SEAINT Mail Archive 2005 (Oct-Dec)

Civil and Structural Engineering discussions by thread

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Messages: 1896
  • Re: ENERCALC, Gary Hodgson & Associates
  • Re: Slab-on-asphalt?, Gary Hodgson & Associates
  • Re: wind load / curtain wall, Paul Ransom
  • Re: S-Frame/P-Frame, Paul Ransom
  • Fastener Corrosion in salt-water soaked wood, Thor Matteson
  • corrosion from ocean flooding, Andrew Kester, PE
  • Freedom of Opinion WAS: Enercalc, Dennis S. Wish, PE
  • wind on steel frames without cladding, Bruce Holcomb
  • Gypsum board for bracing in 03 IBC Seismic Design Category D?, Haan, Scott M POA
  • Dongles, Dennis S. Wish, PE
  • Translation from German, wsp(--nospam--at)wanadoo.es
  • Concrete Shear Wall / Shear Cores, Rob Still
  • MathCad, Candi Anderson
  • New year, Michael Hemstad
  • WTCA site revised, sea
  • RE: Gypsum board for bracing in 03 IBC Seismic Design Category D, Dan Morrow
  • RE: seaint Digest for 4 Oct 2005, Tahir Nasir
  • FW: Ceiling joists/rafter ties IRC R802.3.1, AWC Info
  • Modeling Techniques (deck), John J. Treff
  • Dented light pole, Jim Wilson
  • Prison Break, Gerard Madden, SE
  • RE: dock design, Caldwell, Stan
  • Masonry Special Inspection, Greg Mosier
  • 2x T&G decking, Eli Grassley
  • CORRUGATED DECK, ASC
  • PEMB - Tie Beam, M. David Finley, P.E., P.A.
  • re: 1994 UBC & SE Manual on eBay, pacific.science
  • Re: Wind velocity, Javier Encinas
  • multiple opening software, Joseph Grill
  • [no subject], Samual Deng
  • USGS site and Google Maps, Rich Kip
  • relation b/w peal ground acceleration and Seismic Zones, Syed Faiz
  • Question Regarding Speaker for UC Berkeley ASCE Chapter Meeting, Eugene Gordin
  • overturning, Christopher
  • Stainless Steel, Mike Zaitz
  • NACE Certifications, Polhemus, Bill
  • Dynamic analysis of Table top foundation, Bhavin Shah
  • Seismic Moment Connection into Column Web, Mark Francois
  • re: Pile Modelling in CSI SAFE, Structural Engineer
  • AASHTO vs. Deep Beam, Wontae Kim
  • LA Times Article - Vulnerable Concrete Buildings, Gerard Madden, SE
  • Civil Engineering T-shirt available, John C. Jones
  • diagonal corner reinforcement in cast-in-place diaphragms, Gale45man
  • T shirt..., Andrew Kester, PE
  • Coefficient of thermal expansion - steel, Jim Wilson
  • RE: 1 Hr Firewall UBC or HUD, Ben Yousefi
  • Flood Resistant Design and Construction, SEI/ASCE 24-98, Stuart, Matthew
  • Tee Shirts, Dennis S. Wish, PE
  • roark's stress and strain, Jason Atwood
  • t shirts..., Andrew Kester, PE
  • common rebar grade, Christopher
  • roark's formula's, Jason Atwood
  • Mortar & sulfates, joraljim
  • Allowable Stress Design of a Concrete Beam, refugio rochin
  • Tree live load, Jim Wilson
  • Re: Truck wheel loads? Thanks to all!, Rhkratzse
  • Forces due to Frost Effects, Bhavin Shah
  • Re: relation b/w peal ground acceleration and Seismic Zones - triangle of life, Gale45man
  • on the aisc manual/specs, Kat Nelsk
  • more relation b/w peal ground acceleration and Seismic Zones - triangle of life, AmerRescue
  • Christopher Wright response.acceleration and Seismic Zones - triangle of life, AmerRescue
  • Welding to Old Steel, Michael Hemstad
  • re: RC Design Basic Program Listing by E. Nawy, Structural Engineer
  • re: i need academic computer program for underground storage tank structure, refugio rochin
  • Shear wall grade beam extension at foundation corner., ftang ftang
  • OT: plotter for sale..., David Fisher
  • tick tock, David Adie
  • OT: plotter, David Fisher
  • Sign post embedded in concrete footing, Jim Wilson
  • Floor Finish - Garbage Transfer Facility, M. David Finley, P.E., P.A.
  • Isolated pole deep (flagpole) questions., Puskas, David
  • Slab Moments in Etabs, Anantha Narayan C.K.
  • Geotech info, Padmanabhan Rajendran
  • RE: Design of Glass as a Shear Wall, Paul Skidmore
  • Contract Requirement in California, Yi Yang
  • [no subject], Garner, Robert
  • Re: Regional Structural Engineering, Dennis S. Wish, PE
  • Concrete at sign pole base, David Smith
  • RE:, Ben Yousefi
  • ETABS, Structural Engineer
  • Calling all Bay Area Structural Engineers, Meis, Kevin
  • RE:, Garner, Robert
  • Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
  • RE: Precast Site Walls, Wesley Werner
  • Welding High Strength Bolts, Kipp Martin
  • Importance Re: Seismic Deflection Criteria for "Penthouses", AmerRescue
  • Good luck to test takers, David Topete
  • LIGHT GAUGE/COLD FORMED SECTIONS, Jason Atwood
  • EX-CITY ENGINEER SUED IN FLOODING, Mike Murphy
  • mortar requirements in masonry piers at manufactured homes, Jim and Peggy Dall
  • Column- Beam Moment Ratio, refugio rochin
  • WIND LOADS ON CANOPIES, John J. Treff
  • RE: EX-CITY "ENGINEER" SUED IN FLOODING, Jeffrey Fertich
  • CALL FOR TECHNICAL SESSION (FORMAL) PRESENTATIONS, AWC Info
  • Re: Control Joints in a Mat Foundation, Rhkratzse
  • canopy wind loads, Andrew Kester, PE
  • rock veneer support in residential construction, Joe Grill
  • Terrace Paver Support, Will Haynes
  • Beam - Moment Ratio, refugio rochin
  • Doug Copp, refugio rochin
  • Re: from Doug Copp, AmerRescue
  • PCA Column by pacstrructurepoint / any other alternatives, Szuchuan Chang
  • Roof Gathering Area, Gerard Madden, SE
  • composite beams w/ hydronics, Jason Atwood
  • RE: shear studs, akester
  • California contract law, Yi Yang
  • RE: seaint Digest for 30 Oct 2005, Michael Zhang
  • RE: Special Inspection Form, Glen Pappas
  • CRSI Code (or Manual) of Standard Practice, Candi Anderson
  • WA & CA SE License Reciprocity (Exam de-briefing), Khashayar (Casey) Hemmatyar
  • 2000 IBC Structural Design Manual, Deardorff, Mark
  • Re: Exam de-briefing, Jnapd
  • RE: seaint Digest for 2 Nov 2005 (Re: California contract law), Willcox, Chris
  • upside down base plate, Tim Rudolph, PE
  • Re: upside down base  plate, Rhkratzse
  • Base isolation for homes?, Rhkratzse
  • RE: seaint Digest for 2 Nov 2005, Molly Skinner
  • Fixed Ladder Dimensions, M. David Finley, P.E., P.A.
  • ICC Seismic Design 3.01, Drew Morris
  • journalist query - factors of safety, John McQuaid
  • California contract law: BORPELS, S. Gordin
  • NCEES Obtains Copyright Infringement Judgment against Examinee, Stuart, Matthew
  • Modeling Helipad with Springs, Polhemus, Bill
  • My Talking Stick Experience, Caldwell, Stan
  • Re: California contract law BORPELS, Dennis S. Wish, PE
  • reporting an architect, Andrew Kester, PE
  • Books on bridge design, joraljim
  • Re: reporting an architect-best response, Stanley E Scholl
  • Re: reporting an architect - to safeguard LIFE or LIMB, HEALTH, PROTERTY and PUBLIC WELFARE...", Suresh Acharya
  • Re: Vertical Sleeve in an Exterior Footing, ASLCSE
  • Jump to conclusions, epsdryair
  • square foot steel weights, Ken Peoples
  • Steel Base Plate Grout, Michel Blangy
  • Galvanized Steel Iron Cross, M. David Finley, P.E., P.A.
  • Electronic Version of "NDS 1997 Commentary ", Khashayar (Casey) Hemmatyar
  • RE: Lateral Load Due to Foot-Traffic, Garner, Robert
  • Continuous Ridge Vents, John L. Smart
  • RE: Jumping to Conclusions, Polhemus, Bill
  • Reporting an Arch 2, Andrew Kester, PE
  • Re: Job Vacancy -- in Nigeria, Rhkratzse
  • Plywood shearwall over plywood, Gary Grinstead
  • BC/Alberta Engineer, Avicpeng
  • Perforated shear walls - IBC 2305.3.7.2, Jim Wilson
  • Shear corresponding to the development of the "nominal flexure strength" SEISMIC Manual V1, Szuchuan Chang
  • Subdiaphragm in Concrete Structure, Wontae Kim
  • Signing & Sealing Drawings, Mark Remmetter
  • RE: seaint Digest for 9 Nov 2005, Oisin Gibson
  • Garbage truck incident in Illinois, Dave Adams
  • Reinforce a ZEE purlin, Rich Lewis
  • Repair Tilt-up Panel Spalling, Rich Lewis
  • repair to tilt-up panel with corrosion, Robert Freeman
  • Your Opinion?, John J. Treff
  • singing and sealing / insurance, Andrew Kester, PE
  • Re: Your Opinion ?, refugio rochin
  • Interesting Bridge, ECVAl3
  • Chart Excel For Engineering Usage, Szuchuan Chang
  • Light truck against concrete barrier, ASC
  • Bill of materials software, Andy Richardson
  • AWS 7.2.7, Eli Grassley
  • Columbarium Design, Dennis S. Wish, PE
  • Moment frames / wood construction, Jim Wilson
  • Wood moment connection, Robert Freeman
  • Live Load Reduction, IRC 2003, Brad Byrom
  • CA Seismic Principles and Engineering Surveying Exam, Eric Tompos
  • interior applied product to stop ground water from wicking thru existing basement walls?, Haan, Scott M POA
  • cieling finish hung of k-joist bottom chords require additional bracing?, Haan, Scott M POA
  • Possible Louisiana Code Provision, Jim Getaz
  • ibc adoption, PFFEI
  • half height steel nuts, Eli Grassley
  • interior applied product to stop ground water from wicking thru, Michael Hemstad
  • hard ceiling direct hung off steel joist bottom chords, Haan, Scott M POA
  • Long Runs of Tilt-up Panels, Avicpeng
  • Re: 3rd ANNUAL SEAOI MIDWEST BRIDGE SYMPOSIUM, Rbengrguy
  • Concrete or Masonry Infill, Hood, Matthew O.
  • Tilt-up & At-a-Distance task monitoring, Avicpeng
  • Seismic Detailing of Column Lap Splices, Daniel Popp
  • Registered Interior Designers, Stanley E Scholl
  • Supporting Brick Above Low Roof, Rich Lewis
  • ACI 302.1R-96 VS. 302.1R-04, Alden Manipula
  • Staggered Truss - Seismic, Gerard Madden, SE
  • Piping Designers, Meis, Kevin
  • Staggered Truss - Seismi, Khashayar (Casey) Hemmatyar
  • Composite Girders, John L. Smart
  • Seismic Design of Pedestrian Bridges, Candi Anderson
  • Bam-Iran Renewal Seminar on Dec 1, 3:30-5:00 Berkeley Campus, ASTANEH-ASL, Abolhassan, Professor, UC-Berkeley
  • BYRON K CHILDS/Sargentlundy is out of the office., BYRON . K . CHILDS
  • Minimum Steel Beam Bearing, Mark Puccio
  • Solid elements, Bhavin Shah
  • RE: UBC 1632.2 Shallow Anchors Question, ftang ftang
  • sj joists? - rusting of top chords, Dave Handy
  • SLAB-PILE INTERACTION, ASC
  • STAAD Question, refugio rochin
  • Demo Gehry buildings, Stanley E Scholl
  • RE: Conc. Tilt-up w/ crane loads, Harold Sprague
  • IBC2000 Seismic System Height Limits, Will Haynes
  • Re: Conc. Tilt-up w/ crane loads [Zabasearch], Rhkratzse
  • Professional Engineer Job Opportunity in Allegan, MI, Amy Berg
  • UBC 1633.2.6, Mark D. Baker
  • ASCE Table 1-1 Classification of Buidlings, Burke Maureen J Ctr AEDC/ATA
  • gypsum board on hat channel horizontal diaphragm to brace partitions, Haan, Scott M POA
  • Gyp. Board ceiling diaphragm, Robert Freeman
  • Construction cost in Mexico DF, wsp(--nospam--at)wanadoo.es
  • Seismic Design, Candi Anderson
  • California: National SE II exam administered twice a year, Casey K Hemmatyar
  • Follow Up on Vertical Component of EQ in UBC97 and IBC2000, refugio rochin
  • crack monitor, Alden Manipula
  • Professional Development Hours from SEAINT Forum ?, refugio rochin
  • Thermally Cut Bolt Holes, Kestner, James W.
  • big box $/sf, Walter DeVore
  • Re: wrong crack monitor, AmerRescue
  • RE: crack monitor entertainment, Mike Jones
  • Re: crack monitor entertainment sent to attorney, AmerRescue
  • steel beam and column connection, Clint B. Albunian
  • Re: crack monitor entertainment sheldon karasik, AmerRescue
  • FW: Perlite or Other The Lightweight Concrete Insulation..., Yang, Frank
  • interesting article in today's LA Times, Ben Yousefi
  • Shared footings, Candi Anderson
  • WARNING - OFF TOPIC...QUESTIONABLE LANGUAGE!!!!!!!!!!!, David Fisher
  • Corrosion in reinforcing steel in slabs, Javier Encinas
  • Corrosion in reinbar in slabs, Robert Freeman
  • RE: Fwd: Doug Copp - Mr. Karasik's client, Scott, William N.
  • MODERATOR WARNING: Please Stop Doug Copp thread, Seaint Administrator
  • Response Re: Fw: crack monitor entertainment, AmerRescue
  • Re: seaint Digest for 3 Dec 2005 (out of the office), Tom Morrissey
  • Sheldon Leonard?, Polhemus, Bill
  • Architect cheating on structural calculations - where's the building department when you need it., Haan, Scott M POA
  • Re: Architect cheating on structural calculations - where's the building depa..., ASLCSE
  • Re: Architect cheating on structural calculations - where's the building depa..., Suresh Acharya
  • Wood Roof Truss Issues, Mark McCormick
  • redwood gazebo, Mark Pemberton
  • questions about ASTM E1300-04, Mueller, John
  • Occupancy Load for a Running Track, Rich Lewis
  • Concrete floor on wood trusses, David Smith
  • Short tendon in Post-tensioning, Anantha Narayan C.K.
  • Re: Wood Roof Truss Issues _ DRAG TRUSSES, Suresh Acharya
  • Subject: Re: redwood gazebo, Tim Rudolph, PE
  • Re: Architect cheating on structural calculations - where's the......, Mauricio Salazar
  • Re: Bamboo Reinforcement (was Re: Concrete floor on wood trusses), Rhkratzse
  • Nitronic 33 rebar, Garner, Robert
  • RE: Need some info on seismic design requirement for IBC 2003, Casey K. Hemmatyar
  • RE: FW: Perlite or Other The Lightweight Concrete Insulation - Cryogenic Rebar, Yang, Frank
  • Florida Dock Design, Bernard, Scott C.
  • Column/Shear Wall Sizing - Flat Slab Construction - General Rules, refugio rochin
  • RE: 2005 AISC Seismic Provisions, Yi Yang
  • And you think you have plan check problems..., Gerard Madden, SE
  • Structural Engineering Institute (SEI) Sustainability Committee, Mark D. Webster
  • Way Off Topic: Holiday Humor, Caldwell, Stan
  • RE: AISI Cold Formed Steel Design, Mike Jones
  • Engineer Humor, Meis, Kevin
  • Vent holes in BCI blocking, Drew Morris
  • STAAD Surface Elements, refugio rochin
  • RE: Linear variation of Soil modulus, Polhemus, Bill
  • Giants, Frogs, et al, Polhemus, Bill
  • OT: Microsoft Word format screw-up---Help!, Rhkratzse
  • OT: Microsoft Word format screw-up---Help!, Mark Johnson
  • Publications or Programs on Marketing Strategies, Polhemus, Bill
  • Through the eyes of an architect, Devlin, Dan
  • RE: Re :Lawyers - was Architect cheating on structural calculations - where's the building depa..., Polhemus, Bill
  • SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc., Polhemus, Bill
  • seismic design with columns into flat slabs?, refugio rochin
  • Decision Makers [WAS: Marketing Strategies], Polhemus, Bill
  • RE: non-load bearing gable end walls, Brad Byrom
  • moonlighting, Brad Byrom
  • OT: RHK is published, David Topete
  • RE: Drive Screw Nails?, Eli Grassley
  • IBC 2305.1.5, Jared Lewis
  • Separate unattached RV Storage, Joe Grill
  • Re: OT:  RHK is published, Rhkratzse
  • SOFTWARE COMPARISONS: SAP 2000 vs. VisualAnalysis/RISA, etc, refugio rochin
  • Cold Weather Reinf. Masonry, Nuttall, Davin J.
  • concrete topping? on metal deck over timber structure., Joe Grill
  • CMU in water/wastewater, Sherman, William
  • Pole-Type Footing in Seismic Zone 3 (1997 UBC), Dave Adams
  • Bridge Specs, Chris Towne
  • Temperature effect using STAAD, Ashraf Manjappara
  • Typical SIP roof to SIP wall connection, Scott Maxwell
  • Vapor Barrier Below Suspended Slab, Rich Lewis
  • Old "UTD #5" Tie Down Capacity, Brashears, Erich
  • RE: Informal Poll, David Adie
  • Column design, Ashraf Manjappara
  • CIP column design, Robert Freeman
  • Joints in structural floor slab, Rich Lewis
  • Re: Microsoft Word format screw-up---Help!, Rhkratzse
  • Availability of MC12's, Garner, Robert
  • Reply for comments on Column design for moments, Ashraf Manjappara
  • Happy Holidays "Structural Plans", Casey K. Hemmatyar
  • Christmas Drawing - New Site, Jordan Truesdell, PE
  • Re: Microsoft Word format screw-up---Help! [A final thanks!], Rhkratzse
  • The 13th Ed. of AISC Manual, Szuchuan Chang
  • CDN regulatory enviroment [was Typical SIP roof to SIP wall connection], Paul Ransom
  • Macintel [was Microsoft Word format screw-up---Help!], Paul Ransom
  • fema 350, Mark D. Baker
  • how thick steel angle ok for self tapping screws?, Haan, Scott M POA
  • RE: IBC 2003 Section 1621.2.6.1?, Haan, Scott M POA
  • Seeking a Structural Engineer in the D.C. Area, Maxwell, George
  • Costly seminars and Code corrections, David Merrick
  • Bridge slide bearings, Garner, Robert
  • RE: FEMA 350 & ANSI/AISC 358-05, Ben Yousefi
  • Your email has been forwarded to santanu.das(--nospam--at)bentley.com., Santanu Das
  • dynamic foundations, arme
  • Hooked anchor bolts, Will Haynes
  • cantilevered member deflection limit, Haan, Scott M POA
  • Let's share photos, sadanand ojha
  • bridge falsework design, Mark D. Baker
  • New AISC Specs, Garner, Robert
  • SI Metric, Drew Morris
  • Non-orthogonal lateral system, Drew Morris
  • Re: Pipe Protection Below Mat Foundations, Tim Rudolph, PE
  • Interface require for large Reciprocating Compressor, Bhavin Shah
  • Moment releases for RCC beam to beam connection in STAAD, Ashraf Manjappara
  • OT: Seasons Greetings, Caldwell, Stan
  • RE: Seasons Greetings, Sharon
  • Re: Non-orthogonal lateral system con't, David Merrick
  • Non-orthogonal lateral system con't2, David Merrick
  • Complements of the Season to All, Daryl Richardson
  • OT derived from The 13th Ed. of AISC Manual, refugio rochin
  • Obscure Units, Daryl Richardson
  • Acre in SI, Ashraf Manjappara
  • Concrete aggregate ASTM spec, Paul Feather
  • Anchorage to concrete - concrete breakout, Drew Morris
  • OT - Business credit card, Rich Lewis
  • ADT vs vanilla AutoCAD?, Jordan Truesdell, PE
  • Cement Pricing for January, 2006?, Auge, Ken
  • New AISC Steel Spec, Garner, Robert
  • AISC 13th Edition, bcainse
  • Concrete Density, Mark Pemberton
  • re: PCA Notes & ACI 318-05, Structural Engineer
  • Re: Sulfate Attack, Tom . Hunt
  • RE: Retaining Wall Surcharge Formula, Haan, Scott M POA
  • Aggregate Spec (Re-post), Paul Feather
  • Old Earthquake Book for whom?, David Merrick
  • Support condition of RCC frame whether fixed or hinged, Ashraf Manjappara
  • RE: Old Glu-Lam Combinations, Nuttall, Davin J.
  • RC Lateral Resistance in STAAD? ( ACI 10.10, and 10.11 ), refugio rochin
  • Footing design, Santhosh Kumar Yedidi
  • Wood floor beam shear connection, Jim Wilson
  • RE: AISC Steel Spec Combine forces question, Garner, Robert
  • ASCE 7 Story Drift & STAAD, refugio rochin
  • Folding Plate, Avicpeng
  • San Juan Del Rio in the state of Queretaro, Mexico, Dave Adams
  • Details, dave lowen

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