SEAINT Mail Archive 2004 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 1847
  • UN Decade of Natural Disaster Mitigation// a Report!!, Syed Faiz
  • Re: Misc Opinions, Gary Hodgson & Assoc.
  • Continous Bridge Design for Lateral Force, Hamid Mahmood
  • RE: Minimum reinforcement for structural integrity at slab-column connections, Kevin Below
  • Re: Continous Bridge Design for Lateral, Roger Turk
  • 1920 RC Building w/ wood addition - need demo advice, Dennis Wish
  • Re: Fee for Custom Residence, Thor Matteson, SE
  • Bam Quake, Preliminary Report on the Web, A. Astaneh
  • Re: Louisiana Engineers, Brian K. Smith, P.E.
  • Louisiana Engineers THANKS, Brian K. Smith, P.E.
  • Upcoming AISC seminars, Carter, Charlie
  • Fw: VOICE OF AMERICA, Richard Hess
  • Re: MESSAGE FROM LIST ADMIN, EGHirsch
  • Re: IRAN QUAKE/can we discuss ths?, Stanley E Scholl
  • UN Decade of Natural Disaster Mitigation//some Web links!!, Syed Faiz
  • Percentage of AXIAL force required to brace column LATERALLY, Thor Matteson, SE
  • RE: Percentage of AXIAL force required to brace column LATERALLY), Ed Tornberg
  • Typical American Myopia, GSKWY
  • GENERALIZATION & STEREOTYPES, Andrew Kester
  • PE Review courses, Heide Hooks
  • Extraction of iron, calcium, manganese and phosphorous from sand., Stuart, Matthew
  • Shear Connection at Built up Beam, Joe Grill
  • Retaining wall & Waterproofing, Mitchell J Sklar
  • Re: IRAN QUAKE/can we discuss this?, Stanley E Scholl
  • Percent of AXIAL Force Required to Brace Column LATERALLY, James Fulton
  • RE: Extraction of iron, calcium, manganese and phosphorous from s and., Huffman, Sharlie TRAN:EX
  • Anchor Bolts In Masonry, Jake Watson
  • Re: ZaZona.com on CNN Lou Dobbs, Rbengrguy
  • sorry bill, Andrew Kester
  • re: bolts in hollow blocks, Andrew Kester
  • Single Angle Members, Chad Van Kampen
  • Formol and Concrete, Walter Sheen
  • Stone Panel Anchorages, Kestner, James W.
  • RE: K55 steel, Al Grathwol
  • IBC 2003 vs ASCE 7-02, RainCat1
  • 2001 NDS Wood Screw Penetration Requirement, utej
  • Iran Quake, Michael L. Hemstad
  • Moment Connection Between Beams with out of plane flanges, Rand Holtham, P.E.
  • Moment Connection Between Beams with out, Roger Turk
  • Lift Slab Construction, GSKWY
  • Manganese in A 706 Rebar, Jim Getaz
  • Florida/Connecticut Special Inspectors, GSKWY
  • Single Angle members retrofit, Chad Van Kampen
  • LRFD vs ASD, Udall, Jeffrey D
  • Iran quake / Indigenous materials, Michael L. Hemstad
  • Re: Moment Connection Between Beams with, Roger Turk
  • Re: HL 93 loading, Dacio Marin
  • wind uplift detailing for roof with large overhangs, chuck ritter
  • Florida Special Inspection, GSKWY
  • RE: SI vs Imperial (was LRFD vs ASD), Ed Tornberg
  • Wood Diaphragm Chord Forces / Load Path, Daniel Boltz
  • ambi-unit-exterous [was: LRFD vs ASD], Paul Ransom
  • "Commercial" Buildings, Gerard Madden, SE
  • ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 5000 = Was: CA IBC (Richard Hess), Dennis Wish
  • RE: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Syed Faiz
  • Metric System, Directorengjw
  • Re: LRFD vs ASD (Imperial units: Why US is so traditional about it?), Mark Gilligan
  • Re: Canada's experience [was SI vs Imperial (was LRFD vs ASD)], Paul Ransom
  • RE: LRFD vs ASD (Imperial units: Why US, Roger Turk
  • RE: Metric System>><< excerpts from the US-OWM archives!!, Syed Faiz
  • ACI and AISC Design Methods - Composite Columns, Munoz, Pedro
  • Old Joist, Brian K. Smith
  • Adobe Construction, Timothy Allison
  • RE: ICBO/ICC Craig Oliver distributed comparison of IBC & NFPA 50 00 = Was: CA IBC (Richard Hess), Steve Widmayer
  • Re: #4 fy, GSKWY
  • Book by David Key, GSKWY
  • IRAN QUAKE>><<how has Gel Taftan structures (Ceramic Houses) performed?, Syed Faiz
  • RE: Grade 40 Rebar, Adair, Joel
  • Grade 40 rebar (was #4 fy), Michael L. Hemstad
  • Errata for ASCE 7-02?, Paul Crocker
  • IBC-NFPA, Richard Hess
  • Wood Shear Wall Aspect Ratio, Joe Grill
  • Light Gage Steel Trusses, Jake Watson
  • Shear Wall Aspect Ratio, Joe Grill
  • mtl bldg, Andrew Kester
  • PIER/GRADE BM. FND., Jason Atwood
  • An excellent report on Iran quake (in Farsi), Abolhassan Astaneh
  • RE: IRAN QUAKE>><<how did structures perform?, Syed Faiz
  • OSHA 30 hour course, jccpc
  • Wood joist anchorage on masonry wall, richard lewis
  • Fwd: EERI Responds to Recent Earthquakes, Abolhassan Astaneh
  • SEA's, Jason W. Kilgore
  • masonry inspector, Ken Peoples
  • acad upgrade to 2004 dead line, David Merrick
  • outsourcing resistance, David Merrick
  • Re: IBC-NFPA-structural comparison -(the perspective of a building official), Ben Yousefi
  • ASCE Transactions. (Message for Jose M. Mendez)., Himanshu Tripathi
  • Concrete Tilt-up Design with ACI 318 -- Why is Pin-Pin Req'd ?, Trent Nagele
  • Re: IBC-NFPA-structural comparison -(the perspective of a buildingofficial), Ben Yousefi
  • RE: IBC-NFPA-structural comparison -(the perspective of a buildin g official), Carter, Charlie
  • AISC Interaction Equations for Composite Columns, Munoz, Pedro
  • Staniless Steel Fasteners, M. David Finley, P.E.
  • Usual Gage distances in Wide flange members, Rand Holtham, P.E.
  • little humor- non eng., Andrew Kester
  • Bam Iran Earthquake, Abolhassan Astaneh
  • Bam-Iran Quake, Extensive Seismic Records and data, Abolhassan Astaneh
  • Moment Frame Joints, Michael L. Hemstad
  • Shock force from, Richard Labonville
  • GLULAM NOMENCLATURE, Juan José Treff
  • AutoCad ADT 2004 upgrade and subscription fee, Dennis Wish
  • Base plate grout, Dan Hernandez
  • Usual Gage dimension for wide flanges, Rand Holtham, P.E.
  • AutoCad ADT 2004 upgrade and subscription fee/ArchiCAD/ChiefArchitect, Desi Kiss
  • Leaving on a jet plane, Udall, Jeffrey D
  • Re:Stainless Steel Fasteners, Nels Roselund, SE
  • Subject: Moment Frame Joints, Mark Gilligan
  • Codes/Associations, GSKWY
  • Hi, AKNAPP
  • FW: Undeliverable: RE: RE: Bam Iran Earthquake<< a PROBLEM!! >>, Syed Faiz
  • Fw: {Virus?} Hi, seze
  • Q: Federal Guidelines for Protection During Concrete Removal, Bill Polhemus
  • TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Syed Faiz
  • NESC, Padmanabhan Rajendran
  • FW: Undeliverable: TESTING ONLY!! >><<for: undeliverable MESSAGE>><<, Syed Faiz
  • Deep leg decking system, Paul Feather
  • Virus Again, Roger Turk
  • FW: Undeliverable: TESTING ONLY!! >><<fo, Roger Turk
  • Pier/ Grade bm. Fdn., Jason Atwood
  • RE: Design Aids for the PE, Mark L. Puccio
  • RE: A325 vs A490 bolts, Carter, Charlie
  • Typical soils in El Paso, TX, Foy, Warren
  • System of Measure, John W. Ross
  • 1920s channels sections?, D. Woodham
  • Old Codes / Slab on Ground Water and Dampproofing, GSKWY
  • Steel Pipe Pile Availability, Gary Ehrlich
  • clay tile, Jason W. Kilgore
  • Re: Pocket PC, maaz siddig ibrahim
  • Special Moment Frame--weld details and weld metal, Michael L. Hemstad
  • IMF Steel Connection Tests, Steve Widmayer
  • Plotters....(OT), Mike Jones
  • NSPE Board Opposes Raising Limit on H-1B Visas, Matthew Stuart
  • Pirib Roof Deck, Eknrinc
  • Re: IBC 2000 Seismic question, Jim Getaz
  • The AISC Steel Conference, Carter, Charlie
  • Scanners - OT, GSKWY
  • Minimum topping on precast plank, Terry Triest
  • Re-post: The AISC Steel Conference, Steve Gordin
  • Attn Shafat - Digest mode index, Paul Ransom
  • Fw: Undeliverable: Re: Scanners - OT, Thor Tandy
  • 1998 CBC AISC, Eknrinc
  • books for the SE II exam, Bruce Holcomb
  • Topping on Precast Plank, Chad Van Kampen
  • [no subject], DIPAK ZINZUWAIA
  • Steel buildings, Steve Gordin
  • Expansion Joints in Buried Foundations====>> what is the criteria?, Syed Faiz
  • Test, seaint-ad
  • Stainless Steel Design Manual, Tripp Howard
  • [no subject], seaint-ad
  • UBC seismic provision for braced frame, YI
  • insulation between concrete plank and concrete slab, Randy Diviney
  • Wood Connections & DOL, Roger Turk
  • K for X braced frames, PFFEI
  • DESIGN/BUILD: Show Me The Money, Bill Polhemus
  • Insulation on Precast, Chad Van Kampen
  • VOCs, GSKWY
  • Structural Photos - Public Domain, Dave Adams
  • residential garage topping slab on wood framing, Mark Baker
  • AISC seminars, Steve Gordin
  • SEAOSC cyclic test protocol, Scott Maxwell
  • Grisoft's AVG Virus Protection, Dennis Wish
  • Design Build, Chad Van Kampen
  • Brick Wall Reinforcement, IRV FRUCHTMAN
  • laminated deck as diaphragm, Dan Morrow
  • Uplift / Footing Design for Butler Buildings?????, Daniel Boltz
  • URM Retrofit Contractors in Palm Springs area, Dennis Wish
  • [no subject], seaint-ad
  • Lateral pressure on forms, Richard Labonville
  • Factor of Safety Requirements for Butler Buildings?, Daniel Boltz
  • RE: Stupid earthquake question of the day, Sherman, William
  • DL+W, Andrew Kester
  • Snap-N-Lock Roof Panels, Don
  • Butler Building Founation Design?, Daniel Boltz
  • Butler-Type Building Foundation Design..., Daniel Boltz
  • stains in pool finish (Southern California), Dennis Wish
  • And we were worried about NFPA vs IBC [I wish it were humor], Charley Hamilton
  • SEAOI Annual Design Competition, Rbengrguy
  • How many of you are getting flooded with the I-Worm/MyDoom Virus?, Dennis Wish
  • Re: metal building foundations [was Butler Building Founation Design?], Paul Ransom
  • RE: Site-Specific Procedure (WAS: Stupid earthquake question of the day), Dickey, David
  • hello, mzaitz
  • Christopher Wright, Michael L. Hemstad
  • Reinforcement ratio - Round column, Padmanabhan Rajendran
  • R factor, Leslie
  • 2001 NDS Wood Shear, lrhauer
  • Tension-only frames supporting stairtowers, Michael L. Hemstad
  • Lift Slab Construction in Seismic Areas, Gray Hodge
  • Precast/Prestressed Concrete Repair, Gray Hodge
  • Strengthening of Precast, Jim Getaz
  • 1997 UBC Section 1633, Eknrinc
  • Underpinning and shoring, richard lewis
  • Structural Drawing Numbering Standard, richard lewis
  • virus in digest, Joe Fabregas
  • Need Help Finding a Licensed SE in California, Jason Chicoine
  • asce 7-02 wind, Joe Grill
  • Soundblox Masonry units, Davis Parsons
  • Virginia Tech - Mini Course on Wood Decks, Balconies and Porches, Dennis Wish
  • thanks, Leslie
  • Fw: Holes in beams, Jim Hannah
  • Probable Maximum Loss Studies, GSKWY
  • Composite Action, Randall H. Collier
  • Status, rshaw
  • RE: is this NASA story is true?, Tom Skaggs
  • RE: OT: is this NASA story is true?, Hans E Boge
  • My Space Pen Is Not For Sale!, Caldwell, Stan
  • Hollow Concrete Columns, RainCat1
  • floor glass, DA
  • RAM Perform, Aswin Rangaswamy
  • Slender masonry wall - 8" thick, 74' tall, hadiprawira djohan
  • : FW: Expansion Joints in Buried Foundations====>> what is the criteria, Mark Gilligan
  • Re: FW: Expansion Joints in Buried Foundations====>> what is the criteria?, Mark Gilligan
  • Re: seaint Digest for 3 Feb 2004, r nester
  • Re: Yes,...another earthquake question, Christopher Wright
  • Steel fatigue - AISC v AASHTO, Gale45man
  • Floor Glass Reference, Munoz, Pedro
  • Error, aknapp
  • Job Opening: PE w/Tilt-up Experience, Aswin Rangaswamy
  • 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Dennis Wish
  • ASCE 7 vs NESC, M. David Finley, P.E.
  • RE: 2003 Existing Building Code - Chapter A3 Anchor bolt installa tion, Jim Getaz
  • RC Precast vs Steelwork, Rlabbe
  • Re: mudmat and compaction, Mitchell J Sklar
  • Precast vs. Steel., Chad Van Kampen
  • Re: 2003 Existing Building Code - Chapter A3 Anchor bolt installation, Mark Gilligan
  • Re: fire protection for cast iron columns, Ben Yousefi
  • Metric bar sizes, Davis Parsons
  • H-1B Visa Cap Could Be Reached Next Week, Caldwell, Stan
  • LRFD Masonry question, John C. Jones
  • treated timberstrand, da
  • Re: offshore project gone bad, Rbengrguy
  • Re: Norm Matloff - Bush administration again proposes cance..., Rbengrguy
  • Soil subgrade modulus & Spring constant, Vasu, Ravi
  • slab moment coefficients, Joe Grill
  • Hinged sides, Al Grathwol
  • Earthquake Hazard Maps, HBAP
  • Metal Building 'Basic Seismic-Force......, Daniel Boltz
  • Engineering Position Available, Jake Watson
  • Shear Wall Panel at Gable End, Joseph Grill
  • Short Anchor Bolts for Butler-Type Building, Daniel Boltz
  • Bonded Prestressing / Unbonded Posttensioning, M. David Finley, P.E.
  • New Opening in Concrete Sandwich Wall Panel, richard lewis
  • Chelapati Books for SE Exam Preparation, Aswin Rangaswamy
  • Steel Framing Wind Connections, richard lewis
  • New opening ins sandwich wall panel, Chad Van Kampen
  • ID ceykoh... thanks, 73527 . 1356
  • STRUCT I EXAM FOR CA. ?, Jason Atwood
  • ID wujuclnux... thanks, Rbengrguy
  • Re: treated TimberStrandR LSL, Strand, Renee
  • Why would sag rods be placed from a roof beam to the girt?, Daniel Boltz
  • Fire Retardant Treated Plywood Shearwalls and Diaphragms, Tripp Howard
  • 97UBC Ties & Continuity, ECVAl3
  • Steel Tension Rod Bracing, Troy MacKenzie
  • RE: Flat plate punching shear question, Kevin Elbury
  • Re:NSPE publicly states opposition to increasing h-1b cap, Rbengrguy
  • Preferred SLRS, Seth W. Cutler
  • Development length of reinforcing steel, Bill Mancini
  • Philippines Siesmicity, MBREngineering
  • Double Top Plate Restraint, Joe Grill
  • 1633.2.5 Ties, ECVAl3
  • RE: Welding to steel studs, Heide Hooks
  • Undeliverable Message (Anyone from American Geotechnical?), Aswin Rangaswamy
  • Re: Philippine Seismicity, Albert Villanueva
  • Wanted: Apprentice for Seismic Retrofits and New Light-frame low rise design, Dennis Wish
  • angles to mtl stud and gyp clg diaphragm, Andrew Kester
  • How Common is Masonry Infilled Steel Frames for New Construction ?, Robert Rogers
  • Diaphragm action without plywood/OSB sheathing, Sharad T. Patel
  • Rigidty Of Wood Floor Framing, Michael Bryson
  • Foundation uplift, Mark L. Puccio
  • House Remodel on Post Tensioned Slab, Aswin Rangaswamy
  • Tie spacing in RC columns, zone 4, Bill Mancini
  • connection joint of the concrete column and steel beam, xuan deng
  • Exterior Suspended Concrete Slab Question?, Daniel Boltz
  • RE: Sound transmission ratings (any references available?), Schwan, Martin K.
  • Attention outsourcing foes!!!!!, David L. Fisher
  • Diaphragm Action, Eric Tompos
  • gable ends- clg diaphragm, Andrew Kester
  • Brent Koch, Keith De Lapp
  • RE: NFPA 5000, Consensus Standard?, Dennis Wish
  • Re: Double Top Plate Restrain, AWC Info
  • Re: 1997 NDS 8.2.3 "Wood to Concrete Connections", AWC Info
  • Macomber joists, Drew Morris
  • Double-T torsion, Wontae Kim
  • The Steel Conference, Carter, Charlie
  • spandrell beams/ uplift in ftgs, Andrew Kester
  • LFRD Seminar, scgordin
  • Elem school and Fault, Jake Watson
  • Model concrete frame in Staad w/cracked sections, Peter A. Allen
  • Spanish translation - way off topic, GSKWY
  • "Repair of Steel Structures After a Fire", Eckrote, David
  • Anchor rods for treated wood, Scott Maxwell
  • Wind loading on architectural screen/mesh, Jim Wilson
  • RE: Wind loading on architectural screen/mes, Jim Persing
  • GUTTER AND DOWNSPOUTS - off topic, Juan José Treff
  • Prestress Loss, Wontae Kim
  • WT Section, RainCat1
  • Re: Pressure treated wood, G M
  • Foam blocks and concrete core, Dennis Wish
  • Re:Sizing Gutters, Kipp . A . Martin
  • NFPA 5000, GSKWY
  • screen enclosures, Andrew Kester
  • The summary, CanitzCF
  • Re: Re: Document, seaint-ad
  • RE: Hooked bottom bars in pile caps (question), Syed Faiz
  • Drilled Pier foundation construction, Frieberg, Lee
  • PCI Design Handbook, Wontae Kim
  • Re: NFPA 5000 - underslab vapor barriers, GSKWY
  • Wood Roof Framing in High Snow Regions, richard lewis
  • Concrete slab deflections - theory vs reality, Kevin Below
  • CODE VIOLATIONS--Plated Wood Trusses--unbalanced loads, Thor Matteson, SE
  • Re: Re: Re: Your document, nmoore
  • RE: Concrete slab deflections - theory v, Kevin Below
  • RE: seaint Digest for 1 Mar 2004, Sharad T. Patel
  • Hey, ya! =)), HaanSM
  • New antenna on existing tower, Jim Wilson
  • Delivery Failed, mark . swingle
  • Shoring Removal, SE3949
  • Re: Edge Beam Considerations, Jim Wilson
  • RE: maximum drop height when placing concrete, Kestner, James W.
  • trusses, etc., Andrew Kester
  • OT - PDF Organization, Paul Blomberg
  • Steel Flag Poles, Oshin Tosounian
  • Finite Element Analysis Software, Robert Shmerling
  • RE: HELP! - 8" CMU wall for 90' structure - is it possible?, Kestner, James W.
  • PCA Publication, Paul Feather
  • Salvaged Steel, Jared Keyser
  • Structural steel piles, Schwan, Martin K.
  • Atlantic coast wind exposure categories, Scott Maxwell
  • Treated Wood, Michael L. Hemstad
  • Finite Element Software, Allan Bommer
  • OSHA and Steel Erection, Ron Hill
  • Pedestrian Bridge (seismic design & evaluation), Casey K. Hemmatyar
  • Parking Structure Shade Canopies, Paul Feather
  • Re: GAIL KELLY'S MANNERS, BCainse
  • RE : Finite Element Analysis Software, Han Mu Jo
  • Re: Capillary Break, GSKWY
  • RE: Blind Formed Concrete Wall, Jason W. Kilgore
  • pre-registration deadline extended for Steel Conference, Melnick, Scott
  • membership, DA
  • Z Coefficient, DAN NOVAK
  • Heavy load slab design, Paul Feather
  • Closed Ties VS. Open Stirrups Shear Reinf., richard lewis
  • Detailing in AutoCad ADT 2004 or 2005, Dennis Wish
  • RE: ICBO ERs ACs etc., Jim Persing
  • Jointless Slab, rlewistx
  • Older Precast Concrete Shapes???, Daniel Boltz
  • RE: UBC Table 16-G (possibly more academic than practical), Jim Persing
  • Expansive Cements, GSKWY
  • Precast 8" x 3" I-Beams and 12" x 6" Hollow-Core??, Daniel Boltz
  • Re: Design ground accelerations, Mark D. Anderson PE
  • Best city in US for SE, Jake Watson
  • Braced Frames, Part I, Jake Watson
  • Braced Frames, Part II, Jake Watson
  • SE Review Workshops based on 2000 IBC and 97 UBC in LA & SF, StructuralReview
  • Monopole Foundations, Rand Holtham, P.E.
  • Min. Steel in Drilled Shaft, richard lewis
  • PCA Slab on Ground Publication, GSKWY
  • best city question- (non technical), Andrew Kester
  • Prequalifed Fully Restrainted Moment Connections..., Elias Hahn
  • Galvanized Steel Cracking Issue, Richard M. Beldyk, P.E., CPEng
  • wall piers, cip concrete, Mark Baker
  • Cold formed wall girts, Wesley Werner
  • Modeling two independent towers and one basement in ETABS, Angel Gómez
  • Re: SCBF's, Mlcse
  • Column Axial Strengthening & FRP Confinement, leon kawidjaja
  • Retrofitting footings, deepansh kathuria
  • SE book clubs...do they exist?, Jeremy South
  • RE: Best city in US for SE????, John C. Jones
  • Another Zone IV SMF Connection question-, Elias Hahn
  • Seismic Retrofit and Historic Buildings, Dennis Wish
  • Empty Shipping Container - Stability Analysis, YI
  • (no subject), Jnapd
  • FW: Empty Shipping Containers, Jared Keyser
  • Re: Braced Frames, Part 1, Mlcse
  • Concrete on EPS, Eric Tompos
  • Column Continuity Plates and Reduced Beam Sections, Michael L. Hemstad
  • Quality of cast-in-place concrete construction, Michael L. Hemstad
  • Log Building Design Guides, Barry H. Welliver
  • Specifying Structural Plain Concrete, Jim Wilson
  • birthday, Jorge R. Garone
  • Wind Exposure Along Atlantic Coast, Eric Tompos
  • 1977 AASHTO, Troy Madlem
  • QC, Andrew Kester
  • Off Topic: Best Places ... Or Maybe Not, Caldwell, Stan
  • Question regarding offset shear walls, Catherine Pagni
  • Off Topic: Best Places ... Or Maybe Not, Matthew Stuart
  • RE: Quality of cast-in-place concrete co, Roger Turk
  • QC in concrete, Andrew Kester
  • 3x TNG as a diaphragm?, Paul Crocker
  • Anchor Bolts in CMU, Joe Grill
  • ASTM A706 and welded wire, Paul Feather
  • Re: Incoming Message, amanipula
  • Subject: Precast 8" x 3" I-Beams and 12" x 6" Hollow-Core??, j1
  • Retaining Wall installation question, Dennis Wish
  • Concrete Textbook, GSKWY
  • Foundation expansion jts in Saudia Arabria, John W. Ross
  • Nailing calculations, Joe Grill
  • Listserver Archive not Working, Markajohn
  • Last call for entries, Rbengrguy
  • Light Gage Metal Panel Shear Diaphragm Values, Jim
  • shear studs in ACI 318-02, Elias Hahn
  • AISC Specification, Jason W. Kilgore
  • RE: Pedestrian Bridge, Casey K. Hemmatyar
  • WWF vs. Fiber Mesh, Mark L. Puccio
  • FEMA US&R structures specialist training, Jeffrey Fertich
  • Expansion Soils, GSKWY
  • ANSYS HELP: GIVE SUGGESIONS, Peter Inbaraj
  • Need Engineer for Big Bear California Custom Home, Dennis Wish
  • non-building structures requirements, Gale45man
  • Expansion of Aluminum over Brick, Jim Wilson
  • Metal Panel Design, Jim
  • fibers, Andrew Kester
  • WWF vs Fiber Mesh, James Fulton
  • Moment Frames, dc chung
  • PEMB & Simple Building Diaphragm, richard lewis
  • hollow core insulative properties, Elias Hahn
  • Anchorage Alaska Employment Opportunities:, Schwan, Martin K.
  • Surface Treatment of Pretensioned End-plate Connections, Gunnar Hafsteinn Isleifsson
  • Story Drift Calculations, Dennis Wish
  • Concrete column too tall, Brian Hsi
  • COM624, M. David Finley, P.E.
  • Slab punching shear, Byron Benson
  • Existing Foundation, Andy Richardson
  • Slab edge plate thickness, Jim Wilson
  • RE: Q: Can you weld steel rebar to steel beam?, Byron Benson
  • Steel HP pile preferred material spec, Rick Burch
  • Steel single plate shear connections, Rick Burch
  • R/C Section Design program using nonliner strain-stress curves, YoonHo Nam, P.E.
  • Repairing Post Tensioned Slab On Grade, MBREngineering
  • [no subject], amanipula
  • Existing Foudation, Andy Richardson
  • Mail Search Engine, Mike Zaitz
  • Repair of Post-Tensioned Slabs on Grade, j1
  • HSS/ existing CMU buildings, Andrew Kester
  • [no subject], SpragueHO
  • High strength Square or Rectangular HSS availability, Ken Peoples
  • Re: WWF vs. Fiber Mesh et al., GSKWY
  • repairing post-tensioned slab on grade, Robert Freeman
  • IBC Table 1604.5 - Category II - 300 people congregating?, Haan, Scott M.
  • Does AISC Seismic Section 11.2a apply to MBMA ordinary moment connections?, Haan, Scott M.
  • IBC Table 1604.5 - Category II - 300 peo, Roger Turk
  • Q: How to calculate SWL of lifting lugs?, Guntar Bandarsyah
  • Re: IBC Table 1604.5 - Category II - 300, Roger Turk
  • Concrete Flat Work, Veronica Blangy
  • Updated version of Multi-Lat on Structuralist.Net, Dennis Wish
  • Waffle Slabs, Eknrinc
  • [no subject], 73527 . 1356
  • RE: Slab punching shear (fwd), Scott Maxwell
  • FW: draft, Craig Leech
  • Wisconsin engineer, Scott Maxwell
  • Re: Thank you!, amanipula
  • Steel prices, Hans E Boge
  • RE: Steel prices --> availability, Carter, Charlie
  • RE:Slab Punching, Byron Benson
  • Questions regarding heavy-weight transportation, mehdi nasseri
  • Control Joints, Andy Richardson
  • Re: Concrete Flat Work - Colored Concrete, GSKWY
  • Liability Issues, Design Data, and Inspection Techniques for Decks...., Frank Woeste
  • RE: Steel prices (resent in plain text), Sherman, William
  • RE: Steel prices - ENR, Caldwell, Stan
  • Re: SLIGHTLY OT: Price of "Used" Lumber, David Merrick
  • Cracked concrete, Michael L. Hemstad
  • Building Code in Flagstaff Arizona, RainCat1
  • Fundamental Frequency Calculation, richard lewis
  • Cripple wall sheathing - need fast answer, Dennis Wish
  • RE: Applicable Building Code, Sherman, William
  • Re: steel prices and tariffs, GSKWY
  • More steel prices and tariffs, GSKWY
  • AS3600, mc . upadhyay
  • RE: BUEP painted surfaces, Bob Shaw
  • Old Wood Allowable Stresses, Adam Vakiener
  • pole signs, Andrew Kester
  • Very Off Topic: Seattle, M. David Finley, P.E.
  • The Devil Is In The Details! - prof engr red lights!, Neil Moore
  • allen bolts, Dan Morrow

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