SEAINT Mail Archive 2004 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 2151
  • RE: allen bolts, Jason W. Kilgore
  • Need some Advice, Yusa Krisnanto
  • Display Notification: Need some Advice, deepansh kathuria
  • engineering- off topic, Andrew Kester
  • ? Grade Beam Analysis ?, Elias Hahn
  • CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Bill Allen
  • RE: Cracks in an existing composite floor deck, Stephen L. Fisher
  • Wood ledgers separation from concrete?, Neil Moore
  • wood ledgers on Arxx walls, Robert Freeman
  • RE: Slab punching shear, Byron Benson
  • NDS Equation 3.3-6 (CL), Bill Allen
  • RE: Cripple wall sheathing - need fast answer, Dennis Wish
  • Re: PEMB detailing, yogesh patil
  • Licensure, Jason W. Kilgore
  • Structural Master's Degree online??, Terry Triest
  • Re: CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Glen Underwood
  • ACI350.3-01 - seismic design of liquid detention tank, Derek
  • Slab-on-grade WWF or WWM oops, David Merrick
  • RE: ACI 350.3-01 - seismic design of liquid detention tank, Sherman, William
  • RE: Cracks in an existing composite floor deck; by "Stephen L. Fisher" <slf(--nospam--at)idgcorp.net>, Mo
  • [no subject], NDZ28
  • FW: Licensing requirement in China, Vasu, Ravi
  • RE: Cracks in an existing composite floor deck; by "Stephen L. Fisher" <slf(--nospam--at)idgcorp.net>, Mark Gilligan
  • RE: IBC 2000 (and 2003) load combination question, Carter, Charlie
  • P-Delta, John Peterson
  • REUTERS: Barge Rams Bridge, Deliberately, Bill Polhemus
  • Re: Slab-on-grade WWF or WWM oops (Now WWR), David Merrick
  • Ordinary moment connections - pre-engineered metal buildings, Haan, Scott M.
  • Cold-formed steel connection, Steven Stoppkotte
  • Re: Does AISC Seismic Section 11.2a apply to MBMA ordinary moment connections?, Mark D. Anderson PE
  • Re: seaint Digest for 5 Apr 2004, deepak sharma
  • St George's Island- bridge ramming, Andrew Kester
  • Smaller nail size for field nailing ok?, Haan, Scott M.
  • lateral design of row building, Dennis Wish
  • Welding Rebar to Stainless Steel, Oshin Tosounian
  • Lateral Deflection of Stucco, richard lewis
  • RE: Deck rail, Meyer, Albert
  • 2001 NDS & Wood screw tapered tip length, utej
  • 1997 UBC & 2003 IBC (adopting ACI 530-02) Embedded AB resisting shear, utej
  • R: P-Delta, Mark Gilligan
  • Early form release for two-way slabs, Keith Pabst
  • RE: Foreign degree evaluation, Mueller, Oliver
  • Seismic Expansion Joints, Rob Still
  • RE:Barge Rams Bridge, Deliberately, Ray Pixley
  • Scary, Illegal, and Disgusting !!!, Caldwell, Stan
  • Generator Foundation, M. David Finley, P.E.
  • Pool Engineers, Paul Feather
  • online plan stamper, Andrew Kester
  • Pile Concreting through Bentonite Slurry, M.A.Mufti
  • plywood diaphragm deflection calculation, Bruce Holcomb
  • Re:PDelta, Kris Sathia
  • Off/On Topic, Barry H. Welliver
  • Brick Shelf Angles, Kestner, James W.
  • pile foundations and soil-pile-structure interaction, Gale45man
  • Scary, Keith De Lapp
  • snow question, RainCat1
  • Re: P-Delta in STAAD, Rudra Nevatia
  • (no subject), Timothy Allison
  • plan stamping, Andrew Kester
  • RE: sliding snow, Sherman, William
  • Judgement Day Is Coming !!, Caldwell, Stan
  • test, ESuk
  • Non-Composite allowable loads, Joseph Grill
  • Re: Boggled Out By Load Combinations, BCainse
  • CBC/LABC vs UBC RE: Seismic Maps Amendments, Eknrinc
  • SE Review Workshops in LA & SF based on IBC & UBC, StructuralReview
  • FW: Steel HP pile preferred material spec, Carter, Charlie
  • Wood ledgers separation from concrete - thanks!, Neil Moore
  • Seismic Area Zone B, DAN NOVAK
  • Raised garage slab, Mark Pemberton
  • Exposed brick on lintel soffit, rlewistx
  • Subject: Exposed brick on lintel soffit, Daniel Murray
  • Q: Does anyone know the industry standard for barrier detail?, hadiprawira djohan
  • Raised Garage Floor, Robert Freeman
  • RE: seaint Digest for 12 Apr 2004, Josh Plummer
  • Laminated, curved stair stringer, Dmitri Wright
  • Q: Weld QA/QC per FEMA 350, Catherine Pagni
  • light gage metal roof rafter connection, richard lewis
  • Direct Supervision in Texas, Caldwell, Stan
  • Codes for Large Cranes?, THunt
  • Components & Cladding for Wood Roof Trusses, Kestner, James W.
  • Diaphragm Design Manual - Looking for a copy, L. Pack
  • Re: Codes for large cranes, Gale45man
  • Rigid vs. Flexible Diaphragm, Bruce Holcomb
  • Providiing continuity around openings in timber-framed shear walls, Charley Hamilton
  • Re: Providiing continuity around openings in timber-framed shear walls, Ben Yousefi
  • RE: Raised garage slab - bad idea, Kevin Elbury
  • C & C, Andrew Kester
  • California Codes, Ken E. Paquette
  • Quonset Huts, Gary Hodgson & Associates
  • Torsion in Masonry Beam, richard lewis
  • Re: Direct Supervision in Texas and WOOD TRUSSES, Christopher Wright
  • looking for good structural engineers, joe eden
  • Texas PE Laws, Davis Parsons
  • Job Opening PE w/Aircraft Hanger Experience, Rangaswamy, Aswin
  • A307 Bolts Shear Strength, Matthew W. Roberts
  • misc., Andrew Kester
  • RE: RC structures detailing manual, Sherman, William
  • RE: CA hospital equipment anchorage, Matthew Jordan
  • Texas Engineer, GSKWY
  • Quonset Huts to Barrel Roofs (An Update), Gary Hodgson & Associates
  • Laterally Load Piles - Analysis Program, Catherine Pagni
  • Foundation Connection, Michael L. Hemstad
  • Slab edge design for high loads, Jim Wilson
  • RE: Laterally Load Piles - Analysis Program - Thank you, Catherine Pagni
  • Revised Florida Building Code, Andrew Kester
  • ASCE 7-02 Section 9.5.2.7.1 Special Seismic Load, utej
  • Re: Simpson MBHA - Install at end of Block w/o Epoxy?, Steven
  • Slope Hill Foundation, ken kirkland
  • dynamic of prestressed, labanlie
  • retaining wall seismic design, YI
  • soils pressure, Joe Grill
  • RE: Concrete Flat Work, Huffman, Sharlie TRAN:EX
  • Re: Press Release - CTBUH Cofirms "World's Tallest", Rbengrguy
  • Components and cladding pressures on roof of open buildiing, Rick Burch
  • LRFD Beam Tables, Jim Wilson
  • Negative Pressure for the Concrete Foundation, Doshi_Arnik
  • C + C wind on open bldgs, Andrew Kester
  • Question regarding seismic joints, Benjamin Cornelius
  • Steel embedded in concrete, richard lewis
  • We can't eat compliments, Dennis Wish
  • subsribe, Daniel Gelinas
  • masonry market study, David Merrick
  • Thor Matteson: Email, Thor Tandy
  • [TO] Was: soils pressure, Christopher Wright
  • Banning California - One Story In-fill Frame retrofit - need engineer, Dennis Wish
  • RE: messages..., Jason W. Kilgore
  • Bolt tightening testing co. in Phila. area, Ken Peoples
  • 2003 IBC design example manuals, Dennis Pradere
  • Geofoam backfill for retaining walls, YI
  • Lateral water pressures on walls, Malik, Javed B.
  • Stan Caldwell Appointed to State Committee, Caldwell, Stan
  • Fire Damage Repair, Oshin Tosounian
  • Fire damage repairs, Robert Freeman
  • Torsion in steel stair channels, DSmith7367
  • Offset Shearwalls, IRV FRUCHTMAN
  • CMU wall grout lift height, Will H
  • Torsion on steel stairs, DSmith7367
  • Wind on Small Signs, Chad Van Kampen
  • Surface Discoloration on Concrete Slabs, GSKWY
  • misc. thoughts, Andrew Kester
  • Non-Prestressed Bent Strand, Wontae Kim
  • Pullout Strength of Non-Pestressed Bent Strands (shown better), Wontae Kim
  • NCEES Structural II / California SE exam References, YI
  • RE: NCEES Structural II / California SE exam References old codes, YI
  • RE: NCEES Structural II / California SE exam References old codes, Ben Yousefi
  • RE: NCEES Structural II / California SE exam References oldcodes, Paul Crocker
  • 2003 IRC Brace wall lines, Joe Grill
  • Steel Detailing Charges, Mark Gilligan
  • Anchor Bolt Embedments for Ordinary Moment Frame, Meyer, Jonathan
  • Cambered Slabs, GSKWY
  • CMU consolidation, Andrew Kester
  • Site classification - IBC, John C. Jones
  • I need some feedback on Multi-Lat(tm) and opinions on some ideas I have. Please read if you do wood design Wind and/or Seismic., Dennis Wish
  • SJ145, Brian K. Smith
  • ACI A7.7.3??, Jesus Gomez
  • Millau Viaduct, Caldwell, Stan
  • Cold formed framing - wood panel horizontal diaphragm design values?, Haan, Scott M.
  • a job opportunity at AISC, Carter, Charlie
  • Concrete Chutzpa, IRV FRUCHTMAN
  • Marking Shop Drawings, Gupta
  • RE: seaint Digest for 28 Apr 2004, Rick Stone
  • Ray Pugliesi/Degenkolb is out of the office on vacation, returning 6/2/04., pugliesi
  • 1 1/8" sht'g. diaphragm values, Mark D. Baker
  • Q: Effect of Jacking on Concrete Beam, Bill Polhemus
  • Los Angeles County Building Code, Heide Hooks
  • Garage load on composite deck + concrete, Joe Grill
  • CMU Site Wall using 2001CBC, Molly Skinner
  • Re: Thanks :), Hemstad.ml
  • Out-of-plane wind - king stud design, Gale45man
  • 2002 AISC Seismic Provisions - Weld metal CVN testing, Gale45man
  • ACI documents for public comment, Scott Maxwell
  • Slump Block, Thor Matteson, SE
  • Wet Concrete Lateral Pressure, Joseph Grill
  • Halsteel - Tracker Nails, Dennis Wish
  • Chemical Resistant Concrete Coating, GSKWY
  • RE: [Light_framing] Halsteel - Tracker Nails, Tom Skaggs
  • Trackers, Dennis Wish
  • Old Rebar Spec, Nuttall, Davin J.
  • Steel Terminology, GSKWY
  • Primavera Viewer - Off Topic, THunt
  • structural observation - history?, da
  • Square Steel Tube Column Got Damaged, Sam Chang
  • Square Steel Tube Column Got Deflected/Damaged, Sam Chang
  • Modeling the subgrade modulus in Staad, GSKWY
  • Pile Cap Design, Byron Benson
  • Special inspection abuses, was (structural observation - history?), Ben Yousefi
  • ACEC - Colorado Springs, John C. Jones
  • seismic pressures on basement walls for single families - does the code require?, Haan, Scott M.
  • RE: Special inspection abuses, was (structural observation - hist ory?), Oshin Tosounian
  • plan stamping website, Andrew Kester
  • Modeling a subgrade, GSKWY
  • concrete pier / rock excavation, Jason W. Kilgore
  • photos of EQ damage, Casano, Karen
  • eave blocking in high wind and seismic zones, Schwan, Martin K.
  • W Shape Field Cope, CanitzCF
  • ASCE 7-02, Table 6-3, Tom Higgins
  • feet inch calculator, rupali-iit
  • Joints in Slab on Grade, Mike Zaitz
  • Roof diaphragrm with concrete fill, DSmith7367
  • Snow Load in CS areas, Jim Wilson
  • RE: Message Notify, Hemstad.ml
  • blocking at eaves, Andrew Kester
  • Re: licensing "boards" (was: plan stamping website), Paul Ransom
  • Re: Ontario licensing (was plan stamping website), Paul Ransom
  • OT: PDA Recommendations?, Gary Hodgson & Associates
  • RE: NCSEA On-line Survey, John C. Jones
  • Jib Cranes, James Cohen
  • RE: Pushover, Christopher Wright
  • Gable Roof Open Structure, richard lewis
  • Re: roof diaphragm with concrete fill, Gale45man
  • Re: discontinuous roof diaphragm at ridge, Gale45man
  • RE: PDA Recommendations?, Caldwell, Stan
  • Tube shape LRFD design, richard lewis
  • Ron Reagan was a Democrat - residential basement walls for seismic pressures?, Haan, Scott M.
  • Re: Ron Reagan was a Democrat - residential basement walls for seismic pressures?, Jordan Truesdell, PE
  • wood diaphragm, Andrew Kester
  • RE: Prefab metal roof trusses???, Jason W. Kilgore
  • Special inspection abuses, was (structural observation -history?), Michael L. Hemstad
  • Re: Special inspection abuses, was (structural observation -history?), Ben Yousefi
  • Different concrete strengths for columns and floor system, MAM
  • Ground Snow Load for Case Specific Zones?, Daniel Boltz
  • Allowable shear capacity of nails, utej
  • Re: Special inspection abuses, was (structural observation - history?), Jnapd
  • RE: Ron Reagan was a Democrat - residential basement walls for seismic pressures, G M
  • Re: Special inspection abuses, was (structural observation -history?), Mark Gilligan
  • Road Sign Support Structure, savksa savksa
  • Type I/II, GSKWY
  • Re: FEA slab analysis, Christopher Wright
  • Re: Special inspection abuses, was (structural observation-history?), Ben Yousefi
  • Hardwood Decking, Robert Shmerling
  • Latest Building Seismic Codes, refugio rochin
  • Military Loads, Jason W. Kilgore
  • Re: Special inspection abuses, was (structuralobservation-history?), Mark Gilligan
  • Re: Special inspection abuses, was (structuralobservation-history?), Mlcse
  • FW: Notice to Candidates of the SE Exam, Molly Skinner
  • flanged reinforced masonry shear walls ACI vs FEMA, Gale45man
  • DESIGN OF TELECOMUNICATION TOWER, luqman
  • Shearwall Blocking Requirements for Metal Studs w/ a Plywood Diaphragm..., Daniel Boltz
  • RE: Incoming Msg, Hemstad.ml
  • Re: Document, Hemstad.ml
  • RE: Shearwall Blocking Requirements for, Roger Turk
  • photo of hospitals, Leslie
  • Federal Cement Tiles, Michael L. Hemstad
  • RE: Question @ Army TM for military wheel loads-from SEAOC listserver, Jason W. Kilgore
  • 2- way post tension slab, AM
  • fea, da
  • Diaphram Ratio, Wesley Werner
  • Paris, France building code, Jordan Truesdell, PE
  • Chain Link loads, JLand(--nospam--at)affiliatedmetal.com
  • RE: DESIGN OF TELECOMMUNICATION TOWER, Durbin, Andy
  • RE: building codes, Carter, Charlie
  • Seismic Piping Question, Brian S Bossley
  • m-values for shear-friction and anchorage to concrete, Gale45man
  • metal stud blocking, Andrew Kester
  • Concentrated load on composite deck, Joe Grill
  • HEC-RAS 3.0, Troy Madlem
  • Which Make is this Hold-down?, Sam Chang
  • Site classifications in Colorado, Bruce Holcomb
  • Relative Stiffness of Wood Shearwalls, Dennis Wish
  • AutoCad ADT 2005, Dennis Wish
  • Emisor de respuesta automática: Re: photo of hospitals, Leslie
  • HEAVING DUE TO CAUSTIC SODA IN FOUNDATION SOIL, dileep Kulkarni
  • wind loads for small windows, Ken McDowell
  • DRAIN-2DX:Modelling of an RCC building, B V S
  • Sound barrier foundation, Javier Encinas
  • Vertical Force Distribution - UBC97, YI
  • List Search Tool, Will H
  • PSMJ's Data for Structural Fees by % of Construction Cost, Robert Rogers
  • Wind load-gable vs hip roof, Chies, Bill NAB02
  • Education of Structural Designers (Draftsman), yrmungui
  • Re-use fees, Mark Pemberton
  • ASCE 7 Wind Speed Up factor, Ken E. Paquette
  • RE: WORK OF A TRANSPORT MANEGER, John C. Jones
  • Structural Designers, v . t . eskelsen
  • Request for a Journal Paper, Padmanabhan Rajendran
  • designers, Andrew Kester
  • Job place indemnification, Rand Holtham, P.E.
  • Bragg grating strain sensor, Mateusz Podskarbi
  • Balcony/deck definition, Joe Grill
  • ELEMENT FOR PUSHOVER USING DRAIN 2DX FOR R/C FRAMES, BHASKAR BONGARALA
  • Interesting Disclaimer, Bill Polhemus
  • Education of Structural Draftsman (was Structural Designers), yrmungui
  • licensing, Andrew Kester
  • Cement Shortage, Ron Hill
  • RE: Education of Structural Draftsman, Caldwell, Stan
  • Re: Education of Structural Draftsman (was Structural Designers, Christopher Wright
  • Repost: Main Wind Force Resisting System: IBC table 1609.6.2.1(1)/ASCE 7-98, Hood, Matthew O.
  • Re: UBC Section 1512.4 Equation 12-17, Ben Yousefi
  • Minimum Slab on Grade Steel, Keith De Lapp
  • RE: ASD Load combinations (was UBC Section 1512.4 Equation 12-17, Ben Yousefi
  • diaphragm does a structure make?, da
  • load bearing acoustic CMU, Ken Peoples
  • Disclaimer Notes, Andrew Kester
  • Re: What is Korolath?, GSKWY
  • RE: ASD Load combinations (was UBC Section 1512.4 Equation12-17, Jake Watson
  • Truss Dead Weights - Inadequate Force Information, sea
  • Cantilevered flexible diaphragm, Sherman, William
  • Rebar locator, Joe Grill
  • UNIX/LINUX VERSION FOR DRAIN2DX, BHASKAR BONGARALA
  • Notification,
  • Steel column tolerances, bbyrom
  • steel connections/ fabricator, Andrew Kester
  • Lintel Comparison, Jim Wilson
  • seaint Digest for 23 May 2004, Mark Gilligan
  • Precast Panel Cracking, Chad Van Kampen
  • Suspension of Work Clause, richard lewis
  • CMU lintels, Andrew Kester
  • Slag, GSKWY
  • Airport Collapse in Paris, Michael Bryson
  • Re: Roof Plywood and Rain, Stanley E Scholl
  • Re: Thank you!, SpragueHO
  • Forum notify, Jcse
  • News of Interest, Caldwell, Stan
  • Precast Concrete Panel Cracking, Chad Van Kampen
  • Firewall separation for footings, Jim Wilson
  • Re: resource shortages [was: cement shortages], Paul Ransom
  • Simple Beam Program?, Jeremy South
  • Pricey Projects Ahead !!, Caldwell, Stan
  • Slightly OT: "Concerns about dangerous design close exit from new Westpark Tollway" (Brand New Tollway in Houston, Texas), Bill Polhemus
  • Seismic bracing of buildings using cable, Drew Morris
  • Are wood shearwalls going out of fashion, or what ?, Kevin Below
  • Shearheads in reinforced concrete flat plates, Kevin Below
  • Incoming message, Jcse
  • shearheads/ studrails, Andrew Kester
  • RE: Protected message, kspeoples
  • Re: How to limit the Shear Capacity of a High-Load Diaphragm, Khashayar_Casey Hemmatyar
  • Metal Roof Deck Properties, Brian M. Spencer
  • RE: Adjustable Steel Columns, Martin Li
  • stud bolt, Junata
  • Allocation of Responsibilities (was: Disclaimer Notes -and- Steel connections/ fabricator, Michael L. Hemstad
  • Thor Matteson, Thor Tandy
  • Re: Hi, Hemstad.ml
  • Struggling with ASCE 7-02 Wind Loading, L. Pack
  • SOG Design, Sharad T. Patel
  • Re: Hello, Jcse
  • Precast concrete wall systems for 2-story residental houses, Mr.King -
  • Site changes, Hemstad.ml
  • Re: Hidden message, Rand Holtham, P.E.
  • shop dwgs, Andrew Kester
  • ASCE 7-02 wind loading, Andrew Kester
  • Spreadsheet Question, Kipp . A . Martin
  • RE: Spreadsheet Question (2?), Khashayar, Casey Hemmatyar
  • Steeples - Framing-Anchorage Details, prmeng
  • password protected files, AWC Info
  • Foundation underpinning and slab on grade question, struct
  • eBay: Structural Engineering reference & PE exam review books, Epp, Lamont
  • RE: Mathcad, G M
  • Re: seaint Digest for 28 May 2004, Ravindra K Mahajan
  • When should a vendor or developer post to the listservice?, Dennis Wish
  • Re: Retaining wall fees, ASQENGG2
  • Re: Retaining wall fees - Real Estate, Paul Crocker
  • Plan stamping hits the trade rags, Jordan Truesdell, PE
  • cuts in treated wood, arrphoto
  • vibration dampers, Mateusz Podskarbi
  • Swimming pool, Joe Grill
  • Off Topic: Backfill Swimming Pool, Chan, David
  • RE: Swimming Pools, Caldwell, Stan
  • Re: OT: Laptops, struct
  • laptop, DA
  • Torsion moment in R.C girders due to lateral loads, hosein Mardanlu
  • What is #3 Rebar equivalent for W2.9xW2.9 WWF, Dennis Wish
  • What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Dennis Wish
  • RE: Off Topic laptop, Caldwell, Stan
  • SEAINT and Spam Arrest, Mark D. Anderson PE
  • code question, D. Woodham
  • Off Topic - Metal Detectors, Dennis Wish
  • Steel Tank Repair, Hans E Boge
  • Real Estate Fees and Services, Christopher S. Campbell
  • #3s - second try, GSKWY
  • Buy SE reference & PE review books on-line, Epp, Lamont
  • Concrete Slab Design Software Recommendation, Oshin Tosounian
  • Steel Shapes, Mike Zaitz
  • Enercalc Version 5.8, Teo, KP
  • FRP (plastic bridge), Jim Hamilton
  • Re: Seismic piping question - fees, Gale45man
  • Grade Beam Design - HELP!, Dennis Wish
  • 2001 NDS nail penetration, utej
  • ACI 318-02 reinforcing steel questions, Michael L. Hemstad
  • Display Notification: Enercalc Version 5.8, deepansh kathuria
  • RE: DICA fastners, Herb Ahten
  • can you help me?, özdemir
  • Load Bearing-Shear Wall Wood & Light Gage Panelized Systems, prmeng
  • Re: can you help me? on-line engineering information, GSKWY
  • Something Amusing - Base Isolation System, refugio rochin
  • Base Isolation System - Amusing, refugio rochin
  • Legal and liability - using my stamp, Markajohn
  • masonry veneer arches, PFFEI
  • Exam calculator policy (CA), esuk
  • California: Legal and liability - using my stamp, Dave Adams
  • Re: Structural Drawings with PDMS ?, Markajohn
  • ACZA treated wood, Casano, Karen
  • Welding question, Bruce Holcomb
  • Slab buckling, Mark Pemberton
  • RE: California: Legal and liability - using my stamp (Jordan), Dave Adams
  • E-pubs <rant>, Michael S. Jones
  • ACZA wood treatment, Robert Freeman
  • RR Flat Car Bridges, clay ramsay
  • Moment resistance connection, mc . upadhyay
  • Re: Was Steel Shapes, GSKWY
  • Gravel Trailer Chassis Design, Hans E Boge
  • Cold Formed Steel Software, CanitzCF
  • Hay storage, Mark Pemberton
  • OFF-TOPIC Job Interview Questions, Davis Parsons
  • Roger Turk, S. Gordin
  • Prayers for a Friend, Dennis Wish
  • RE: Seismic Bracing of Water Heaters, Schwan, Martin K.
  • Post-Tensioned Slab on Grade, Don
  • pullout test, S. Gordin
  • R Value for Wood Brace, Hood, Matthew O.
  • Grouted masonry questions, Sherman, William
  • Interview, DSmith7367
  • brick arches, Andrew Kester
  • MicroStation to AutoCAD - Urgent, Jason W. Kilgore
  • existg CMU, Andrew Kester
  • RE: Criticism (was Steel Shapes), Sherman, William
  • Insurance other than E&O, Jim Wilson
  • software for pushover analyses, Gale45man
  • Concrete Joists, Barry H. Welliver
  • RE: ADVICE: Never Take An Engineer As A Client, Helpdesk PPGS Fasilitas 1
  • Re: Strengthen wood beam -help, Stanley E Scholl
  • Firewall braced by rated floors and roof, Kestner, James W.
  • Re: Strengthen wood beam -thanks, Stanley E Scholl
  • Ward R Malisch/ACI/Notes is out of the office., Ward . Malisch
  • You`ve got 1 VoiceMessage!, Ikits Katz
  • Seaint Emails unreadable, Craig & April
  • Re: MDaemon Warning - virus found: seaint Digest for 13 Jun 2004, Shahram Ardabili
  • Anti-vibration pads, Gupta
  • Software Comparison, mark francois
  • Concrete in extremely cold conditions, Ken Peoples
  • Wind on Parapets, Joe Grill
  • Off Topic: Placom planimeter user manual?, Ken Peoples
  • Re: seaint Digest for 15 Jun 2004 (Out of Office Reply - Vacation June 16 - 21), Joshua Marrow
  • Non-Proprietary Carbon Fiber Composites?, Paul Crocker
  • Shotcrete, Paul Feather
  • Keyway Details, Michael L. Hemstad
  • SAP Pushover Analysis K factor, PeterSHiggins
  • Steel Fibers Replacing Structural Reinforcing?, Meyer, Jonathan
  • proprietary carbon wraps, Andrew Kester
  • Structural dynamics of overhead cranes, cgomezga
  • Milcor Metal Deck, Walker, Katie
  • Re: seaint Digest for 17 Jun 2004 (Out of Office Reply - Vacation June 16 - 21), Joshua Marrow
  • IBC 1807.2.23 CAP INTERCONNECTION, Will H
  • In Situ Strength Testing of Wood, Bill Polhemus
  • Software Comparision, Gupta
  • Old Steel Look, richard lewis
  • finite element analysis free, David Merrick
  • Built-up up shape in compression, Benjamin Cornelius
  • need Mill Valley inspection service, David Merrick
  • span length, spivak
  • bending deflection due to weld shrinkage, Gale45man
  • structural analysis and design of vehicles, Gale45man
  • Number of Jobs, Will H
  • Modelling Rubber in SAP2000, Anantha Narayan C.K.
  • OT: Need Advice for setting up a Server in office for Website with Mailing Lists, Dennis Wish
  • employment time, Andrew Kester
  • Weight room design Loads...., Michael S. Jones
  • Off Topic: Internet Calling and Instant Messenger Service, Dennis Wish
  • Mechanical concrete pad on 3" roof deck, Reza Dashti Asl
  • Anchoring ftg on rock against sliding, Joe Grill
  • Curtainwall design fees, Paul Feather
  • Code Provision Public Comments - HERE IS YOUR CHANCE, Scott Maxwell
  • RE: CURTAIN WALL FEES AND OTHER FEES, Mauricio Salazar
  • FW: Back Office for Architects, dfisher(--nospam--at)fpse.com
  • Recall: Load on Weight Rooms RE: seaint Digest for 21 Jun 2004, San Pedro, Ernie
  • re: Modeling Rubber in SAP2000, chuck ritter
  • Re: Construction law for structural engineers, GSKWY
  • RE: SECB Certification Program for SE's, Caldwell, Stan
  • Stainless steel design code?, Jim Wilson
  • pole embedment spreadsheet?, Ken Peoples
  • Plug Welds, Don
  • unsubcribe, Ali Ghafouri
  • Hot cambering vs. cold cambering, Ken Peoples
  • Update on Roger??, Andrew Kester
  • Allow. Stresses for Cast-in-Place Piles, lrhauer
  • RE: ASCE Membership - Is it worthwhile?, Stuart, Matthew
  • wood truss and glue, Mark Miller
  • De-welding, Alden Manipula
  • wood truss and glue- sorry second try, Mark Miller
  • RE: Non-structural component callouts, Kestner, James W.
  • Angle of Repose - Saturated Soil, Himat Solanki
  • RE: There's got to be a better way than the way I'm doing it, YI
  • Phoenix Adopts IBC instead of NFPA, Aswin Rangaswamy
  • ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], Bill Polhemus
  • RE: ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], Michel, Greg
  • Home Depot, Matthew Stuart
  • Steel Silo Bins, richard lewis
  • RE: Dropping the ball (was Non-structural component callouts), Sherman, William
  • Structural steel protection below grade, Raymond Shreenan
  • Structural Steel Protection Below Grade, Robert Freeman
  • home depot roof collapse, Andrew Kester
  • Wood beam splits, Jim Wilson
  • REGARDING PUSHOVER ANALYSIS, Aloke Rajbhandary
  • Cohesion of backfill soil, Nguyen Nam Trung
  • Reduction for# of bolts?, Chad Van Kampen
  • RE: K factor Approximation for Trussed Girders, Harold Sprague
  • Engineers @ Work, ECVAl3
  • Posters... grrr, Bernard, Scott C.
  • Plywood shearwall in Plumbing Wall, Dennis Wish
  • Damaged Purlin and Cross-grain failure at ledger, Dennis Wish
  • Tales of Terror #1: Architects doing engineering, Dennis Wish
  • BADGERS DEFENSE OF THEIR CHAMPIONSHIP TITLE IS ROCK SOLID, Caldwell, Stan
  • PUSHOVER ANALYSIS, Aloke Rajbhandary
  • Moment frames with tension-only bracing for diaphragm, struct
  • Re: Tales of Terror #1: Architects doing engineering (SECB), Khashayar, Casey Hemmatyar
  • Looking for a combined footing spreadsheet, Ken Peoples
  • OMF Connection Design, Hood, Matthew O.
  • Garage surcharge, Joe Grill
  • IBC, LRFD, 97 AISC Seismic, Conc. shear walls, Dynmaics, EBF, SCBF and much more, StructuralReview
  • Re: Ridge beam/joist analysis, Dmitri Wright
  • Light gauge steel (or alum) tubes, Kipp A Martin
  • garage, edward li
  • Anchor Bolt Nuts, Gary Hodgson & Associates
  • Anchor Bolts in CMU, Joe Grill


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