dead load?, akester
  • OT: NEWS ITEM - "Why you should ditch Norton AntiVirus", Bill Polhemus
  • pile lateral analysis programs, Bruce Holcomb
  • Analyzing Existing Joists for Snow Drifts...., Daniel Boltz
  • Seismic Loading?, Daniel Boltz
  • Modifying an existing roof truss, David Maynard
  • mix and match?, David Adie
  • Concrete Achor Bolts in Shear, Peder Golberg
  • Perforated plywood shear wall, ASLCSE
  • RE: a few good engineers, akester
  • tsunami volunteers, akester
  • Re: LLC in California, Amehrabi
  • IRC Braced Panels, Ed Tornberg
  • Football Goal Post Foundation, CanitzCF
  • tsunami 2..., akester
  • Asian Relief, James Getaz
  • Timber Truss Gusset Plate, Rich Lewis
  • mix and match - repost, David Adie
  • Compression Capacities for WFs with Webs Not Compact, Szuchuan Chang
  • High tensile bolts, Haresh Panjwani
  • OT - Does spelling really count?, Dennis S. Wish, PE
  • Download Presentation made in last meeting, Bhavin Shah
  • ON WAVE TERMINOLOGY, ASC
  • Extending concrete filled HSS columns, Jim Wilson
  • passive energy dissipation, David Topete
  • major tom, David Adie
  • Handrails..., David Fisher
  • ...a couple more details..., David Fisher
  • OT - broncos rule, David Adie
  • THAT SEISMIC STUFF NEED NOT BE SO PAINFUL, ASC
  • NEHRP News, THunt
  • RE: OT - broncos rule - really a wind load question, David Adie
  • RE: FEMA / IRC Braced Panels, Eli Grassley
  • RE: Handrails... RE: ...a couple more details..., Honles, Thomas
  • Tilt-Up Reference, Rich Lewis
  • Tilt-Up manual, HBAP
  • SMRF Strong Column - Weak Beam condition at Roof, Nitin Christopher
  • OT: Blogging, Bill Polhemus
  • Factored Load Combinations with Cranes, Rich Lewis
  • Truck Loading Info, Jim Wilson
  • Re: R value for Ordinary Moment Truss Frame, Gautam MANANDHAR
  • Mass realty check..., David Fisher
  • RE: Blogging, Garner, Robert
  • Anybody Using SSMA Designations for Call-Outs on Light Gage Structures ?, Robert C. Rogers
  • SSMA Designations, Robert Freeman
  • aci 318-02 vs. 318-99, Jason Atwood
  • IRC Braced Panel Discussion, J. Daniel Dolan
  • SSMA Catalogue, Robert Freeman
  • Dynamic Design, vicpeng
  • minimum snow load in USA, Ángel Gómez (megared)
  • tilt-up stuff..., akester
  • Minimum thickness of steel embed plates, Michael Bryson
  • Re:seaint Digest for 16 Jan 2005 (Out of The Office), Maroun El-Hage
  • steel beams bearing on wood columns, Ken Peoples
  • Equestrian bridge loads, Sherman, William
  • IRC and Plan Reviewers, Joe Grill
  • RE: Equestrian bridge loads and railings, Sherman, William
  • embed plate thickness, akester
  • Checker plate info required., Michael Laplante
  • Off Topic - An engineer probably should know this, but I don't, Rich Lewis
  • OT, Michael L. Hemstad
  • Email management, Hans E Boge
  • ultrasonic thickness gage, Ken Peoples
  • Deflection criteria for veneer support, mredling
  • Slab buckling, Mark Pemberton
  • RE: Dynamic Design-Chopra, Michael Bryson
  • Brick veneer on PreEngineered Metal Building, Rich Lewis
  • Shear values for stucco, Joe Grill
  • Who is the EOR?, Kestner, James W.
  • Steel Beams on Wood Posts/Columns, Jim Wilson
  • Ledger type attachment to a chimney?, Jim Wilson
  • RE: flatcar bridge, Matthew Jordan
  • Re: Using SSMA Designations for Call-Outs on Light Gage Structures ?, Jeffrey Fertich
  • Lateral load on decks and mezzanines, Mark L. Puccio
  • Wood Frame Construction Manual, Joe Grill
  • plaster expert in PA area, Ken Peoples
  • Fireplace soot--was: Off Topic - An engineer probably should know this, but I don't, Michael L. Hemstad
  • Trussed arch effective length, Haan, Scott M.
  • RE: Thickness measuring, Garner, Robert
  • References and Links, Paul Feather
  • culverts, DA
  • brick, stucco as shear, CMU hole.., akester
  • RESIDENTIAL: "Reasonable & Customary Fees", Bill Polhemus
  • Reinforcement by Steel In R.C.C. Construction, Bhavin Shah
  • Chopra Book, vicpeng
  • Test Message, Garner, Robert
  • [no subject], j.n.sigalas
  • Fw: [Hazardmit] Constructing Wind Resistant Roofs - A DisasterMitigation Project, James Cohen
  • Glu-lam beams, jascopac
  • Welding Stainless Steel, Nels Roselund
  • Bad or Good Habit?, Joe Grill
  • Re: Server Down - Bad or Good Habit?, Markajohn
  • Dynamic seismic analysis - transformers, Neil Moore
  • Macomber joists, Drew Morris
  • RE: arched roof wind theory, akester
  • Cantilever Diaphragm, Joselito A San Juan
  • RESIDENTIAL: Shearwall Line Offsets, Bill Polhemus
  • Canopy Roofs, Andy Richardson
  • Specifying CMU block weights, Jim Wilson
  • [no subject], Joe Grill
  • Arched Roof C&C Wind Loads, Dickey, David
  • Web connection holes, Al Greene
  • Steel Frame Design, Ed Tornberg
  • Plywood shear wall definition, Mark Schroeder
  • Flood Loadings - ASCE 24 v. ASCE 7, Jim Wilson
  • Construction Tolerance, jascopac
  • Proctor Tests, GSKWY
  • Re: canopy wind, akester
  • Solid blocking between 2x outlookers, Jim Wilson
  • [no subject], Stoyanka Kotorokova
  • leaving seaint, Stoyanka Kotorokova
  • WOOD: Field Splicing, Bill Polhemus
  • Tie Reinf. and ICF wall design, Joe Grill
  • Files Posted to the Server, Tripp Howard
  • Rebar Spacers in PC beams, Glen Underwood
  • Precast concrete beam help needed, Ken Peoples
  • Misc Comments on Concrete Discoloration, GSKWY
  • "Flitch" Beam vs. Engineered Wood, Bill Polhemus
  • ASCE 7 Snow Drifts, Brian S Bossley
  • AAC, Andy Richardson
  • Exterior confinement reinforcing for CMU columns, Drew Morris
  • aluminum design, John J. Treff
  • PT slab design guide tables ?, Tejas Ins
  • canopy wind loads, akester
  • Split ring failure, Rich Lewis
  • Residential Foundation and CABO, Jim Wilson
  • Jenna's Bill, Garner, Robert
  • IBC Seismic, Ed Tornberg
  • RE: Proctor Tests - Why, Mark Gilligan
  • OFF TOPIC - SE / PE initials, Yi Yang
  • RE: aluminum design - seismic behavior, Harold Sprague
  • one way & two way standard bar cut-off, CLINT ALBUNIAN
  • Unreinforced foundation walls and PE/SE debate, Don
  • AISC Manual, John C. Jones
  • Asking is not disqualifing, David Merrick
  • RE: PE/SE debate, David Adie
  • Wheeling Roof Purlins?, Brian S Bossley
  • Off Topic - SE/PE initials along with MS/PhD, Nitin Christopher
  • PE/SE debate (was unreinforced foundation walls), Paul Crocker
  • canopy winds, akester
  • Rehabilitation of a historic building, Alberto Guida
  • API-650, Brian S Bossley
  • Mount Zion Hospital bldg Grant St, San Fran, Ca, Rand Holtham, P.E.
  • Open Web Steel Joist Programs?, Gary Hodgson & Associates
  • RE: API-650 - FEMA 450, Scott, William N.
  • Middle East response spectra maps, Timothy Allison
  • OFF Topic Spyware Programs, Jnapd
  • Load Paths, Bill Allen, S.E.
  • Re: SEAoT LEGISLATIVE ALERT, Bill Polhemus
  • AISI Tension Connection, Will H
  • WOOD: Criteria Selection of Joists, Bill Polhemus
  • AUTOCAD: NEED HELP RECOVERING DRAWING!, Bill Polhemus
  • STEEL: Welding of Steel Bar Grating, Bill Polhemus
  • ASCE 7-02 Enclosure Classifications, Rob Still
  • OT: Download accelerator plus, Junata
  • (Fwd) Re: FW: Open Web Steel Joist Programs?, Gary Hodgson & Associates
  • Bay Bridge Seminar at UC Berkeley, Monday Feb 7th, A. Astaneh
  • Re: Unreinforced foundation walls, Stanley E Scholl
  • ACI 117, GSKWY
  • Recommended Viewing: Dirty War, Caldwell, Stan
  • RE: Download accelerator plus, Ahmad . Asili
  • Top coating a slab on grade, Jim Sherman
  • tilt-up concrete walls, Chris Campbell
  • Load Factor Question, Bill Allen, S.E.
  • FW: NIST WTC report peer review, Caldwell, Stan
  • OT: Armor-Plated Email Server, Bill Polhemus
  • (Fwd) Fw: Bell Canada Alert!!! NOT A JOKE, Gary Hodgson & Associates
  • Cable Tie Down for FRP Tanks, Acie Chance
  • [no subject], Rick Stone
  • In order to pass SE 1?, Wontae Kim
  • List Server Down? - Again, Markajohn
  • foundation on rock, Casano, Karen
  • Contract Language - Courts, Rich Lewis
  • RE:Subject: foundation on rock, Mark Gilligan
  • Engineers and Specifications, Mark Gilligan
  • [BUILDINGS] Standards (or Recommendations) for "Flatness" of Commerical Building Slab-On-Grade Floor, Bill Polhemus
  • CMU shearwalls, Will H
  • Column Base Plates, Kestner, James W.
  • Capillary Breaks, GSKWY
  • Re: Surface Penetrating Radar (SPR), Jnapd
  • RE: Standard for Number of Required Borings?, Lutz, James
  • WWR or WWF? (WAS: Capillary Breaks), Eli Grassley
  • Concrete Fibers, CanitzCF
  • Re: WRI? (was Re: WWR or WWF? (WAS: Capillary Breaks)), GSKWY
  • Order of the Engineer, GSKWY
  • re: marketing, akester
  • Concrete: 3000 psi and special inspection, Ed Tornberg
  • Tie Beam, CLINT ALBUNIAN
  • Wood joist software, Kevin Below
  • RE: Bay Bridge Discussion on Barbara Simpson Show, Bill Allen, S.E.
  • More concrete fibers, GSKWY
  • Railcar Bridges, Joseph Grill
  • Metal Building Systems: Designs and Specifications, Mike Jones
  • Foundation Drains, Randy Diviney
  • Andrew Kester, Paul Feather
  • Suing the engineer ..., GSKWY
  • Stairway Landing, Jim Hamilton
  • Diaphragm design, Briceno, Cairo
  • airborne vehicles, Candi Anderson
  • French Airport Roof collapse, Ron Hill
  • Design, cairo brice˝o
  • Structural importance of full-depth shrinkage cracks, Kevin Below
  • ASCE seminar question..., Mike Jones
  • Pavers on Bridge Deck, M. David Finley, P.E.
  • Stainless steel fasteners joining aluminum clip onto galvanized steel, Honles, Thomas
  • 3000 psi concrete and special inspection, Ed Tornberg
  • Eucy Poles, Sharon Robertson
  • construction loading on pipe culverts, Candi Anderson
  • Durock w/ sheet metal studs, Specs?, refugio rochin
  • Engineers and Lawyers, Acie Chance
  • PSI, S. Gordin
  • wood piles, David Handy
  • Timber piles and caps, Candi Anderson
  • Looking for Structural failure pictures, L. Pack
  • Even more fibers, GSKWY
  • Doubling a wood I-joist, Jim Wilson
  • ASCE 7-98 Wind Design, Michael L. Hemstad
  • Built-up steel column, Joe Grill
  • Wind Exposure D, Ed Tornberg
  • Bay Bridge related info from Astaneh, A. Astaneh
  • spatial steel roof - seismic, YILMAZ YUVA
  • scuppers, Candi Anderson
  • Granular Layer over Vapor Retarder, GSKWY
  • Scupper, Robert Freeman
  • Galvanized aluminum?, Jim Wilson
  • Galv. aluminum reinforcement, Robert Freeman
  • Re: WIND: Storm Track Probabilities, Jim Wilson
  • Re: Storm Track Probabilities, James Cohen
  • OT: Digital Camera, Dennis S. Wish, PE
  • RE: Digital Camera, Garner, Robert
  • Architect changed engineer's plan, David Smith
  • structural fee for apartment, dnae
  • Calculating B-deck Deflectoins, Example, Szuchuan Chang
  • Code Clarity (was 3000 psi concrete and special inspection), Dmitri Wright
  • 1997 UBC Section 1630.10.3 Limitations on Story Drift, dennis . niehoff
  • lally column post caps, Jim Wilson
  • OUT ON A LIMB: Showing Sample Documents on My Company Website, Bill Polhemus
  • construction joint, Hui Li
  • Shear friction methods in masonry, Joe Grill
  • CONCRETE: PTI SOG Manual 3rd Edition, Bill Polhemus
  • Hairy Slabs, Will Haynes
  • FEMA 350 & Composite Steel Beams, Jonathan Smith
  • "What Do I Need You For?", Bill Polhemus
  • New "ghetto" web domains, Jordan Truesdell, PE
  • enercalc - lrfd - steel column, David Adie
  • hollow core slabs, Candi Anderson
  • Retaining Wall Design in ASCE7, Brian S Bossley
  • RE: OUT ON A LIMB: Showing Sample Documents on My Company Website, Jordan Truesdell, PE
  • Steel beam unbraced length limit, Will Haynes
  • O.T. Digital Photos and free Picasa2, Dennis S. Wish, PE
  • Stitch plate in double angles, Rich Lewis
  • Expansion Joint Floor Cover, Rich Lewis
  • Expansion joint cover, Robert Freeman
  • Picasa2, G Vishwanath
  • RE: Image Database, Pilarski, Paul
  • New Motherboard, vicpeng
  • RE: Stitch plate in double angles, Re: seaint Digest for 24 Feb 2005, ASTANEH-ASL, Abolhassan, Professor, UC-Berkeley
  • void drains, Candi Anderson
  • Re: New Motherboard ... computers, motherhood and apple pie ..., Rhkratzse
  • Wintel addiction [was: New Motherboard], Paul Ransom
  • Summer Internship(IIT Bombay), Dhawal Agarwal.
  • Embedding pictures into Reports, Dennis S. Wish, PE
  • Student Project - Bridge Questions, dparker10
  • Precast Prestressed Bridge Beams, Will Haynes
  • Re: seaint Digest for 28 Feb 2005, Ravindra K Mahajan
  • Metal Stud Design Spreadsheet, Rand Holtham, P.E.
  • FW: Professional Duties, Rob Still
  • TM5-809-10 1982 edition, Drew Morris
  • Structural Slabs@Parking Garage, Joints?, refugio rochin
  • Wind Load- Internal Pressure Coefficient GC_pi, Wontae Kim
  • Recommended Lateral Force Requirements and Commentary, 1975 edition base shear formula, Drew Morris
  • Comments On Proposed Draft for ESR, Bhavin Shah
  • Off topic - Outlook pst file size problems, Ken Peoples
  • European steel profiles, Michael Laplante
  • older section properties, Candi Anderson
  • Job Opportunity, james.lutz(--nospam--at)earthtech.com
  • 1/2" A307 bolts or lag bolts, Peggy Dall
  • Remove Weld Backing Bar, ASCE 31 Review, Szuchuan Chang
  • Mud Slides Reinforce the Point That Engineering Matters, Jim Getaz
  • Ray Pugliesi/Degenkolb is out of the office., pugliesi
  • waterproofing a retaining wall..., Phil Rossington
  • Column Reinforcing, jwknospam
  • I need some pdf books about steel detailing, xuan deng
  • Business policies on snow leave, Candi Anderson
  • Retaining Engineer for Disaster Response, Avicpeng
  • Steel and Elevated Temperatures, Eknrinc
  • [Fwd: Fw: KEY ALERT: OPPOSE A.B. 1024!], dnae
  • cmu wall control joints, Mark D. Baker
  • [no subject], Avicpeng
  • Re: KEY ALERT: OPPOSE A.B. 1024 - SEAOC Response, Rhkratzse
  • Interesting University Bridge Project, refugio rochin
  • Ceiling deflection damage caused by excessive snow - who is responsible, Dennis S. Wish, PE
  • To Dennis Wish[Fwd: Ground Snow Loads], Daryl Richardson
  • Washington State AutoCAD Stamp, Paul Feather
  • Dox Plank, Frank Marafioti
  • Re: Ceiling deflection damage caused by excessive snow - who is responsible, Jnapd
  • Re: Ceiling deflection damage caused by excessive snow - who  is responsible, Rhkratzse
  • Re: Ceiling deflection damage caused by excessive snow - who  is responsible, Jnapd
  • Re: Ceiling deflection damage caused by   excessive snow - who  is responsible, Rhkratzse
  • Re: Ceiling deflection damage caused by excessive snow - who is responsible, Jnapd
  • Re: Ceiling deflection damage caused by   excessive sn ow - who  is responsible, Rhkratzse
  • Re: Incompetent Plan Checker -- Was: Ceiling deflection damage caused by excessive snow - who  is responsible, Rhkratzse
  • Abolition of California Professions Board, RonHSE
  • Re: Plan check-snow, etc., Stanley E Scholl
  • Wood frame diaphragms - wind v. seismic capacity, Jim Wilson
  • Precast beams, Candi Anderson
  • Re: Incompetent Plan Checker -- Was: Ceiling deflection damage caused by exce..., BCainse
  • Re: Incompetent Plan Checker..., Rhkratzse
  • Public Works Specifications in Cabo San Lucas, Garner, Robert
  • Tongue & Groove Diaphragm Retrofit, Lutz, James
  • Bay Bridge Seminar , Wednesday March 9, ASTANEH-ASL, Abolhassan, Professor, UC-Berkeley
  • Fire Damaged Slab on Grade, Jonathan Smith
  • incompetence, snow days and SEA-INT, Chris Campbell
  • RE: Steel Stair with horizontal bracing, Stuart, Matthew
  • Personal Attacks, Michael L. Hemstad
  • Weights for design, David Smith
  • Bridge Pile Sway Bracing, Will Haynes
  • How to eBay Search for available books in "Structural Eng." field, Kristyn J. Hill
  • Southern Pine Pressure Treatment, Robert Freeman
  • RE: Southern Pine / Pressure Treated, Eli Grassley
  • Pressure Treated Wood, Robert Freeman
  • Multi-Story Timber Design!, Ramesh S. Sant
  • RE: Books in "Structural Eng." field, Dave Adams
  • Multi Story Wood structure, Robert Freeman
  • Re: Incompetent Plan Checker -- Was: Ceiling deflection damage caused by exc..., ASLCSE
  • Multi-story wood framed w/lots of openings, David Smith
  • Steel specification/standard, Nat Mohanram
  • California Building Standards Commission vote, Tom Skaggs
  • Proofreading • Clarity • "Perforated Shear Walls" • Paris Airport Terminal Collapse, Rhkratzse
  • Re: Incompetent Plan Checker -- Was:  Ceiling deflection damage caused by exc..., Rhkratzse
  • RE: Delegation of responsibility - was "plan checker" which was "ceiling deflection", Sherman, William
  • RE: eBay books in "Structural Eng." field, Dave Adams
  • Semi-rigid steel connection, Silenio M. de Paulo
  • Re: Plan Checking, Stanley E Scholl
  • sprinklers, fire damage to slab, akester
  • Brick Building, Mark Pemberton
  • 2002 aisc seismic provisions, David Adie
  • Wide-format Printer/Scanner, Wesley Werner
  • Cylindrical Tank Liquids, Avicpeng
  • Guide for the Design of Crane Supporting Steel Structures, Daryl Richardson
  • ACI 318-2002 Creep, Shrinkage, 김양수
  • Buy American Steel, Ken Peoples
  • California *possibly* adopting the IBC, IRC and IFC, David Topete
  • 1923 Vintage CA Concrete Building, Eknrinc
  • Single-angle & single-plate shear connection design, Bruce Holcomb
  • Vintage 1923 CA concrete building, HBAP
  • Two way shear in flat slab, Bhavin Shah
  • live load for heavy equipments, Junata
  • Great Structural Note regarding Structural Steel Detailing, Ken Peoples
  • beach front construction materials, Mark D. Baker
  • [no subject], Mark D. Baker
  • Stucco over cardboard siding, Raymond Shreenan
  • FW:, LaCount, Curt
  • Return Receipt Emails WAS Re: ACI 318-2002 Creep, Shrinkage, Jim Wilson
  • Response reduction factor, Bhavin Shah
  • Thermal joints, Rob Still
  • ASCE 7, M. David Finley, P.E.
  • RE: Perforated Wood shear wall, Gautam MANANDHAR
  • Aluminum manual on CD-ROM question, Jordan Truesdell, PE
  • Adding nail values to bolt values, Joe Grill
  • Road Repair Advice Needed, Dennis S. Wish, PE
  • thermoply, akester
  • RE: beach front construction, akester
  • RE: Beach front property, Jim Getaz
  • Crack monitoring, Jim Wilson
  • Wood post to sloped beam connection, Jim Wilson
  • Concrete Pile Cap to Steel Pile Load Transfer, Brian S Bossley
  • good engineering dictionary and p.e. advice, Jen Wadsworth
  • brick site walls, Mark Pemberton
  • Re: Adding nail values to bolt values--OT re codes, Rhkratzse
  • off topic global economics..., akester
  • last off topic, sorry...., akester
  • Corrosion of Reinforcement, Bhavin Shah
  • Here we go again - Re: last off topic, sorry...., Jim Wilson
  • I Got Th' "Eagle Done Flew" Blues!, Bill Polhemus
  • Repair of Aluminum Trusses, Gary Hodgson & Associates
  • RE: last off topic, sorry.... Now: Is this really off-topic if it affects your potential earnings?, Honles, Thomas
  • engineering fees ( was OFF-TOPIC...), Honles, Thomas
  • [Fwd: Really Questioning 9-11 [Book]], Bill Polhemus
  • STRUCTURAL ENGINEERING CERTIFICATION BOARD: What's The Deal?, Bill Polhemus
  • Re: I Got The' "Eagle Done Flew" Blues!, Jim Wilson
  • IBC 2000, Michael Laplante
  • Engineering dictionary, HBAP
  • Solo Practice - Billing Software, M. David Finley, P.E.
  • PRACTICE: "Forecasting Reports", Bill Polhemus
  • Need Engineer in San Jose for Light-Framing, Dennis S. Wish, PE
  • SE REVIEW WORKSHOPS IN LA & SF (BASED ON THE 2001 CBC & 2003 IBC), StructuralReview
  • REFERENCE, John J. Treff
  • Pe test advice, refugio rochin
  • HUD permanent foundations, Jim Wilson
  • BAR7 Rating Analysis Program, Candi Anderson
  • brick monuments, Mark Pemberton
  • Masonry - Split Face Block, M. David Finley, P.E.
  • California Building Code, Paul Feather
  • Retrofit masonry reinforcing, Joe Grill
  • settlement of foundation, dnae
  • [no subject], dnae
  • Retrofit Masonry walls, Robert Freeman
  • Equipment Base Design, davisp2
  • C Clamps, Rich Lewis
  • Pe advice, refugio rochin
  • Collector Design with 5% ECC & omega, Alex
  • Re: PRECAST/PRESTRESSED BEAMS, Gil Brock
  • Deflection of Cantilever Beam with Moment at Free End, M. David Finley, P.E.
  • App weight of steel tank, Nat Mohanram
  • "Open Letter to the Hosts of the 'Better Home Show' Radio Program", Bill Polhemus
  • moment due to differential settlement, DA
  • Estimate for Structural Assessment, John H. Cato, jr, R.A.
  • Nashville, TN area foundation help, Rich Lewis
  • Residential Footing projection P, Jim Wilson
  • Rolling Shear on Wood Nailer, lrhauer
  • allowable stresses for wood floor joists - Phila. PA, Ken Peoples
  • RE: moment due to differential settlement - signature, David Adie
  • Re: Correction to Rand's formula-Not Needed?, Rand Holtham, P.E.
  • Shear reiforcing in Mat foundation, Rich Lewis
  • Low Seismic Design Catagory, Jake Watson
  • Impact loads for Concrete Design, Rich Lewis
  • Clothing rack, Mark Pemberton
  • Enroll, CLaines
  • building implosion, ÷zdemir
  • foundation retrofit, akester
  • IBC2000 versus IBC2003, Jen Wadsworth
  • Timber connections, Candi Anderson
  • 1982 Southern Building Code, Randall H. Collier
  • wood defects - how much is too much, engineer101
  • Isotropic bridge deck design method, Wontae Kim
  • Lattice Tower Bolts, Michael L. Hemstad
  • test ... delete, Dave Adams
  • WWF in slabs on metal deck, Will Haynes
  • DEMOLITION, ASC
  • Masonry Book, M. David Finley, P.E.
  • Bar Placement in Slab with Laser Screed, Rich Lewis
  • British Standards and Codes, Bob Riley
  • wood screw design info (contractors substitution), David Handy
  • RE: Crushed Gravel Moisture Content, Stuart, Matthew
  • ACI 543R, Tripp Howard


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