SEAINT Mail Archive 2002 (Oct-Dec)
Civil and Structural Engineering discussions by date
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Messages: 1995
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- RE: À Propos, Structuralist
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- Blast Resistant Design, G Vishwanath
- Concrete floor overlay using rigid foam to save weight, Eric Green
- Re: k for compression members of frames with sidesway, Carter, Charlie
- RE: k for compression members of frames with sidesway, Francois Rambau
- Re: À Propos, vicpeng
- RE: Concrete floor overlay using rigid foam to save weight, Sprague, Harold O.
- Re: À Propos, vicpeng
- IBC "Oops" (Was Residential Design Discussion), David Merrick
- RE: IBC "Oops" (Was Residential Design Discussion), Sprague, Harold O.
- Re: Concrete floor overlay using rigid foam to save weight, Daryl Richardson
- Dual System-Shearwall Boundary Element as Column for Conc Moment Frame?, John Diebold
- Building Frame Shearwall Height Limit on UBC Table 16-N, John Diebold
- IBC "Oops" (Was Residential Design Discu, Roger Turk
- Re: Concrete floor overlay using rigid foam to save weight, Davis Parsons
- Re: IBC "Oops" (Was Residential Design Discussion), Allen Adams
- RE: Dual System-Shearwall Boundary Element as Column for Conc Mom ent Frame?, Haan Scott M DPW CIVIL ENGR(n)
- Stainless studs on Carbon Steel, Michael L. Hemstad
- perforated gypsum shearwall, AWCInfo
- RE: IBC "Oops" (Was Residential Design Discu, Barry H. Welliver
- RE: IBC "Oops" (Was Residential Design Discussion), Bill Allen, S.E.
- RE: IBC and Rho factor, Yousefi, Ben
- TJ BEAM vs E-Z Calc, David Merrick
- Re: Dual System-Shearwall Boundary Element as Column for Conc Moment Frame?, Paul Feather
- C-1030, C-1035, and C-4140 steel, Scott Maxwell
- RE: IBC "Oops" (Was Residential Design Discu, Structuralist
- RE: IBC and Rho factor, Yousefi, Ben
- Re: Steel Framing for Elevator Shaft, Daryl Richardson
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- RE: IBC "Oops" (Was Residential Design Discu, Structuralist
- Re: C-1030, C-1035, and C-4140 steel, Christopher Wright
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- RE: IBC "Oops" (Was Residential Design Discu, Haan Scott M DPW CIVIL ENGR(n)
- RE: IBC "Oops" (Was Residential Design Discussion), Gerard Madden, PE
- RE: Stainless studs on Carbon Steel, Lutz, James
- RE: IBC and Rho factor, Gerard Madden, PE
- steel retro fits, Robert M. Hanson
- Chicago Design Criteria??, Bill Allen, S.E.
- RE: IBC and Rho factor, Structuralist
- RE: IBC "Oops" (Was Residential Design Discussion), Structuralist
- RE: IBC and Rho factor, Structuralist
- Re: Chicago Design Criteria??, Scott Maxwell
- RE: IBC "Oops" (Was Residential Design Discussion), Scott Maxwell
- RE: Stainless studs on Carbon Steel, Richard M. Beldyk, PE, CPEng, NSPE, CWEng, CPE
- RE: Concrete Tank Design Help, Sherman, William
- RE: steel retro fits, Carter, Charlie
- RE: IBC "Oops" (Was Residential Design Discussion), Sprague, Harold O.
- Re: steel retro fits, Christopher Wright
- Anchor rod couplers, Drew Morris
- FW: IBC 2000, Jim Kestner
- Re: steel retro fits, Eric Ober
- Re: perforated gypsum shearwall, Jnapd
- steel retro fits (also, Multiple Yield Stresses), Michael L. Hemstad
- RE: IBC and Rho factor, Yousefi, Ben
- perforated gypsum shearwall, Greg Meyer
- virus in "sap-2000 non-linear dyanmic analysis" email, Paul Crocker
- RE: Deflection of steel beams when placing concrete slabs, Sprague, Harold O.
- RE: perforated gypsum shearwall, Structuralist
- Helical Steel Stairs Question, William Grizzell, P.E.
- RE: perforated gypsum shearwall, Haan Scott M DPW CIVIL ENGR(n)
- Re: perforated gypsum shearwall, Jnapd
- RE: IBC and Rho factor, Structuralist
- RE: IBC and Rho factor, Yousefi, Ben
- RE: perforated gypsum shearwall, Samir Ghosn
- Re: Post-Tensioned Frame Analysis Software, ASLCSE
- Re: steel retro fits (also, Multiple Yield Stresses), Dave Evans
- RE: perforated gypsum shearwall, Haan Scott M DPW CIVIL ENGR(n)
- RE: perforated gypsum shearwall, Roger Turk
- RE: perforated gypsum shearwall, Al Meyer
- Re: perforated gypsum shearwall, Jnapd
- RE: IBC and Rho factor, Haan Scott M DPW CIVIL ENGR(n)
- RE: IBC and Rho factor, Structuralist
- RE: Post-Tensioned Frame Analysis Software, Bill Polhemus
- drywall, seismic, Andrew D. Kester
- FW: IBC 2000, Allen Adams
- RE: IBC 2000, Lutz, James
- RE: IBC 2000, Carter, Charlie
- Re: perforated gypsum shearwall, Daryl Richardson
- Re: IBC and Rho factor, chuckuc
- Helical Steel Stairs Question, Michael L. Hemstad
- RE: Helical Steel Stairs Question, nblackburn
- RE: Helical Steel Stairs Question, Himat Solanki
- RE: Helical Steel Stairs Question, Armijo, John J (PWCSD 410)
- ICC Press Release - Good News From Texas, Caldwell, Stan
- Re: perforated gypsum shearwall, Samir Ghosn
- Shipping Container Stacking, YI
- RE: Shipping Container Stacking, Haan Scott M DPW CIVIL ENGR(n)
- RE: Shipping Container Stacking, Bill Polhemus
- Re: Helical Steel Stairs Question, Gary Hodgson & Associates
- Re: Shipping Container Stacking, Nels Roselund, SE
- Re: Helical Steel Stairs Question, John W. Sieszcki
- RE: IBC 2000, Allen Adams
- Protective Coatings on Precast Concrete, npitera
- Helical Stairs, William Grizzell, P.E.
- RE: IBC 2000, Caldwell, Stan
- Re: Post-Tensioned Frame Analysis Software, John Diebold
- RE: IBC 2000, Haan Scott M DPW CIVIL ENGR(n)
- NYC Snow Load, Bill Allen, S.E.
- RE: Building Frame Shearwall Height Limit on UBC Table 16-N, Paul Crocker
- Re: NYC Snow Load, John Goodman
- RE: NYC Snow Load, Bill Allen, S.E.
- RE: NYC Snow Load, Lutz, James
- Snap-Thru Buckling of Steel Domes, Michael Gregory
- Re: Helical Stairs, Himat Solanki
- Eccentrically Loaded Baseplates, Lutz, James
- RE: Protective Coatings on Precast Concrete, Sprague, Harold O.
- Re: Helical Steel Stairs Question, JEFF CORONADO
- RE: Snap-Thru Buckling of Steel Domes, Jim Kestner
- Re: Eccentrically Loaded Baseplates, M. David Finley, P.E.
- Need Help for the Seismically Impaired, Jim Kestner
- RE: Eccentrically Loaded Baseplates, Adair, Joel
- RE: Eccentrically Loaded Baseplates, Russ, John P
- RE: Protective Coatings on Precast Concrete, Sherman, William
- RE: Need Help for the Seismically Impaired, Haan Scott M DPW CIVIL ENGR(n)
- RE: IBC and Rho factor, Structuralist
- Re: Need Help for the Seismically Impaired, Samir Ghosn
- Shotcrete -- Rebars Larger than #5, Testing, Szuchuan Chang
- Re: Shotcrete -- Rebars Larger than #5, Testing, Samir Ghosn
- Re: Protective Coatings on Precast Concrete, Nels Roselund, SE
- Re: Protective Coatings on Precast Concrete, GSKWY
- RE: Post-Tensioned Frame Analysis Software, Structuralist
- A 307 Anchor Bolts, John Nader
- RE: Need Help for the Seismically Impaired, Structuralist
- RE: A 307 Anchor Bolts, Bill Polhemus
- Re: drywall, seismic, Ted Cushman
- Re: A 307 Anchor Bolts, Nels Roselund, SE
- RE: A 307 Anchor Bolts, Bill Polhemus
- RE: drywall, seismic, Structuralist
- RE:Need Help for the Seismically Impaired, David Merrick
- Ray Pugliesi/Degenkolb is out of the office., pugliesi
- 3 columns, 1 footing, John Nader
- Re: 3 columns, 1 footing, Milton Veloz
- Re: 3 columns, 1 footing, desi j kiss
- Fw: Re: 3 columns, 1 footing, desi j kiss
- 3 columns, 1 footing, Roger Turk
- Building Codes Online?, HBAP
- Re: 3 columns, 1 footing, Daryl Richardson
- RE: 3 columns 1 footing, Milton Veloz
- Welsbach Light Pole info, Neil Moore
- RE: Building Codes Online?, Structuralist
- papers, smail raisi
- Re: Building Codes Online?, Cratylus Consulting Group
- Building Codes on-line, G Vishwanath
- Wind loads in New Jersey, G Vishwanath
- RE: Building Codes on-line, Bill Polhemus
- Re: Building Codes on-line, Bogdan Dumitrascu
- RE: Building Codes on-line, Bill Polhemus
- RE: Building Codes Online?, Carter, Charlie
- RE: Building Codes Online?, Bill Polhemus
- RE: Building Codes Online?, Bob Shaw
- Structural Stainless Steel, Nels Roselund, SE
- RE: Structural Stainless Steel, Sherman, William
- old wind speeds vs. new vs. weather station's, Ken Peoples
- RE: Structural Stainless Steel, Sherman, William
- RE: old wind speeds vs. new vs. weather station's, Effland, Greg
- RE: old wind speeds vs. new vs. weather station's, Bill Polhemus
- Re: Eccentrically Loaded Baseplates, Himat Solanki
- Re: old wind speeds vs. new vs. weather station's, Paul Feather
- Re: old wind speeds vs. new vs. weather station's, Bill_Coulbourne
- RE: old wind speeds vs. new vs. weather station's, Sprague, Harold O.
- RE: Structural Stainless Steel, Eric Green
- RE: Building Codes Online?, Haan Scott M DPW CIVIL ENGR(n)
- RE: Building Codes Online?, Yousefi, Ben
- RE: Building Codes Online?, Gerard Madden, PE
- Re: Structural Stainless Steel, Nels Roselund, SE
- RE: Building Codes Online?, Bill Allen, S.E.
- Fw: chat thread on gyp shear and steel, David Merrick
- definition of structural effinciency, stefan.spreng
- RE: Building Codes Online?, Lutz, James
- Re: definition of structural effinciency, j.n.sigalas
- RE: Building Codes Online?, Structures Online
- RE: Building Codes on Line? Yes, for a FEE, Richard M. Beldyk, PE, CPEng, NSPE, CWEng, CPE
- RE: Building Codes Online?, Ed . Haninger
- Re: Building Codes Online?, chuckuc
- RE: Building Codes Online?, Structuralist
- RE: Building Codes on-line, Structuralist
- RE: Building Codes on-line, Structuralist
- RE: Building Codes Online?, Structuralist
- RE: Building Codes on-line, Structuralist
- pull test of anchor, Pat Clark
- RE: Building Codes Online?, Structuralist
- Re: Chicago Bldg code - live load reduction allowance? (was Bldg Codes Online?, john chanson
- Re: Building Codes Online?, Scott Maxwell
- RE: Building Codes on-line, Schwan, Martin K.
- RE: Building Codes on-line, Bill Polhemus
- RE: Building Codes Online?, Scott Maxwell
- RE: Building Codes Online?, Structuralist
- Re: Building Codes on-line, Drew Morris
- RE: Building Codes on-line, Gil Brock
- Re: Building Codes Online?, BCainse
- RE: chat thread on gyp shear and steel, Structuralist
- RE: Building Codes Online?, Tom Skaggs
- Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Bill Polhemus
- Re: Building Codes Online?, Mark Gilligan
- RE: Building Codes Online?, Carter, Charlie
- RE: Building Codes Online?, Scott Maxwell
- 3" exposed metal roof deck with accessories, Ken Peoples
- Re: Building Codes on-line, M. David Finley, P.E.
- Wind Loads - UBC 97 vs ASCE 7, M. David Finley, P.E.
- ADA (was Re: Building Codes on-line), Paul Feather
- Re: pull test of anchor, Paul Feather
- RE: Building Codes Online?, Bill Allen, S.E.
- Re: Shotcrete -- Rebars Larger than #5, Testing, John Diebold
- Re: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Richard L. Hess
- Re: Wind Loads - UBC 97 vs ASCE 7, Bill_Coulbourne
- RE: Wind Loads - UBC 97 vs ASCE 7, Effland, Greg
- Standard of Care: Investigation of Exist, Roger Turk
- RE: Wind Loads - UBC 97 vs ASCE 7, Bill Allen, S.E.
- RE: Building Codes Online?, Rick . Drake
- Fenestra Roof Deck, Michael W. Salmon
- Re: pull test of anchor, David Topete
- RE: Building Codes Online?, Structuralist
- RE: Wind Loads - UBC 97 vs ASCE 7, Lutz, James
- Wood Truss on Metal Studs, richard lewis
- RE: Wood Truss on Metal Studs, Russ, John P
- Building Codes Online?, Michael L. Hemstad
- Re: Wood Truss on Metal Studs, Forrest Braun
- Re: Wind Loads - UBC 97 vs ASCE 7, M. David Finley, P.E.
- Re: Fenestra Roof Deck, Roger Turk
- RE: Chicago Bldg code - live load reduction allowance? (was Bldg Codes Online?, john chanson
- Re: ETABS7 automatic Plane & Elevation drawing, mark francois
- RE: Building Codes on-line, Gerard Madden, PE
- Use Group F, Section 306 BOCA v. IBC, Jan Harris
- RE: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Jake Watson
- RE: Wood Truss on Metal Studs, Glenn Otto
- RE: Building Codes on-line, Structuralist
- '97 UBC Basic Load Combination, STuong
- RE: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Mark Geoghegan
- RE: Building Codes on-line, Structuralist
- RE: Building Codes Online?, Structuralist
- RE: Building Codes Online?, Structuralist
- RE: Wind Loads - UBC 97 vs ASCE 7, Jake Watson
- RE: Building Codes Online?, Structuralist
- RE: Building Codes Online?, Carter, Charlie
- Re: TJI Trusjoist Beam Program review, MBREngineering
- Re: UBC '97 - Section 1611.5, MBREngineering
- RE: Building Codes Online?, Structuralist
- RE: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Bill Polhemus
- RE: Building Codes Online?, Structuralist
- RE: Building Codes Online?, Scott Maxwell
- Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Structuralist
- RE: Building Codes Online?, Structuralist
- RE: Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Gerard Madden, PE
- RE: Building Codes Online?, Bill Polhemus
- RE: Building Codes Online?, Scott Maxwell
- RE: '97 UBC Basic Load Combination, Roger Davis
- RE: Wood Truss on Metal Studs, Bruce MacLeod
- RE: Building Codes Online?, Rick . Drake
- RE: Building Codes Online?, Christopher Wright
- W14x22 Moment of Inertia, Keith Fix
- RE: Building Codes Online?, Rick . Drake
- RE: Wind Loads - UBC 97 vs ASCE 7, Haan Scott M DPW CIVIL ENGR(n)
- RE: Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Schwan, Martin K.
- Re: Building Codes Online?, Nels Roselund, SE
- Re: W14x22 Moment of Inertia, Rick . Drake
- RE: Virus Alert, Foy, Warren
- RE: Virus Alert, Foy, Warren
- Re: Building Codes Online?, Jnapd
- RE: Virus Alert - IT IS A HOAX !!, Jeremy Kuhn
- RE: Virus Alert, Dave Nuttall
- RE: Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Structuralist
- RE: Was [Charlie Carters response to Building Codes Online?] Now: Chicago Food Specialties near AISC offices, Structuralist
- RE: Building Codes Online?, Structuralist
- RE: Building Codes Online?, Structuralist
- 4 Story Wood, Jake Watson
- RE: Virus Alert, Al Meyer
- Fw: Virus Alert- urgent, mark francois
- RE: W14x22 Moment of Inertia, Jim Sherman
- RE: Virus Alert ANOTHER HOAX, Armijo, John J (PWCSD 410)
- Re: papers, Walter Sheen
- RE: 4 Story Wood, Bill Polhemus
- RE: 4 Story Wood, Haan Scott M DPW CIVIL ENGR(n)
- RE: Virus Alert, Mario C. De Jesus E.
- RE: Virus Alert, Paul Crocker
- Re: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Cratylus Consulting Group
- RE: Building Codes Online?, Scott Maxwell
- RE: 4 Story Wood, Schwan, Martin K.
- RE: Building Codes Online?, Tom Skaggs
- W14x22 Moment of Inertia, Roger Turk
- RE: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Bill Polhemus
- Re: 4 Story Wood, desi j kiss
- Re: ADA (was Re: Building Codes on-line), sscholl2
- Re: Virus Alert, Dave Barrett
- Fw: Virus Alert, mark francois
- Steel truss in cantilever, Javier Encinas
- RE: 4 Story Wood, Bill Polhemus
- Slender walls, Bogdan Dumitrascu
- Re: ADA (was Re: Building Codes on-line), Scott Maxwell
- Re: W14x22 Moment of Inertia, Keith Fix
- Re: Slender walls, Scott Maxwell
- RE: W14x22 Moment of Inertia, Carter, Charlie
- Re: W14x22 Moment of Inertia, Roger Turk
- Plan Check question, Tarek Mokhtar
- RE: Slender walls, Haan Scott M DPW CIVIL ENGR(n)
- RE: Plan Check question, George Richards P.E.
- design of circular hollow cantilevered vertiacl post-18m high, David McSwiney
- Re: W14x22 Moment of Inertia, Christopher Wright
- RE: Plan Check question, Gerard Madden, PE
- Test Data for RBS Connections, Harper, Mark
- Re: Plan Check question, Neil Moore
- RE: Plan Check question, Bill Allen, S.E.
- RE: Plan Check question, Structuralist
- RE: Test Data for RBS Connections, Gerard Madden, PE
- Re: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Nels Roselund, SE
- RE: Plan Check question, Scott Maxwell
- FW: Structural Bolt Torquing Question, LaCount, Curt
- RE: 4 Story Wood, Jake Watson
- RE: Plan Check question, Structuralist
- RE: ADA (was Re: Building Codes on-line), Eric Green
- aluminum and steel, Michael L. Hemstad
- RE: Structural Bolt Torquing Question, Eric Green
- RE: Plan Check question, Haan Scott M DPW CIVIL ENGR(n)
- Staniless steel bolts, Hafiz, Sanaa S.
- Re: Plan Check question, Jnapd
- RE: Plan Check question, Schwan, Martin K.
- RE: Plan Check question, Haan Scott M DPW CIVIL ENGR(n)
- RE: Structural Bolt Torquing Question, HEATH MITCHELL
- RE: SE Engineers, Structuralist
- Re: Steel truss in cantilever, Nels Roselund, SE
- Re: Standard of Care: Investigation of Existing Building Structure for Alteration or Addition, Cratylus Consulting Group
- FW: Structural Bolt Torquing Question, LaCount, Curt
- Re: 4 Story Wood, jimchatterley1
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- RE: SE Engineers, Bill Polhemus
- Re: 4 Story Wood, MBREngineering
- Re: Container Stacking, Christopher Wright
- RE: Virus Alert, Caldwell, Stan
- RE: Structural Bolt Torquing Question, HEATH MITCHELL
- ADA (was something about building codes), CarlS95
- Re: design of circular hollow cantilevered vertiacl post-18m high, David McSwiney
- Re: ADA (was Re: Building Codes on-line), sscholl2
- RE: ADA (was something about building codes), Bill Polhemus
- Re: Plan Check question, sscholl2
- RE: Staniless steel bolts, Sprague, Harold O.
- Structural Observation, VerneK
- RE: Structural Observation, Bill Polhemus
- ASD load combinations in UBC '97, vol. II, Vasu, Ravi
- Re: Structural Observation, THunt
- RE: Plan Check question (Stan), Dave Adams
- RE: Structural Observation, George Richards P.E.
- RE: ASD load combinations in UBC '97, vol. II, Haan Scott M DPW CIVIL ENGR(n)
- RE: ADA (was Re: Building Codes on-line), Regis King
- Bridge Lane Loads, Fabricio Rosales
- RE: SE Engineers, Structuralist
- Re: Structural Bolt Torquing Question, David Sharp
- HSS Blind Bolting, AnconAssoc
- RE: ADA (was Re: Building Codes on-line), Schwan, Martin K.
- RE: ADA (was Re: Building Codes on-line), Gerard Madden, PE
- Re: Plan Check question, Jnapd
- Re: Plan Check question (Stan), Jnapd
- PE or SE in WA?, Reza Dashti Asl
- RE: Bridge Lane Loads, Adair, Joel
- Flamecut Holes for Bolting, Eric Green
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- HSS Blind Bolting, Roger Turk
- Re: Plan Check question, Regis King
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- Re: PE or SE in WA?, Regis King
- Re: ADA (was Re: Building Codes on-line), Nels Roselund, SE
- RE: Structural Bolt Torquing Question, Eric Green
- RE: Plan Check question, Haan Scott M DPW CIVIL ENGR(n)
- Re: HSS Blind Bolting, Scott A. Dunham, PE
- ADA (Let's move onto something else soon), CarlS95
- Re: HSS Blind Bolting, Samir Ghosn
- Re: HSS Blind Bolting, Jnapd
- RE: Plan Check question, Caldwell, Stan
- Re: Plan Check question, Jnapd
- RE: ADA (was Re: Building Codes on-line), Schwan, Martin K.
- RE: SE Engineers, Bill Polhemus
- RE: ADA (Let's move onto something else soon), Bill Polhemus
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- Re: Plan Check question, Jnapd
- RE: ADA (was Re: Building Codes on-line), Regis King
- RE: Structural Observation, Peter Griem
- RE: HSS Blind Bolting, Eric Green
- RE: HSS Blind Bolting, Michael Bryson
- RE: ADA (was Re: Building Codes on-line), Roger Turk
- Re: Structural Observation, Nels Roselund, SE
- RE: Structural Bolt Torquing Question, Sprague, Harold O.
- Re: Steel truss in cantilever, Gary Hodgson & Associates
- RE: Flamecut Holes for Bolting, Bill Polhemus
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- Re: PE or SE in WA?, Jason Emoto
- Structural Design submission and checking, SAP
- RE: ADA (was something about building codes), Gerard Madden, PE
- Re: HSS Blind Bolting, Nels Roselund, SE
- Re: Structural Design submission and checking, Nels Roselund, SE
- RE: ADA (was Re: Building Codes on-line), Christopher Wright
- Light-Frame Wood Sub-Committee, Structuralist
- RE: Light-Frame Wood Sub-Committee, George Richards P.E.
- Re: ADA (was Re: Building Codes on-line), M. David Finley, P.E.
- Re: ADA (was Re: Building Codes on-line), Christopher Wright
- Re: ADA (was Re: Building Codes on-line), M. David Finley, P.E.
- RE: ADA (was something about building codes), Bill Polhemus
- RE: ADA (was Re: Building Codes on-line), Bill Polhemus
- Enough already, Steve Gordin
- Re: Structural Observation, sscholl2
- ADA (Almost done with this yet?), CarlS95
- Re: ASD load combinations in UBC '97, vol. II, Rick . Drake
- FW:, Vasu, Ravi
- Re: Flamecut Holes for Bolting, Davis Parsons
- RE: Flamecut Holes for Bolting, Eric Green
- RE: ADA (was Re: Building Codes on-line), Eric Green
- Re: ADA (Let's move onto something else soon), Davis Parsons
- Re: FW:, Rick . Drake
- RE: FW:, Timothy P. Spengler
- RE: ADA (was Re: Building Codes on-line), Christopher Wright
- RE: FW:, Dave Adams
- Re: ADA (Almost done with this yet?), Deneff, Christopher
- RE: Plan Check question, Sherman, William
- RE: FW:, Lutz, James
- RE: FW: (James), Dave Adams
- RE: ADA (Almost done with this yet?), Dennis Wish
- RE/ UBC Division V, Rick . Drake
- RE:Overstrength Factor, Rick . Drake
- Tensile capacity of threaded rods, utej
- Re: Tensile capacity of threaded rods, Rick . Drake
- RE: Tensile capacity of threaded rods, HEATH MITCHELL
- ADA (Almost done), CarlS95
- ADA (Almost almost done), CarlS95
- RE: Tensile capacity of threaded rods, utej
- RE: ADA (As a reasonable Plan Checker), Schwan, Martin K.
- Re: Enough already, G Vishwanath
- Seismic Question, Richard Mullen
- Change of occupancy - BOCA, jccpc
- Open Web Joists/Girders, THunt
- RE: Seismic Question, Jake Watson
- RE: Open Web Joists/Girders, Jake Watson
- FW: Bracing connection design forces, Vasu, Ravi
- Re: Seismic Question, Paul Feather
- RE: Tensile capacity of threaded rods, HEATH MITCHELL
- Re: FW: Bracing connection design forces, THunt
- RE: Open Web Joists/Girders, Brian K. Smith
- Re: Open Web Joists/Girders, Richard M. Beldyk, PE, CPEng, NSPE, CWEng, CPE
- RE: Open Web Joists/Girders, Michael Bryson
- Re: Open Web Joists/Girders, Ed . Haninger
- Steel Upset Rod, utej
- RE: Steel Upset Rod, Jim Kestner
- RE: Steel Upset Rod, HEATH MITCHELL
- RE: Steel Upset Rod, Christopher Wright
- Filling a pile with reinforced concrete, kamal aghbal
- RE: Steel Upset Rod, HEATH MITCHELL
- RE: Open Web Joists/Girders, THunt
- Tensile capacity of threaded rods for steel design and concrete anchorage, utej
- Re: Filling a pile with reinforced concrete, Daryl Richardson
- [Fwd: Filling a pile with reinforced concrete], Daryl Richardson
- end plate tension splice design example, Ken Peoples
- legal install software at home & work?, Haan Scott M DPW CIVIL ENGR(n)
- legal install software at home & work?, Haan Scott M DPW CIVIL ENGR(n)
- legal install software at home & work?, Haan Scott M DPW CIVIL ENGR(n)
- RE: legal install software at home & work?, Pat Symons
- A490 bolts, Javier Encinas
- RE: legal install software at home & work?, Ray Pixley
- RE: Seismic Question, Dennis Wish
- Re: legal install software at home & work?, Scott Maxwell
- Re: Change of occupancy - BOCA, Scott Maxwell
- Re: A490 bolts, Jim Getaz
- Re: FW: Bracing connection design forces, Rick . Drake
- Re: A490 bolts, THunt
- Re: Structural Observation, VerneK
- RE: FW: Bracing connection design forces, Vasu, Ravi
- Re: A490 bolts, Edwin Schmeckpeper
- AISC "A Series " Connections, Jans, Carson
- Re: A490 bolts, desi j kiss
- Re: A490 bolts, GSKWY
- Re: AISC "A Series " Connections, Eldon Strasheim
- Lumber grading, Puskas, David
- Re: A490 bolts, THunt
- RE: Lumber grading, Sprague, Harold O.
- Re: A490 bolts, David Sharp
- RE: Lumber grading, George Richards P.E.
- Re: A490 bolts, THunt
- Re: A490 bolts, Scott Maxwell
- RE: ADA (was Re: Building Codes on-line), Dennis Wish
- RE: ADA (was Re: Building Codes on-line), Bill Allen, S.E.
- RE: ADA (was Re: Building Codes on-line), Regis King
- RE: ADA (was Re: Building Codes on-line), Haan Scott M DPW CIVIL ENGR(n)
- RE: ADA (was Re: Building Codes on-line), Dennis Wish
- RE: ADA (was Re: Building Codes on-line), Dennis Wish
- Central Bearing Horizontal Rotating Method, Ozturk OZGUR
- Structural Engineering Position, Gary Harris
- RE: Structural Engineering Position, Stuart, Matthew
- RE: ADA (was RE: Building Codes on-line), Scott Maxwell
- software, william lee
- RE: ADA (was RE: Building Codes on-line), Bill Polhemus
- Re: software, Milton Veloz
- Re: software, Milton Veloz
- RE: Central Bearing Horizontal Rotating Method, Jim Kestner
- Unbonded Seismic Bracing, vicpeng
- RE: software, Sprague, Harold O.
- Re: Unbonded Seismic Bracing, Ed . Haninger
- Re: IBC "Oops" (Was Residential Design Discussion), EphHirsch
- RE: Unbonded Seismic Bracing, Zimonyi, Karl
- Re: IBC "Oops" (Was Residential Design Discussion), Neil Moore
- RE: ADA (was Re: Building Codes on-line), Bill Allen, S.E.
- Re: Unbonded Seismic Bracing, vicpeng
- RE: Unbonded Seismic Bracing, Jake Watson
- RE: Unbonded Seismic Bracing, Zimonyi, Karl
- Re: Unbonded Seismic Bracing, vicpeng
- Re: Unbonded Seismic Bracing, Chung-Soo Doo
- Re: ADA (was Re: Building Codes on-line), chuckuc
- RE: ADA (was RE: Building Codes on-line), Dennis Wish
- RE: ADA (was Re: Building Codes on-line), Dennis Wish
- RE: IBC "Oops" (Was Residential Design Discussion), Dennis Wish
- RE: ADA (was Re: Building Codes on-line), Dennis Wish
- Re: Structural Design submission and checking, SAP
- RE: ADA (was RE: Building Codes on-line), Haan Scott M DPW CIVIL ENGR(n)
- Re: software, Daryl Richardson
- RE: software, Ron Hill
- Enough, Steve Gordin
- Re: Structural Design submission and checking, John Diebold
- Re: IBC "Oops" (Was Residential Design Discussion), EphHirsch
- RE: Enough, Haan Scott M DPW CIVIL ENGR(n)
- Out of office, Schwan, Martin K.
- RE: IBC "Oops" (Was Residential Design Discussion), Dennis Wish
- Re: ADA (was Re: Building Codes on-line), Cratylus Consulting Group
- Defective Codes?, Cratylus Consulting Group
- Re: Structural Engineering Position, Cratylus Consulting Group
- Re: Structural Engineering Position, Gary Harris
- Bye Bye Dennis, Engenr
- RE: seaint Digest for 17 Oct 2002, Steve Kramer
- Re: Bye Bye Dennis, jccpc
- Re: Unbonded braces, mredling
- Re: Bye Bye Dennis, Daryl Richardson
- RE: IBC "Oops" (Was Residential Design Discussion), Randy Vogelgesang
- Re: Unbonded braces, vicpeng
- IBC "Oops" (Was Residential Design Discussion), David Merrick
- Politics and the List, Glenn Otto
- List Members, BCainse
- RE: List Members, Haan Scott M DPW CIVIL ENGR(n)
- Re: Politics and the List, Ray Pixley
- Re: Structural Design submission and checking, John Diebold
- Re: Structural Engineering Position, Cratylus Consulting Group
- RE: Unbonded Seismic Bracing, Michael Bryson
- Personal attacks, Gerard Madden, PE
- RE: Personal attacks, Hyndman, Keith
- Re: IBC "Oops" (Was Residential Design Discussion), chuckuc
- Re: List Members, Daryl Richardson
- Personal attacks, Glenn Otto
- RE: Personal attacks, Haan Scott M DPW CIVIL ENGR(n)
- Seismic loads on retaining walls, Will H
- RE: Personal attacks, Gerard Madden, PE
- Re: Seismic loads on retaining walls, David Topete
- RE: Seismic loads on retaining walls, Lutz, James
- Enough is Enough, G Vishwanath
- Re: Seismic loads on retaining walls, Will H
- Re: Seismic loads on retaining walls, j.n.sigalas
- Looking for work, Gary Harris
- Wood blocks, John Nader
- RE: seaint Digest for 17 Oct 2002, Gary Hodgson & Associates
- RE: Wood blocks, Jake Watson
- RE: Wood blocks, John Nader
- Re: Wood blocks, Daryl Richardson
- Re: Bye Bye Dennis, Markajohn
- Virii Galore, Bill Polhemus
- Re: List Members, Ray Shreenan
- RE: Seismic loads on retaining walls, Mark Gilligan
- Re: Seismic loads on retaining walls, desi j kiss
- Structural Engineering Jobs, Gary Harris
- Re: Structural Engineering Jobs, Christopher Wright
- Re: Plan Check question, ASQENGG2
- Re: FW:, ASQENGG2
- Re: RE/ UBC Division V, ASQENGG2
- Re: Seismic loads on retaining walls, Mark Gilligan
- Re: Structural Engineering Jobs, Gary Harris
- Re: Structural Engineering Jobs, vlad
- RE: Structural Engineering Jobs, Ron Hill
- Acrimony Love that word., Bob Ross
- structuralist.net, Christopher Wright
- Re: Acrimony Love that word., Jesse D. Moore
- Re: List Members, sscholl2
- Re: Structural Engineering Jobs, sscholl2
- Re: Structural Engineering Jobs, sscholl2
- RE: Wood blocks, Stuart, Matthew
- RE: Wood Blocks, Meyer, Jonathan
- RE: Seismic loads on retaining walls, Sprague, Harold O.
- RE: Structural Engineering Jobs, Glenn Otto
- Re: Unbonded braces, mredling
- Yet another email regarding the dreaded ADA, Gary Hodgson & Associates
- Re: Unbonded braces, vicpeng
- Masonry Shear walls, Terry Triest
- Its official MD Board of Engineers doesn't care, Peieng5590
- RE: Masonry Shear walls, Peter Griem
- Re: Its official MD Board of Engineers doesn't care, Samir Ghosn
- Re: Masonry Shear walls, Juan José Treff De la Mora
- Re: Masonry Shear walls, Paul Feather
- Beam vs "Slab band", John Diebold
- Colorado, David L. Fisher
- Re: Beam vs "Slab band", Paul Feather
- Int'l Conferences on Expansive Soils/ feed back reqd !!, syed faiz ahmad
- RE: Colorado, Stuart, Matthew
- RE: Its official MD Board of Engineers doesn't care, Yousefi, Ben
- Re: Its official MD Board of Engineers doesn't care, M. David Finley, P.E.
- Non-PE's Practicing Engineering, Does This Happen In Your State?, Eric Green
- RE: Masonry Shear walls, Terry Triest
- Cut & Replace Existing Slab on Grade, JEFF CORONADO
- Re: Unbonded Seismic Bracing, vicpeng
- Re: Beam vs "Slab band", John Diebold
- RE: Colorado, Djebli, Ahcene
- RE: Beam vs "Slab band", Michael Bryson
- Re: Masonry Shear walls, Scott Maxwell
- Re: Non-PE's Practicing Engineering, Does This Happen In Your State?, Scott Maxwell
- Re: Beam vs "Slab band", Scott Maxwell
- Re: Non-PE's Practicing Engineering, Does This Happen In Your State?, Peieng5590
- Moment Connections between WF's and pipe, Steve Kramer
- Re:Unbonded braces, mredling
- Stainless Steel Prop., npitera
- RE: Its official MD Board of Engineers doesn't care, Fred M. Turner
- Re: Masonry Shear walls, Allen Adams
- RE: Stainless Steel Prop., Al Greene
- RE: Masonry Shear walls, Stuart, Matthew
- Re: Stainless Steel Prop., Christopher Wright
- RE: Moment Connections between WF's and pipe, Sprague, Harold O.
- RE: Its official MD Board of Engineers doesn't care, Steve Widmayer
- RE: Masonry Shear walls - RAM Program, C Chen
- Re: Masonry Shear walls, james lane
- RE: Stainless Steel Prop., Glenn Otto
- SE Exam, Gerard Madden, PE
- Re: SE Exam, Byainc
- RE: SE Exam, Gerard Madden, PE
- Re: Masonry Shear walls, Paul Feather
- RE: SE Exam, Michael Bryson
- Re: SE Exam, Samir Ghosn
- RE: SE Exam, Samir Ghosn
- RE: SE Exam, Gerard Madden, PE
- Gusset to Brace Connection, Pinkham & Greer
- ASCE 7-98 Wind Pressure Questions, Dickey, David
- RE: Stainless Steel Prop., Christopher Wright
- Re: ASCE 7-98 Wind Pressure Questions, Tim Allison
- Re: Stainless Steel Prop., Rick . Drake
- Re: SE Exam, Jnapd
- RE: Seismic loads on retaining walls, Michael Bryson
- RE: ASCE 7-98 Wind Pressure Questions, Peter Griem
- RE: Unbonded braces, STAR Seismic
- Re: Seismic loads on retaining walls, Chung-Soo Doo
- Pedestrian Bridge Live Load, M. David Finley, P.E.
- Air Cargo Terminal, Mahmood Mufti
- RE: Pedestrian Bridge Live Load, Brent Koch
- Re: Pedestrian Bridge Live Load, M. David Finley, P.E.
- Flag Pole Footings., Timothy P. Spengler
- Concrete Special Moment Frame, Joseph Grill
- Re: Flag Pole Footings., Neil Moore
- RE: Flag Pole Footings., Timothy P. Spengler
- RE: Flag Pole Footings., Yousefi, Ben
- RE: Concrete Special Moment Frame, Paul Crocker
- Re: Concrete Special Moment Frame, Joseph Grill
- Re: Flag Pole Footings., EphHirsch
- Email address of F.H.CHEN/Expansive Soil Expert, syed faiz ahmad
- RE: Flag Pole Footings., Bill Allen, S.E.
- RE: Flag Pole Footings., John Diebold
- Re: Pedestrian Bridge Live Load, EphHirsch
- Re: Concrete Special Moment Frame, Samir Ghosn
- RE: Flag Pole Footings., John Diebold
- Ground Snow Loads, KEVIN THOMPSON
- Re: Ground Snow Loads, Joseph Grill
- RE: Ground Snow Loads, Bill Allen, S.E.
- RE: Email address of F.H.CHEN/Expansive Soil Expert, Djebli, Ahcene
- RE: Ground Snow Loads, Russ, John P
- RE: Ground Snow Loads, Barry H. Welliver
- Ground Snow Loads, Roger Turk
- Question on need to use "skip" live loads in 2-way slabs, Cliff Schwinger
- Re: Question on need to use "skip" live loads in 2-way slabs, Scott Maxwell
- Engineers versus detailers Part 1, G Vishwanath
- Engineers versus detailers Part 2, G Vishwanath
- RE: Email address of F.H.CHEN/Expansive Soil Expert, syed faiz ahmad
- Re: Question on need to use "skip" live loads in 2-way slabs, Tim Allison
- Re: Engineers versus detailers Part 1, Keith Fix
- viaducts, Puebla Raul
- RE: Engineers versus detailers Part 2, Jake Watson
- Re: Question on need to use "skip" live loads in 2-way slabs, GSKWY
- Re: viaducts photos, Richard M. Beldyk, PE, CPEng, NSPE, CWEng, CPE
- Steel beam grade?, Mike Perakis
- Re: Pedestrian Bridge Live Load, Oliver Mueller
- Re: Air Cargo Terminal, Ed . Haninger
- [no subject], vicpeng
- Re: Steel beam grade?, Paul Feather
- Re:, Neil Moore
- Allowable Deflection, David Topete
- Re: Engineers versus detailers Part 1, Paul Feather
- RE:, George Richards P.E.
- RE: Allowable Deflection, Yousefi, Ben
- RE:, Eric Green
- Re:, MJSLAYSMAN
- Re: Question on need to use "skip" live loads in 2-way slabs, james lane
- Re: Ground Snow Loads, Daryl Richardson
- RE: Allowable Deflection, Sprague, Harold O.
- RE: Ground Snow Loads, Sprague, Harold O.
- Duplicate Contracts, richard lewis
- RE: SE Exam, Gerard Madden, PE
- RE: SE Exam, THunt
- RE: Question on need to use "skip" live loads in 2-way slabs, Paul Crocker
- Re:, Joseph Grill
- Re:, Daryl Richardson
- RE: Allowable Deflection, Chan, David
- RE:, Tom Skaggs
- Re: Engineers versus detailers Part 1, EphHirsch
- RE: Allowable Deflection, David Topete
- RE:, Roger Turk
- RE: Question on need to use "skip" live loads in 2-way slabs, Cliff Schwinger
- Re: Cross-grain Tension, vicpeng
- Re: Engineers versus detailers, Paul Ransom
- Concrete-filled steel pipe beam-column flexural strength, Dave Evans
- Re: Cross-grain Tension, vicpeng
- Columns and pedestals, Javier Encinas
- RE: Question on need to use "skip" live loads in 2-way slabs, Michael Bryson
- Re: Concrete-filled steel pipe beam-column flexural strength, james lane
- Re: Air Cargo Terminal, Rlfong
- Re: Duplicate Contracts, M. David Finley, P.E.
- Re: Seminar: Poria Incrassata - The Wood-Eating Fungus on Steroids, SCHFUN
- viaducts2, Puebla Raul
- Re:, Daryl Richardson
- Re: Cross-grain Tension, Daryl Richardson
- Re: Ground Snow Loads, Daryl Richardson
- viaducts2, Roger Turk
- Re: Duplicate Contracts, ARW
- Re: Cross-grain Tension, Roger Turk
- REMOVE, Blstn
- Re: viaducts2, GSKWY
- Design of Anchorage to Concrete, VerneK
- Re: Concrete-filled steel pipe beam-column flexural strength, Dave Evans
- Re: REMOVE, David Topete
- seismic bracing, Lee.Cote
- Re: Concrete-filled steel pipe beam-column flexural strength, james lane
- RE: Design of Anchorage to Concrete, Bill Polhemus
- Backer bar removal, chuckuc
- Re: Design of Anchorage to Concrete, VerneK
- AASHTO concrete-filled steel pipe beam-column flexural strength, Dave Evans
- RE: Design of Anchorage to Concrete, Bill Polhemus
- Re: viaducts2, Roger Turk
- Re: Design of Anchorage to Concrete, chuckuc
- Q-deck info needed, Ken Peoples
- RE: Design of Anchorage to Concrete, Ed . Haninger
- Re: Design of Anchorage to Concrete, Scott Soule
- Question on need to use "skip" live loads in 2-way slabs, Michael L. Hemstad
- Seminars for CA Codes Effective 11/1, Becker, Rick
- Re: Flag Pole Footings., Ray Shreenan
- Re: Duplicate Contracts, JEFF CORONADO
- RE: Q-deck info needed, Mitchell J. Sklar
- Re: Q-deck info needed, EphHirsch
- Re: Q-deck info needed, EphHirsch
- RE: Allowable Deflection, Julian Chu
- Re: Design of Anchorage to Concrete, Chung-Soo Doo
- Re: Design of Anchorage to Concrete, VerneK
- Re: Cross-grain Tension, vicpeng
- Re: Cross-grain Tension, vicpeng
- Re: Design of Anchorage to Concrete, chuckuc
- Spreadsheet on WEB to calculate S, I etc., Tahir Qureshi, PE
- Re:Spreadsheet on WEB to calculate S, I etc., enjuneer
- Design softwares, kamal aghbal
- ETABS 8 load combinations, marfra
- OMRF- IBC2000 vs UBC1997, marfra
- RE: OMRF- IBC2000 vs UBC1997, Jake Watson
- Re: Spreadsheet on WEB to calculate S, I etc., Ken Peoples
- Re: Spreadsheet on WEB to calculate S, I etc., Tahir Qureshi, PE
- request for literature/info, james mifsud
- RE: SE Exam, Gerard Madden, PE
- Re: Steel beam grade?, Scott Maxwell
- single plate shear connection edge distances, Ken Peoples
- RE: SE Exam, Samir Ghosn
- RE: single plate shear connection edge distances, Gerard Madden, PE
- RE: SE Exam, Gerard Madden, PE
- RE: single plate shear connection edge distances, Roger Davis
- Re: SE Exam, Jnapd
- RE: Acrimony Love that word., Haan Scott M DPW CIVIL ENGR(n)
- RE: SE Exam, Gerard Madden, PE
- Re: Design of Anchorage to Concrete, Scott Soule
- RE: Yet another email regarding the dreaded ADA, Haan Scott M DPW CIVIL ENGR(n)
- Re: Design of Anchorage to Concrete, Scott Soule
- AASHTO concrete-filled steel pipe beam-column flexural strength, Michael L. Hemstad
- Connections of Tension and Compression Members in Trusses, Ken Peoples
- Re: Design of Anchorage to Concrete, chuckuc
- Re: Design of Anchorage to Concrete, chuckuc
- Re: SE Exam, Jnapd
- Monolithic Concrete Pouring, Dennis Del Villar
- Re: Monolithic Concrete Pouring, Cratylus Consulting Group
- flexible diaphragm question, The Buckinghams
- RE: Question on need to use "skip" live loads in 2-way slabs, Cliff Schwinger
- General Building Code Question, Cliff Schwinger
- Re: Connections of Tension and Compression Members in Trusses, Scott Maxwell
- Re: General Building Code Question, Scott Maxwell
- Baseplate Anchorage, M. David Finley, P.E.
- Re: Baseplate Anchorage, Chung-Soo Doo
- Baseplate Anchorage, Roger Turk
- RE: General Building Code Question, Yousefi, Ben
- CMU Wall question, Tom Bodkin
- Re: Monolithic Concrete Pouring, THunt
- Re: General Building Code Question, GSKWY
- Re: General Building Code Question, Paul Feather
- Re: Baseplate Anchorage, M. David Finley, P.E.
- RE: Steel Tips and Deep Columns for SMRF, Carter, Charlie
- Re: Monolithic Concrete Pouring, Daryl Richardson
- Re: Baseplate Anchorage, Tripp Howard
- Re: General Building Code Question, Roger Turk
- Re: General Building Code Question, THunt
- Re: Baseplate Anchorage, Scott Maxwell
- RE: Steel Tips and Deep Columns for SMRF, John Diebold
- RE: Steel Tips and Deep Columns for SMRF, Gerard Madden, PE
- RE: Steel Tips and Deep Columns for SMRF, Yousefi, Ben
- Re: Monolithic Concrete Pouring, james lane
- Re: CMU Wall question, Scott Maxwell
- RE: Steel Tips and Deep Columns for SMRF, Carter, Charlie
- RE: General Building Code Question, Bill Polhemus
- SE Exam - Preparation, Hari A
- Re: SE Exam - Preparation, C Chan
- Steel Deck Manufature in Texas or Kansas, Ed Latthitham
- UBC 1633.2.5 clarification, Pat Clark
- Re: Steel Deck Manufature in Texas or Kansas, Davis Parsons
- Re: Baseplate Anchorage, Roger Turk
- Re: SE Exam - Preparation, Jnapd
- Heliport Safety Net, Paul Feather
- RE: General Building Code Question, Jake Watson
- RE: SE Exam - Preparation, Greg Meyer
- Swimming Pool job, RainCat1
- RE: Steel Tips and Deep Columns for SMRF, G Manandhar
- Re: Wood Truss on Metal Studs, MBREngineering
- RE: General Building Code Question, Scott Maxwell
- Re: Baseplate Anchorage, M. David Finley, P.E.
- ASTM Question, GSKWY
- Pipe PIPD50, Milton Veloz
- Re: ASTM Question, Tim Allison
- Re: ASTM Question, GSKWY
- Re: SE Exam - Preparation, Alden Manipula, E.I.T.
- ASTM Question, Roger Turk
- ASTM Classifications, GSKWY
- Through deck welding, Vijay K. Patil
- Re: Heliport Safety Net, THunt
- Camber in Long Span Joists, Randy Diviney
- RE: General Building Code Question, Jake Watson
- RE: UBC 1633.2.5 clarification, Haan Scott M DPW CIVIL ENGR(n)
- RE: Heliport Safety Net, nblackburn
- Printing General Notes to a Plotter, Thor Matteson at RSE
- Masonry Grout Admixture, Brent Koch
- RE: Camber in Long Span Joists, Roger Davis
- Re: Printing General Notes to a Plotter, Milton Veloz
- FW: General Building Code Question, AWCInfo
- RE: Baseplate Anchorage, Lee, Calvin
- Re: Printing General Notes to a Plotter, M. David Finley, P.E.
- Re: Swimming Pool job, Jnapd
- Re: Printing General Notes to a Plotter, Richard Fennell
- Re: Heliport Safety Net, Mitchell J Sklar
- RE: Printing General Notes to a Plotter, Peter Griem
- Re: FW: General Building Code Question, Scott Maxwell
- General Building Code Question, Michael L. Hemstad
- Re: General Building Code Question, Scott Maxwell
- RE: Printing General Notes to a Plotter, C Chan
- RE: Printing General Notes to a Plotter, Dave Nuttall
- CAD Viewer, GSKWY
- Re: UBC 1633.2.5 clarification, Pat Clark
- Re: Plotting General Notes, C Chan
- RE: CAD Viewer, Bill Polhemus
- RE: CAD Viewer, Michael Bryson
- Re: Plotting General Notes, Thor Matteson at RSE
- Re: UBC 1633.2.5 clarification, THunt
- Need Work, Joseph Grill
- Re: CAD Viewer, GSKWY
- Re: Printing General Notes to a Plotter, Scott Maxwell
- RE: UBC 1633.2.5 clarification, Haan Scott M DPW CIVIL ENGR(n)
- Re: Printing General Notes to a Plotter, richard lewis
- Re: Steel Deck Manufature in Texas or Kansas, Keith Fix
- Plotting General Notes, Roger Turk
- Re: UBC 1633.2.5 clarification, David Merrick
- Re: Printing General Notes to a Plotter, Markajohn
- RE: UBC 1633.2.5 clarification, Markajohn
- RE: Plotting General Notes, Bill Allen
- RE: Masonry Grout Admixture, Sprague, Harold O.
- Re: Printing General Notes to a Plotter, Joseph Grill
- RE: UBC 1633.2.5 clarification, Haan Scott M DPW CIVIL ENGR(n)
- RE: CAD Viewer, Sherman, William
- concrete column tie configuration, Ken Peoples
- RE: Printing General Notes to a Plotter, Medford Fabrication
- Re: Printing General Notes to a Plotter, vicpeng
- RE: Baseplate Anchorage, Roger Turk
- large diameter pipe splice design, Ken Peoples
- ACI or CRSI question-answer center, Ken Peoples
- Plotting General Notes, Thor Matteson at RSE
- Re: Plotting General Notes, C Chan
- Re: Plotting General Notes, C Chan
- Re: ACI or CRSI question-answer center, Alden Manipula, E.I.T.
- C Chan--Re: Plotting General Notes, Thor Matteson at RSE
- RE: ACI or CRSI question-answer center, Roger Davis
- RE: Plotting General Notes, Peter James
- Re: ACI or CRSI question-answer center, Scott Maxwell
- Re: ACI or CRSI question-answer center, Ken Peoples
- Re: ACI or CRSI question-answer center, Scott Maxwell
- How Strong is A7 Structural Steel?, Tom Bodkin
- RE: large diameter pipe splice design, Robert M. Hanson
- UBC 1997 - Rebar development length & Splice length, Vasu, Ravi
- Re: UBC 1997 - Rebar development length & Splice length, C Chan
- Re: How Strong is A7 Structural Steel?, Scott Maxwell
- RE: ACI or CRSI question-answer center, Scott Maxwell
- 3x single studs @ abutting panels, Nick Bingham
- steel gusset-to-brace connection...ignore beam end moments, Dave Evans
- Re: 3x single studs @ abutting panels, C Chan
- RE: 3x single studs @ abutting panels, Jake Watson
- Re: UBC 1997 - Rebar development length & Splice length, C Chan
- Canadian steel code, Dave Evans
- Re: 3x single studs @ abutting panels, Drew Morris
- Re: 3x single studs @ abutting panels, Thor Matteson at RSE
- Re: 3x single studs @ abutting panels, Nels Roselund, SE
- RE: CAD Viewer, Lutz, James
- Re: 3x single studs @ abutting panels, Jnapd
- RE: Masonry Grout Admixture, Brent Koch
- UBC 1633.2.4, Peter Griem
- RE: 3x single studs @ abutting panels, Haan Scott M DPW CIVIL ENGR(n)
- Re: 3x single studs @ abutting panels, Pat Clark
- Re: large diameter pipe splice design, Nels Roselund, SE
- Re: How Strong is A7 Structural Steel?, EphHirsch
- Re: UBC 1633.2.4, Scott Maxwell
- How Strong is A7 Structural Steel?, Roger Turk
- RE: 3x single studs @ abutting panels, Maze, Scott
- Looking for Experts on Rock Chute Design and Construction, Lao, Larry
- RE: end plate tension splice design example, Carter, Charlie
- Re: Plotting General Notes, Joseph Grill
- Re: Baseplate Anchorage, Jnapd
- Post-tensioning, GSKWY
- Re: ACI or CRSI question-answer center, JEFF CORONADO
- Re: How Strong is A7 Structural Steel?, Christopher Wright
- Milton V.--re Plotting General Notes, Thor Matteson at RSE
- Milton V.--re Plotting General Notes, Roger Turk
- RE: A490 bolts, Carter, Charlie
- Re: Canadian steel code, Daryl Richardson
- Drilled Pier Spacing, richard lewis
- RE: UBC 1633.2.4, Scott Maxwell
- RE: ASCE 7-98 Wind Pressure Questions, Carter, Charlie
- RE: single plate shear connection edge distances, Carter, Charlie
- RE: Connections of Tension and Compression Members in Trusses, Carter, Charlie
- RE: large diameter pipe splice design, Carter, Charlie
- Comparison of the behavior of a conventional steel system with a more contemporary composite system including the use of "super columns", Alex Candelaria
- RE: ACI or CRSI question-answer center, Roger Davis
- Welding of Crane Runways, Gary Hodgson & Associates
- Re: Comparison of the behavior of a conventional steel system with a more contemporary composite system including the use of "super columns", THunt
- Re: Welding of Crane Runways, Christopher Wright
- Moment coefficient - concentrated and line loads, nattamai mohanram
- Re: Welding of Crane Runways, Daryl Richardson
- RE: Drilled Pier Spacing, Adair, Joel
- RE: Drilled Pier Spacing, Djebli, Ahcene
- Re: Comparison of the behavior of a conventional steel system with a more contemporary composite system including the use of "s, Dave Evans
- Timber Bridge Details, M. David Finley, P.E.
- Re: Timber Bridge Details, Laura Watson
- RE: ACI or CRSI question-answer center, Jay Shilstone
- UBC (1997), sections 1912.2 & 1921.5.4 for rebar development lengths, Vasu, Ravi
- Re: UBC (1997), sections 1912.2 & 1921.5.4 for rebar development lengths, Samir Ghosn
- RE: ACI or CRSI question-answer center, Scott Maxwell
- Re: Timber Bridge Details, Tripp Howard
- ASTM A510, Jake Watson
- RE: ACI or CRSI question-answer center, Roger Davis
- Re: sand layer under slabs - was ACI or CRSI question-answer center, Ken Peoples
- RE: ACI or CRSI question-answer center, Scott Maxwell
- Re: sand layer under slabs - was ACI or CRSI question-answer center, Scott Maxwell
- RE: Drilled Pier Spacing, Brian K. Smith
- RE: ASCE 7-98 Wind Pressure Questions, Carter, Charlie
- RE: sand layer under slabs - was ACI or CRSI question-answer center, Brian Spencer
- Slab Vapor Retarder (was: ACI or CRSI question-answer center), Jay Shilstone
- RE: ASCE 7-98 Wind Pressure Questions, Jake Watson
- RE: sand layer under slabs - was ACI or CRSI question-answer center, THunt
- RE: sand layer under slabs - was ACI or CRSI question-answer center, Scott Maxwell
- Welding of Crane Runways, Daryl Richardson
- RE: Welding of Crane Runways, Carter, Charlie
- UBC 97 Anchorage to Concrete, Chan, David
- RE: UBC 97 Anchorage to Concrete, Russ, John P
- RE: UBC 97 Anchorage to Concrete, Gerard Madden, PE
- RE: UBC 97 Anchorage to Concrete, C Chan
- RE: UBC 97 Anchorage to Concrete, C Chan
- RE: UBC 97 Anchorage to Concrete, Chan, David
- RE: UBC 97 Anchorage to Concrete, Jake Watson
- RE: Timber Bridge Details, Bachman, Patrick M.
- stability checks UBC 1997, Strueng86
- Re: UBC 97 Anchorage to Concrete, Javier Encinas
- Re: UBC 97 Anchorage to Concrete, Gary Hodgson & Associates
- Re: UBC 97 Anchorage to Concrete, Scott Maxwell
- Resonance, RainCat1
- Re: Resonance, desi j kiss
- Re: stability checks UBC 1997, THunt
- frame drift, PFFEI
- RE: frame drift, Gerard Madden, PE
- Re: Resonance, Daryl Richardson
- RE: Resonance, Bülent Deveci
- Re: Resonance, Christopher Wright
- Re: Resonance reply to ChrisW, RainCat1
- Re: Resonance reply to ChrisW, Christopher Wright
- PE Exams in CA, Gerard Madden, PE
- Re: PE Exams in CA, C Chan
- Air entrainment vs hardener, Sherman, William
- RE: Air entrainment vs hardener, Brian K. Smith
- Re: Air entrainment vs hardener, Daryl Richardson
- Re: Air entrainment vs hardener, Paul Feather
- Re: Air entrainment vs hardener, GSKWY
- RE: Air entrainment vs hardener, Sprague, Harold O.
- Re: Air entrainment vs hardener, Daryl Richardson
- Lateral Analysis Software for Wood Structures?, Bill Allen
- anchor bolts in concrete, PFFEI
- Re: anchor bolts in concrete, THunt
- Pedestrian Bridge Railing, M. David Finley, P.E.
- Scanning for reinforcing, Wayne E. Beckingham
- Re: Scanning for reinforcing, vicpeng
- Re: Scanning for reinforcing, GSKWY
- software requirements, G. Bunkers
- uivalent on a number of occasions., Christopher Wright
- Re: Scanning for reinforcing, THunt
- RE: Pedestrian Bridge Railing, Brent Koch
- ACI & PCA Embedded Anchor Design, richard lewis
- RE: ACI & PCA Embedded Anchor Design, Gerard Madden, PE
- UPLIFT, John Nader
- RE: UPLIFT, Simon Solorio
- ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Design for Shear), Bill Polhemus
- Re: ACI & PCA Embedded Anchor Design, Scott Maxwell
- Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Design for Shear), Scott Maxwell
- Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., GSKWY
- Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., GSKWY
- Slide bearings, Ron Roman
- Re: PE Exams in CA, MBREngineering
- anchor bolts, PFFEI
- Questions About the Events of September 11th (off topic), Min Young Park
- RE: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., Bill Polhemus
- RE: Questions About the Events of September 11th (off topic), Carter, Charlie
- RE: anchor bolts, Jake Watson
- Re: Questions About the Events of September 11th (off topic), Rbengrguy
- Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., GSKWY
- Brick Shelf Angles, Mike Zaitz
- RE: anchor bolts, Scott Maxwell
- RE: Brick Shelf Angles, Greg Meyer
- re: Lateral Analysis Software for Wood Structures?, David Merrick
- Re: Questions About the Events of September 11th (off topic), Christopher Wright
- Re: ACI 318 11.4.2.2 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des..., GSKWY
- RE: anchor bolts, Peter Griem
- Floor grating, Ashok Dani
- Rigid End Zones, Peter Griem
- Re: Lateral Analysis Software for Wood Structures?, Ray Shreenan
- Re: Rigid End Zones, Scott Maxwell
- RE: Rigid End Zones, Greg Meyer
- Re: Questions About the Events of September 11th (off topic), richard lewis
- RE: Questions About the Events of September 11th (off topic), Effland, Greg
- Re: Roof Equipment, JEFF CORONADO
- Shear Walls extending to Basement Level, Jim Kestner
- RE: UPLIFT, Brian K. Smith
- RE: Shear Walls extending to Basement Level, Michael Bryson
- Re: A490 bolts, David Sharp
- Re: Questions About the Events of September 11th (off topic), Min Young Park
- 2001 CBC, Ed Najjarine
- RE: Questions About the Events of September 11th (off topic), Gerard Madden, PE
- Post-Installed Anchors, Roger Turk
- Re: Questions About the Events of September 11th (off topic), Scott Maxwell
- Re: Shear Walls extending to Basement Level, Scott Maxwell
- Re: Questions About the Events of September 11th (off topic), Davis Parsons
- RE: Questions About the Events of September 11th (off topic), Tom Skaggs
- RE: Questions About the Events of September 11th (off topic), Carter, Charlie
- RE: 2001 CBC, Steve Widmayer
- 2x flat blocking in wood shearwalls, Charles Voelker
- RE: Questions About the Events of September 11th (off topic), Carter, Charlie
- Re: Shear Walls extending to Basement Level, james lane
- RE: Questions About the Events of September 11th (off topic), Gerard Madden, PE
- RE: Shear Walls extending to Basement Level, Jim Kestner
- Re: Questions About the Events of September 11th (off topic), David Sharp
- RE: Shear Walls extending to Basement Level, Jim Kestner
- RE: Questions About the Events of September 11th (off topic), Sprague, Harold O.
- RE: Shear Walls extending to Basement Level, Scott Maxwell
- Re: Post-Installed Anchors, COEngineer
- Re: 2001 CBC, THunt
- RE: Shear Walls extending to Basement Level, Jake Watson
- RE: 2001 CBC, Ed Najjarine
- RE: 2x flat blocking in wood shearwalls, Jake Watson
- RE: Shear Walls extending to Basement Level, Panos Trochalakis
- Re: Shear Walls extending to Basement Level, GSKWY
- RE: Shear Walls extending to Basement Level, Jake Watson
- Steel Seismic Design, Jake Watson
- Re: Steel Seismic Design, Simon
- PE Exams in CA, CarlS95
- RE: PE Exams in CA, Gerard Madden, PE
- RE: PE Exams in CA, Scott Maxwell
- Re: Steel Seismic Design, Scott Maxwell
- RE: Steel Seismic Design, Carter, Charlie
- RE: anchor bolts, Carter, Charlie
- RE: Steel Seismic Design, Scott Maxwell
- Re: Scanning for reinforcing, Abe Knapp
- RE: Steel Seismic Design, Jake Watson
- Practicing Engineering in NY, Ken Peoples
- General Structural Notes, Lutz, James
- RE: 2x flat blocking in wood shearwalls, Haan Scott M DPW CIVIL ENGR(n)
- RE: Lateral Analysis Software for Wood Structures?, Haan Scott M DPW CIVIL ENGR(n)
- Re: Steel Seismic Design, Byainc
- RE: 2x flat blocking in wood shear walls, Barry H. Welliver
- RE: General Structural Notes, Jim Kestner
- Re: Questions about the Events of September 11 (off topic), Casano, Karen
- RE: General Structural Notes, Robert M. Hanson
- RE: Questions about the Events of September 11 (off topic), Sprague, Harold O.
- RE: Stainless Steel Nuts, Sprague, Harold O.
- RE: General Structural Notes, Barry H. Welliver
- Re: General Structural Notes, GSKWY
- RE: Steel Seismic Design, Gerard Madden, PE
- RE: General Structural Notes, George Richards P.E.
- Re: General Structural Notes, jccpc
- Re: Questions About the Events of September 11th (off topic), sscholl2
- Re: General Structural Notes, sscholl2
- RE: Brick Shelf Angles, Carter, Charlie
- Re: Lateral Analysis Software for Wood Structures?, EphHirsch
- UBC R factor for braced frames, Ed Tornberg
- RE: Shear Walls extending to Basement Level, james lane
- Re: General Structural Notes, Joseph Grill
- Re: Stainless Steel Nuts, Christopher Wright
- RE: General Structural Notes, Yousefi, Ben
- RE: General Structural Notes, Russ, John P
- Stainless Steel Nuts, Nels Roselund, SE
- RE: Questions About the Events of September 11th (off topic), Carter, Charlie
- RE: General Structural Notes, Mark Gilligan
- Re: General Structural Notes, GSKWY
- excel question - off topic, Ken Peoples
- RE: General Structural Notes, Sherman, William
- RE: excel question - off topic, Jeremy Kuhn
- April PE Exams in CA, CarlS95
- RE: Stainless Steel Nuts, John Baranowsky
- RE: Floor grating, nblackburn
- Re: Stainless Steel Nuts, Nels Roselund, SE
- RE: excel question - off topic, Trent Nagele
- RE: Lateral Analysis Software for Wood Structures?, Haan Scott M DPW CIVIL ENGR(n)
- RE: Stainless Steel Nuts, nblackburn
- RE: General Structural Notes, Peter James
- RE: UBC R factor for braced frames, Yousefi, Ben
- RE: Stainless Steel Nuts, Sprague, Harold O.
- RE: General Structural Notes, Yousefi, Ben
- RE: UBC R factor for braced frames, George Richards P.E.
- RE: excel question - off topic, Jeremy Kuhn
- Friction resistance of drilled piers & UBC Table 18-I-A, C Chan
- General Structural Notes, Michael L. Hemstad
- Re: seaint Digest for 12 Nov 2002, David Merrick
- RE: seaint Digest for 12 Nov 2002, Gerard Madden, PE
- Smooth floor plate, Rick Burch
- Re: Friction resistance of drilled piers & UBC Table 18-I-A, Samir Ghosn
- Epoxy Floors over Precast, Jim Kestner
- Re: Friction resistance of drilled piers & UBC Table 18-I-A, BCainse
- RE: seaint Digest for 12 Nov 2002, sacharya
- RE: Friction resistance of drilled piers & UBC Table 18-I-A, raul labbe
- RV: AREMA 2000, raul labbe
- Sliding, RDAHLMANN
- Re: Sliding, VerneK
- Re: Stainless Steel Nuts, David Sharp
- RE: Smooth floor plate, Tom Bodkin
- Questions re Load Test Procedures, Bill Polhemus
- Priestley's paper (was seaint Digest for 12 Nov 2002), Tom Skaggs
- Re: Priestley's paper (was seaint Digest for 12 Nov 2002), vicpeng
- RE: Priestley's paper (was seaint Digest for 12 Nov 2002), Jake Watson
- Re: Stainless Steel Nuts, Christopher Wright
- Opinion on Terminology, GSKWY
- RE: Priestley's paper (was seaint Digest for 12 Nov 2002), sacharya
- RE: Opinion on Terminology, Gerard Madden, PE
- Re: Opinion on Terminology, Nels Roselund, SE
- RE: Opinion on Terminology, Peter James
- RE: Opinion on Terminology, Mark Geoghegan
- RE: Priestley's paper (was seaint Digest for 12 Nov 2002), Haan Scott M DPW CIVIL ENGR(n)
- RE: Sliding, Haan Scott M DPW CIVIL ENGR(n)
- RE: Priestley's paper (was seaint Digest for 12 Nov 2002), Neil Moore
- Re: Sliding - Friction & passive resistance, C Chan
- UBC 1633 - Detailed Systems Design Requirements, Peter Griem
- Re:Unusual Code requirements, sscholl2
- Shear Friction, M. David Finley, P.E.
- Re: Re:Unusual Code requirements, vlad
- RE: Sliding, Paul Crocker
- RE: Sliding - Friction & passive resistance, Haan Scott M DPW CIVIL ENGR(n)
- RE: Sliding - Friction & passive resistance, Samir Ghosn
- RE: Sliding, Haan Scott M DPW CIVIL ENGR(n)
- FEMA-350 2.9.1 Strong-column, Weak-beam Condytion Analysis, Angel Gomez
- RE: Sliding - Friction & passive resistance, C Chan
- A new angle on "Sliding", Yousefi, Ben
- Bridge replacement and rehabilitation, kamal aghbal
- RE: A new angle on "Sliding", C Chan
- RE: Sliding - Friction & passive resistance, Haan Scott M DPW CIVIL ENGR(n)
- RE: A new angle on "Sliding", Haan Scott M DPW CIVIL ENGR(n)
- Re: UBC 1633 - Detailed Systems Design Requirements, Paul Feather
- RE: A new angle on "Sliding" - unanchored tanks, Sherman, William
- RE: Sliding - Friction & passive resistance, Sherman, William
- RE: A new angle on "Sliding", Dave Adams
- Re: A new angle on "Sliding", Ray Shreenan
- RE: Shear Friction, Sherman, William
- Re: A new angle on "Sliding" - Tanks, Aswin Rangaswamy
- Re: slab-on-grade question, CLaines
- Drainage system in chemical industries, Ashok Dani
- RE: Shear Friction, Jim Getaz
- Re:Unusual Code requirements, Deneff, Christopher
- RE: A new angle on "Sliding", Peter James
- RE: Shear Friction, Jake Watson
- RE: Sliding - Friction & passive resistance, Sherman, William
- smooth floor plate, Bibbs, David
- RE: Shear Friction, Jake Watson
- RE: Sliding, Mark Gilligan
- RE: Sliding (Mark), Dave Adams
- RE: Sliding - Friction & passive resistance, Haan Scott M DPW CIVIL ENGR(n)
- RE: Sliding - Friction & passive resistance, Paul Crocker
- Bearing on Tube Steel, Aaron Moore
- Re: Sliding, Daryl Richardson
- RE: A new angle on "Sliding", Lutz, James
- Re: General Structural Notes, GSKWY
- Steel Ladders, Ray Shreenan
- RE: Sliding, BCainse
- Re: A new angle on "Sliding" - Tanks, Himat Solanki
- RE: Steel Ladders, Armijo, John J (PWCSD 410)
- RE: Steel Ladders, Adair, Joel
- Re: Steel Ladders, james lane
- Re: Steel Ladders, Himat Solanki
- RE: Steel Ladders, Lutz, James
- RE: Sliding - Friction & passive resistance, C Chan
- Ladders, Ray Shreenan
- Re: Bearing on Tube Steel, C Chan
- Re: Steel Ladders, Ken Peoples
- Re: A new angle on "Sliding", Daryl Richardson
- RE: Steel Ladders, Schwan, Martin K.
- Standard Gages, Lutz, James
- Re: Steel Ladders, Christopher Wright
- Factory Mutual - open web Joist spacing, John Nader
- Re: A new angle on "Sliding", BCainse
- RE: Sliding, Paul Crocker
- Re: Bearing on Tube Steel, Nels Roselund, SE
- Re: A new angle on "Sliding" - unanchored tanks, Richard L. Hess
- Re: Factory Mutual - open web Joist spacing, Rick Burch
- RE: Epoxy Floors over Precast, Sherman, William
- RE: Floor grating, Sherman, William
- Clip angle connection to concrete, Sherman, William
- Re: Factory Mutual - open web Joist spacing, Mlcse
- Re: Factory Mutual - open web Joist spacing, Drew Morris
- Hospital Kitchens, Geryes Awwad
- Re: Standard Gages, Christopher Wright
- MICROSTATION Dwg Converted into AUTOCAD Dwg, Tahir Qureshi, PE
- Re: LFRS analysis programs, chuckuc
- Re: Clip angle connection to concrete, Gary Hodgson & Associates
- Re: Standard Gages, Paul Ransom
- RE: Clip angle connection to concrete, Carter, Charlie
- Carriage Bolts, M. David Finley, P.E.
- RE: Hospital Kitchens, Bill Polhemus
- RE: Hospital Kitchens, Neil Moore
- Re: slab-on-grade question, John Nader
- Re: Floor grating, Ken Peoples
- Re: A new angle on "Sliding", CarlS95
- Re: Clip angle connection to concrete, Nacionales Alex
- Re: Hospital Kitchens, Cratylus Consulting Group
- Re: Hospital Kitchens, Cratylus Consulting Group
- To Carl Sramek: Re: A new angle on "Sliding", Ken Peoples
- FORTRAN, Helen
- Re: FORTRAN, Bogdan Dumitrascu
- RE: Shear Friction, Jim Getaz
- Re: Carriage Bolts, David Sharp
- Have you heard of watering your foundation?, Trobridge, Bruce
- Re: Have you heard of watering your foundation?, GSKWY
- RE: Have you heard of watering your foundation?, George
- PTI Design Method, was RE: Have you heard of watering your foundation?, Eric Green
- Re: Have you heard of watering your foundation?, GSKWY
- RE: Have you heard of watering your foundation?, Brian K. Smith
- RE: Have you heard of watering your foundation?, Greg Meyer
- Re: Have you heard of watering your foundation?, Davis Parsons
- RE: Have you heard of watering your foundation?, Paul Crocker
- Re: Have you heard of watering your foundation?, Jay Shilstone
- RE: Hospital Kitchens, Schwan, Martin K.
- Re: Have you heard of watering your foundation?, M. David Finley, P.E.
- RE: Hospital Kitchens, Trobridge, Bruce
- RE: Hospital Kitchens, Bill Polhemus
- RE: Have you heard of watering your foundation?, Eric Green
- RE: Have you heard of watering your foundation?, Caldwell, Stan
- RE: Have you heard of watering your foundation?, Eric Green
- RE: Have you heard of watering your foundation?, Greg Meyer
- Re: To Carl Sramek: Re: A new angle on "Sliding", CarlS95
- Re: Hospital Kitchens, Daryl Richardson
- Openings in Existing Masonry, Paul Feather
- RE: Have you heard of watering your foundation?, Glenn Otto
- Re: Have you heard of watering your foundation?, syed faiz ahmad
- RE: FORTRAN, Tom Skaggs
- RE: Have you heard of watering your foundation?, Eric Green
- Re: Have you heard of watering your foundation?, Neil Moore
- Re: Have you heard of watering your foundation?, John Schenne
- Re: LFRS analysis programs, G Manandhar
- PTI Design Method for Slabs on Ground, GSKWY
- gratings, G Vishwanath
- RE: Openings in Existing Masonry, Schwan, Martin K.
- Re: Have you heard of watering your foundation?, sscholl2
- Slab bands, GSKWY
- RE: Hospital Kitchens, Neil Moore
- Re: masonry wall openings, Paul Feather
- RE: PTI Design Method for Slabs on Ground, Bill Polhemus
- Maryland Parking Structure, Paul Crocker
- RE: Openings in Existing Masonry, Russ, John P
- Re: Openings in Existing Masonry, Paul Feather
- Re: Maryland Parking Structure, GSKWY
- RE: Hospital Kitchens, Bill Polhemus
- Re: Maryland Parking Structure, Alden Manipula, E.I.T.
- RE: Openings in Existing Masonry, George Richards P.E.
- Treatment for potentially expansive soils (was RE: Have you heard of watering your foundation?), Alexander Sasha Itsekson
- RE: Openings in Existing Masonry, Dickey, David
- RE: Openings in Existing Masonry, Russ, John P
- Bar versus wire, GSKWY
- RE: Openings in Existing Masonry, Schwan, Martin K.
- RE: Bar versus wire, Paul Crocker
- Steel Dome Deisgn, Rob Still
- Re: Slab bands, Reza Dashti Asl
- Re: Bar versus wire, syed faiz ahmad
- RE: Slab bands, Mark Geoghegan
- Re: Steel Dome Deisgn, Ivan Lippi
- Re: Treatment for potentially expansive soils (was RE: Have you heard of watering your foundation?), Samir Ghosn
- RE: Bar versus wire, Gil Brock
- RE: Openings in Existing Masonry, Timothy P. Spengler
- Re: Steel Dome Deisgn, Christopher Wright
- RE: A new angle on "Sliding" - unanchored tanks, Yousefi, Ben
- RE: A new angle on "Sliding" - unanchored tanks, Christopher Wright
- RE: A new angle on "Sliding" - unanchored tanks, Lutz, James
- RE: A new angle on "Sliding" - unanchored tanks, Christopher Wright
- Re: A new angle on "Sliding" - unanchored tanks without bottom plate???, Aswin Rangaswamy
- Bar versus Wire, GSKWY
- Re: Slab bands, Gil Brock
- Re: Steel Dome Deisgn, Rick Burch
- Reinforced Concrete Dome Deisgn, Geryes Awwad
- RE: Steel Dome Deisgn, Eric Green
- Design Guide for Timber Crib Walls, Michael Robertson
- RE: Reinforced Concrete Dome Design, Adair, Joel
- Re: Design Guide for Timber Crib Walls, Neil Moore
- RE: Design Guide for Timber Crib Walls, Roger Davis
- Re: Steel Dome Deisgn, Christopher Wright
- Re: Bar versus Wire, syed faiz ahmad
- Natural period of vibration 'T' for stacked exchangers, Vasu, Ravi
- RE: A new angle on "Sliding" - unanchored tanks, Lutz, James
- RE: Reinforced Concrete Dome Design, Himat Solanki
- Re: Natural period of vibration 'T' for stacked exchangers, Himat Solanki
- Re: Natural period of vibration 'T' for stacked exchangers, Rick . Drake
- RE: Bar versus wire, C Chan
- RE: Reinforced Concrete Dome Design, Adair, Joel
- Steel Dome Design, Rob Still
- ICBO Approved Anchors for Crane Loading, Chan, David
- Bar versus Wire, Michael Hemstad
- Re: Steel Ladders, ken kirkland
- N.Y. Building Codes, npitera
- Re: Treatment for potentially expansive soils (was RE: Have, Alexander Sasha Itsekson
- Re: Steel Dome Design, Nels Roselund, SE
- TS MOMENT FRAME, dave chung
- RE: ICBO Approved Anchors for Crane Loading, Armijo, John J (PWCSD 420)
- TS MOMENT FRAME, dave chung
- Bar vs. Wire, GSKWY
- RE: Steel Seismic Design, Bill Allen
- Re: Steel Ladders, Tripp Howard
- Re: N.Y. Building Codes, John Goodman
- California PE exam, YI
- Re: Test Result for GWB shearwalls, chuckuc
- ICBO Approved Anchors for Crane Loading, Roger Turk
- RE: N.Y. Building Codes, Foy, Warren
- Grout under base plate, Reza Dashti Asl
- Re: N.Y. Building Codes, John Schenne
- RE: Bar versus wire, Paul Crocker
- RE: N.Y. Building Codes, Lutz, James
- Re: FEMA-350 2.9.1 Strong-column, Weak-beam Condytion Analysis, THunt
- RE: TS MOMENT FRAME, Carter, Charlie
- RE: Grout under base plate, Carter, Charlie
- Re: LFRS analysis programs, chuckuc
- Lt Gage Steel, Gerard Madden, PE
- RE: Steel Dome Design, Jim Kestner
- Re: Reinforced Concrete Dome Deisgn, Bob Fennema
- RE: Steel Seismic Design, Carter, Charlie
- RE: gratings, Ashok Dani
- RE: Steel Seismic Design, Bill Allen
- Re: Steel Dome Deisgn, Gary Hodgson & Associates
- RE: gratings, Sherman, William
- Parking Garages in Canada, GSKWY
- RE: Grout under Base Plates, Craig Hawe
- Grout under base plate, Casano, Karen
- RE: Grout under base plate, Sprague, Harold O.
- Shearheads/Studrails, GSKWY
- RE: N.Y. Building Codes, Ray Pixley
- gratings, G Vishwanath
- RE: N.Y. Building Codes, Ray Pixley
- Re: Lt Gage Steel, Paul Ransom
- Design Guide for Timber Crib Walls, AWC Info
- RE: Lt Gage Steel, Francois Rambau
- RE: Shearheads/Studrails, Paul Crocker
- Steel Dome Design, Michael Hemstad
- RE: Parking Garages in Canada, Peter James
- TRUSS SHAPES, Juan José Treff De la Mora
- Re: Shearheads/Studrails, Eric Ober
- Re: California PE exam, CarlS95
- RE: TRUSS SHAPES, Jim Kestner
- cast iron columns, David L. Fisher
- RE: cast iron columns, Caldwell, Stan
- RE: TRUSS SHAPES, Jim Kestner
- Re: Lt Gage Steel, Daryl Richardson
- RE: Steel Dome Design, Jim Kestner
- Re: Parking Garages in Canada, Daryl Richardson
- TRUSS SHAPES, Roger Turk
- RE: UBC (1997), sections 1912.2 & 1921.5.4 for rebar development lengths, Vasu, Ravi
- Re: Shearheads/Studrails, Paul Feather
- RE: gratings, nblackburn
- RE: gratings, Ashok Dani
- N.Y. Building Codes, AWC Info
- Re: Design Guide for Timber Crib Walls, chuckuc
- Penetrations in Grade Beams, Brian Spencer
- Re: Design Guide for Timber Crib Walls, Mike Perakis
- RE: Design Guide for Timber Crib Walls, Foy, Warren
- RE: gratings, Maze, Scott
- [no subject], ebosco(--nospam--at)vogeltayor.com
- taking out sag of ceiling (was no subject), Gerard Madden, PE
- RE:, Schwan, Martin K.
- HSS Weld Splice, RainCat1
- Strengthening Ceiling Joists, C Chan
- Re: Strengthening Ceiling Joists, jccpc
- RE: Lateral Analysis Software for Wood Structures?, Bill Allen
- Strengthening Ceiling Joists, C Chan
- Sagging Ceiling Joists, Roger Turk
- SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, Helen Zhou
- Re:, Alden Manipula, E.I.T.
- Laminated column, Helen Zhou
- RE: Strengthening Ceiling Joists, Tom Bodkin
- Re: Laminated column, Mike Perakis
- RE: Laminated column, Tom Bodkin
- Re: Laminated column, Helen Zhou
- Re: Lt Gage Steel, Paul Ransom
- Pinned joint of Concrete Structures, Jeong-mo Yang
- Re: Sagging Ceiling Joists, Nels Roselund, SE
- Re: Pinned joint of Concrete Structures, Chung-Soo Doo
- Re: Laminated column, vlad
- Expansion and seismic joints, Will H
- Re: HSS Weld Splice, William Pulyer
- Re: Laminated column, Greg williams
- Re: Laminated column, C Chan
- RE: Expansion and seismic joints @ fire wall is high seismic zone, Haan Scott M DPW CIVIL ENGR(n)
- Re: Expansion and seismic joints, Jnapd
- Re: Expansion and seismic joints, Will H
- RV ENVIALA Y REGRESAMELA, RAFAEL RIVERA
- Re: HSS Weld Splice, THunt
- Re: Pinned joint of Concrete Structures, THunt
- Re: HSS splice, William Pulyer
- metal arch structure period, yilmaz yuva
- Pinned joint of Concrete Structures, Bülent Deveci
- Re: Shearheads/Studrails, GSKWY
- Re: Penetrations in Grade Beams, John Nader
- Re: Lateral Analysis Software for Wood Structures?, chuckuc
- Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, Javier Encinas
- Re: Penetrations in Grade Beams, Daryl Richardson
- Re: Penetrations in Grade Beams, John Nader
- RE: Pinned joint of Concrete Structures, Tom Bodkin
- RE: Penetrations in Grade Beams, Roger Davis
- RE: RV ENVIALA Y REGRESAMELA, Puebla Raul
- RE: Penetrations in Grade Beams, Brian Spencer
- Continuous Beams in Residential Construction, Gary Hodgson & Associates
- RE: Design Guide for Timber Crib Walls, AWC Info
- Fracture in concrete, Christopher Wright
- Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, Helen Zhou
- Re: SEGMENTAL RETAINING WALL USED FOR DE, Roger Turk
- FEA mailing list, was: Fracture in concrete, Eric Green
- Re: Continuous Beams in Residential Construction, Tim Allison
- Re: Fracture in concrete, SAJ5
- RE: Pinned joint of Concrete Structures, Haan Scott M DPW CIVIL ENGR(n)
- RE: Expansion and seismic joints, Haan Scott M DPW CIVIL ENGR(n)
- URM Infills under FEMA 356, Oshin Tosounian
- Re: Continuous Beams in Residential Cons, Roger Turk
- RE: Penetrations in Grade Beams, John Nader
- 3-hinged arch w/ NO tension ties - how?, John H. Cato, jr., R.A.
- Re: TS MOMENT FRAME, ASLCSE
- Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, syed faiz ahmad
- wood panel wall aspect ratios: shear transfer around openings, Haan Scott M DPW CIVIL ENGR(n)
- RE: wood panel wall aspect ratios: shear transfer around openings, Yousefi, Ben
- RE: wood panel wall aspect ratios: shear transfer around openings, C Chan
- Re: Pinned joint of Concrete Structures, Kho Poh Teck
- RE: wood panel wall aspect ratios: shear transfer around openings, Yousefi, Ben
- Single Plate Connection of Collectors Procedure, Markajohn
- RE: Single Plate Connection of Collectors Procedure, Gerard Madden, PE
- Re: Fracture in concrete, Scott Maxwell
- Re:3-hinged arch w/ NO tension ties - how?, Adam Vakiener
- Re: Re:3-hinged arch w/ NO tension ties - how?, M. David Finley, P.E.
- RE: Single Plate Connection of Collectors Procedure, Keith Fix
- RE: Single Plate Connection of Collectors Procedure, Carter, Charlie
- Re: Single Plate Connection of Collectors Procedure, Rick . Drake
- WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Polhemus
- RE: WANTED: Concrete Column Analysis & Design Software Recommenda tions, Stuart, Matthew
- Metal Building Notes and Other Gripes, Keith Fix
- Re: Single Plate Connection of Collectors Procedure, Keith Fix
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Bogdan Dumitrascu
- Re: Fracture in concrete, Christopher Wright
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, M. David Finley, P.E.
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Alberto Guida
- RE: WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Polhemus
- Re: Single Plate Connection of Collectors Procedure, Rick . Drake
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Edwin Schmeckpeper
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Bogdan Dumitrascu
- RE: WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Allen
- Continuing Education Program, Benjamin Baer
- RE: Single Plate Connection of Collectors Procedure, Yousefi, Ben
- GLB allowable stress, YI
- RE: Metal Building Notes and Other Gripes, Effland, Greg
- RE: WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Polhemus
- RE: WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Polhemus
- RE: GLB allowable stress, sacharya
- Re: GLB allowable stress, Bruce Pooley
- GLB allowable stress, Roger Turk
- Re: wood panel wall aspect ratios: shear transfer around openings, chuckuc
- RE: GLB allowable stress, YI
- Re: wood panel wall aspect ratios: shear transfer around openings, Yousefi, Ben
- RE: wood panel wall aspect ratios: shear transfer around openings, Haan Scott M DPW CIVIL ENGR(n)
- Re: wood panel wall aspect ratios: shear transfer around openings, Samir Ghosn
- Off Topic - Hard Drive Cleanup Software, M. David Finley, P.E.
- Re: Fracture in concrete, Scott Maxwell
- Fwd: RE: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, syed faiz ahmad
- Re: Off Topic - Hard Drive Cleanup Software, vlad
- Re: Off Topic - Hard Drive Cleanup Software, Davis Parsons
- Re: Off Topic - Hard Drive Cleanup Software, THunt
- Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Scott Maxwell
- Re: Off Topic - Hard Drive Cleanup Software, Scott Maxwell
- RE: Off Topic - Hard Drive Cleanup Software, Russ, John P
- RE: Single Plate Connection of Collectors Procedure, Mark Gilligan
- Re: Metal Building Notes and Other Gripes, Ryan Lawton
- RE: Single Plate Connection of Collectors Procedure, Markajohn
- RE: Single Plate Connection of Collectors Procedure, Gerard Madden, PE
- Re: Continuous Beams in Residential Construction, Pat Clark
- Re: Off Topic - Hard Drive Cleanup Software, Ray Pixley
- Re: SEGMENTAL RETAINING WALL USED FOR DETENtION BASIN, syed faiz ahmad
- Re: Single Plate Connection of Collectors Procedure, Keith Fix
- Re: Off Topic - Hard Drive Cleanup Software, D.A.
- Re: 2001 Calif Building Code, Paul Feather
- 2001 Calif Building Code, David Topete
- Re: Metal Building Notes and Other Gripes, Paul Feather
- RE: 2001 Calif Building Code, Steve Widmayer
- RE: 2001 Calif Building Code, Casano, Karen
- Re: Continuous Beams in Residential Construction, Tim Allison
- Re: Re:3-hinged arch w/ NO tension ties - how?, John H. Cato, jr., R.A.
- Re: 2001 Calif Building Code, David Topete
- TS MOMENT FRAME, Alexander Sasha Itsekson
- RE: TS MOMENT FRAME, Lowen, Dave
- Re: Off Topic - Hard Drive Cleanup Software, Scott Maxwell
- Re: Metal Building Notes and Other Gripes, Ryan Lawton
- Fire Rating, Jim Kestner
- RE: Metal Building Notes and Other Gripes, Effland, Greg
- Re: Off Topic - Hard Drive Cleanup Software, vlad
- Re: Metal Building Notes and Other Gripes, Keith Fix
- Concrete Crane Beam for 40ton Container Crane, Tripp Howard
- Collectors, Jim Kestner
- RE: Metal Building Notes and Other Gripes, Keith Fix
- Re: Fire Rating, Scott Maxwell
- RE: TS MOMENT FRAME, Maze, Scott
- Re: TS MOMENT FRAME, Joseph Grill
- RE: Metal Building Notes and Other Gripes, Scott Maxwell
- Re: Concrete Crane Beam for 40ton Container Crane, Scott Maxwell
- MBMA Issues, Rick . Drake
- RE: Fire Rating, Yousefi, Ben
- RE: Fire Rating, Carter, Charlie
- RE: Concrete Crane Beam for 40ton Container Crane, Peter James
- RE: Fire Rating, Jim Kestner
- RE: TS MOMENT FRAME, Maze, Scott
- RE: MBMA Issues, Schwan, Martin K.
- RE: Single Plate Connection of Collectors Procedure, Carter, Charlie
- Re: Metal Building Notes and Other Gripes, Paul Feather
- Re: Metal Building Notes and Other Gripes, THunt
- Re: Metal Building Notes and Other Gripes, MSSROLLO
- Re: Continuous Beams in Residential Construction, Gary Hodgson & Associates
- Re: TS MOMENT FRAME, Gary Hodgson & Associates
- Subject: Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Georgi Stoyanov
- Re: TS MOMENT FRAME, Christopher Wright
- DEPTH TO THICKNESS RATIO, Juan José Treff De la Mora
- structure-moving load interaction, Bülent Deveci
- URM Infills under FEMA 356, Oshin Tosounian
- RE: Subject: Re: WANTED: Concrete Column Analysis & Design Software Recommendations, Bill Polhemus
- Live loads for seismic design, Kevin Below
- arch roof panel, yilmaz yuva
- Re: DEPTH TO THICKNESS RATIO, Paul Ransom
- Re: seaint Digest for 29 Nov 2002, Wayne Adler
- needs a log cabin expert in Tahoe Calif. area, David Merrick
- Plastic Section Modulus Conversion, John Schulz
- RE: Design Guide for Timber Crib Walls, G Manandhar
- PEMB Help Document, MSSROLLO
- RE: Single Plate Connection of Collectors Procedure, Haan Scott M DPW CIVIL ENGR(n)
- RE: Single Plate Connection of Collectors Procedure, Carter, Charlie
- PEMB Document/Review, MSSROLLO
- RE: Single Plate Connection of Collectors Procedure, Haan Scott M DPW CIVIL ENGR(n)
- Fire truck loads, Kevin Below
- Re: Fire truck loads, Scott Maxwell
- Re: Fire truck loads, Patrick Rodgers
- Re: Fire truck loads, Jnapd
- RE: Single Plate Connection of Collectors Procedure, Rick . Drake
- RE: Single Plate Connection of Collectors Procedure, Bill Allen
- Wire mesh reinforcing designation, Stuart, Matthew
- RE: Single Plate Connection of Collectors Procedure, Yousefi, Ben
- Re: Wire mesh reinforcing designation, John Goodman
- RE: Single Plate Connection of Collectors Procedure, Carter, Charlie
- "SEA" Label in subject line, Benoit Cordoba
- Re: PEMB Document/Review, Tripp Howard
- RE: "SEA" Label in subject line, Bill Allen
- "SEA" Label in subject line DISREGARD, Benoit Cordoba
- RE: "SEA" Label in subject line, Peter James
- Re: "SEA" Label in subject line, Richard M. Beldyk, PE
- RE: "SEA" Label in subject line, Barry H. Welliver
- California School construction requirements, Thor Matteson, SE
- Re: "SEA" Label in subject line, Pat Clark
- RE: Fire truck loads, Paul Crocker
- Wire mesh reinforcing designation, Roger Turk
- [no subject], Dan Hernandez
- Seismic Bolting, THunt
- AV Window 98, MarPaleari
- Re: Seismic Bolting, Rick . Drake
- Material A286, Narayanan, Ram
- Re: California School construction requirements, BCainse
- Re: Material A286, Richard M. Beldyk, PE
- Concrete T beams/ ribbed slabs, Andrew D. Kester
- RE: Concrete T beams/ ribbed slabs, Peter James
- Concrete T beams/ ribbed slabs, Roger Turk
- RE: Concrete T beams/ ribbed slabs, Jim Kestner
- Re: Concrete T beams/ ribbed slabs, Scott Maxwell
- Re: Concrete T beams/ ribbed slabs, Daryl Richardson
- Repairing delaminated glue-lam beam, Thor Matteson, SE
- Re: California School construction requirements, Mark Gilligan
- Compression Rings - Reference recommendations, Stuart, Matthew
- RE: Repairing delaminated glue-lam beam, Dave Nuttall
- fortran again!, Helen
- Re: Repairing delaminated glue-lam beam, Tim Allison
- PEMB document/review, MSSROLLO
- Corrugated Pipe Arch, MSSROLLO
- RE: Corrugated Pipe Arch, Mark Pemberton
- Delaminated Glue-lam, Thor Matteson, SE
- Corrugated Pipe Arch, Roger Turk
- Re: Corrugated Pipe Arch, Daryl Richardson
- RE: Corrugated Pipe Arch, Armijo, John J (PWCSD 420)
- RE: Corrugated Pipe Arch, Joe Stroud
- Re: Corrugated Pipe Arch, Padmanabhan Rajendran
- Re: Repairing delaminated glue-lam beam, Daryl Richardson
- Re: Compression Rings - Reference recommendations, THunt
- Two-way Shear Through Wide Beam, Michael Bryson
- RE: Repairing delaminated glue-lam beam, Paul Crocker
- Repairing delaminated glue-lam beam, Roger Turk
- Two-way Shear Through Wide Beam, Bülent Deveci
- Questions about Data Base Manager, Tom Bodkin
- Re: Two-way Shear Through Wide Beam, Scott Maxwell
- RE: Seismic bracing system, Vasu, Ravi
- north american steel construction conference, Melnick, Scott
- RE: Seismic bracing system, Rick . Drake
- Re: PEMB Document/Review, Rick Burch
- Re: Seismic bracing system- Knee-braced Frames, EphHirsch
- RE: Seismic bracing system- Knee-braced Frames, Francois Rambau
- RE: Live loads for seismic design, Tim Campbell
- RE: Live loads for seismic design, Scott Maxwell
- RE: Two-way Shear Through Wide Beam, Cliff Schwinger
- Knee bracing in seismic Zone 3 or 4, Vasu, Ravi
- Checking towers' steel in Sept. 11 probe, Rbengrguy
- Re: Seismic bracing system- Knee-braced Frames, Keith Fix
- Re: simple shear connection to column, Keith Fix
- Oops!, Keith Fix
- Re: Checking towers' steel in Sept. 11 probe, David Sharp
- RE: Checking towers' steel in Sept. 11 probe, Hewitt, Chris
- RE: Two-way Shear Through Wide Beam, Scott Maxwell
- RE: PEMB Document/Review, Scott, William N.
- Re: PEMB Document/Review, James Hannah
- just posted you an e-card -- SEA., Maze, Scott
- Plastic Section Modulus, JS
- VIRUS: Electronic Greeting Card, Maze, Scott
- Re: e-card IS A VIRUS!!!, David Topete
- Accessing Archives, GSKWY
- RE: Accessing Archives, Mark Geoghegan
- RE: Accessing Archives, Scott Maxwell
- QUESTION REGARDING Bracing Connection Design using the "Uniform Force Method", Steve Eli Ekmekji
- RE: Seismic bracing system- Knee-braced Frames, Igor Marinovic
- Time between shotcrete lifts, Michael Bryson
- Re: Seismic bracing system- Knee-braced Frames, EphHirsch
- RE: Seismic bracing system- Knee-braced Frames, Keith Fix
- Re: Seismic bracing system- Knee-braced Frames, EphHirsch
- Re: AISC Seismic Provisions (WAS Seismic bracing system- Knee-braced Frames), Mark D. Anderson PE
- RE: Seismic bracing system- Knee-braced Frames, Carter, Charlie
- RE: AISC Seismic Provisions (WAS Seismic bracing system- Knee-bra ced Frames), Carter, Charlie
- IBC concrete anchor design, Rick Burch
- Re: IBC concrete anchor design, Scott Maxwell
- Light Ga Steel Stud and Story Drift, Hari A
- Re: California School construction requirements, Jojo Bascug
- OSHA, GSKWY
- Re: OSHA, THunt
- Re: OSHA, desi j kiss
- Re: IBC concrete anchor design, Rick Burch
- RE: Seismic bracing system- Knee-braced Frames, Majid Sarraf
- RE: PEMB document/review, Paul Ransom
- Cable Tension Force, Oshin Tosounian
- Re: Cable Tension Force, C Chan
- Re: California School construction requirements, C Chan
- Re: Cable Tension Force, mat sanchez
- Earthquake resistant design of rc buildings, georgiadou eftichia
- Re: Cable Tension Force, desi j kiss
- Re: Cable Tension Force, Christopher Wright
- RE: Cable Tension Force, Brian K. Smith
- RE: Cable Tension Force, Bill Polhemus
- 2x4 stud walls in High Wind areas, Nick Bingham
- Re: PEMB document/review, MSSROLLO
- RE: 2x4 stud walls in High Wind areas, Dave Nuttall
- Re: Cable Tension Force, desi j kiss
- Re: PEMB document/review, Rick . Drake
- RE: 2x4 stud walls in High Wind areas, Michael Bryson
- Re: 2x4 stud walls in High Wind areas, John D. Rose
- RE: 2x4 stud walls in High Wind areas, Eric Green
- Re: PEMB document/review, Keith Fix
- RE: Cable Tension Force, Oshin Tosounian
- Re: PEMB document/review, MSSROLLO
- CONNECTION DESIGN RESPONSIBILITY, Juan José Treff De la Mora
- Re: CONNECTION DESIGN RESPONSIBILITY, Rick . Drake
- Re: 2x4 stud walls in High Wind areas, lrhauer
- Re: fortran again!, Nacionales Alex
- Re: CONNECTION DESIGN RESPONSIBILITY, THunt
- Allowable Deflection ??, ken kirkland
- Re: Allowable Deflection ??, Nacionales Alex
- Re: CONNECTION DESIGN RESPONSIBILITY, GSKWY
- Stainless Steel Bolts, richard lewis
- Re: Stainless Steel Bolts, Nels Roselund, SE
- Re: CONNECTION DESIGN RESPONSIBILITY, Scott Maxwell
- Re: Allowable Deflection ??, Ken Peoples
- RE: Allowable Deflection ??, Foy, Warren
- Re: Allowable Deflection ??, Tim Allison
- Re: Stainless Steel Bolts, David Sharp
- Re: CONNECTION DESIGN RESPONSIBILITY, Ray Pixley
- PEMB document/review, Gary McClean
- Re: Stainless Steel Bolts, Christopher Wright
- RE: CONNECTION DESIGN RESPONSIBILITY, Sherman, William
- RE: Stainless Steel Bolts, Sherman, William
- Re: CONNECTION DESIGN RESPONSIBILITY, THunt
- Requirement for control joints in elevated slabs, Foy, Warren
- Re: Requirement for control joints in elevated slabs, Nels Roselund, SE
- SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Paul Feather
- Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Rick . Drake
- RE: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Carter, Charlie
- Re: fortran again!, Szuchuan Chang
- Re: PEMB document/review, MSSROLLO
- RE: CONNECTION DESIGN RESPONSIBILITY, Carter, Charlie
- Re: Requirement for control joints in elevated slabs, james lane
- RE: CONNECTION DESIGN RESPONSIBILITY, Stuart, Matthew
- Re: CONNECTION DESIGN RESPONSIBILITY, Richard Fennell
- Testing for Anchor Bolt Embedment, THunt
- RE: CONNECTION DESIGN RESPONSIBILITY, Carter, Charlie
- Re: CONNECTION DESIGN RESPONSIBILITY, Mlcse
- Re: Testing for Anchor Bolt Embedment, Paul Feather
- Re: Testing for Anchor Bolt Embedment, THunt
- Re: structural design, NAINA MOHAMMED NAZEER
- RE: CONNECTION DESIGN RESPONSIBILITY, Cliff Schwinger
- Re: CONNECTION DESIGN RESPONSIBILITY, S94john99
- Re: CONNECTION DESIGN RESPONSIBILITY, vlad
- Attention: Charlie Carter, Stuart, Matthew
- Re: Attention: Charlie Carter, Rick . Drake
- RE: Attention: Charlie Carter, Carter, Charlie
- Four Level building (two basements), Angel Gomez
- RE: CONNECTION DESIGN RESPONSIBILITY, Christopher Wright
- Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Drew Morris
- Re: Testing for Anchor Bolt Embedment, Daryl Richardson
- RE: Testing for Anchor Bolt Embedment, Maze, Scott
- RE: Testing for Anchor Bolt Embedment, Lutz, James
- Aeroplane Hanger, Daryl Richardson
- Re: Aeroplane Hanger, Clifford Schwinger
- RE: Aeroplane Hanger, Tom Bodkin
- RE: Testing for Anchor Bolt Embedment, Ron Hill
- RE: Testing for Anchor Bolt Embedment, Padmanabhan Rajendran
- RE: Aeroplane Hanger, Blomberg, Paul
- Re: Lifting Aeroplane Hanger, GSKWY
- Requirement for control joints in elevated slabs., Wayne E. Beckingham
- Re: Requirement for control joints in elevated slabs., desi j kiss
- Re: Requirement for control joints in elevated slabs., GSKWY
- F-Number Testing Lab, Eric Green
- Re: Requirement for control joints in elevated slabs., desi j kiss
- Re: Testing for Anchor Bolt Embedment, Daryl Richardson
- Re: Testing for Anchor Bolt Embedment, THunt
- Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Gary Hodgson & Associates
- Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Tripp Howard
- Re: Requirement for control joints in elevated slabs., GSKWY
- Color of Rust, GSKWY
- RE: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Foy, Warren
- RE: F-Number Testing Lab, Peter Griem
- buckling restraint brace, yilmaz yuva
- Calif School Footings, DSA, Thor Matteson, SE
- Safety factors in Pre-engineered Metal Buildings, Thor Matteson, SE
- Re: SEAOC Blue Book (was Re: CONNECTION DESIGN RESPONSIBILITY), Paul Feather
- RE: Color of Rust, Terry Triest
- AISC Tech Bulletin #3, Roger Turk
- RE: AISC Tech Bulletin #3, HEATH MITCHELL
- RE: Aeroplane Hanger, Tim Campbell
- RE: Color of Rust, Mark Geoghegan
- LA Region Uniform Code Program, Lutz, James
- RE: AISC Tech Bulletin #3, Carter, Charlie
- RE: LA Region Uniform Code Program, Francois Rambau
- Re: Aeroplane Hanger, Paul Ransom
- Measurement of rebar stress, Pete
- RE: AISC Tech Bulletin #3, Carter, Charlie
- RE: AISC Tech Bulletin #3, Roger Turk
- Re: Safety factors in Pre-engineered Metal Buildings, MSSROLLO
- Re: 2x4 stud walls in High Wind areas, AWC Info
- Re: Aeroplane Hanger, Daryl Richardson
- Re: Measurement of rebar stress, Mark D. Anderson PE
- Re: 2x4 stud walls in High Wind areas, Scott Maxwell
- RE: LA Region Uniform Code Program, Steve Widmayer
- Looking for a good Shearwall/Diaphragm Analysis Reference, Nicole Stoudt
- RE: Looking for a good Shearwall/Diaphragm Analysis Reference, Russ, John P
- Re: Looking for a good Shearwall/Diaphragm Analysis Reference, GSKWY
- RE: Looking for a good Shearwall/Diaphragm Analysis Reference, Dave Adams
- For Charlie Carter et al, FLIER55
- Re: Looking for a good Shearwall/Diaphragm Analysis Reference, David Topete
- RE: Aeroplane Hanger, Effland, Greg
- Re: Safety factors in Pre-engineered Metal Buildings, Paul Ransom
- RE: Looking for a good Shearwall/Diaphragm Analysis Reference, Paul Crocker
- RE: Aeroplane Hanger, Jim Kestner
- Re: Looking for a good Shearwall/Diaphragm Analysis Reference, Daryl Richardson
- Re: Aeroplane Hanger, Paul Ransom
- Use Staad to Model Buildings with Shear Walls, Szuchuan Chang
- Re: For Charlie Carter et al, Gary Hodgson & Associates
- FW: Re: 2x4 stud walls in High Wind areas, AWC Info
- Re: FW: Re: 2x4 stud walls in High Wind areas, Scott Maxwell
- IBC LL Reductions/2003 IBC Question, Paul Crocker
- AISC Seismic Provisions with Supplements, Carter, Charlie
- Testing for Anchor Bolt Embedment, Michael L. Hemstad
- ASME Certification, Dave Adams
- California Senate Bill 1953 AIA CD-Roms - Save Over 60% Off, FEMCCLURE
- Re: Use Staad to Model Buildings with Shear Walls, Milton Veloz
- RE: AISC Seismic Provisions with Supplements, Gerard Madden, PE
- Need civil/structural engineer licensed in D.C., Stuart, Matthew
- FW: Need civil/structural engineer licensed in D.C., Stuart, Matthew
- RE: AISC Seismic Provisions with Supplements, lzapata
- Collector element, Samir Ghosn
- AISC Seismic Provisions with Supplements, Roger Turk
- RE: AISC Seismic Provisions with Supplements, Jake Watson
- Re: ASME Certification, Christopher Wright
- RE: Collector element, Gerard Madden, PE
- Re: AISC Seismic Provisions with Supplements, Jnapd
- RE: Collector element, Jan Harris
- RE: AISC Seismic Provisions with Supplements, Clifford Schwinger
- RE: AISC Seismic Provisions with Supplements, Carter, Charlie
- RE: seaint Digest for 16 Dec 2002, Joseph R. Charpentier
- RE: Collector element, Samir Ghosn
- RE: Collector element, Gerard Madden, PE
- RE: Collector element, Yousefi, Ben
- RE: Collector element, Samir Ghosn
- 97UBC Seismic, J+R
- FEMA 356 URM Walls, Dan Goodrich
- FW: Re: FW: Re: 2x4 stud walls in High Wind areas, AWC Info
- Re: Collector element, EphHirsch
- RE: Collector element, Samir Ghosn
- Re: FW: Re: FW: Re: 2x4 stud walls in High Wind areas, Scott Maxwell
- Interior Shear Wall, richard lewis
- RE: Interior Shear Wall, Puskas, David
- Collector elements and precpmpression force, Samir Ghosn
- RE: Collector elements and precpmpression force, sacharya
- Re: Interior Shear Wall, Jnapd
- RE: FEMA 356 URM Walls, Jake Watson
- Re: Interior Shear Wall, Joseph Grill
- Re: Collector elements and precpmpression force, Paul Feather
- Re: Interior Shear Wall, Jnapd
- Re: IBC LL Reductions/2003 IBC Question, Scott Maxwell
- Re: Interior Shear Wall, Joseph Grill
- Looking for Guest Speakers, Alex Candelaria
- Re: Interior Shear Wall, VerneK
- Re: 2x4 stud walls in High Wind areas, Stanley E Scholl
- Re: Interior Shear Wall, Jnapd
- Re: Interior Shear Wall, Jnapd
- Re: Interior Shear Wall, chuckuc
- Re: FW: Re: FW: Re: 2x4 stud walls in High Wind areas, AWC Info
- UBC 97 anchor bolt design, Jim Carey
- Interior Shear Wall, Wayne E. Beckingham
- Re: Interior Shear Wall, Jnapd
- Re: Interior Shear Wall, Jnapd
- MOLD, ASLCSE
- Re: MOLD, Jnapd
- RE: MOLD, Steve Widmayer
- RE: MOLD, Eric Green
- RE: MOLD, Roger Davis
- Re: UBC 97 anchor bolt design, utej
- RE: MOLD, Carter, Charlie
- QUESTION REGARDING Bracing Connection Design using the "Uniform Force Method", Steve Eli Ekmekji
- Re: MOLD, Stanley E Scholl
- Re: MOLD, FLIER55
- RE: MOLD, Schwan, Martin K.
- How iron rusts, GSKWY
- Re: MOLD, MSSROLLO
- Re: seaint Digest for 18 Dec 2002, Wei Wang
- Availability of ST2x3.85 and ST2.5x5, Ken Peoples
- Interior Shear Walls, Wayne E. Beckingham
- Mold, Wayne E. Beckingham
- Re: MOLD, IRV FRUCHTMAN
- RE: Steel-Detail: Availability of ST2x3.85 and ST2.5x5, Carter, Charlie
- MOLD, THunt
- Re: MOLD, Scott Maxwell
- KL/r revision, yilmaz yuva
- horizontal deflection of column, Anirban Basu
- Weld shelf requirement, utej
- RE: Weld shelf requirement, Lowen, Dave
- RE: Weld shelf requirement, Bob Shaw
- Re: Weld shelf requirement, Eric Ober
- RE: Weld shelf requirement, Lowen, Dave
- structural welding, Jason Kilgore
- California Townhomes, Paul Feather
- RE: structural welding, Jim Kestner
- PEMB and AISC Seismic Provisions, Mark D. Anderson PE
- Re: PEMB and AISC Seismic Provisions, Rick . Drake
- Nail connection factors, Alexander Sasha Itsekson
- Re: structural welding, Daryl Richardson
- Re: AISC Seismic Provisions with Supplements, NDZ28
- Re: structural welding, vicpeng
- RE: PEMB and AISC Seismic Provisions, Haan Scott M DPW CIVIL ENGR(n)
- Re: Nail connection factors, Mark D. Anderson PE
- Re: California Townhomes, Cratylus Consulting Group
- Re: Nail connection factors, Cratylus Consulting Group
- Re: California Townhomes, chuckuc
- Allowable horizontal deflection of column, G Vishwanath
- RE: Nail connection factors, Roger Davis
- RE: Allowable horizontal deflection of column, Tom Bodkin
- RE: Nail connection factors, Dave Nuttall
- Re: structural welding, Nels Roselund, SE
- RE: PEMB and AISC Seismic Provisions, Francois Rambau
- Nail connection factors, AWC Info
- Re: 97UBC Seismic, THunt
- RE: Allowable horizontal deflection of column, Scott Maxwell
- RE: California Townhomes, Haan Scott M DPW CIVIL ENGR(n)
- RE: California Townhomes, George Richards P.E.
- Re: California Townhomes, chuckuc
- RE: Concrete slab retrofit (fwd), Eric Green
- Concrete slab retrofit (fwd), Scott Maxwell
- RE: Concrete slab retrofit (fwd), Sherman, William
- Re: PEMB and AISC Seismic Provisions, Mark D. Anderson PE
- Re: PEMB and AISC Seismic Provisions, Rick . Drake
- RE: PEMB and AISC Seismic Provisions, Carter, Charlie
- Pre-Engineering Building and Plywood Shear Wall, YI
- Re: Nail connection factors, BCainse
- Re: California Townhomes, Cratylus Consulting Group
- RE: Pre-Engineering Building and Plywood Shear Wall, Francois Rambau
- Re: Allowable horizontal deflection of column, Paul Ransom
- Re: California Townhomes, chuckuc
- Steel beam connection, John Nader
- TS Moment Frames in Wood Construction, Bill Marczewski
- Demo Plans, Fariborz Tehrani
- Re: Demo Plans, Tarek Mokhtar
- Re: Demo Plans, Jnapd
- Re: Demo Plans, Fariborz Tehrani
- RE: Demo Plans, Gerard Madden, PE
- Nail connection factors, Alexander Sasha Itsekson
- RE: Demo Plans, Scott Maxwell
- TS Moment Frames in Wood Construction, Sharad T. Patel
- RE: Demo Plans, Paul Crocker
- Re: Demo Plans, Nels Roselund, SE
- RE: Demo Plans, Pat Symons
- RE: Demo Plans, Scott Maxwell
- Re: Demo Plans, Mark Gilligan
- RE: Demo Plans, Caldwell, Stan
- Re: Demo Plans, Fariborz Tehrani
- Whitmore Section, j . grill
- 304SS Sections, Tahir Qureshi, PE
- Ray Pugliesi/Degenkolb is out of the office., pugliesi
- RE: Whitmore Section, Carter, Charlie
- Nail connection factors, AWC Info
- Re: Whitmore Section, Joseph Grill
- UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, Vasu, Ravi
- UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, Vasu, Ravi
- just wondering: Who was Whitmore?, Clifford Schwinger
- Re: UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, Samir Ghosn
- Re: UBC 1997 - Non building structure - Section 1632.2 for A.bolt design, THunt
- Re: just wondering: Who was Whitmore?, David Sharp
- Re: just wondering: Who was Whitmore?, THunt
- Re: Nail connection factors - displacement issue, C Chan
- I am willing to enter your group and help myself, Takshashila Architects
- Re: just wondering: Who was Whitmore?, FLIER55
- P.E registration, kamal aghbal
- P.E registration, Roger Turk
- clip angles with tension, j . grill
- Galvanized Bolts, Nels Roselund, SE
- Re: Galvanized Bolts, Mark D. Anderson PE
- P.E.Registration, Narayanan, Ram
- Bar sand, Mitchell J Sklar
- Re: P.E.Registration, FLIER55
- RE: P.E.Registration, Jan Harris
- RE: P.E.Registration, Friis, Donna
- Re: Galvanized Bolts, David Sharp
- RE: clip angles with tension, Brian K. Smith
- RE: clip angles with tension, j . grill
- Wood Gurus - "Shakes", Dave Adams
- RE: Wood Gurus - "Shakes", Tom Skaggs
- Wood Gurus - "Shakes", Roger Turk
- Moment connection in stud wall, Dwain Hendershot
- scheduling and project management, Pat Clark
- [no subject], Wayne E. Beckingham
- RE: scheduling and project management, Tom Bodkin
- Re: seaint Digest for 29 Dec 2002, Bob Ross
- RE: scheduling and project management, Barry H. Welliver
- RE: scheduling and project management, Bill Allen
- geometric nonlinearity, cable stayed bridge, Bow-string bridge, raju mantripragada
- Re: scheduling and project management, Fariborz Tehrani
- RE: scheduling and project management, Carter, Charlie
- AISC Seminar - 2002 Seismic Provisions, THunt
- RE: scheduling and project management, BCainse
- time sheets, MJSLAYSMAN
- NDS- Nails, Andrew D. Kester
- Re: time sheets, RLFOLEY
- Gusset Weld at Brace Connection, j . grill
- Re: NDS- Nails, Jnapd
- Time sheets, G Vishwanath
- RE: NDS- Nails, Roger Davis
- RE: NDS- Nails, Roger Turk
- RE: NDS- Nails, Roger Davis
- RE: NDS- Nails, Dave Adams
- TEST, Stuart, Matthew
- NDS- Nails CORRECTION, Roger Turk
- TEST, Stuart, Matthew
- TEST3, Stuart, Matthew
- Re: Time sheets, Jnapd
- Parallel Chord Wood Floor Trusses, Chris Meyer
- Re: Parallel Chord Wood Floor Trusses, Jnapd
- Re: Parallel Chord Wood Floor Trusses, Stanley E Scholl
- Re: Parallel Chord Wood Floor Trusses, Samir Ghosn
- Re: Parallel Chord Wood Floor Trusses, james lane
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