SEAINT Mail Archive 2005 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 2460
  • Re: Post-Tensioning Repair, gskwy
  • Large Industrial/Severe Duty Concrete Pavement, Ken Peoples
  • ACPA Design of Heavy Industrial Concrete Pavements, Ken Peoples
  • Flat plate punching shear, Anantha Narayan C.K.
  • Design of Environmental Structures, Sherman, William
  • HNDED-CS-93-7, Foy, Warren
  • PT repair, gskwy
  • Formula for Fp with Braces, Markajohn
  • Job in LA, Javier Encinas
  • diamond plate, Sharon Robertson
  • OT - Router vs Ethernet Hub, M. David Finley, P.E.
  • Lean concrete as structural fill?, Jim Wilson
  • RE: Woodbar floor joist, Dan Morrow
  • Engineering unification, Dennis S. Wish, PE
  • Re: Flowable Fill, Kris Hamilton
  • RE: Flash Fill?, Sherman, William
  • CA Plans Stamping, Jason Atwood
  • CMU Stair/Elevator Shaft, Jim Wilson
  • RE: Form release oil, Tom Skaggs
  • UFC 4-010-01 (DoD Minimum Antiterrorism Standoff Distances for Buildings), Petaja, Matt S
  • Use Sheetpiles for Shearwall, Enas, Gordon
  • Seismic Force Resisting Systems, Michael L. Hemstad
  • RE: 3/4" and 1 1/8" Plywood Shear Value (diaphragm)?, Scott, William N.
  • 2x6 Studs or 2x4 Studs for a two story building?, Joseph Harouni
  • Gypsum Roof Plank Load Tables, Roger Davis
  • Protecting an exterior slab on metal deck, Jim Wilson
  • Lean Manufacturing Engineering, 6-Sigma, Wontae Kim
  • Re: Subject: 3/4" and 1 1/8" Plywood Shear Value (diaphragm)? (by Joseph Harouni), Kris Hamilton
  • [no subject], Samer Al Aboud
  • RE:, Lutz, James
  • raft foundation design, M.Zubair Asghar
  • Canadian license "plan stamping" rules, Scott Maxwell
  • Masonry shear walls, Michael L. Hemstad
  • Sequence of girt installation, Rich Lewis
  • single-bolt steel connections, Bruce Holcomb
  • Protecting an exterior slab, Robert Freeman
  • Rectifying faulty beveling in Moment connection, G Vishwanath
  • SIMULATION OF EXPLOSION EFFECTS, ASC
  • RE:Sequence of girt instalation, Adam Vakiener
  • Wood, masonry & moisture, Dave Adams
  • Plan Checkers in Alaska, Avicpeng
  • Off Topic - Banff, Paul Feather
  • California plan stamping, Dennis S. Wish, PE
  • 1x4 bracing on bottom of deck joists for sway bracing in category D siesmic and 80mph exposure C wind? (fwd), SCN User
  • Golf your way to continuing professional competency, Jordan Truesdell, PE
  • General Dowel Equations, Avicpeng
  • Unlicensed firms and engineers, Andrew Kester, P.E.
  • CAD and SE opportunities, Andrew Kester, P.E.
  • 16d Common vs 16d Sinker vs 16d Short, Gary Grinstead
  • Free CEUs, AWC Info
  • Curved Masonry Shear walls, Jeff Hedman
  • Bridge/building, Ken Peoples
  • FBC Standards, Andrew Kester, P.E.
  • balanced cantilever method, J.N.Sigalas
  • Long Beach CA, David Fisher
  • Plan stampers, Jim Wilson
  • Long Beach CA, Garner, Robert
  • [Fwd: Re: Plan stampers], Jordan Truesdell, PE
  • Re: Long Beach  CA, Rhkratzse
  • RE: 16d Common ..... Need some background., Dennis S. Wish, PE
  • Re: FW: Eads Bridge/St Louis RE: Bridge/building, Timothy Allison
  • Stainless Steel Wall, Kolf, Robert
  • Holdown Bolt Through the Supported Beam, Joseph Harouni
  • pipe bollard for semi-truck, Bruce Holcomb
  • Steep-sloped Roof C&C Calculations, Teo, King-Pow
  • Fire Protection for steel building, refugio rochin
  • OT: Can Americans Compete ?, Caldwell, Stan
  • RE: Unlicensed engineers and firms, Caldwell, Stan
  • OT: Freeware Recommendations, Caldwell, Stan
  • RE: My other job is, Garner, Robert
  • RE: OT: Can Americans Compete ?, Lutz, James
  • Braced Length of Steel Beam W/ Formed Slab, Rich Lewis
  • my other job is!, jascopac
  • Usage of Steel in RC Construction, Bhavin Shah
  • RE: OT: Can Americans Compete, G Vishwanath
  • Electronic Signature and Stamp in CA and USA, Pedro Muñoz
  • Hairline vertical cracks in reinforced masonry wall of shopping mall, Dennis S. Wish, PE
  • IBC Chapter 17, Stuart, Matthew
  • question, amri moez
  • Re: American's GeoPolitical knowledge WAS: OT: Can Americans Compete, Paul Ransom
  • Freezer slabs, John Whitty
  • RE: American's GeoPolitical knowledge WAS: OT: Can Americans Compete ?, Tom Skaggs
  • Re: OT- Can Americans Compete, Dennis S. Wish, PE
  • RE: Can Americans Compete ?, Dennis S. Wish, PE
  • Competing with Dennis Wish, G Vishwanath
  • Re: American's GeoPolitical knowledge WAS: OT: Can Americans Com pete ?, Huffman, Sharlie TRAN:EX
  • Weak-Axis SMF Connection, refugio rochin
  • [Fwd: RE: [IES] concrete slab on grade deignation], Bill Polhemus
  • MA GLB Type, Jake Watson
  • Re: Compete America, Rbengrguy
  • Stainless steel gurus, Dave Adams
  • AISC 341 7.2 slip critical? pre-engineered metal bldg end plates, shear plates as drag struts, Haan, Scott M POA
  • Engineering violations revisited, Christopher Wright
  • Prequalified Weak Axis Design, refugio rochin
  • OT: SMTP Port 25 Blocked for Outgoing Emails, gmadden
  • Steel flitch plates, Jim Wilson
  • "T" steel deck, Drew Morris
  • Grade Beam Lateral Force Problems, Brian S Bossley
  • Roof sheets blown off, G Vishwanath
  • CONCRETE: Repair of Segmental Post-Tensioned Concrete Tank, Bill Polhemus
  • Bruce Bolt, Drew Morris
  • Circular Stairs, Avicpeng
  • RE: Building Separation, Eli Grassley
  • FL Board Disciplinary Actions, Andrew Kester, PE
  • PT SOG, Don DeVore
  • Aluminum to concrete, Jake Watson
  • foundation design information, M.Zubair Asghar
  • Brick Veneer Spray-on water repellant, Rich Lewis
  • Old Glulam Arches..., Bernard, Scott C.
  • welding inspection, jascopac
  • Foam/Epoxy Injection, Yi Yang
  • Definition of Structural Engineering for High School Students, Caldwell, Stan
  • Joints and Spacing in Concrete Tank?, Jeremy South
  • Specifying thermal spray coatings (zinc metallizing), Gale45man
  • TV Show featuring a (structural) Engineer!, Rbengrguy
  • Promoting the profession (was: Definition of Structural Engineering for High School Students), Paul Ransom
  • Coaching (was: Definition of Structural Engineering for High School Students), Paul Ransom
  • Follow-up: Definition of Structural Engineering for High School Students, Caldwell, Stan
  • RE: Follow-up: Definition of Structural Engineering for High Scho ol Students, Scott, William N.
  • RE: STRUCTURAL ENGINEER'S JOB DESCRIPTION, Caldwell, Stan
  • Inryco Deck, Paul Feather
  • shear wall elevations, Jason Atwood
  • the technology dream deferred, Rbengrguy
  • Re: General Dowel Equation Reduction Terms, Gary Hodgson & Associates
  • ASCE Seminars, Alden Manipula
  • RE: seaint Digest for 3 Aug 2005, Chris Campbell
  • WEBLOG: "Can Engineers Be Portrayed Positively In Hollywood Movies?", Bill Polhemus
  • Stepping Basement Type Retaining Wall, Will Haynes
  • Residential Collector Design, Jim Wilson
  • CONCRETE: Need "Prestressing" Requirements From ACI 318-71, Bill Polhemus
  • RE: Website Registration (WAS: Residential Collector Design), Tom Skaggs
  • under-slab insulation for cooler building, Bruce Holcomb
  • Specifying thermal spray coatings (zinc metallizing) - 2nd try, Gale45man
  • Fw: Structural Steel Book Auction, Russell VeRost
  • 2003 IBC & Inspection, Jane Smith
  • "The Testing of Luther Albright", Rhkratzse
  • Re: seaint Digest for 7 Aug 2005, Nar Sripadanna
  • How to calculate 'shear span-depth ratio'?, Wontae Kim
  • Question regarding E.I.T registartion, Bhairavi Nedungadi
  • Re: Question regarding E.I.T registration, Jim Getaz
  • SLIGHTLY O.T.: Cost of New Water Tanks, Bill Polhemus
  • Cayman Islands Engineer, Ken Peoples
  • Best PE review course?, Auge, Ken
  • CONCRETE: History of ACI 350?, Bill Polhemus
  • Slightly O.T.- Termite Threat, Will Haynes
  • T-hanger ballpark costs, Jim Wilson
  • Alaska USGS MCE lookup?, Haan, Scott M POA
  • SLIGHTLY O.T.: Architectural Term For "This" Sort Of 3D Shape..., Bill Polhemus
  • Threaded couplers for rods, Scott Maxwell
  • RE: SLIGHTLY O.T.: Architectural Term For "This" Sort Of 3D Shape..., Garner, Robert
  • RE: SLIGHTLY O.T.: Architectural Term For "This" Sort Of 3D Shape..., Garner, Robert
  • Top Running Crane Beam New to Existing Connection, Mark Puccio
  • Tributary Area, Nels Roselund
  • Al-yoo-minium, Bill Polhemus
  • welding SS to A36, Eli Grassley
  • Light gage steel web stiffener, Rich Lewis
  • GEOTECH: Need Advice in re So. Central PA, Bill Polhemus
  • wind lines and jurisdictions, Christopher
  • LG stud bridging, Paul Ransom
  • ROOF DECK EQUIVALENT THICKNESS, John J. Treff
  • Re: Al-yoo-minum, Aluminium, Aluminum, G Vishwanath
  • Old Concrete, Brian Stanley
  • My Open Response to the NSBA, Bill Polhemus
  • Pile supported foundation wall design, Ken Peoples
  • GEOTECH: Requirements for Rock, Bill Polhemus
  • Metal Stud Track Gage, Rich Lewis
  • Cold formed joist design, Joe Grill
  • Cinders/Expanded pumice concrete, Walter DeVore
  • Equivalent plate thickness, ASC
  • Turning 1" Rod, Candi Anderson
  • Catenary Floors 1920's, Brian Stanley
  • 50' oc control joints for SOG ok?, Haan, Scott M POA
  • Grid lines in SAP2000, Anantha Narayan C.K.
  • Catenary Floor Cont'd, Brian Stanley
  • 6" slab, Jared Keyser
  • RE: Plywood roof to steel angle connection, Gautam Manandhar
  • Job opportunity - Chicago, David Fisher
  • Truss permanent bracing, Jim Wilson
  • NEWS ITEM: Atlanta-Hartsfield Mgr. Fires Int'l Terminal Design Team, Bill Polhemus
  • Using Geofoam under parking lots, Mark
  • FW: Steel HSS Compression Analysis, LaCount, Curt
  • STAN CALDWELL: BUREAUCRAT, Bill Polhemus
  • Typical Stud Size for Embedded Plate, Rich Lewis
  • OT: ASCE Election, Caldwell, Stan
  • City of LA Repair materials, Paul Feather
  • bevel groove weld without root information = full penetration?, Haan, Scott M POA
  • Pins Supporting Rebar, Rich Lewis
  • Eagle Scout Project, Allen Adams
  • HSS Connections - Not Conventional, David Maynard
  • RE: Uniform loadings on building code., Harold Sprague
  • WALL AREA, Johnenader
  • Concrete Wall Shrinkage & Construction Joints, Rich Lewis
  • Piles and Seismic Forces, Gary Hodgson & Associates
  • Lighting damage to concrete foundation, Jim Wilson
  • May 2004 Issue of the SEAONC News, Stuart, Matthew
  • A 722 high strength steel bars, Stuart, Matthew
  • What is it called?, Ed Tornberg
  • Expoxy type grout for anchor bolt, Rich Lewis
  • metal roof question, Andy Richardson
  • What a Structural Engineer Should Memorize, Dave Adams
  • HSS moment connections, Ed Tornberg
  • Railroad Loads, Rich Lewis
  • Epoxy Repair of Wood, Lutz, James
  • Buying a plotter, Jim Wilson
  • RE: Visual Analysis, Eli Grassley
  • Green Sandwich Technology, Ben Yousefi
  • Concrete Cover (Flat Slab), ASQENGG2
  • "The Load Guide" from the Wood Truss Council of America, Richard Zimmermann
  • Round Concrete beam, Joe Grill
  • contouring in Autocad, David Merrick
  • Joliet prison is a 'Break'-out star, rbengrguy
  • Puerto Rico, smithegr
  • UBC 97 vs NBCC 95, Avicpeng
  • RE: Marketting your company, Lutz, James
  • [Concrete Column] plastic centroid vs. centroid, Wontae Kim
  • TCA "Tilt-up Design and Construction Manual" 6th edition, Gale45man
  • Tall stud wall framing / IRC rant, Jordan Truesdell, PE
  • Seismic Design, GSKWY
  • Excel Spreadsheets by Struware, Bob Immel
  • Technology and Structural Engineering, Chitra Javdekar
  • Seismic Design Hypothetical, gskwy
  • 1997 NDS vs 2001 NDS: Stl side plate double shear, utej
  • SHORING SOFTWARE, Joe Eden
  • progressive collapse - GSA document, Gale45man
  • Faxed Signatures, Rich Lewis
  • Designing "Window Walls" per the 2003 IRC, Frank Woeste
  • Concrete Column Design -Plastic Centroid vs. Centroid, Wontae Kim
  • Field Welding Costs, Raymond Shreenan
  • Waffle Slab Shear Thickness, THunt
  • Civil Engineers & Architects Forum Site, Cihan
  • NCSEA Press Release - Two Listserv Members, Caldwell, Stan
  • "Prison Break", Rhkratzse
  • RE: Shear Modulus, Lutz, James
  • HSS vs WF columns, Will Haynes
  • Structural License in Washington State, ASLCSE
  • Is Everyone Present And Accounted For?, Bill Polhemus
  • Wood truss as drag strut, Rich Lewis
  • sloped conc. diaphragm, Jason Atwood
  • Retaining Wall Sliding, Ed Tornberg
  • ENGINEERS AND TECHNOLOGY, ASC
  • Dynamic Analysis Question / Visual Analysis, refugio rochin
  • Non load brg cmu wall height-thickened slab?, Will Haynes
  • Rebuilding the Gulf Coast, Dennis S. Wish, PE
  • pouring concrete near railway, Junata
  • This is a OpenSTAAD question to open an exising file, Szuchuan Chang
  • rebuiding Louisiane and missisipi areas-need Canadian Enginner?, Alain Plante
  • Re: Is Everyone Present And Accounted For?----[Choices], Rhkratzse
  • Katrina emergency response, Harold Sprague
  • Available for engineering help - Katrina, Dennis S. Wish, PE
  • OPEN STAAD, Bhavin Shah
  • Portions of NPR Interview of LA Lt. Gov. LANDRIEU - 9/6/05, Stuart, Matthew
  • CMU Wall Rigidity, Gary Grinstead
  • Dear Bill, Kevin Polin
  • what SEs can do NOW..., Andrew Kester, PE
  • the Delta, rebuilding, Andrew Kester, PE
  • NO Local and State Disaster Plan, Scott, William N.
  • Need Engineer in Idyllwide California, Dennis S. Wish, PE
  • CRAIG MARTELLE: FEMA is not a first responder, Bill Polhemus
  • Duplicate Emails, Gerard Madden, SE
  • California Building Code, Sherman, William
  • Markers for PE exam reference materials?, Jeremy South
  • Wood Grading Stamp, joraljim
  • Re: Idyllwild?--charging for Initial Site Visits?, Rhkratzse
  • Masonry wall with epoxy anchors, Nuttall, Davin J.
  • Re: Katrina emergency response - Superdome, Harold Sprague
  • Field welding, dave lowen
  • CA PE Civil specific exams, Scott Maxwell
  • Tall Screenwall, Will Haynes
  • RE: Bill Polhemus, Sherman, William
  • CE Exam - Taking Structural in the PM?, Jeremy South
  • Fw: GWU/SAIC Homeland Security, Emergency & Risk Mgt. Forum - Hurricane Katrina 09/27/05, James Cohen
  • NEWS ITEM: FEMA Director Brown "Is Out", Bill Polhemus
  • Caribbean Time-History Analysis, refugio rochin
  • CMU repair, Drew Morris
  • Valley Rafters, Avicpeng
  • RE: Bill Polhemus (can we please rename this thread), Caldwell, Stan
  • RE: Don't Mess With... (WAS can we please rename this thread), Haan, Scott M POA
  • Indonesia work, Rbengrguy
  • PE vs ICBO, Walter DeVore
  • Shear Lag Factor for Connection to Tension Member, Szuchuan Chang
  • Cakes for eating and having(not so off - topic), G Vishwanath
  • ITEM: "A Barrier That Could Have Been", Bill Polhemus
  • Re: Your Friendly Neighborhood Thugs (was: Bill Polhemus), DRPFLY
  • Relocating to Colorado, Johnenader
  • Flex-C Trac, Joseph Grill
  • OT: PORK to the nth degree !!, Rhkratzse
  • ITEM: The federal response to Katrina was not as portrayed, Bill Polhemus
  • Basement Walls - A/B/C Slot Cuts, ASQENGG2
  • ON IRAQ, ASC
  • Bracing Requirements, Michel Blangy
  • RE: Bill Polhemus (Mike Brown resigns), Keith Pabst
  • Re: Bill Polhemus--["alarming"?], Rhkratzse
  • Using e-mail filters, David Topete
  • Engineering Topic, ECVAl3
  • http://ceweb.6te.net/index.php, Cihan
  • Modulus of Subgrade reaction at mat foundation, Sherman, William
  • Residential references (shameless plug!), Dave Adams
  • Off Topic, Michael Hemstad
  • Re: Bill Polhemus - Rare PUBLIC show of support, K HAN
  • Effective Width for Steel Plates, Chance, Acie
  • USGS vs NEHRP, Sherman, William
  • slab on masonry, Sharon Robertson
  • RE: Throw out OT, Sherman, William
  • Tip for those in digest mode., G Vishwanath
  • Leveling Nuts, John L. Smart
  • RE: Bill Polhemus... brainwashed, Bernard, Scott C.
  • Building Alteration Question, Greg Mosier
  • Re: Leveling Nuts >> Waterstops, Rhkratzse
  • Re: Valley Rafters >> engineering responsibility, Rhkratzse
  • Wrap around insurance from project developer, Dennis S. Wish, PE
  • Re: Bill Polhemus - there is a choice, Dennis S. Wish, PE
  • RE: AISC 358, Ben Yousefi
  • OT: Leveling Nuts and Waterstops and Bears, Oh My!, Jim Getaz
  • OT: For Katrina Victims - Students, refugio rochin
  • Questions re: Doors & Windows, Gary Hodgson & Associates
  • McGraw-Hill Construction Hurricane Katrina Resources Guide - FYI, Aswin Rangaswamy
  • Insurance, Dall
  • Re: Effective Width for Steel Plates - AISC FAQ and other perspectives, Gale45man
  • heavy timber frame, Bruce Holcomb
  • Masonry Column, Ties Required?, Will Haynes
  • RE: Time For A Break, Haan, Scott M POA
  • Re: Subject: heavy timber frame, K HAN
  • Sole plate anchor rod holes, Chris Towne
  • question on welding values, Briceno, Cairo
  • San Diego Supplemental Plan Review Sheets, Stuart, Matthew
  • Re: Converting ceiling joist to floor joist., Rhkratzse
  • Where to find the "h0" distance in the AISC Manual?, Szuchuan Chang
  • Let's share photos, Syed Ahmad
  • Wind velocity, Javier Encinas
  • Scotland, Paul Feather
  • Anchor bolt holes, Michael Hemstad
  • Pile Cap Design--Strut and Tie method, Michael Hemstad
  • RE: ground snow v. roof snow - which is it?, Stuart, Matthew
  • Wood design values for vintage building, Sherman, William
  • Fw: PLEASE NOTE THE ROOM CHANGE: Reminder GWU/SAIC Homeland Security and Risk Management Forum 9/27/05 Hurricane Katrina, James Cohen
  • Open web steel joists, James Cohen
  • WRPD pipe(?), Candi Anderson
  • Drift Limits for Wind, Gerard Madden, SE
  • Diekmann SW method, Jason Atwood
  • BS 5950 or Eurocode 3,, synder Kimble
  • SEAOC Blue Book- New Edition, Wontae Kim
  • floor live loads, Sharon Robertson
  • floor live loads follow-up, Sharon Robertson
  • Re: WRPD pipe, Thor Matteson
  • RE: Design Loads on Trellis, Gautam Manandhar
  • Journalist query: New Orleans levee/floodwall breaches, John McQuaid
  • Advice needed by reporter on failure dynamics, Dennis S. Wish, PE
  • Design of Glass as a Walking Surface, Joseph Harouni
  • Concrete pricing, Paul Feather
  • FW: Concrete pricing (EDITTED), Sharon Robertson
  • Height of Building/Shear Wall design, Tim Shannon
  • Bolt retightening, Kevin Below
  • Truck wheel loads?, Rhkratzse
  • Re:Bolt retighthening, G Vishwanath
  • Re: Glass Walkway, Eric Tompos
  • Net Tensile Strain, Wontae Kim
  • Times-Picayune article on floodwalls, John McQuaid
  • SMRSF, Jnapd
  • [no subject], Eli Grassley
  • concrete on standing water, Eli Grassley
  • RE:, Lutz, James
  • Bar Stools on the move, Jnapd
  • House support on screw anchors, David Smith
  • Counterfort Retaining Walls, M. David Finley, P.E., P.A.
  • FW: Question of Ethics, David Maynard
  • RE: Tolerable Slab Design, Stuart, Matthew
  • Diagonal Studs, Yi Yang
  • Twist off bolts (was:Bolt retightening), Tom Skaggs
  • RE: Twist off bolts (was: Bolt retightening), Harold Sprague
  • Ceiling joists/rafter ties IRC R802.3.1, Jim Wilson
  • wind load / curtain wall, Mueller, John
  • RE: Rebar lap lengths, Garner, Robert
  • RE: coefficient of friction, Garner, Robert
  • ENERCALC, ECVAl3
  • Times-Picayune link, John McQuaid
  • RE: S-Frame/P-Frame, Garner, Robert
  • Roger Turk 1 year, Hans E Boge
  • S-Frame/P-Frame - Combining Programs, refugio rochin
  • Databank of Spreadsheets - Was ENERCALC, refugio rochin
  • need an IL SE living in OH, Richard M. Beldyk, Ph.D., P.E.
  • Slab-on-asphalt?, Bruce Holcomb


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