SEAINT Mail Archive 2004 (Apr-Jun)
Civil and Structural Engineering discussions by date
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Messages: 2151
- RE: allen bolts, Jason W. Kilgore
- Need some Advice, Yusa Krisnanto
- Display Notification: Need some Advice, deepansh kathuria
- Re: allen bolts, Nels Roselund, SE
- Re: allen bolts, Christopher Wright
- engineering- off topic, Andrew Kester
- ? Grade Beam Analysis ?, Elias Hahn
- RE: ? Grade Beam Analysis ?, Sprague, Harold O.
- CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Bill Allen
- RE: Cracks in an existing composite floor deck, Stephen L. Fisher
- RE: Cracks in an existing composite floor deck, Joe Grill
- RE: Cracks in an existing composite floor deck, Sprague, Harold O.
- Wood ledgers separation from concrete?, Neil Moore
- Re: Wood ledgers separation from concrete?, Ben Yousefi
- wood ledgers on Arxx walls, Robert Freeman
- Re: wood ledgers on Arxx walls, ECVAl3
- RE: Slab punching shear, Byron Benson
- RE: Wood ledgers separation from concrete?, Schwan, Martin K.
- NDS Equation 3.3-6 (CL), Bill Allen
- CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Bill Allen
- RE: Cripple wall sheathing - need fast answer, Dennis Wish
- NDS Equation 3.3-6 (CL), Roger Turk
- RE: NDS Equation 3.3-6 (CL), Bill Allen
- Re: PEMB detailing, yogesh patil
- Licensure, Jason W. Kilgore
- RE: NDS Equation 3.3-6 (CL), Bill Allen
- RE: Licensure, Stuart, Matthew
- RE: Licensure, Craig Leech
- RE: Licensure, Richard M. Beldyk, PE, CPEng
- RE: Licensure, Hans E Boge
- Structural Master's Degree online??, Terry Triest
- Re: Licensure, mludvik
- Re: CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Glen Underwood
- Re: Cripple wall sheathing - need fast answer, Steve Privett
- Re: Cripple wall sheathing - need fast answer, Thor Tandy
- RE: CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Bill Allen
- Re: CBC/UBC Section 1633.2.9.3 - R for flexible diaphragms supporting concrete or masonry, Paul Feather
- Re: Structural Master's Degree online??, Bill Polhemus
- RE: NDS Equation 3.3-6 (CL), Roger Turk
- RE: NDS Equation 3.3-6 (CL), Bill Allen
- ACI350.3-01 - seismic design of liquid detention tank, Derek
- Slab-on-grade WWF or WWM oops, David Merrick
- Re: Slab-on-grade WWF or WWM oops (Now WWR), THunt
- RE: ACI 350.3-01 - seismic design of liquid detention tank, Sherman, William
- RE: ACI 350.3-01 - seismic design of liquid detention tank, Derek
- RE: Cracks in an existing composite floor deck; by "Stephen L. Fisher" <slf(--nospam--at)idgcorp.net>, Mo
- IBC 2000 (and 2003) load combination question, Clifford Schwinger
- RE: IBC 2000 (and 2003) load combination question, Carter, Charlie
- Re: Structural Master's Degree online??, Robert Shmerling
- P-Delta, John Peterson
- test, Rand Holtham, P.E.
- RE: P-Delta, Craig Leech
- REUTERS: Barge Rams Bridge, Deliberately, Bill Polhemus
- Re: REUTERS: Barge Rams Bridge, Deliberately, DRPFLY
- Re: REUTERS: Barge Rams Bridge, Deliberately, Bill Polhemus
- RE: P-Delta, Carter, Charlie
- Re: Slab-on-grade WWF or WWM oops (Now WWR), David Merrick
- Ordinary moment connections - pre-engineered metal buildings, Haan, Scott M.
- RE: Ordinary moment connections - pre-engineered metal buildings, Carter, Charlie
- P-Delta, Allen Adams
- IBC 2000 (and 2003) load combination question, Allen Adams
- RE: Ordinary moment connections - pre-engineered metal buildings, Jim Persing
- Cold-formed steel connection, Steven Stoppkotte
- RE: Ordinary moment connections - pre-engineered metal buildings, Haan, Scott M.
- RE: Ordinary moment connections - pre-engineered metal buildings, Jim Persing
- RE: Ordinary moment connections - pre-engineered metal buildings, Sherman, William
- RE: Ordinary moment connections - pre-engineered metal buildings, Sherman, William
- RE: IBC 2000 (and 2003) load combination question, Sherman, William
- RE: Ordinary moment connections - pre-engineered metal buildings, Scott, William N.
- RE: Ordinary moment connections - pre-engineered metal buildings, Haan, Scott M.
- Re: Does AISC Seismic Section 11.2a apply to MBMA ordinary moment connections?, Mark D. Anderson PE
- RE: NDS Equation 3.3-6 (CL), Bill Allen
- Re: seaint Digest for 5 Apr 2004, deepak sharma
- St George's Island- bridge ramming, Andrew Kester
- RE: P-Delta, John Peterson
- Re: Does AISC Seismic Section 11.2a apply to MBMA ordinary moment connections?, Paul Ransom
- P-Delta, Michael L. Hemstad
- Re: P-Delta, Jason Emoto
- Re: P-Delta, Charley Hamilton
- Smaller nail size for field nailing ok?, Haan, Scott M.
- lateral design of row building, Dennis Wish
- RE: Smaller nail size for field nailing ok?, Dennis Wish
- Deck rail, Tarek Mokhtar
- Welding Rebar to Stainless Steel, Oshin Tosounian
- Lateral Deflection of Stucco, richard lewis
- RE: Deck rail, Ed Najjarine
- Re: Welding Rebar to Stainless Steel, Christopher Wright
- Re: Deck rail, Charley Hamilton
- Re: Deck rail, Tarek Mokhtar
- RE: Deck rail, Meyer, Albert
- Re: Deck rail, Scott Maxwell
- Re: Deck rail, Charley Hamilton
- RE: Deck rail, Ed Najjarine
- RE: Welding Rebar to Stainless Steel, Dean Briggs
- 2001 NDS & Wood screw tapered tip length, utej
- 1997 UBC & 2003 IBC (adopting ACI 530-02) Embedded AB resisting shear, utej
- RE: Smaller nail size for field nailing ok?, Tom Skaggs
- Re: Smaller nail size for field nailing ok?, BCainse
- RE: Welding Rebar to Stainless Steel, Christopher Wright
- Re: Welding Rebar to Stainless Steel, Jim Wilson
- Re: P-Delta, mc . upadhyay
- RE: Welding Rebar to Stainless Steel, Oshin Tosounian
- R: P-Delta, Mark Gilligan
- Re: Cold-formed steel connection, Rudra Nevatia
- Re: Welding Rebar to Stainless Steel, Jim Getaz
- Early form release for two-way slabs, Keith Pabst
- Re: Early form release for two-way slabs, Scott Maxwell
- RE: Early form release for two-way slabs, Craig Leech
- RE: P-Delta, Bill Allen
- RE: Welding Rebar to Stainless Steel, Christopher Wright
- RE: Early form release for two-way slabs, Jay Shilstone
- Re: Early form release for two-way slabs, THunt
- RE: Foreign degree evaluation, Mueller, Oliver
- Seismic Expansion Joints, Rob Still
- RE: Foreign degree evaluation, Scott Maxwell
- RE: Lateral Deflection of Stucco, Andrew Kester
- Re: Early form release for two-way slabs, Clifford Schwinger
- Re: Lateral Deflection of Stucco, Nels Roselund, SE
- Re: Smaller nail size for field nailing ok?, chuck utzman
- RE:Barge Rams Bridge, Deliberately, Ray Pixley
- RE:Barge Rams Bridge, Deliberately, Ray Pixley
- RE:Barge Rams Bridge, Deliberately, Ray Pixley
- RE:Barge Rams Bridge, Deliberately, Ray Pixley
- RE: Early form release for two-way slabs, Sherman, William
- RE: Early form release for two-way slabs, Byron Benson
- RE:Barge Rams Bridge, Deliberately, BCainse
- Seismic Expansion Joints, Jimmy Jones
- Scary, Illegal, and Disgusting !!!, Caldwell, Stan
- RE: Scary, Illegal, and Disgusting !!!, John C. Jones
- RE: Scary, Illegal, and Disgusting !!!, David L. Fisher
- RE: Scary, Illegal, and Disgusting !!!, Schwan, Martin K.
- Generator Foundation, M. David Finley, P.E.
- RE: Generator Foundation, Randall H. Collier
- Re: Generator Foundation, Desi Kiss
- Re: Seismic Expansion Joints, Paul Feather
- Re: Generator Foundation, Rlabbe
- RE: Seismic Expansion Joints, Haan, Scott M.
- Re: Welding Rebar to Stainless Steel, Frank Hartzell
- Re: Welding Rebar to Stainless Steel, Christopher Wright
- Pool Engineers, Paul Feather
- Re: P-Delta, Kris Sathia
- RE: Scary, Illegal, and Disgusting !!!, Carter, Charlie
- RE: Scary, Illegal, and Disgusting !!!, Sherman, William
- RE: Scary, Illegal, and Disgusting !!!, Sherman, William
- RE: Scary, Illegal, and Disgusting !!!, Carter, Charlie
- Re: Scary, Illegal, and Disgusting !!!, mludvik
- Pool engineers, HBAP
- RE: Cold-formed steel connection, Ed Najjarine
- RE: Generator Foundation, Ali Karimzadegan
- Re: P-Delta, Rudra Nevatia
- RE: Scary, Illegal, and Disgusting !!!, Don
- RE: Scary, Illegal, and Disgusting !!!, Stuart, Matthew
- RE: Scary, Illegal, and Disgusting !!!, Carter, Charlie
- RE: Scary, Illegal, and Disgusting !!!, John C. Jones
- Re: Scary, Illegal, and Disgusting !!!, Bill Polhemus
- RE: Scary, Illegal, and Disgusting !!!, Scott Maxwell
- Re: Scary, Illegal, and Disgusting !!!, Bill Polhemus
- Re: Scary, Illegal, and Disgusting !!!, Bill Polhemus
- RE: Scary, Illegal, and Disgusting !!!, John C. Jones
- Re: Scary, Illegal, and Disgusting !!!, Bill Polhemus
- online plan stamper, Andrew Kester
- RE: online plan stamper, Caldwell, Stan
- Re: Scary, Illegal, and Disgusting !!!, Scott Maxwell
- RE: online plan stamper, Meyer, Albert
- RE: Lateral Deflection of Stucco, Jim Chatterley
- RE: Scary, Illegal, and Disgusting !!!, Alden Manipula
- Pile Concreting through Bentonite Slurry, M.A.Mufti
- RE: online plan stamper, Carter, Charlie
- plywood diaphragm deflection calculation, Bruce Holcomb
- RE: online plan stamper, Scott Maxwell
- Re:PDelta, Kris Sathia
- RE: online plan stamper, Craig Leech
- RE: online plan stamper, Sherman, William
- Off/On Topic, Barry H. Welliver
- Re: Scary, Illegal, and Disgusting !!!, BCainse
- RE: Scary, Illegal, and Disgusting !!!, David L. Fisher
- RE: Scary, Illegal, and Disgusting !!!, Stuart, Matthew
- Brick Shelf Angles, Kestner, James W.
- RE: Brick Shelf Angles, Stuart, Matthew
- RE: online plan stamper, Caldwell, Stan
- Re: Brick Shelf Angles, Davis Parsons
- RE: online plan stamper, David L. Fisher
- pile foundations and soil-pile-structure interaction, Gale45man
- Scary, Keith De Lapp
- snow question, RainCat1
- RE: snow question, Scott, William N.
- Re: lateral design of row building, Raymond Shreenan
- Re: P-Delta in STAAD, Rudra Nevatia
- Re: P-Delta, mc . upadhyay
- RE: online plan stamper, Gary Hodgson & Associates
- (no subject), Timothy Allison
- plan stamping, Andrew Kester
- RE: Brick Shelf Angles, Sherman, William
- RE: sliding snow, Sherman, William
- plywood diaphragm deflection calculation, Bruce Holcomb
- Judgement Day Is Coming !!, Caldwell, Stan
- Re: Cold-formed steel connection, Nels Roselund, SE
- test, ESuk
- Non-Composite allowable loads, Joseph Grill
- Boggled Out By Load Combinations, Bill Allen
- Re: Boggled Out By Load Combinations, BCainse
- RE: Boggled Out By Load Combinations, Bill Allen
- RE: Non-Composite allowable loads, John P. Riley
- Re: Non-Composite allowable loads, Joseph Grill
- Re: Boggled Out By Load Combinations, BCainse
- CBC/LABC vs UBC RE: Seismic Maps Amendments, Eknrinc
- FW: Non-Composite allowable loads, John P. Riley
- FW: Non-Composite allowable loads, John P. Riley
- Fwd: CBC/LABC vs UBC RE: Seismic Maps Amendments, Eknrinc
- SE Review Workshops in LA & SF based on IBC & UBC, StructuralReview
- FW: Steel HP pile preferred material spec, Carter, Charlie
- RE: Steel HP pile preferred material spec, Stuart, Matthew
- Boggled Out By Load Combinations, Michael L. Hemstad
- RE: Boggled Out By Load Combinations, Bill Allen
- RE: Pool Engineers, Jim Persing
- Wood ledgers separation from concrete - thanks!, Neil Moore
- Re: FW: Steel HP pile preferred material spec, Rick Burch
- RE: (no subject), Scott, William N.
- Seismic Area Zone B, DAN NOVAK
- Raised garage slab, Mark Pemberton
- RE: Raised garage slab, Jeffrey Fertich
- Exposed brick on lintel soffit, rlewistx
- Subject: Exposed brick on lintel soffit, Daniel Murray
- RE: Raised garage slab, Dennis Wish
- Q: Does anyone know the industry standard for barrier detail?, hadiprawira djohan
- Raised Garage Floor, Robert Freeman
- RE: seaint Digest for 12 Apr 2004, Josh Plummer
- RE: Seismic Area Zone B, Dmitri Wright
- Laminated, curved stair stringer, Dmitri Wright
- Re: Exposed brick on lintel soffit, Nels Roselund, SE
- Re: Raised garage slab, Nels Roselund, SE
- Re: Seismic Area Zone B, THunt
- RE: Raised garage slab, Schwan, Martin K.
- RE: Raised garage slab, Jim Persing
- plywood diaphragm deflection calculation, AWC Info
- RE: Raised garage slab, Schwan, Martin K.
- Q: Weld QA/QC per FEMA 350, Catherine Pagni
- Re: Q: Weld QA/QC per FEMA 350, THunt
- RE: Q: Weld QA/QC per FEMA 350, Catherine Pagni
- RE: Q: Weld QA/QC per FEMA 350, Ben Yousefi
- Re: FW: Q: Weld QA/QC per FEMA 350 (oops - second try), THunt
- Boggled Out By Load Combinations, Michael L. Hemstad
- RE: NDS Equation 3.3-6 (CL), AWC Info
- Re: FW: Q: Weld QA/QC per FEMA 350, THunt
- light gage metal roof rafter connection, richard lewis
- FW: Q: Weld QA/QC per FEMA 350, Catherine Pagni
- Direct Supervision in Texas, Caldwell, Stan
- RE: Direct Supervision in Texas, Jim Persing
- Codes for Large Cranes?, THunt
- Re: Direct Supervision in Texas, Charley Hamilton
- Re: FW: Q: Weld QA/QC per FEMA 350, Rick Burch
- Re: Codes for Large Cranes?, Christopher Wright
- Components & Cladding for Wood Roof Trusses, Kestner, James W.
- RE: FW: Q: Weld QA/QC per FEMA 350, Catherine Pagni
- RE: Direct Supervision in Texas, Caldwell, Stan
- RE: Components & Cladding for Wood Roof Trusses, John C. Jones
- Re: Components & Cladding for Wood Roof Trusses, sea
- RE: Components & Cladding for Wood Roof Trusses, Matthew Stuart
- Diaphragm Design Manual - Looking for a copy, L. Pack
- RE: Diaphragm Design Manual - Looking for a copy, Stuart, Matthew
- RE: Components & Cladding for Wood Roof Trusses, Scott Maxwell
- Re: Direct Supervision in Texas, Scott Maxwell
- RE: Components & Cladding for Wood Roof Trusses, Sprague, Harold O.
- RE: Diaphragm Design Manual - Looking for a copy, Sprague, Harold O.
- RE: Diaphragm Design Manual - Looking for a copy, Scott, William N.
- RE: Components & Cladding for Wood Roof Trusses, Kestner, James W.
- RE: Diaphragm Design Manual - Looking for a copy, Stuart, Matthew
- RE: Components & Cladding for Wood Roof Trusses, Stuart, Matthew
- Re: Boggled Out By Load Combinations, Suresh Acharya
- Re: Codes for large cranes, Gale45man
- RE: Components & Cladding for Wood Roof Trusses, Sprague, Harold O.
- RE: Diaphragm Design Manual - Looking for a copy, todd hedly
- Rigid vs. Flexible Diaphragm, Bruce Holcomb
- RE: Components & Cladding for Wood Roof Trusses, Sherman, William
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- Re: Direct Supervision in Texas, Rand Holtham, P.E.
- 2001 NDS & Wood screw tapered tip length, AWC Info
- RE: Diaphragm Design Manual - Thank you for your responses, L. Pack
- RE: Components & Cladding for Wood Roof Trusses, Kestner, James W.
- Re: Direct Supervision in Texas, Scott Maxwell
- RE: Direct Supervision in Texas, Caldwell, Stan
- RE: Exposed brick on lintel soffit, Kestner, James W.
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- RE: Components & Cladding for Wood Roof Trusses, John C. Jones
- Re: Direct Supervision in Texas, Rand Holtham, P.E.
- RE: Direct Supervision in Texas, Sherman, William
- Re: Direct Supervision in Texas, Rand Holtham, P.E.
- RE: Direct Supervision in Texas, Caldwell, Stan
- RE: Direct Supervision in Texas, Sherman, William
- Re: Direct Supervision in Texas, Rand Holtham, P.E.
- RE: Direct Supervision in Texas, Caldwell, Stan
- RE: Direct Supervision in Texas, David L. Fisher
- RE: Direct Supervision in Texas, Caldwell, Stan
- Re: Direct Supervision in Texas, Rand Holtham, P.E.
- RE: Components & Cladding for Wood Roof Trusses, Keith De Lapp
- Providiing continuity around openings in timber-framed shear walls, Charley Hamilton
- Re: Providiing continuity around openings in timber-framed shear walls, Ben Yousefi
- RE: Raised garage slab - bad idea, Kevin Elbury
- RE: Providiing continuity around openings in timber-framed shear walls, Kevin Elbury
- RE: Raised garage slab, Thor Matteson, SE
- Re: Codes for large cranes, Gary Hodgson & Associates
- C & C, Andrew Kester
- California Codes, Ken E. Paquette
- Quonset Huts, Gary Hodgson & Associates
- RE: C & C, Kestner, James W.
- Re: Quonset Huts, Michael Laplante
- Re: California Codes, THunt
- Re: Quonset Huts, Christopher Wright
- Direct Supervision in Texas and WOOD TRUSSES, Rand Holtham, P.E.
- Torsion in Masonry Beam, richard lewis
- Re: Direct Supervision in Texas and WOOD TRUSSES, Christopher Wright
- Re: Direct Supervision in Texas and WOOD TRUSSES, Neil Moore
- RE: Torsion in Masonry Beam, Eric Ober
- RE: California Codes, Steve Widmayer
- Re: Providiing continuity around openings in timber-framed shear walls, Charley Hamilton
- RE: Providiing continuity around openings in timber-framed shear walls, Tom Skaggs
- Re: Direct Supervision in Texas and WOOD TRUSSES, Rand Holtham, P.E.
- Re: Direct Supervision in Texas and WOOD TRUSSES, Rand Holtham, P.E.
- Re: Providiing continuity around openings in timber-framed shear walls, Charley Hamilton
- looking for good structural engineers, joe eden
- California Codes, Ken E. Paquette
- Re: Direct Supervision in Texas and WOOD TRUSSES, Christopher Wright
- Texas PE Laws, Davis Parsons
- RE: Components & Cladding for Wood Roof Trusses, Chris Banbury
- Re: Direct Supervision in Texas and WOOD TRUSSES, Rand Holtham, P.E.
- Job Opening PE w/Aircraft Hanger Experience, Rangaswamy, Aswin
- RE: Rigid vs. Flexible Diaphragm, G M
- RE: RC structures detailing manual, Carlos Avila
- A307 Bolts Shear Strength, Matthew W. Roberts
- Re: Providiing continuity around openings in timber-framed shear walls, chuck utzman
- Re: California Codes, BCainse
- RE: Providiing continuity around openings in timber-framed shear walls, Kevin Elbury
- RE: A307 Bolts Shear Strength, Carter, Charlie
- RE: Components & Cladding for Wood Roof Trusses, Thor Matteson, SE
- RC structures detailing manual, Carlos Avila
- Re: RC structures detailing manual, Aldo Gonzales
- RE: Components & Cladding for Wood Roof Trusses, Chris Banbury
- Re: C & C, Gary Hodgson & Associates
- Re: Quonset Huts, Paul Ransom
- misc., Andrew Kester
- RE: RC structures detailing manual, Sherman, William
- RE: Providiing continuity around openings in timber-framed shear walls, Thor Matteson, SE
- RE: CA hospital equipment anchorage, Matthew Jordan
- RE: Components & Cladding for Wood Roof Trusses, Christopher Wright
- RE: CA hospital equipment anchorage, THunt
- Re: Torsion in Masonry Beam, richard lewis
- Re: Direct Supervision in Texas and WOOD TRUSSES, Christopher Wright
- Texas Engineer, GSKWY
- Re: Raised garage slab - bad idea, chuck utzman
- RE: Boggled Out By Load Combinations, Bill Allen
- RE: Torsion in Masonry Beam, Kestner, James W.
- Re: Texas Engineer, Bill Polhemus
- PML Study in SoCal, Bill Allen
- Re: C & C, Rand Holtham, P.E.
- Re: Providiing continuity around openings in timber-framed shear walls, Charley Hamilton
- RE: Components & Cladding for Wood Roof Trusses, Joe Grill
- Re: Diaphragm Design Manual - Looking for a copy, ARVIND BISARYA
- Quonset Huts to Barrel Roofs (An Update), Gary Hodgson & Associates
- RE: Components & Cladding for Wood Roof Trusses, John C. Jones
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- 1930 Baltic Lookout Tower relocation project, Neil Moore
- RE: Laminated, curved stair stringer, Casey K. Hemmatyar
- RE: Laminated, curved stair stringer, Joe Grill
- RC structures detailing manual, Michael L. Hemstad
- Laterally Load Piles - Analysis Program, Catherine Pagni
- Re: Laterally Load Piles - Analysis Program, Rlabbe
- Re: Laterally Load Piles - Analysis Program, DA
- Re: Rigid vs. Flexible Diaphragm, Stanley E Scholl
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- Foundation Connection, Michael L. Hemstad
- Slab edge design for high loads, Jim Wilson
- Re: Foundation Connection, THunt
- RE: Laterally Load Piles - Analysis Program - Thank you, Catherine Pagni
- Simpson MBHA - Install at end of Block w/o Epoxy?, Bill Allen
- RE: Rigid vs. Flexible Diaphragm, G M
- Revised Florida Building Code, Andrew Kester
- RE: Rigid vs. Flexible Diaphragm, Paul Crocker
- RE: Revised Florida Building Code, Craig Leech
- RE: Rigid vs. Flexible Diaphragm, Joe Grill
- Re: Laterally Load Piles - Analysis Program, TBCoull
- ASCE 7-02 Section 9.5.2.7.1 Special Seismic Load, utej
- Re: Simpson MBHA - Install at end of Block w/o Epoxy?, Steven
- Slope Hill Foundation, ken kirkland
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- Re: Slab edge design for high loads, Jim Getaz
- dynamic of prestressed, labanlie
- RE: Foundation Connection, Mark Gilligan
- retaining wall seismic design, YI
- soils pressure, Joe Grill
- RE: Concrete Flat Work, Huffman, Sharlie TRAN:EX
- RE: retaining wall seismic design, Sherman, William
- RE: retaining wall seismic design, Sherman, William
- Re: soils pressure, hadiprawira djohan
- RE: soils pressure, Joe Grill
- Re: Press Release - CTBUH Cofirms "World's Tallest", Rbengrguy
- Components and cladding pressures on roof of open buildiing, Rick Burch
- RE: soils pressure, John P. Riley
- LRFD Beam Tables, Jim Wilson
- FW: soils pressure, Jesus Gomez
- Re: soils pressure, BCainse
- Re: soils pressure, BCainse
- Negative Pressure for the Concrete Foundation, Doshi_Arnik
- RE: soils pressure, Gary Hodgson & Associates
- Re: soils pressure, Joseph Grill
- RE: Negative Pressure for the Concrete Foundation, Sherman, William
- RE: Components and cladding pressures on roof of open buildiing, Sherman, William
- C + C wind on open bldgs, Andrew Kester
- RE: soils pressure, Joe Grill
- RE: Negative Pressure for the Concrete Foundation, Kevin Elbury
- Re: C + C wind on open bldgs, Bill Polhemus
- Re: C + C wind on open bldgs, GSKWY
- Re: dynamic of prestressed, Paul Crocker
- Question regarding seismic joints, Benjamin Cornelius
- Steel embedded in concrete, richard lewis
- Re: soils pressure, Paul Feather
- We can't eat compliments, Dennis Wish
- subsribe, Daniel Gelinas
- RE: soils pressure, Joe Grill
- RE: soils pressure, Bill Allen
- masonry market study, David Merrick
- Re: Question regarding seismic joints, Ben Yousefi
- RE: soils pressure, Seth W. Cutler
- Re: soils pressure, Shapton & Partners
- RE: soils pressure, Neil Moore
- Thor Matteson: Email, Thor Tandy
- Re: soils pressure, Jnapd
- RE: soils pressure, Seth W. Cutler
- [TO] Was: soils pressure, Christopher Wright
- RE: soils pressure, Ken McClure
- Re: Question regarding seismic joints, Benjamin Cornelius
- Re: Question regarding seismic joints, Ben Yousefi
- Banning California - One Story In-fill Frame retrofit - need engineer, Dennis Wish
- Re: soils pressure, Joseph Grill
- RE: soils pressure, John P. Riley
- Re: [TO] Was: soils pressure, Jnapd
- RE: Question regarding seismic joints, Mark Gilligan
- Invitation to ETABS2000 discussion group, hosein
- RE: messages..., Jason W. Kilgore
- FW: soils pressure, Jesus Gomez
- Re: messages..., Rand Holtham, P.E.
- RE: messages..., Jason W. Kilgore
- Test, Scott Maxwell
- Bolt tightening testing co. in Phila. area, Ken Peoples
- RE: Bolt tightening testing co. in Phila. area, Sprague, Harold O.
- Re: Question regarding seismic joints, Benjamin Cornelius
- RE: Question regarding seismic joints, Benjamin Cornelius
- 2003 IBC design example manuals, Dennis Pradere
- Re: Question regarding seismic joints, Paul Feather
- Re: Invitation to ETABS2000 discussion group, Aswin Rangaswamy
- Geofoam backfill for retaining walls, YI
- RE: soils pressure, Joe Grill
- RE: Geofoam backfill for retaining walls, Brian M. Spencer
- Re: Geofoam backfill for retaining walls, Shapton & Partners
- Re: soils pressure, Rand Holtham, P.E.
- Re: soils pressure, Jnapd
- Re: soils pressure, Shapton & Partners
- Re: soils pressure, Shapton & Partners
- Re: soils pressure, Rand Holtham, P.E.
- Re: Question regarding seismic joints, Jnapd
- Re: soils pressure, BCainse
- Re: soils pressure, BCainse
- RE: soils pressure, Sherman, William
- Lateral water pressures on walls, Malik, Javed B.
- RE: soils pressure, Joe Grill
- RE: soils pressure, Robert Rogers
- RE: soils pressure, Joe Grill
- Re: soils pressure, Rand Holtham, P.E.
- Re: soils pressure, Shapton & Partners
- Stan Caldwell Appointed to State Committee, Caldwell, Stan
- RE: soils pressure, Joe Grill
- RE: Lateral water pressures on walls, Jason W. Kilgore
- Re: soils pressure, Jnapd
- RE: soils pressure, Jason W. Kilgore
- Fire Damage Repair, Oshin Tosounian
- RE: soils pressure, Joe Grill
- Re: soils pressure, Bruce Pooley
- Fire damage repairs, Robert Freeman
- Re: soils pressure, Jnapd
- Torsion in steel stair channels, DSmith7367
- RE: Fire damage repairs, Oshin Tosounian
- RE: soils pressure, John P. Riley
- Re: soils pressure, Joseph Grill
- RE: soils pressure, John P. Riley
- RE: Lateral water pressures on walls, John P. Riley
- RE: Torsion in steel stair channels, John P. Riley
- RE: Torsion in steel stair channels, Bill Allen
- RE: soils pressure, Jason W. Kilgore
- FW: soils pressure, Jesus Gomez
- RE: Question regarding seismic joints, Gary Hodgson & Associates
- Re: Invitation to ETABS2000 discussion group, hosein
- Fire Damage repairs, Robert Freeman
- Re: Torsion in Masonry Beam, ASQENGG2
- RE: Fire Damage repairs, Oshin Tosounian
- Offset Shearwalls, IRV FRUCHTMAN
- Re: Fire Damage repairs, Nels Roselund, SE
- Re: Torsion in Masonry Beam, Nels Roselund, SE
- Re: Torsion in Masonry Beam, Scott Maxwell
- Re: Fire Damage repairs, Mark Gilligan
- Re: Fire Damage repairs, Nels Roselund, SE
- RE: Fire Damage repairs, Oshin Tosounian
- RE: Offset Shearwalls, Dennis Wish
- CMU wall grout lift height, Will H
- Re: Offset Shearwalls, sea
- CMU wall grout lift height, Daniel Murray
- Torsion on steel stairs, DSmith7367
- Wind on Small Signs, Chad Van Kampen
- Steel embedded in concrete, Michael L. Hemstad
- RE: CMU wall grout lift height, Will H
- RE: CMU wall grout lift height, Don
- RE: Wind on Small Signs, Jason W. Kilgore
- Re: soils pressure, Rand Holtham, P.E.
- Surface Discoloration on Concrete Slabs, GSKWY
- Re: Offset Shearwalls, Jnapd
- RE: Offset Shearwalls, Bill Allen
- Re: soils pressure, Rand Holtham, P.E.
- misc. thoughts, Andrew Kester
- FW: soils pressure, Jesus Gomez
- Non-Prestressed Bent Strand, Wontae Kim
- Pullout Strength of Non-Pestressed Bent Strands (shown better), Wontae Kim
- NCEES Structural II / California SE exam References, YI
- Re: misc. thoughts Basement Walls, Nels Roselund, SE
- RE: NCEES Structural II / California SE exam References, Jason W. Kilgore
- RE: Offset Shearwalls, G M
- Re: Offset Shearwalls, G M
- Re: NCEES Structural II / California SE exam References old codes, Shapton & Partners
- RE: NCEES Structural II / California SE exam References old codes, Jason W. Kilgore
- Re: Offset Shearwalls, Jnapd
- RE: NCEES Structural II / California SE exam References old codes, YI
- RE: NCEES Structural II / California SE exam References old codes, Ben Yousefi
- Fw: RE: NCEES Structural II / California SE exam References old codes, Desi Kiss
- RE: Offset Shearwalls, Dennis Wish
- RE: NCEES Structural II / California SE exam References oldcodes, Paul Crocker
- RE: Rigid vs. Flexible Diaphragm, G M
- 2003 IRC Brace wall lines, Joe Grill
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- RE: 2003 IRC Brace wall lines, Schwan, Martin K.
- RE: Rigid vs. Flexible Diaphragm, Oshin Tosounian
- Re: 2003 IRC Brace wall lines, Joseph Grill
- Re: Rigid vs. Flexible Diaphragm, Stanley E Scholl
- Steel Detailing Charges, Mark Gilligan
- Re: Steel Detailing Charges, Gary Hodgson & Associates
- Anchor Bolt Embedments for Ordinary Moment Frame, Meyer, Jonathan
- Cambered Slabs, GSKWY
- RE: Anchor Bolt Embedments for Ordinary Moment Frame, Andy Heigley
- RE: Steel Detailing Charges, Carter, Charlie
- RE: Steel Detailing Charges, Ralph Benson
- CMU consolidation, Andrew Kester
- Re: Steel Detailing Charges, JLand(--nospam--at)affiliatedmetal.com
- RE: Cambered Slabs, David Fisher
- Re: Steel Detailing Charges, Paul Feather
- Re: Steel Detailing Charges, JLand(--nospam--at)affiliatedmetal.com
- RE: Anchor Bolt Embedments for Ordinary Moment Frame, Mark Gilligan
- Re: misc. thoughts, Domenic DeAngelo
- Re: Steel Detailing Charges, Paul Feather
- RE: Steel Detailing Charges, Bill Allen
- Re: Steel Detailing Charges, Mark Gilligan
- RE: Steel Detailing Charges, Jason W. Kilgore
- Re: Steel Detailing Charges, Mark Gilligan
- Re: Cambered Slabs, GSKWY
- RE: Steel Detailing Charges, Ralph Benson
- RE: Steel Detailing Charges, Brian M. Spencer
- RE: Steel Detailing Charges, Jason W. Kilgore
- RE: Steel Detailing Charges, Brian M. Spencer
- Re: Cambered Slabs, Jim Wilson
- Re: Rigid vs. Flexible Diaphragm, Rand Holtham, P.E.
- RE: Steel Detailing Charges, Bill Allen
- Re: Steel Detailing Charges, Rand Holtham, P.E.
- Site classification - IBC, John C. Jones
- I need some feedback on Multi-Lat(tm) and opinions on some ideas I have. Please read if you do wood design Wind and/or Seismic., Dennis Wish
- RE: 2003 IRC Brace wall lines, Dennis Wish
- Site classification - IBC, John C. Jones
- RE: Steel Detailing Charges, Don
- SJ145, Brian K. Smith
- Re: SJ145, THunt
- RE: SJ145, Keith Pabst
- ACI A7.7.3??, Jesus Gomez
- RE: SJ145, Brian K. Smith
- RE: ACI A7.7.3??, Meyer, Albert
- RE: SJ145, Brian K. Smith
- Millau Viaduct, Caldwell, Stan
- Cold formed framing - wood panel horizontal diaphragm design values?, Haan, Scott M.
- RE: Cold formed framing - wood panel horizontal diaphragm design values?, Joe Grill
- Re: Cold Formed Framing - wood panel horizontal diaphragm design values?, Gale45man
- RE: Cold Formed Framing - wood panel horizontal diaphragm design values?, Joe Grill
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- a job opportunity at AISC, Carter, Charlie
- RE: Cold Formed Framing - wood panel horizontal diaphragm design values?, Dennis Wish
- RE: Millau Viaduct, John P. Riley
- RE: Millau Viaduct, Scott Maxwell
- RE: Rigid vs. Flexible Diaphragm, Oshin Tosounian
- Concrete Chutzpa, IRV FRUCHTMAN
- Re: Concrete Chutzpa, Bill Polhemus
- Marking Shop Drawings, Gupta
- RE: seaint Digest for 28 Apr 2004, Rick Stone
- Concrete Chutzpa, John P. Riley
- Re: Site classification - IBC, THunt
- RE: Site classification - IBC, Jason W. Kilgore
- Ray Pugliesi/Degenkolb is out of the office on vacation, returning 6/2/04., pugliesi
- RE: Ray Pugliesi/Degenkolb is out of the office on vacation, returning 6/2/04., Joe Grill
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- Re: Rigid vs. Flexible Diaphragm, Jnapd
- RE: Site classification - IBC, John C. Jones
- RE: Site classification - IBC, Jason W. Kilgore
- RE: Site classification - IBC, John C. Jones
- 1 1/8" sht'g. diaphragm values, Mark D. Baker
- RE: Site classification - IBC, Sherman, William
- RE: Site classification - IBC, John C. Jones
- RE: 1 1/8" sht'g. diaphragm values, Tom Skaggs
- RE: 1 1/8" sht'g. diaphragm values, Brian K. Smith
- Q: Effect of Jacking on Concrete Beam, Bill Polhemus
- RE: 1 1/8" sht'g. diaphragm values, Tom Skaggs
- Re: Rigid vs. Flexible Diaphragm, G M
- RE: Site classification - IBC, THunt
- Los Angeles County Building Code, Heide Hooks
- Re: Site classification - IBC, Drew Morris
- Q: Effect of Jacking on Concrete Beam, Bill Polhemus
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- RE: Site classification - IBC, John C. Jones
- Re: Rigid vs. Flexible Diaphragm, Rand Holtham, P.E.
- Garage load on composite deck + concrete, Joe Grill
- Re: Site classification - IBC, Rick Burch
- RE: Rigid vs. Flexible Diaphragm, Oshin Tosounian
- CMU Site Wall using 2001CBC, Molly Skinner
- FW: ACI A7.7.3??, Jesus Gomez
- RE: CMU Site Wall using 2001CBC, Sherman, William
- Re: Thanks :), Hemstad.ml
- RE: Garage load on composite deck + concrete, Michael Bryson
- Out-of-plane wind - king stud design, Gale45man
- RE: Site classification - IBC, Sherman, William
- Re: Los Angeles County Building Code, Scott Maxwell
- RE: Site classification - IBC, John C. Jones
- RE: Garage load on composite deck + concrete, John P. Riley
- Re: Site classification - IBC, Rick Burch
- RE: Los Angeles County Building Code, Michael Bryson
- RE: CMU Site Wall using 2001CBC, Henry Fairbairn
- Re: Garage load on composite deck + concrete, Glen Pappas
- 2002 AISC Seismic Provisions - Weld metal CVN testing, Gale45man
- RE: Los Angeles County Building Code, Steve Widmayer
- RE: CMU Site Wall using 2001CBC, Michael Bryson
- Re: Garage load on composite deck + concrete, Joseph Grill
- RE: Garage load on composite deck + concrete, Paul Blomberg
- RE: CMU Site Wall using 2001CBC, Sherman, William
- RE: Garage load on composite deck + concrete, Kevin Elbury
- Re: CMU Site Wall using 2001CBC, Nels Roselund, SE
- RE: Los Angeles County Building Code, Scott Maxwell
- RE: Millau Viaduct, John Sieszycki
- Re: Garage load on composite deck + concrete, Joseph Grill
- RE: Garage load on composite deck + concrete, John P. Riley
- RE: CMU Site Wall using 2001CBC, Michael Bryson
- RE: Rigid vs. Flexible Diaphragm, G M
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- ACI documents for public comment, Scott Maxwell
- Slump Block, Thor Matteson, SE
- Wet Concrete Lateral Pressure, Joseph Grill
- RE: 2002 AISC Seismic Provisions - Weld metal CVN testing, Bob Shaw
- RE: Site classification - IBC, Sherman, William
- RE: Wet Concrete Lateral Pressure, Kevin Elbury
- Re: Wet Concrete Lateral Pressure, Joseph Grill
- Re: Slump Block, Joseph Grill
- RE: Rigid vs. Flexible Diaphragm, Dennis Wish
- Halsteel - Tracker Nails, Dennis Wish
- Re: CMU Site Wall using 2001CBC, Nels Roselund, SE
- RE: Garage load on composite deck + concrete, Sprague, Harold O.
- RE: Site classification - IBC, Adam Vakiener
- Chemical Resistant Concrete Coating, GSKWY
- RE: [Light_framing] Halsteel - Tracker Nails, Tom Skaggs
- Re: Chemical Resistant Concrete Coating, Rlabbe
- Re: Chemical Resistant Concrete Coating, GSKWY
- Trackers, Dennis Wish
- Old Rebar Spec, Nuttall, Davin J.
- Steel Terminology, GSKWY
- Re: Old Rebar Spec, THunt
- RE: Steel Terminology, Wesley Werner
- Re: Old Rebar Spec, TJ_Fu
- RE: Steel Terminology, Brian M. Spencer
- Primavera Viewer - Off Topic, THunt
- Re: Steel Terminology, Mlcse
- RE: Old Rebar Spec, Sprague, Harold O.
- RE: [Light_framing] Halsteel - Tracker Nails, Dennis Wish
- RE: Steel Terminology, Sprague, Harold O.
- Re: Steel Terminology, GSKWY
- Re: Steel Terminology, Scott Maxwell
- RE: [Light_framing] Halsteel - Tracker Nails, Schwan, Martin K.
- structural observation - history?, da
- Re: structural observation - history?, Paul Feather
- Re: Steel Terminology, Mlcse
- Square Steel Tube Column Got Damaged, Sam Chang
- Square Steel Tube Column Got Damaged, Sam Chang
- Square Steel Tube Column Got Deflected/Damaged, Sam Chang
- Square Steel Tube Column Got Deflected/Damaged, Sam Chang
- RE: Out-of-plane wind - king stud design, Dennis Wish
- Re: structural observation - history?, Gary Hodgson & Associates
- Modeling the subgrade modulus in Staad, GSKWY
- RE: Modeling the subgrade modulus in Staad, Craig Leech
- RE: Modeling the subgrade modulus in Staad, Robert Rogers
- RE: Modeling the subgrade modulus in Staad, John Whitty
- Re: Modeling the subgrade modulus in Staad, ARVIND BISARYA
- Pile Cap Design, Byron Benson
- RE: Square Steel Tube Column Got Deflected/Damaged, Mark Gilligan
- Re: Square Steel Tube Column Got Deflected/Damaged, Nels Roselund, SE
- Re: structural observation - history?, Jnapd
- RE: structural observation - history?, Michael Bryson
- RE: Steel Terminology, Sprague, Harold O.
- Re: Modeling the subgrade modulus in Staad, Christopher Wright
- RE: Steel Terminology, Scott Maxwell
- Special inspection abuses, was (structural observation - history?), Ben Yousefi
- RE: Square Steel Tube Column Got Deflected/Damaged, Sprague, Harold O.
- Re: Steel Terminology, Mlcse
- RE: Modeling the subgrade modulus in Staad, Robert Rogers
- ACEC - Colorado Springs, John C. Jones
- seismic pressures on basement walls for single families - does the code require?, Haan, Scott M.
- RE: Modeling the subgrade modulus in Staad, Christopher Wright
- RE: Special inspection abuses, was (structural observation - hist ory?), Oshin Tosounian
- RE: Special inspection abuses, was (structural observation - history?), David Fisher
- RE: Pile Cap Design, Casey Hemmatyar
- seismic pressures on basement walls for single families - does the code require?, Haan, Scott M.
- Pile Cap Design, John P. Riley
- Re: Pile Cap Design, Rudra Nevatia
- Re: Pile Cap Design, Himat Solanki
- plan stamping website, Andrew Kester
- RE: plan stamping website, Brian M. Spencer
- Re: plan stamping website, GSKWY
- Modeling a subgrade, GSKWY
- Re: plan stamping website, Scott Maxwell
- Re: Modeling a subgrade, THunt
- Re: Pile Cap Design, Padmanabhan Rajendran
- Re: Modeling a subgrade, Padmanabhan Rajendran
- Re: Pile Cap Design, Himat Solanki
- RE: Pile Cap Design, John P. Riley
- RE: Rigid vs. Flexible Diaphragm, G M
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- RE: plan stamping website, Huffman, Sharlie TRAN:EX
- RE: plan stamping website, Stuart, Matthew
- Re: plan stamping website, Paul Feather
- RE: plan stamping website, Scott, William N.
- Re: plan stamping website, Scott Maxwell
- RE: plan stamping website, Huffman, Sharlie TRAN:EX
- RE: plan stamping website, Huffman, Sharlie TRAN:EX
- RE: plan stamping website, Ken McClure
- RE: plan stamping website, Scott Maxwell
- RE: plan stamping website, Ken McClure
- RE: plan stamping website, Scott Maxwell
- concrete pier / rock excavation, Jason W. Kilgore
- photos of EQ damage, Casano, Karen
- eave blocking in high wind and seismic zones, Schwan, Martin K.
- W Shape Field Cope, CanitzCF
- Pushover, Carlos Avila
- ASCE 7-02, Table 6-3, Tom Higgins
- Re: Pile Cap Design, Jim Hannah
- RE: Square Steel Tube Column Got Deflected/Damaged, Will H
- RE: Rigid vs. Flexible Diaphragm, G M
- RE: Square Steel Tube Column Got Deflected/Damaged, Sam Chang
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- feet inch calculator, rupali-iit
- Re: Rigid vs. Flexible Diaphragm, Mlcse
- Joints in Slab on Grade, Mike Zaitz
- RE: Pushover, Jason W. Kilgore
- RE: plan stamping website, Gary Hodgson & Associates
- RE: plan stamping website, Gary Hodgson & Associates
- RE: plan stamping website, Gary Hodgson & Associates
- Roof diaphragrm with concrete fill, DSmith7367
- Snow Load in CS areas, Jim Wilson
- Re: Modeling a subgrade, GSKWY
- RE: Snow Load in CS areas, Kestner, James W.
- RE: plan stamping website, Jason W. Kilgore
- RE: Snow Load in CS areas, Stuart, Matthew
- Re: ASCE 7-02, Table 6-3, Jason Emoto
- Re: Joints in Slab on Grade, GSKWY
- RE: Square Steel Tube Column Got Deflected/Damaged, Will H
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- RE: Message Notify, Hemstad.ml
- RE: W Shape Field Cope, Jason W. Kilgore
- blocking at eaves, Andrew Kester
- Re: Message Notify, DSmith7367
- Re: licensing "boards" (was: plan stamping website), Paul Ransom
- RE: plan stamping website, Scott Maxwell
- Re: Ontario licensing (was plan stamping website), Paul Ransom
- OT: PDA Recommendations?, Gary Hodgson & Associates
- RE: feet inch calculator, Caldwell, Stan
- Re: Rigid vs. Flexible Diaphragm, Stanley E Scholl
- RE: NCSEA On-line Survey, John C. Jones
- RE: feet inch calculator, Dickey, David
- NCSEA On-line Survey, Caldwell, Stan
- Jib Cranes, James Cohen
- RE: W Shape Field Cope, Carter, Charlie
- RE: feet inch calculator, Dean Briggs
- Re: OT: PDA Recommendations?, Scott Maxwell
- Re: Jib Cranes, Christopher Wright
- Re: OT: PDA Recommendations? (long), Charley Hamilton
- RE: Pushover, Christopher Wright
- RE: PDA Recommendations?, Bill Allen
- RE: photos of EQ damage, Dickey, David
- Gable Roof Open Structure, richard lewis
- Re: OT: PDA Recommendations?, struct
- RE: feet inch calculator, Padmanabhan Rajendran
- Modeling a subgrade, GSKWY
- Re: Snow Load in CS areas, Neil Moore
- RE: Pushover, Michael Bryson
- Re: roof diaphragm with concrete fill, Gale45man
- Re: discontinuous roof diaphragm at ridge, Gale45man
- Re: Jib Cranes, Walt Sawruk
- Re: blocking at eaves..Roof diaphragm, Rand Holtham, P.E.
- Re: Jib Cranes, desi j kiss
- Re: feet inch calculator, Rand Holtham, P.E.
- RE: PDA Recommendations?, Caldwell, Stan
- Tube shape LRFD design, richard lewis
- Re: feet inch calculator, Padmanabhan Rajendran
- Re: Rigid vs. Flexible Diaphragm, Mlcse
- RE: feet inch calculator, John P. Riley
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- Re: Tube shape LRFD design, Charley Hamilton
- Re: Tube shape LRFD design, Davis Parsons
- RE:eave blocking in high wind and seismic zones, Dmitri Wright
- Ron Reagan was a Democrat - residential basement walls for seismic pressures?, Haan, Scott M.
- RE: Tube shape LRFD design, Carter, Charlie
- RE: Pushover, Christopher Wright
- Re: eave blocking in high wind and seismic zones, Thor Matteson, SE
- Re: Gable Roof Open Structure, Rlabbe
- Re: Ron Reagan was a Democrat - residential basement walls for seismic pressures?, Jordan Truesdell, PE
- wood diaphragm, Andrew Kester
- RE: Prefab metal roof trusses???, Jason W. Kilgore
- RE: Prefab metal roof trusses???, Jason W. Kilgore
- Re: wood diaphragm, Rand Holtham, P.E.
- Special inspection abuses, was (structural observation -history?), Michael L. Hemstad
- Re: Jib Cranes, Gary Hodgson & Associates
- Re: structural observation - it is not optional, Suresh Acharya
- Re: Special inspection abuses, was (structural observation -history?), Ben Yousefi
- Re: Special inspection abuses, was (structural observation - history?), Suresh Acharya
- RE: concrete pier / rock excavation, Jesus Gomez
- RE: Modeling a subgrade, Jesus Gomez
- Re: Special inspection abuses, was (structural observation-history?), Paul Feather
- Re: eave blocking in high wind and seismic zones, Paul Crocker
- RE: concrete pier / rock excavation, Jason W. Kilgore
- Different concrete strengths for columns and floor system, MAM
- Ground Snow Load for Case Specific Zones?, Daniel Boltz
- RE: Ground Snow Load for Case Specific Zones?, Sherman, William
- Allowable shear capacity of nails, utej
- Re: Different concrete strengths for columns and floor system, Paul Feather
- Re: Allowable shear capacity of nails, Charley Hamilton
- Re: Special inspection abuses, was (structural observation - history?), Jnapd
- RE: concrete pier / rock excavation, Jesus Gomez
- Re: Different concrete strengths for columns and floor system, Clifford Schwinger
- RE: Ron Reagan was a Democrat - residential basement walls for seismic pressures?, Haan, Scott M.
- RE: Ron Reagan was a Democrat - residential basement walls for seismic pressures, G M
- Re: Jib Cranes, Jim Hannah
- Re: Special inspection abuses, was (structural observation -history?), Mark Gilligan
- Re: Special inspection abuses, was (structural observation - history?), Gary Hodgson & Associates
- Re: Site classification - IBC and, Chris Lillback
- Road Sign Support Structure, savksa savksa
- Re: Pushover, Rudra Nevatia
- FEA slab analysis, Mark Spivak
- Re: FEA slab analysis, Ascent Consulting Engineers
- Type I/II, GSKWY
- RE: Different concrete strengths for columns and floor system, Byron Benson
- Re: Pushover, Christopher Wright
- Re: Jib Cranes, James Cohen
- Re: Jib Cranes, Christopher Wright
- Re: FEA slab analysis, Christopher Wright
- Re: Pushover, Rudra Nevatia
- Re: Special inspection abuses, was (structural observation-history?), Ben Yousefi
- Re: Pushover, Christopher Wright
- Hardwood Decking, Robert Shmerling
- Re: Road Sign Support Structure, L. Pack
- Latest Building Seismic Codes, refugio rochin
- Re: Pushover, Charley Hamilton
- Re: Latest Building Seismic Codes, Scott Maxwell
- Military Loads, Jason W. Kilgore
- Re: Special inspection abuses, was (structuralobservation-history?), Paul Feather
- Re: Rigid vs. Flexible Diaphragm, G M
- Re: Rigid vs. Flexible Diaphragm, Mlcse
- RE: Latest Building Seismic Codes, Jake Watson
- Re: Special inspection abuses, was (structuralobservation-history?), Mark Gilligan
- Re: Special inspection abuses, was (structuralobservation-history?), Mark Gilligan
- Re: Special inspection abuses, was (structuralobservation-history?), Mlcse
- RE: Latest Building Seismic Codes, Scott Maxwell
- Re: Pushover, Rudra Nevatia
- Re: Latest Building Seismic Codes, GSKWY
- RE: Road Sign Support Structure, DAN NOVAK
- RE: Military Loads, Jason W. Kilgore
- Re: Military Loads, Charley Hamilton
- RE: Military Loads, Jason W. Kilgore
- RE: Re: Pushover, "두청수"
- FW: Notice to Candidates of the SE Exam, Molly Skinner
- flanged reinforced masonry shear walls ACI vs FEMA, Gale45man
- DESIGN OF TELECOMUNICATION TOWER, luqman
- Re: DESIGN OF TELECOMUNICATION TOWER, Christopher Wright
- Shearwall Blocking Requirements for Metal Studs w/ a Plywood Diaphragm..., Daniel Boltz
- Re: FW: Notice to Candidates of the SE Exam, StructuralReview
- RE: Incoming Msg, Hemstad.ml
- Re: FW: Notice to Candidates of the SE Exam, GSKWY
- Re: FW: Notice to Candidates of the SE Exam, Scott Maxwell
- RE: Notice to Candidates of the SE Exam, Bill Allen
- RE: Notice to Candidates of the SE Exam, Ben Yousefi
- Re: Shearwall Blocking Requirements for Metal Studs w/ a Plywood Diaphragm..., Jnapd
- RE: Shearwall Blocking Requirements for Metal Studs w/ a Plywood Diaphragm..., Keith De Lapp
- RE: Notice to Candidates of the SE Exam, Bill Allen
- Re: Document, Hemstad.ml
- RE: Shearwall Blocking Requirements for, Roger Turk
- RE: Shearwall Blocking Requirements for, Tom Skaggs
- photo of hospitals, Leslie
- Re: Military Loads, Charley Hamilton
- Re: photo of hospitals, Charley Hamilton
- Federal Cement Tiles, Michael L. Hemstad
- Re: Notice to Candidates of the SE Exam, Aswin Rangaswamy
- RE: Notice to Candidates of the SE Exam, Scott Maxwell
- RE: Question @ Army TM for military wheel loads-from SEAOC listserver, Jason W. Kilgore
- RE: Notice to Candidates of the SE Exam, Bill Allen
- RE: OT: PDA Recommendations? (long), Dennis Wish
- building codes, Mark Spivak
- 2- way post tension slab, AM
- Re: building codes, Charley Hamilton
- fea, da
- Re: building codes, Scott Maxwell
- RE: Notice to Candidates of the SE Exam, Scott Maxwell
- Re: 2- way post tension slab, Simon
- Re: DESIGN OF TELECOMUNICATION TOWER, luqman
- Fw: DESIGN OF TELECOMUNICATION TOWER, luqman
- RE: Shearwall Blocking Requirements for, Andy Richardson
- Re: building codes, Gary Hodgson & Associates
- Re: DESIGN OF TELECOMUNICATION TOWER, Charley Hamilton
- Diaphram Ratio, Wesley Werner
- Paris, France building code, Jordan Truesdell, PE
- Chain Link loads, JLand(--nospam--at)affiliatedmetal.com
- Re: Chain Link loads, Jordan Truesdell, PE
- Re: DESIGN OF TELECOMUNICATION TOWER, Neil Moore
- RE: DESIGN OF TELECOMMUNICATION TOWER, Durbin, Andy
- RE: building codes, Carter, Charlie
- Re: Question @ Army TM for military wheel loads-from SEAOC listserver, Bill Polhemus
- RE: building codes, Jason W. Kilgore
- Re: Paris, France building code, James Cohen
- Re: Diaphram Ratio, Jim Wilson
- Hardwood Decking, AWC Info
- Allowable shear capacity of nails, AWC Info
- Re: building codes, Paul Feather
- Re: Paris, France building code, Jordan Truesdell, PE
- Seismic Piping Question, Brian S Bossley
- Re: DESIGN OF TELECOMUNICATION TOWER, Christopher Wright
- Re: Chain Link loads, Christopher Wright
- Re: building codes, GSKWY
- RE: 2- way post tension slab, AM
- FW: Paris, France building code, Carter, Charlie
- Re: building codes, Scott Maxwell
- RE: building codes, Scott Maxwell
- Re: building codes, Scott Maxwell
- Re: Paris, France building code, Charley Hamilton
- m-values for shear-friction and anchorage to concrete, Gale45man
- metal stud blocking, Andrew Kester
- RE: building codes, John P. Riley
- Concentrated load on composite deck, Joe Grill
- Re: metal stud blocking, Rand Holtham, P.E.
- HEC-RAS 3.0, Troy Madlem
- Re: building codes, Bill Polhemus
- Which Make is this Hold-down?, Sam Chang
- Re: building codes, GSKWY
- RE: building codes, Craig Leech
- Re: building codes, Scott Maxwell
- building codes, John P. Riley
- Re: building codes, Scott Maxwell
- Site classifications in Colorado, Bruce Holcomb
- Relative Stiffness of Wood Shearwalls, Dennis Wish
- AutoCad ADT 2005, Dennis Wish
- Re: Relative Stiffness of Wood Shearwalls, Paul Crocker
- Re: Relative Stiffness of Wood Shearwalls, Paul Crocker
- Emisor de respuesta automática: Re: photo of hospitals, Leslie
- Re: Relative Stiffness of Wood Shearwalls, Stanley E Scholl
- Re: m-values for shear-friction and anchorage to concrete, Sam Chang
- Re: Rigid vs. Flexible Diaphragm, Stanley E Scholl
- Fwd: Which Make is this Hold-down?, Szuchuan Chang
- HEAVING DUE TO CAUSTIC SODA IN FOUNDATION SOIL, dileep Kulkarni
- wind loads for small windows, Ken McDowell
- Re: wind loads for small windows, Jordan Truesdell, PE
- DRAIN-2DX:Modelling of an RCC building, B V S
- Re: DRAIN-2DX:Modelling of an RCC building, Neil Moore
- Re: wind loads for small windows, Scott Maxwell
- Re: DRAIN-2DX:Modelling of an RCC building, Christopher Wright
- FW: 2- way post tension slab, Armando Valdos
- Re: FW: 2- way post tension slab, GSKWY
- RE: FW: 2- way post tension slab, A Miraftab
- RE: FW: 2- way post tension slab, Gil Brock
- RE: wind loads for small windows, A Miraftab
- Re: wind loads for small windows, Jordan Truesdell, PE
- RE: FW: 2- way post tension slab, A Miraftab
- Sound barrier foundation, Javier Encinas
- RE: FW: 2- way post tension slab, Gil Brock
- Re: Sound barrier foundation, Jordan Truesdell, PE
- RE: FW: 2- way post tension slab, A Miraftab
- RE: FW: 2- way post tension slab, Gil Brock
- RE: Sound barrier foundation, Jason W. Kilgore
- Re: building codes, GSKWY
- Re: building codes, Bill Polhemus
- Re: building codes, Paul Crocker
- RE: building codes, David Fisher
- RE: Seismic Piping Question, Brian S Bossley
- RE: Seismic Piping Question, Scott Maxwell
- Re: building codes - Massachusetts, Jim Wilson
- Re: building codes, Christopher Wright
- RE: Seismic Piping Question, Christopher Wright
- Re: building codes, Paul Crocker
- Re: building codes - Massachusetts, Scott Maxwell
- RE: Millau Viaduct, Huffman, Sharlie TRAN:EX
- RE: Concrete Chutzpa, Huffman, Sharlie TRAN:EX
- Re: Millau Viaduct, Rlabbe
- RE: licensing "boards" (was: plan stamping website), Huffman, Sharlie TRAN:EX
- RE: plan stamping website, Huffman, Sharlie TRAN:EX
- Vertical Force Distribution - UBC97, YI
- Re: Struct Eng Designation, Thor Tandy
- List Search Tool, Will H
- RE: Vertical Force Distribution - UBC97, Jake Watson
- Re: Vertical Force Distribution - UBC97, Mlcse
- PSMJ's Data for Structural Fees by % of Construction Cost, Robert Rogers
- Re: building codes, GSKWY
- Re: List Search Tool, Jordan Truesdell, PE
- Re: List Search Tool, Bill Polhemus
- RE: List Search Tool, Roger Davis
- RE: Seismic Piping Question, Sherman, William
- Re: building codes, Bill Polhemus
- Re: List Search Tool, Scott Maxwell
- Re: List Search Tool, THunt
- Re: List Search Tool, Scott Maxwell
- RE: Seismic Piping Question, Brian S Bossley
- Wind load-gable vs hip roof, Chies, Bill NAB02
- WORK OF A TRANSPORT MANEGER, Ndubuisi Aguihe
- Hollowcore plank structural integrity question, Clifford Schwinger
- Education of Structural Designers (Draftsman), yrmungui
- RE: List Search Tool, Rich Kipke
- Re: Education of Structural Designers (Draftsman), Paul Feather
- Re: Education of Structural Designers (Draftsman), Bill Polhemus
- Re: Hollowcore plank structural integrity question, Clifford Schwinger
- Re: Education of Structural Designers (Draftsman), Charley Hamilton
- RE: Hollowcore plank structural integrity question, David Fisher
- Re: Hollowcore plank structural integrity question, Bill Polhemus
- Re: Education of Structural Designers (Draftsman), Bill Polhemus
- Re: WORK OF A TRANSPORT MANEGER, Richard Hess
- Re: WORK OF A TRANSPORT MANEGER, Bill Polhemus
- Re-use fees, Mark Pemberton
- ASCE 7 Wind Speed Up factor, Ken E. Paquette
- Re: Re-use fees, Bill Polhemus
- RE: Re-use fees, David Fisher
- Re: ASCE 7 Wind Speed Up factor, Scott Maxwell
- RE: WORK OF A TRANSPORT MANEGER, John P. Riley
- RE: Re-use fees, Scott Maxwell
- RE: WORK OF A TRANSPORT MANEGER, Scott Maxwell
- RE: WORK OF A TRANSPORT MANEGER, John C. Jones
- Re: WORK OF A TRANSPORT MANEGER, Bill Polhemus
- Re: WORK OF A TRANSPORT MANEGER, Bill Polhemus
- RE: WORK OF A TRANSPORT MANEGER, John C. Jones
- RE: WORK OF A TRANSPORT MANEGER, John C. Jones
- Re: WORK OF A TRANSPORT MANEGER, Clifford Schwinger
- Re: WORK OF A TRANSPORT MANEGER, Bill Polhemus
- WORK OF A TRANSPORT MANEGER, John P. Riley
- Re: Education of Structural Designers (Draftsman), Aswin Rangaswamy
- Re: Re-use fees, BCainse
- Re: WORK OF A TRANSPORT MANEGER, Christopher Wright
- RE: Seismic Piping Question, Jim Getaz
- RE: WORK OF A TRANSPORT MANEGER, Frieberg, Lee
- Re: Re-use fees, Jordan Truesdell, PE
- RE: Wind load-gable vs hip roof, Chris Banbury
- Re: WORK OF A TRANSPORT MANEGER, Bill Polhemus
- Structural Designers, v . t . eskelsen
- Re: Re-use fees, Bill Polhemus
- Request for a Journal Paper, Padmanabhan Rajendran
- designers, Andrew Kester
- Request for a Journal Paper, Padmanabhan Rajendran
- The Whole "CAD TECH" Thing (WAS: "designers"), Bill Polhemus
- Fw: Request for a Journal Paper, THunt
- Re: designers, Jordan Truesdell, PE
- Re: Request for a Journal Paper, Himat Solanki
- RE: The Whole "CAD TECH" Thing (WAS: "designers"), John P. Riley
- Re: The Whole "CAD TECH" Thing (WAS: "designers"), Bill Polhemus
- Re: The Whole "CAD TECH" Thing (WAS: "designers"), Rand Holtham, P.E.
- Job place indemnification, Rand Holtham, P.E.
- RE: Job place indemnification, John P. Riley
- RE: Job place indemnification, Craig Leech
- Re: Job place indemnification, Bill Polhemus
- Re: designers, Paul Feather
- Re: Job place indemnification, James Cohen
- Bragg grating strain sensor, Mateusz Podskarbi
- Re: designers, Rand Holtham, P.E.
- Re: Job place indemnification, Paul Feather
- Re: designers, Paul Feather
- Re: designers, Scott Maxwell
- RE: designers, Bill Allen
- RE: designers, Speck, Todd M
- Balcony/deck definition, Joe Grill
- RE: Balcony/deck definition, Hood, Matthew O.
- ELEMENT FOR PUSHOVER USING DRAIN 2DX FOR R/C FRAMES, BHASKAR BONGARALA
- RE: designers, Scott Maxwell
- Re: Job place indemnification, Scott Maxwell
- RE: designers, Paul Crocker
- Re: designers, Jordan Truesdell, PE
- RE: designers, Bill Allen
- Re: Job place indemnification, Gale45man
- RE: designers, Bill Allen
- Re: Job place indemnification, Bill Polhemus
- Re: Request for a Journal Paper, Daryl Richardson
- Re: Job place indemnification, Scott Maxwell
- Re: Job place indemnification, Rand Holtham, P.E.
- Re: designers, Scott Maxwell
- Re: Job place indemnification, Paul Feather
- Re: Job place indemnification, Scott Maxwell
- RE: designers, Scott Maxwell
- Re: Job place indemnification, Gale45man
- RE: designers, Paul Crocker
- RE: designers, Scott Maxwell
- Interesting Disclaimer, Bill Polhemus
- Re: Interesting Disclaimer, Paul Feather
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Education of Structural Draftsman (was Structural Designers), yrmungui
- Re: Relative Stiffness of Wood Shearwalls, Mlcse
- RE: Seismic Piping Question, Rudra Nevatia
- RE: ELEMENT FOR PUSHOVER USING DRAIN 2DX FOR R/C FRAMES, Rudra Nevatia
- Re: Relative Stiffness of Wood Shearwalls, Charley Hamilton
- Re: Interesting Disclaimer, Scott Maxwell
- Re: Interesting Disclaimer, Jim Wilson
- Re: Job place indemnification, Gary Hodgson & Associates
- Re: Interesting Disclaimer, Jim Getaz
- Re: designers, Gary Hodgson & Associates
- RE: Seismic Piping Question, Rudra Nevatia
- RE: designers, Bill Allen
- licensing, Andrew Kester
- Re: Interesting Disclaimer, JLand(--nospam--at)affiliatedmetal.com
- Re: Interesting Disclaimer, Scott Maxwell
- RE: Interesting Disclaimer, David Fisher
- RE: Bragg grating strain sensor, Caldwell, Stan
- RE: designers, Caldwell, Stan
- Cement Shortage, Ron Hill
- RE: Cement Shortage, John C. Jones
- Re: Interesting Disclaimer, Paul Feather
- Fw: Cement Shortage, Desi Kiss
- RE: Job place indemnification, Caldwell, Stan
- RE: Job place indemnification, Caldwell, Stan
- Re: designers, Davis Parsons
- RE: Education of Structural Draftsman, Caldwell, Stan
- Re: designers, Jordan Truesdell, PE
- Re: Job place indemnification, Rand Holtham, P.E.
- RE: Interesting Disclaimer, Jason W. Kilgore
- Re: Education of Structural Draftsman (was Structural Designers, Christopher Wright
- Re: designers, Rand Holtham, P.E.
- RE: designers, Caldwell, Stan
- RE: Seismic Piping Question, Christopher Wright
- Repost: Main Wind Force Resisting System: IBC table 1609.6.2.1(1)/ASCE 7-98, Hood, Matthew O.
- Re: designers, Jim Wilson
- UBC Section 1512.4 Equation 12-17, Bill Allen
- Re: UBC Section 1512.4 Equation 12-17, Ben Yousefi
- Re: UBC Section 1512.4 Equation 12-17, Eknrinc
- RE: UBC Section 1512.4 Equation 12-17, Bill Allen
- RE: Relative Stiffness of Wood Shearwalls, Keith De Lapp
- RE: UBC Section 1512.4 Equation 12-17, Ben Yousefi
- Minimum Slab on Grade Steel, Keith De Lapp
- RE: UBC Section 1512.4 Equation 12-17, Bill Allen
- RE: Diaphram Ratio, Sherman, William
- RE: Minimum Slab on Grade Steel, Caldwell, Stan
- RE: ASD Load combinations (was UBC Section 1512.4 Equation 12-17, Ben Yousefi
- Re: Minimum Slab on Grade Steel, Scott Maxwell
- RE: Minimum Slab on Grade Steel, Ron Hill
- Re: Minimum Slab on Grade Steel, S. Gordin
- diaphragm does a structure make?, da
- Re: Minimum Slab on Grade Steel, desi j kiss
- Re: designers, Charley Hamilton
- RE: Request for a Journal Paper, Helpdesk PPGS Fasilitas 1
- load bearing acoustic CMU, Ken Peoples
- Re: designers, Bill Polhemus
- RE: load bearing acoustic CMU, Terry Triest
- RE: ASCE 7 Wind Speed Up factor, Ken E. Paquette
- What is Korolath?, Clifford Schwinger
- cement shortage, Andrew Kester
- Disclaimer Notes, Andrew Kester
- Re: cement shortage, GSKWY
- Re: What is Korolath?, GSKWY
- RE: What is Korolath?, Kestner, James W.
- RE: ASD Load combinations (was UBC Section 1512.4 Equation12-17, Jake Watson
- RE: Minimum Slab on Grade Steel, Brian K. Smith
- RE: cement shortage, Melnick, Scott
- Re: diaphragm does a structure make?, THunt
- Truss Dead Weights - Inadequate Force Information, sea
- RE: designers, Gary Hodgson & Associates
- RE: Seismic Piping Question, Brian S Bossley
- RE: cement shortage, Hans E Boge
- Re: Disclaimer Notes, Paul Feather
- Re: load bearing acoustic CMU, Davis Parsons
- Cantilevered flexible diaphragm, Sherman, William
- Re: diaphragm does a structure make?, Paul Feather
- RE: cement shortage, Paul Crocker
- RE: cement shortage, Melnick, Scott
- RE: Cantilevered flexible diaphragm, Jason W. Kilgore
- Rebar locator, Joe Grill
- UNIX/LINUX VERSION FOR DRAIN2DX, BHASKAR BONGARALA
- Re: Disclaimer Notes, Scott Maxwell
- Re: UNIX/LINUX VERSION FOR DRAIN2DX, Simon
- Minimum Slab on Grade Steel, Keith De Lapp
- Re: Rebar locator, D. Woodham
- Notification,
- Steel column tolerances, bbyrom
- Re: Steel column tolerances, Scott Maxwell
- Re: diaphragm does a structure make?, Paul Crocker
- Re: Rebar locator, Nels Roselund, SE
- RE: Steel column tolerances, Carter, Charlie
- RE:Steel column tolerances, Mark Gilligan
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Re: Relative Stiffness of Wood Shearwalls, BCainse
- steel connections/ fabricator, Andrew Kester
- Lintel Comparison, Jim Wilson
- Re: Lintel Comparison, Daniel Murray
- seaint Digest for 23 May 2004, Mark Gilligan
- RE: Steel Column Tolerances, Rick Stone
- Precast Panel Cracking, Chad Van Kampen
- Suspension of Work Clause, richard lewis
- CMU lintels, Andrew Kester
- Re: steel connections/ fabricator, THunt
- Slag, GSKWY
- Re: steel connections/ fabricator, Jordan Truesdell, PE
- RE: Precast Panel Cracking, David Fisher
- RE: Notification, Caldwell, Stan
- RE: Notification, Brian K. Smith
- Re: Steel connections/ fabricator, Gale45man
- RE: Notification, Christopher Wright
- Airport Collapse in Paris, Michael Bryson
- Roof Plywood and Rain, Joseph Harouni
- Re: Roof Plywood and Rain, Stanley E Scholl
- Re: Roof Plywood and Rain, Charley Hamilton
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Re: Thank you!, SpragueHO
- Forum notify, Jcse
- Re: Airport Collapse in Paris, Rlabbe
- News of Interest, Caldwell, Stan
- Re: Thank you!, Ndubuisi Aguihe
- Precast Concrete Panel Cracking, Chad Van Kampen
- Firewall separation for footings, Jim Wilson
- Precast Concrete Panel Cracking, Chad Van Kampen
- How to limit the Shear Capacity of a High-Load Diaphragm, Nels Roselund, SE
- Re: resource shortages [was: cement shortages], Paul Ransom
- Re: Roof Plywood and Rain, Daryl Richardson
- Re: Forum notify, Ndubuisi Aguihe
- RE: Thank you!, John C. Jones
- RE: Roof Plywood and Rain, Jason W. Kilgore
- Re: Precast Concrete Panel Cracking, mludvik
- Simple Beam Program?, Jeremy South
- Re: Firewall separation for footings, Ben Yousefi
- Re: Thank you!, JLand(--nospam--at)affiliatedmetal.com
- Re: How to limit the Shear Capacity of a High-Load Diaphragm, L. Pack
- Re: Thank you!, Bill Polhemus
- Re: Precast Panel Cracking, Jim Getaz
- Pricey Projects Ahead !!, Caldwell, Stan
- Re: steel connections/ fabricator, THunt
- RE: Simple Beam Program?, Adair, Joel
- Relative Stiffness of Wood Shearwalls, Keith De Lapp
- Re: Firewall separation for footings, struct
- Fw: steel connections/ fabricator, THunt
- Fw: steel connections/ fabricator, THunt
- Slightly OT: "Concerns about dangerous design close exit from new Westpark Tollway" (Brand New Tollway in Houston, Texas), Bill Polhemus
- Seismic bracing of buildings using cable, Drew Morris
- Are wood shearwalls going out of fashion, or what ?, Kevin Below
- Shearheads in reinforced concrete flat plates, Kevin Below
- Re: Document, SpragueHO
- Incoming message, Jcse
- Re: Seismic bracing of buildings using cable, Stanley E Scholl
- Re: Are wood shearwalls going out of fashion, or what ?, Stanley E Scholl
- Re: Are wood shearwalls going out of fashion, or what ?, Gary Hodgson & Associates
- shearheads/ studrails, Andrew Kester
- RE: Are wood shearwalls going out of fashion, or what ?, Meyer, Albert
- Precast Panel Cracking, Chad Van Kampen
- Re: Seismic bracing of buildings using cable, Paul Ransom
- RE: Protected message, kspeoples
- Re: How to limit the Shear Capacity of a High-Load Diaphragm, Khashayar_Casey Hemmatyar
- Re: Are wood shearwalls going out of fashion, or what ?, Josh Plummer
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Seismic bracing of buildings using cable, Gale45man
- Metal Roof Deck Properties, Brian M. Spencer
- RE: Metal Roof Deck Properties, David Fisher
- RE: Adjustable Steel Columns, Martin Li
- RE: shearheads/ studrails, Jason W. Kilgore
- stud bolt, Junata
- Re: Precast Panel Cracking, Jnapd
- RE: Relative Stiffness of Wood Shearwalls, Keith De Lapp
- Allocation of Responsibilities (was: Disclaimer Notes -and- Steel connections/ fabricator, Michael L. Hemstad
- Re: Precast Panel Cracking, mludvik
- IBC 2000 Wind Loading, John P. Riley
- Thor Matteson, Thor Tandy
- Re: Precast Panel Cracking, mludvik
- Re: Hi, Hemstad.ml
- RE: Adjustable Steel Columns, Jeffrey Fertich
- RE: Adjustable Steel Columns, Jeffrey Fertich
- Struggling with ASCE 7-02 Wind Loading, L. Pack
- SOG Design, Sharad T. Patel
- RE: Are wood shearwalls going out of fashion, or what ?, Kevin Below
- RE: Are wood shearwalls going out of fashion, or what ?, Kevin Below
- Re: Hello, Jcse
- RE: Protected message, SpragueHO
- Re: Allocation of Responsibilities (was: Disclaimer Notes -and- Steel connections/ fabricator, Scott Maxwell
- RE: Relative Stiffness of Wood Shearwalls, Scott Maxwell
- Precast concrete wall systems for 2-story residental houses, Mr.King -
- RE: IBC 2000 Wind Loading, Roger Davis
- IBC 2000 Wind Loading, John P. Riley
- Fw: Airport Collapse in Paris, Rlabbe
- Re: Precast Panel Cracking, Jim Getaz
- Site changes, Hemstad.ml
- Re: Hidden message, Rand Holtham, P.E.
- Re: Minimum Slab on Grade Steel, GSKWY
- Re: Hidden message, Bill Polhemus
- RE: Hidden message, Bill Allen
- Re: Hidden message, Jordan Truesdell, PE
- RE: Allocation of Responsibilities (part 1), Jason W. Kilgore
- RE: Allocation of Responsibilities (part 2), Jason W. Kilgore
- Re: Hidden message, Rand Holtham, P.E.
- Re: Hidden message, Harold Sprague
- RE: Allocation of Responsibilities (part 1), Jordan Truesdell, PE
- RE: Hidden message, Tom Skaggs
- RE: Hidden message, Bill Allen
- Re: Hidden message, Bill Polhemus
- RE: Hidden message, Bill Polhemus
- RE: IBC 2000 Wind Loading, Roger Davis
- RE: Hidden message, Bill Allen
- Re: Hidden message, Charley Hamilton
- shop dwgs, Andrew Kester
- ASCE 7-02 wind loading, Andrew Kester
- RE: Allocation of Responsibilities (part 1), Bill Allen
- Spreadsheet Question, Kipp . A . Martin
- Retaining wall fees, Tarek Mokhtar
- Re: Retaining wall fees, JEFF CORONADO
- Re: Retaining wall fees, Rand Holtham, P.E.
- RE: Spreadsheet Question, Effland, Greg
- RE: Retaining wall fees, Jason W. Kilgore
- RE: Hidden message, Scott Maxwell
- Re: Hidden message, Scott Maxwell
- Re: Hidden message, Jordan Truesdell, PE
- RE: Retaining wall fees, Dennis Wish
- RE: Spreadsheet Question, Dennis Wish
- Re: Hidden message, Scott Maxwell
- RE: Spreadsheet Question, Khashayar_Casey Hemmatyar
- RE: Spreadsheet Question (2?), Khashayar, Casey Hemmatyar
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Re: Hidden message, Charley Hamilton
- Re: Spreadsheet Question, DA
- Re: Spreadsheet Question, Charley Hamilton
- Re: Hidden message, struct
- Re: Spreadsheet Password Protection Removal, sea
- Steeples - Framing-Anchorage Details, prmeng
- password protected files, AWC Info
- Struggling with ASCE 7-02 Wind Loading, AWC Info
- Foundation underpinning and slab on grade question, struct
- Re: Foundation underpinning and slab on grade question, Himat Solanki
- eBay: Structural Engineering reference & PE exam review books, Epp, Lamont
- Education of Structural Designers (Draftsman), Michael L. Hemstad
- RE: Retaining wall fees, Jason W. Kilgore
- RE: Relative Stiffness of Wood Shearwalls, Scott Maxwell
- Re: Relative Stiffness of Wood Shearwalls, GSKWY
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- Re: Relative Stiffness of Wood Shearwalls, GSKWY
- Re: Relative Stiffness of Wood Shearwalls, chuck utzman
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- RE: Relative Stiffness of Wood Shearwalls, Scott Maxwell
- Re: Relative Stiffness of Wood Shearwalls, Scott Maxwell
- RE: Mathcad, G M
- Re: seaint Digest for 28 May 2004, Ravindra K Mahajan
- Re: Mathcad, Bill Polhemus
- Re: seaint Digest for 28 May 2004, Bill Polhemus
- Re: Relative Stiffness of Wood Shearwalls, Gary Hodgson & Associates
- Re: Mathcad, Charley Hamilton
- Re: Relative Stiffness of Wood Shearwalls, Nels Roselund, SE
- Mathcad, Steiner, Matt
- Re: Precast concrete wall systems for 2-story residental houses, Rlabbe
- Re: Retaining wall fees, ASQENGG2
- Re: Spreadsheet Question (2?), ASQENGG2
- Re: Mathcad, Sam Chang
- Re: Mathcad, Charley Hamilton
- Re: Relative Stiffness of Wood Shearwalls, GSKWY
- Re: Retaining wall fees, Daryl Richardson
- Re: Airport Collapse in Paris, GSKWY
- RE: Relative Stiffness of Wood Shearwalls, Dennis Wish
- RE: Retaining wall fees, Dennis Wish
- Re: Airport Collapse in Paris, Clifford Schwinger
- RE: MathCad, Steiner, Matt
- Re: Retaining wall fees - Real Estate, Paul Crocker
- Plan stamping hits the trade rags, Jordan Truesdell, PE
- ACI 318-02 reinforcing steel questions, Clifford Schwinger
- Re: Retaining wall fees - Real Estate, mludvik
- Re: FW: Airport Collapse in Paris, Timothy Allison
- RE: ACI 318-02 reinforcing steel questions, Craig Leech
- Re: Retaining wall fees, Jnapd
- RE: Retaining wall fees, Jason W. Kilgore
- cuts in treated wood, arrphoto
- vibration dampers, Mateusz Podskarbi
- Re: vibration dampers, Charley Hamilton
- Re: vibration dampers, mludvik
- Re: vibration dampers, Charley Hamilton
- Swimming pool, Joe Grill
- Re: Swimming pool, Bill Polhemus
- Re: Retaining wall fees - Real Estate, Scott Maxwell
- Re: vibration dampers, mludvik
- Off Topic: Backfill Swimming Pool, Chan, David
- Re: Swimming pool, Aldo Gonzales
- RE: Swimming pool, Joe Grill
- RE: Retaining wall fees, Dennis Wish
- Re: Swimming pool, Stanley E Scholl
- RE: Swimming pool, Eric Ober
- RE: Swimming Pools, Caldwell, Stan
- Re: Spreadsheet Question (2?), Khashayar, Casey Hemmatyar
- RE: Retaining wall fees, Jason W. Kilgore
- OT: Laptops, Bill Allen
- Re: Swimming pool, EPSDryAir
- Re: Swimming pool, Ndubuisi Aguihe
- Re: Swimming Pools, David L. Fisher
- Re: Swimming pool, Jordan Truesdell, PE
- RE: Retaining wall fees - Real Estate, Bill Allen
- Re: Laptops, Jeremy South
- Re: Laptops, Jordan Truesdell, PE
- Re: OT: Laptops, struct
- laptop, DA
- Re: Retaining wall fees - Real Estate, mludvik
- Laptop, DA
- Torsion moment in R.C girders due to lateral loads, hosein Mardanlu
- Re: OT: Laptops, Charley Hamilton
- Re: Torsion moment in R.C girders due to lateral loads, Jordan Truesdell, PE
- Re: Torsion moment in R.C girders due to lateral loads, Zhoub002
- Re: Retaining wall fees - Real Estate, Paul Crocker
- What is #3 Rebar equivalent for W2.9xW2.9 WWF, Dennis Wish
- RE: OT: Laptops, Bill Allen
- RE: What is #3 Rebar equivalent for W2.9xW2.9 WWF, Randall H. Collier
- What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Dennis Wish
- RE: laptop, Bill Allen
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Randall H. Collier
- RE: What is #3 Rebar equivalent for W2.9xW2.9 WWF, Ron Hill
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, THunt
- Re: OT: Laptops, DA
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Dennis Wish
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Jason W. Kilgore
- RE: What is #3 Rebar equivalent for W2.9xW2.9 WWF, Dennis Wish
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Bz
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Dennis Wish
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Jason W. Kilgore
- Re: OT: Laptops, Scott Maxwell
- Re: OT: Laptops, Ben Yousefi
- RE: OT: Laptops, Abe Knapp
- RE: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Randall H. Collier
- Re: OT: Laptops, Charley Hamilton
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, Nels Roselund, SE
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, THunt
- RE: OT: Laptops, Jason W. Kilgore
- RE: OT: Laptops, Bill Allen
- RE: OT: Laptops, Effland, Greg
- RE: Off Topic laptop, Caldwell, Stan
- RE: Off Topic laptop, Bill Allen
- SEAINT and Spam Arrest, Mark D. Anderson PE
- RE: OT: Laptops, Dellies, Teresa
- code question, D. Woodham
- Re: code question, Ben Yousefi
- Re: OT: Laptops, Charley Hamilton
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, GSKWY
- RE: OT: Laptops, Scott Maxwell
- Response to Nels and Randall and some additional "stuff"., Dennis Wish
- Off Topic - Metal Detectors, Dennis Wish
- Laptop, DSmith7367
- Re: code question, Nels Roselund, SE
- Re: What is #3 Rebar equivalent for 6x6/W2.9xW2.9 WWF, GSKWY
- Steel Tank Repair, Hans E Boge
- Real Estate Fees and Services, Christopher S. Campbell
- #3s - second try, GSKWY
- Buy SE reference & PE review books on-line, Epp, Lamont
- Concrete Slab Design Software Recommendation, Oshin Tosounian
- RE: Seismic Piping Question, Haan, Scott M.
- RE: Laptop, Mark D. Baker
- Re: Steel Tank Repair, Christopher Wright
- Re: Buy SE reference & PE review books on-line, Aswin Rangaswamy
- Steel Shapes, Mike Zaitz
- RE: Swimming pool, Helpdesk PPGS Fasilitas 1
- Enercalc Version 5.8, Teo, KP
- Re: Concrete Slab Design Software Recommendation, ARVIND BISARYA
- Steel Shapes, Mike Zaitz
- FRP (plastic bridge), Jim Hamilton
- RE: Steel Shapes, Hewitt, Chris
- Re: FRP (plastic bridge), Christopher Wright
- Re: Real Estate Fees and Services, JPRiley
- Re: Mathcad, Markajohn
- RE: Concrete Slab Design Software Recommendation, YI
- RE: Seismic Piping Question, Scott, William N.
- Re: Seismic piping question - fees, Gale45man
- RE: Steel Shapes, Carter, Charlie
- Grade Beam Design - HELP!, Dennis Wish
- RE: Seismic Piping Question, Harold Sprague
- Concrete Slab Design Software Recommendation, Oshin Tosounian
- Steel Shapes, Mike Zaitz
- 2001 NDS nail penetration, utej
- Enercalc Version 5.8, Wesley Werner
- RE: Off Topic laptop/motorcycles, Alden Manipula
- RE: FRP (plastic bridge), Foy, Warren
- 2001 NDS nail penetration, utej
- ACI 318-02 reinforcing steel questions, Michael L. Hemstad
- rataining wall, Ndubuisi Aguihe
- RE: Concrete Slab Design Software Recommendation, David Fisher
- RE: Concrete Slab Design Software Recommendation, Oshin Tosounian
- Display Notification: Enercalc Version 5.8, deepansh kathuria
- RE: DICA fastners, Herb Ahten
- RE: Spreadsheet Question (2?), Terry Triest
- Re: ACI 318-02 reinforcing steel questions, Clifford Schwinger
- Re: Grade Beam Design - HELP!, struct
- RE: DICA fastners, COEngineer
- RE: Concrete Slab Design Software Recommendation, ARVIND BISARYA
- Re: FRP (plastic bridge), THunt
- Re: ACI 318-02 reinforcing steel questions, Paul Crocker
- RE: Concrete Slab Design Software Recommendation, Oshin Tosounian
- RE: Steel Shapes, Christopher Wright
- Re: FRP (plastic bridge), Christopher Wright
- RE: Steel Shapes, Jordan Truesdell, PE
- RE: Steel Shapes, Christopher Wright
- Re: Steel Shapes, Jnapd
- Re: Grade Beam Design - HELP!, Mlcse
- can you help me?, özdemir
- RE: Concrete Slab Design Software Recommendation, ARVIND BISARYA
- Re: ACI 318-02 reinforcing steel questions, Gary Hodgson & Associates
- Re: ACI 318-02 reinforcing steel questions, Christopher Wright
- Re: ACI 318-02 reinforcing steel questions, Clifford Schwinger
- Re: 2001 NDS nail penetration, Nels Roselund, SE
- Re: FRP (plastic bridge), Stanley E Scholl
- Re: Grade Beam Design - HELP!, BCainse
- Re: FRP (plastic bridge), Christopher Wright
- RE: Grade Beam Design - HELP!, Dennis Wish
- Load Bearing-Shear Wall Wood & Light Gage Panelized Systems, prmeng
- RE: Seismic Piping Question, Brian S Bossley
- Re: can you help me? on-line engineering information, GSKWY
- can you help me?, AWC Info
- Something Amusing - Base Isolation System, refugio rochin
- Enercalc Version 5.8, esuk
- Re: FRP (plastic bridge), THunt
- Base Isolation System - Amusing, refugio rochin
- RE: Base Isolation System - Amusing, Caldwell, Stan
- RE: 2001 NDS nail penetration, Bill Allen
- FRP (plastic bridge), Michael L. Hemstad
- Re: FRP (plastic bridge), mludvik
- Legal and liability - using my stamp, Markajohn
- RE: Base Isolation System - Amusing, Padmanabhan Rajendran
- Re: Legal and liability - using my stamp, M. David Finley, P.E.
- Re: Legal and liability - using my stamp, Jordan Truesdell, PE
- RE: Load Bearing-Shear Wall Wood & Light Gage Panelized Systems, Dennis Wish
- RE: can you help me?, Dennis Wish
- Re: Legal and liability - using my stamp, Markajohn
- Re: Legal and liability - using my stamp, Markajohn
- Structural Drawings with PDMS ?, Rlabbe
- Re: Legal and liability - using my stamp, Jordan Truesdell, PE
- Re: Legal and liability - using my stamp, Jim Wilson
- RE: Legal and liability - using my stamp, Hans E Boge
- Re: can you help me?, James Cohen
- Re: Legal and liability - using my stamp, Markajohn
- masonry veneer arches, PFFEI
- Exam calculator policy (CA), esuk
- RE: Laptop (Follow Up), Bill Allen
- Re: 2001 NDS nail penetration, Nels Roselund, SE
- Re: Legal and liability - using my stamp, Daryl Richardson
- Re: Legal and liability - using my stamp, Christopher Wright
- RE: 2001 NDS nail penetration, Bill Allen
- RE: Laptop (Follow Up), Bill Polhemus
- Re: Structural Drawings with PDMS ?, Daryl Richardson
- California: Legal and liability - using my stamp, Dave Adams
- Re: 2001 NDS nail penetration, Bruce Pooley
- RE: Laptop (Follow Up), Bill Allen
- Re: 2001 NDS nail penetration, Nels Roselund, SE
- RE: 2001 NDS nail penetration, Bill Allen
- RE: 2001 NDS nail penetration, Bill Allen
- Re: Legal and liability - using my stamp, Charles Greenlaw
- Re: Legal and liability - using my stamp, Neil Moore
- Re: 2001 NDS nail penetration, Bruce Pooley
- Re: Legal and liability - using my stamp, Christopher Wright
- Re: California: Legal and liability - using my stamp, Charles Greenlaw
- Re: California: Legal and liability - using my stamp, Gary Hodgson & Associates
- RE: California: Legal and liability - using my stamp, Hans E Boge
- Re: Exam calculator policy (CA), mludvik
- Re: California: Legal and liability - using my stamp, Jordan Truesdell, PE
- Re: 2001 NDS nail penetration, AWC Info
- RE: Steel Shapes, Melnick, Scott
- Re: Structural Drawings with PDMS ?, THunt
- Re: masonry veneer arches, Ben Yousefi
- Re: Steel Shapes, GSKWY
- Re: Legal and liability - using my stamp, Paul Crocker
- Re: Structural Drawings with PDMS ?, Markajohn
- ACZA treated wood, Casano, Karen
- Welding question, Bruce Holcomb
- Re: Legal and liability - using my stamp, Markajohn
- Re: Welding question, Padmanabhan Rajendran
- Re: Welding question, Christopher Wright
- Re: Steel Shapes, GSKWY
- Re: welding question, Gale45man
- RE: ACZA treated wood, Meyer, Albert
- RE: Legal and liability - using my stamp, Caldwell, Stan
- Slab buckling, Mark Pemberton
- RE: Steel Shapes, Carter, Charlie
- RE: Steel Shapes, Scott, William N.
- Re: Steel Shapes, Rlabbe
- RE: California: Legal and liability - using my stamp (Jordan), Dave Adams
- E-pubs <rant>, Michael S. Jones
- RE: Legal and liability - using my stamp, Jason W. Kilgore
- RE: E-pubs <rant>, Bill Polhemus
- Re: ACZA treated wood, lrhauer
- RE: California: Legal and liability - using my stamp (Jordan), Jordan Truesdell, PE
- Re: ACZA treated wood, Jordan Truesdell, PE
- Re: Slab buckling, Paul Crocker
- RE: ACZA treated wood, Sherman, William
- RE: ACZA treated wood, Meyer, Albert
- RE: Legal and liability - using my stamp, Sherman, William
- ACZA wood treatment, Robert Freeman
- Re[2]: Slab buckling, Zhoub002
- RE: E-pubs <rant>, Bill Allen
- RE: ACZA treated wood, Jordan Truesdell, PE
- RE: E-pubs <rant>, Jay Shilstone
- Re: Slab buckling, Neil Moore
- Re: Structural Drawings with PDMS ?, Rlabbe
- Re: Slab buckling, Tarek Mokhtar
- Re: Structural Drawings with PDMS ?, Rlabbe
- RE: E-pubs <rant>, Scott Maxwell
- RE: E-pubs <rant>, Bill Allen
- Re: Legal and liability - using my stamp, Scott Maxwell
- RE: E-pubs <rant>, Scott Maxwell
- RE: E-pubs <rant>, Carter, Charlie
- RR Flat Car Bridges, clay ramsay
- RE: E-pubs <rant>, Scott Maxwell
- Re: FRP (plastic bridge), Paul Ransom
- Re: RR Flat Car Bridges, Stanley E Scholl
- Re: California: Legal and liability - using my stamp, Charles Greenlaw
- Moment resistance connection, mc . upadhyay
- Re: Slab buckling, Himat Solanki
- Re: Was Steel Shapes, GSKWY
- Re: RR Flat Car Bridges, clay ramsay
- RE: Moment resistance connection, Carter, Charlie
- CBC 1806.6, Bill Allen
- RE: E-pubs <rant>, Bill Polhemus
- RE: E-pubs <rant>, Bill Polhemus
- Seismic Bracking of Water Heaters, Bill Allen
- Re: RR Flat Car Bridges, clay ramsay
- Gravel Trailer Chassis Design, Hans E Boge
- RE: E-pubs <rant>, Jay Shilstone
- Re: Was Steel Shapes, ARVIND BISARYA
- RE: Seismic Bracking of Water Heaters, Mark D. Baker
- Cold Formed Steel Software, CanitzCF
- RE: Seismic Bracking of Water Heaters, Bill Allen
- RE: E-pubs <rant>, Jordan Truesdell, PE
- RE: E-pubs <rant>, Bill Polhemus
- RE: RR Flat Car Bridges, Jason W. Kilgore
- Re: Cold Formed Steel Software, Jim Wilson
- Hay storage, Mark Pemberton
- RE: E-pubs <rant>, Clifford Schwinger
- RE: E-pubs <rant>, Paul Crocker
- RE: Hay storage, Jason W. Kilgore
- RE: RR Flat Car Bridges, clay ramsay
- Re: E-pubs <rant>, M. David Finley, P.E.
- Re: Hay storage, Ed . Haninger
- OFF-TOPIC Job Interview Questions, Davis Parsons
- Re: Gravel Trailer Chassis Design, Christopher Wright
- RE: Hay storage, Roger Davis
- Re: OFF-TOPIC Job Interview Questions, Thor Tandy
- RE: OFF-TOPIC Job Interview Questions, Bill Allen
- RE: OFF-TOPIC Job Interview Questions, Ron Hill
- RE: Cold Formed Steel Software, Jeffrey Fertich
- Re: OFF-TOPIC Job Interview Questions, Jnapd
- Re: Seismic Bracing of Water Heaters, sea
- Re: OFF-TOPIC Job Interview Questions, M. David Finley, P.E.
- Roger Turk, S. Gordin
- Prayers for a Friend, Dennis Wish
- RE: Seismic Bracing of Water Heaters, Mark D. Baker
- RE: Seismic Bracing of Water Heaters, Schwan, Martin K.
- FW: OFF-TOPIC Job Interview Questions, Schwan, Martin K.
- RE: Prayers for a Friend, Bill Polhemus
- Post-Tensioned Slab on Grade, Don
- RE: Seismic Bracing of Water Heaters, Bill Allen
- Re: Seismic Bracing of Water Heaters, Paul Blomberg
- Re: ACZA treated wood, BCainse
- RE: Prayers for a Friend, David Fisher
- pullout test, S. Gordin
- RE: Prayers for a Friend, S. Gordin
- RE: Prayers for a Friend, Bill Polhemus
- R Value for Wood Brace, Hood, Matthew O.
- Grouted masonry questions, Sherman, William
- RE: pullout test, OSCAR HENRIQUEZ
- RE: Prayers for a Friend, Bruce Holcomb
- Re: pullout test, D. Woodham
- Interview, DSmith7367
- Re: E-pubs <rant>, Junata
- Re: Prayers for a Friend, James Cohen
- RE: E-pubs <rant>, Scott Maxwell
- Re: Prayers for a Friend, Gale45man
- RE: Prayers for a Friend, Dennis Wish
- Re: Prayers for a Friend, Thor Tandy
- RE: Prayers for a Friend, Dennis Wish
- RE: Prayers for a Friend, Dennis Wish
- RE: Prayers for a Friend, Padmanabhan Rajendran
- [FURTHER OT] RE: Prayers for a Friend, Bill Polhemus
- RE: Interview, Carter, Charlie
- brick arches, Andrew Kester
- MicroStation to AutoCAD - Urgent, Jason W. Kilgore
- RE: MicroStation to AutoCAD - Urgent, Robert Davis
- RE: MicroStation to AutoCAD - Urgent, Bill Polhemus
- RE: MicroStation to AutoCAD - Urgent, Brian S Bossley
- RE: MicroStation to AutoCAD - Urgent, Jason W. Kilgore
- RE: MicroStation to AutoCAD - Urgent, Richard M. Beldyk, PE, CPEng
- existg CMU, Andrew Kester
- RE: RR Flat Car Bridges, Sherman, William
- RE: ACZA treated wood, Sherman, William
- Re: Grouted masonry questions, Tripp Howard
- Re: Cold Formed Steel Software, Jim Carey
- what does a Principle make, Rand Holtham, P.E.
- Re: MicroStation to AutoCAD - Urgent, M. David Finley, P.E.
- Re: MicroStation to AutoCAD - Urgent, Markajohn
- Re: Legal and liability - using my stamp, Rand Holtham, P.E.
- Re: MicroStation to AutoCAD - Urgent, BCainse
- Re: what does a Principle make, Paul Feather
- Re: MicroStation to AutoCAD - Urgent, Jim Wilson
- ADVICE: Never Take An Engineer As A Client, Bill Polhemus
- RE: Legal and liability - using my stamp, Bill Polhemus
- RE: MicroStation to AutoCAD - Urgent, Bill Polhemus
- Re: [FURTHER OT] RE: Prayers for a Friend, Rand Holtham, P.E.
- FRP (plastic bridge), esuk
- Re: MicroStation to AutoCAD - OT, M. David Finley, P.E.
- Re: existg CMU, Nels Roselund, SE
- RE: Grouted masonry questions, Sherman, William
- RE: existg CMU, Sherman, William
- Re: Cold Formed Steel Software, CanitzCF
- Re: existg CMU, D. Woodham
- RE: Criticism (was Steel Shapes), Sherman, William
- Insurance other than E&O, Jim Wilson
- Re: Legal and liability - using my stamp, Jnapd
- RE: MicroStation to AutoCAD - Urgent, Jason W. Kilgore
- RE: existg CMU, Mark D. Baker
- software for pushover analyses, Gale45man
- Concrete Joists, Barry H. Welliver
- RE: Concrete Joists, David Fisher
- RE: Concrete Joists, Kestner, James W.
- RE: Concrete Joists, Barry H. Welliver
- RE: software for pushover analyses, Harold Sprague
- Re: Insurance other than E&O, Paul Feather
- RE: existg CMU, Harold Sprague
- RE: Concrete Joists, Harold Sprague
- RE: R Value for Wood Brace, Harold Sprague
- RE: R Value for Wood Brace, Hood, Matthew O.
- RE: R Value for Wood Brace, Paul Crocker
- RE: R Value for Wood Brace, Barry H. Welliver
- RE: Hay storage, Henry Gallart
- RE: Hay storage, esuk
- RE: ADVICE: Never Take An Engineer As A Client, Helpdesk PPGS Fasilitas 1
- Re: what does a Principle make, Scott Maxwell
- Re: software for pushover analyses, Mark Pemberton
- Re: MicroStation to AutoCAD - Urgent, rupali-iit
- Re: ACZA treated wood, Thor Matteson, SE
- RE: R Value for Wood Brace, Harold Sprague
- RE: R Value for Wood Brace, Harold Sprague
- Re: software for pushover analyses, tiberiopontes
- RE: ADVICE: Never Take An Engineer As A Client, Jason W. Kilgore
- Re: existg CMU, Rand Holtham, P.E.
- RE: Concrete Joists, Barry H. Welliver
- Re: ACZA treated wood, BCainse
- RE: R Value for Wood Brace, Harold Sprague
- RE: Hay storage, Harold Sprague
- Re: existg CMU, Harold Sprague
- Re: what does a Principle make, Rand Holtham, P.E.
- Re: ACZA treated wood, John H. Cato, jr, R.A.
- RE: Concrete Joists, Harold Sprague
- Re: Hay storage, Paul Feather
- Re: brick arches, Rand Holtham, P.E.
- Re: software for pushover analyses, Simon
- Re: Strengthen wood beam -help, Stanley E Scholl
- RE: Strengthen wood beam -help, David Fisher
- RE: Strengthen wood beam -help, Jason W. Kilgore
- Firewall braced by rated floors and roof, Kestner, James W.
- Re: Strengthen wood beam -help, Shapton & Partners
- RE: Strengthen wood beam -help, struct
- Re: what does a Principle make, Scott Maxwell
- Re: Strengthen wood beam -help, Mark D. Anderson PE
- Re: Firewall braced by rated floors and roof, Rick Burch
- RE: Strengthen wood beam -help, Greg Williams
- RE: Moment resistance connection, Jake Watson
- RE: Gravel Trailer Chassis Design, Jake Watson
- RE: OFF-TOPIC Job Interview Questions, Jake Watson
- Re: software for pushover analyses, Harold Sprague
- RE: Strengthen wood beam -help, Harold Sprague
- Re: Strengthen wood beam -thanks, Stanley E Scholl
- Re: software for pushover analyses, Simon
- Ward R Malisch/ACI/Notes is out of the office., Ward . Malisch
- You`ve got 1 VoiceMessage!, Ikits Katz
- RE: Criticism (was Steel Shapes), GSKWY
- Seaint Emails unreadable, Craig & April
- Re: Seaint Emails unreadable, Christopher Wright
- RE: Legal and liability - using my stamp, Sherman, William
- Re: MDaemon Warning - virus found: seaint Digest for 13 Jun 2004, Shahram Ardabili
- RE: Gravel Trailer Chassis Design, Jason W. Kilgore
- RE: Seaint Emails unreadable, Jason W. Kilgore
- Anti-vibration pads, Gupta
- Re: MDaemon Warning - virus found: seaint Digest for 13 Jun 2004, esuk
- Software Comparison, mark francois
- RE: Software Comparison, Caldwell, Stan
- Re: Software Comparison, ARVIND BISARYA
- RE: Software Comparison, Dennis Wish
- Concrete in extremely cold conditions, Ken Peoples
- Re: Concrete in extremely cold conditions, L. Pack
- RE: Steeples - Framing-Anchorage Details, Harold Sprague
- RE: Software Comparison, Stephen L. Fisher
- RE: Firewall braced by rated floors and roof, Roger Davis
- RE: Firewall braced by rated floors and roof, Kestner, James W.
- Re: Software Comparison, mludvik
- Re: Roger Turk, Joe Grill
- RE: Concrete in extremely cold conditions, Harold Sprague
- Wind on Parapets, Joe Grill
- Re: Wind on Parapets, Raymond Shreenan
- Re: Wind on Parapets, Jnapd
- RE: Wind on Parapets, Kevin Below
- Wind on Parapets, Robert Freeman
- Re: Anti-vibration pads, Junata
- RE: Gravel Trailer Chassis Design, Gary Hodgson & Associates
- Off Topic: Placom planimeter user manual?, Ken Peoples
- Re: Strengthen wood beam -help, ASQENGG2
- ACZA treated wood, Casano, Karen
- Re: seaint Digest for 15 Jun 2004 (Out of Office Reply - Vacation June 16 - 21), Joshua Marrow
- swimming pool, Mark L. Puccio
- RE: Gravel Trailer Chassis Design, Dmitri Wright
- Non-Proprietary Carbon Fiber Composites?, Paul Crocker
- Shotcrete, Paul Feather
- Re: Non-Proprietary Carbon Fiber Composites?, Junata
- Re: Non-Proprietary Carbon Fiber Composites?, Junata
- Strengthen wood beam -help, Michael L. Hemstad
- Keyway Details, Michael L. Hemstad
- RE: Keyway Details, Adair, Joel
- SAP Pushover Analysis K factor, PeterSHiggins
- RE: Keyway Details, Kestner, James W.
- Steel Fibers Replacing Structural Reinforcing?, Meyer, Jonathan
- proprietary carbon wraps, Andrew Kester
- RE: Steel Fibers Replacing Structural Reinforcing?, Jason W. Kilgore
- RE: Keyway Details, Sherman, William
- Re: Steel Fibers Replacing Structural Reinforcing?, Nels Roselund, SE
- RE: Steel Fibers Replacing Structural Reinforcing?, Terry Triest
- RE: Steel Fibers Replacing Structural Reinforcing?, Christopher Wright
- Structural dynamics of overhead cranes, cgomezga
- Re: Structural dynamics of overhead cranes, Christopher Wright
- RE: Steel Fibers Replacing Structural Reinforcing?, A Miraftab
- Re: proprietary carbon wraps, Paul Crocker
- RE: Steel Fibers Replacing Structural Reinforcing?, PeterSHiggins
- RE: Steel Fibers Replacing Structural Reinforcing?, A Miraftab
- Re: Steel Fibers Replacing Structural Reinforcing?, Scott Maxwell
- Milcor Metal Deck, Walker, Katie
- Re: Shotcrete, Scott Maxwell
- Re: seaint Digest for 17 Jun 2004 (Out of Office Reply - Vacation June 16 - 21), Joshua Marrow
- RE: Steel Fibers Replacing Structural Reinforcing?, Meyer, Jonathan
- IBC 1807.2.23 CAP INTERCONNECTION, Will H
- In Situ Strength Testing of Wood, Bill Polhemus
- RE: existg CMU, Sherman, William
- Re: IBC 1807.2.23 CAP INTERCONNECTION, THunt
- Software Comparision, Gupta
- Old Steel Look, richard lewis
- RE: Old Steel Look, Kestner, James W.
- finite element analysis free, David Merrick
- RE: IBC 1807.2.23 CAP INTERCONNECTION, Harold Sprague
- RE: Old Steel Look, Harold Sprague
- RE: In Situ Strength Testing of Wood, Harold Sprague
- RE: Old Steel Look, Jason W. Kilgore
- RE: IBC 1807.2.23 CAP INTERCONNECTION, Will H
- RE: IBC 1807.2.23 CAP INTERCONNECTION, THunt
- RE: IBC 1807.2.23 CAP INTERCONNECTION, Will H
- Re: Steel Fibers Replacing Structural Reinforcing?, Daryl Richardson
- RE: IBC 1807.2.23 CAP INTERCONNECTION, Harold Sprague
- Re: Old Steel Look, Clifford Schwinger
- Re: Old Steel Look, Rand Holtham, P.E.
- Built-up up shape in compression, Benjamin Cornelius
- Re: Old Steel Look, Kieran KS (duh)
- Re: Old Steel Look, richard lewis
- RE: In Situ Strength Testing of Wood, Dennis Wish
- Re: Built-up up shape in compression, Charley Hamilton
- Re: proprietary carbon wraps, Paul Ransom
- need Mill Valley inspection service, David Merrick
- Re: Software Comparision, ARVIND BISARYA
- span length, spivak
- bending deflection due to weld shrinkage, Gale45man
- structural analysis and design of vehicles, Gale45man
- Number of Jobs, Will H
- Modelling Rubber in SAP2000, Anantha Narayan C.K.
- Re: Modelling Rubber in SAP2000, Christopher Wright
- Re: Old Steel Look, Harold Sprague
- RE: Number of Jobs, Ray Pixley
- RE: Number of Jobs, Caldwell, Stan
- RE: bending deflection due to weld shrinkage, Harold Sprague
- RE: span length, Harold Sprague
- Re: Modelling Rubber in SAP2000, mludvik
- Re: Modelling Rubber in SAP2000, Anantha Narayan C.K.
- RE: Modelling Rubber in SAP2000, Catherine Pagni
- Re: Modelling Rubber in SAP2000, Christopher Wright
- OT: Need Advice for setting up a Server in office for Website with Mailing Lists, Dennis Wish
- employment time, Andrew Kester
- RE: Need Advice for setting up a Server in office for Website with Mailing Lists, Bill Polhemus
- Weight room design Loads...., Michael S. Jones
- Off Topic: Internet Calling and Instant Messenger Service, Dennis Wish
- RE: Weight room design Loads...., David Fisher
- Mechanical concrete pad on 3" roof deck, Reza Dashti Asl
- RE: Mechanical concrete pad on 3" roof deck, Sherman, William
- Anchoring ftg on rock against sliding, Joe Grill
- Curtainwall design fees, Paul Feather
- Re: Mechanical concrete pad on 3" roof deck, Paul Feather
- RE: Curtainwall design fees, David Fisher
- Re: Curtainwall design fees, Paul Crocker
- Re: Curtainwall design fees, Paul Feather
- Re: Mechanical concrete pad on 3" roof deck, Daryl Richardson
- RE: Anchoring ftg on rock against sliding, Harold Sprague
- SECB Certification Program for SE's, Nels Roselund, SE
- Re: SECB Certification Program for SE's, Scott Maxwell
- Code Provision Public Comments - HERE IS YOUR CHANCE, Scott Maxwell
- Re: Number of Jobs, Scott Maxwell
- Re: Mechanical concrete pad on 3" roof deck, abolfazl shafiei
- RE: CURTAIN WALL FEES AND OTHER FEES, Mauricio Salazar
- FW: Back Office for Architects, dfisher(--nospam--at)fpse.com
- Re: Curtainwall design fees, Jim Wilson
- Recall: Load on Weight Rooms RE: seaint Digest for 21 Jun 2004, San Pedro, Ernie
- re: Modeling Rubber in SAP2000, chuck ritter
- re: Modeling Rubber in SAP2000, Jordan Truesdell, PE
- re: Modeling Rubber in SAP2000, Padmanabhan Rajendran
- Re: Mechanical concrete pad on 3" roof deck, Reza Dashti Asl
- Re: Mechanical concrete pad on 3" roof deck, JPRiley
- Construction law for structural engineers, Clifford Schwinger
- Re: Construction law for structural engineers, GSKWY
- Re: Construction law for structural engineers, Clifford Schwinger
- RE: SECB Certification Program for SE's, Caldwell, Stan
- Re: Construction law for structural engineers, Jim Wilson
- Stainless steel design code?, Jim Wilson
- 1" SOLID TUBULAR HIGH STRENGTH STEEL - Is it available, hadiprawira djohan
- Re: Stainless steel design code?, THunt
- Re: 1" SOLID TUBULAR HIGH STRENGTH STEEL - Is it available, Neil Moore
- Re: Stainless steel design code?, Scott Maxwell
- Re: Stainless steel design code?, Harold Sprague
- Re: Curtainwall design fees, JEFF CORONADO
- Re: Stainless steel design code?, Nels Roselund, SE
- Re: 1" SOLID TUBULAR HIGH STRENGTH STEEL - Is it available, Jim Wilson
- RE:Construction law for structural engineers, Mark Gilligan
- pole embedment spreadsheet?, Ken Peoples
- Re: Curtainwall design fees, Paul Feather
- Plug Welds, Don
- unsubcribe, Ali Ghafouri
- RE: Keyway Details, Harold Sprague
- Re: SECB Certification Program for SE's, Nels Roselund, SE
- RE: SECB Certification Program for SE's, Caldwell, Stan
- RE: SECB Certification Program for SE's, Scott Maxwell
- RE: SECB Certification Program for SE's, Jake Watson
- RE: SECB Certification Program for SE's, Scott Maxwell
- RE: SECB Certification Program for SE's, Neil Moore
- Hot cambering vs. cold cambering, Ken Peoples
- Update on Roger??, Andrew Kester
- Allow. Stresses for Cast-in-Place Piles, lrhauer
- Re: SECB Certification Program for SE's, Paul Feather
- ASCE Membership - Is it worthwhile?, Bill Allen
- RE: ASCE Membership - Is it worthwhile?, Stuart, Matthew
- RE: ASCE Membership - Is it worthwhile?, Kestner, James W.
- Re: SECB Certification Program for SE's, Jake Watson
- wood truss and glue, Mark Miller
- De-welding, Alden Manipula
- RE: Hot cambering vs. cold cambering, Roger Davis
- K factor Approximation for Trussed Girders, Brian S Bossley
- Re: Number of Jobs, ASQENGG2
- Re: De-welding, THunt
- RE: ASCE Membership - Is it worthwhile?, Sherman, William
- Non-structural component callouts, Jim Wilson
- wood truss and glue- sorry second try, Mark Miller
- RE: Non-structural component callouts, Kestner, James W.
- RE: De-welding, Sherman, William
- RE: ASCE Membership - Is it worthwhile?, Sherman, William
- RE: De-welding, THunt
- Re: De-welding, Paul Crocker
- Angle of Repose - Saturated Soil, Himat Solanki
- Re: De-welding, Christopher Wright
- Re: wood truss and glue, sea
- There's got to be a better way than the way I'm doing it, Bill Allen
- RE: Non-structural component callouts, Sherman, William
- Re: There's got to be a better way than the way I'm doing it, bruce solana
- RE: There's got to be a better way than the way I'm doing it, Mark D. Baker
- RE: There's got to be a better way than the way I'm doing it, YI
- RE: Construction law for structural engineers, Sherman, William
- RE: There's got to be a better way than the way I'm doing it, YI
- RE: There's got to be a better way than the way I'm doing it, Bill Allen
- RE: There's got to be a better way than the way I'm doing it, Mark D. Baker
- RE: There's got to be a better way than the way I'm doing it, Bill Allen
- Re: Angle of Repose - Saturated Soil, THunt
- Dropping the ball (was Non-structural component callouts), Clifford Schwinger
- Protective Slab Design, Bill Allen
- Re: Angle of Repose - Saturated Soil, TJ_Fu
- Re: Angle of Repose - Saturated Soil, TJ_Fu
- Phoenix Adopts IBC instead of NFPA, Aswin Rangaswamy
- ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], Bill Polhemus
- RE: ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], John C. Jones
- RE: ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], Michel, Greg
- RE: ITEM: "Store roof collapses amid heavy rainfall" [Galveston, TX Home Depot Store], John C. Jones
- Re: SECB Certification Program for SE's, Jordan Truesdell, PE
- RE: Protective Slab Design, Keith De Lapp
- Home Depot, Matthew Stuart
- Re: Protective Slab Design, Thor Tandy
- Steel Silo Bins, richard lewis
- RE: Steel Silo Bins, Craig Leech
- RE: Steel Silo Bins, Adair, Joel
- Re: Steel Silo Bins, TJ_Fu
- RE: Home Depot, Will H
- RE: Steel Silo Bins, Christopher Wright
- RE: Steel Silo Bins, Brian K. Smith
- Re: ASCE Membership - Is it worthwhile?, Raymond Shreenan
- RE: Dropping the ball (was Non-structural component callouts), Sherman, William
- Re: SECB Certification Program for SE's, Scott Maxwell
- Home Depot, Matthew Stuart
- Structural steel protection below grade, Raymond Shreenan
- Re: Steel Silo Bins, THunt
- RE: SECB Certification Program for SE's, Kevin Elbury
- Re: Steel Silo Bins, Gary Hodgson & Associates
- Mentor Commitment ( was: SECB Certification Program for SE's), Paul Feather
- Structural Steel Protection Below Grade, Robert Freeman
- RE: Structural Steel Protection Below Grade, Carter, Charlie
- Re: Mentor Commitment ( was: SECB Certification Program for SE's), Scott Maxwell
- home depot roof collapse, Andrew Kester
- RE: wood truss and glue- sorry second try, Dennis Wish
- Re: Structural Steel Protection Below Grade, Raymond Shreenan
- Re: Structural Steel Protection Below Grade, Raymond Shreenan
- RE: Home Depot, Will H
- RE: wood truss and glue- sorry second try, Jeffrey Fertich
- Wood beam splits, Jim Wilson
- Re: Wood beam splits, Scott Maxwell
- Re: Wood beam splits, Bruce Pooley
- Re: wood truss and glue- sorry second try, Bruce Pooley
- Ridge beam/joist analysis, Craig & April
- Re: Ridge beam/joist analysis, Charles Greenlaw
- Re: Steel Silo Bins, Ken Peoples
- REGARDING PUSHOVER ANALYSIS, Aloke Rajbhandary
- Cohesion of backfill soil, Nguyen Nam Trung
- RE: wood truss and glue- sorry second try, Jordan Truesdell, PE
- Reduction for# of bolts?, Chad Van Kampen
- Re: Reduction for# of bolts?, IRV FRUCHTMAN
- Re: Wood beam splits, Jim Wilson
- Re: Wood beam splits, Jordan Truesdell, PE
- RE: SECB Certification Program for SE's, Jake Watson
- RE: De-welding, Harold Sprague
- Re: REGARDING PUSHOVER ANALYSIS, Charley Hamilton
- RE: Hot cambering vs. cold cambering, Harold Sprague
- RE: Structural steel protection below grade, Harold Sprague
- Re: Wood beam splits, Harold Sprague
- RE: K factor Approximation for Trussed Girders, Harold Sprague
- Re: De-welding, M. David Finley, P.E.
- wood truss and glue, Michael L. Hemstad
- RE: Allow. Stresses for Cast-in-Place Piles, Harold Sprague
- Re: Wood beam splits, struct
- RE: K factor Approximation for Trussed Girders, Brian S Bossley
- RE: Ridge beam/joist analysis, Jason W. Kilgore
- Re: Structural steel protection below grade, Raymond Shreenan
- RE: Ridge beam/joist analysis, Jordan Truesdell, PE
- Re: SECB Certification Program for SE's, Paul Crocker
- Engineers @ Work, ECVAl3
- RE: Engineers @ Work, Mayo, Daniel
- Re: Ridge beam/joist analysis, Nels Roselund, SE
- RE: Engineers @ Work, ESuk
- Re: Ridge beam/joist analysis, Jordan Truesdell, PE
- RE: Ridge beam/joist analysis, Jon Brody
- Re: Engineers @ Work, Drew Morris
- Re: Ridge beam/joist analysis, Rand Holtham, P.E.
- Posters... grrr, Bernard, Scott C.
- Re: wood truss and glue, Daryl Richardson
- Re: Posters... grrr, Christopher Wright
- RE: Posters... grrr, Mayo, Daniel
- RE: Posters... grrr, Jordan Truesdell, PE
- Re: Reduction for# of bolts?, Jason Emoto
- RE: Posters... grrr, Jason W. Kilgore
- Re: Ridge beam/joist analysis, Rand Holtham, P.E.
- Re: Posters... grrr, James Cohen
- Re: Ridge beam/joist analysis, Nels Roselund, SE
- RE: Posters... grrr, Bernard, Scott C.
- RE: Ridge beam/joist analysis, Jason W. Kilgore
- RE: Ridge beam/joist analysis, Craig & April
- Plywood shearwall in Plumbing Wall, Dennis Wish
- Re: Plywood shearwall in Plumbing Wall, Jnapd
- RE: Plywood shearwall in Plumbing Wall, Dennis Wish
- Re: Plywood shearwall in Plumbing Wall, Paul Feather
- Damaged Purlin and Cross-grain failure at ledger, Dennis Wish
- Tales of Terror #1: Architects doing engineering, Dennis Wish
- RE: Tales of Terror #1: Architects doing engineering, Bill Polhemus
- RE: Tales of Terror #1: Architects doing engineering, Dennis Wish
- Re: Ridge beam/joist analysis, Charles Greenlaw
- Re: Cohesion of backfill soil, THunt
- Re: Ridge beam/joist analysis, Rand Holtham, P.E.
- RE: Reduction for# of bolts?, Carter, Charlie
- BADGERS DEFENSE OF THEIR CHAMPIONSHIP TITLE IS ROCK SOLID, Caldwell, Stan
- RE: Tales of Terror #1: Architects doing engineering, Caldwell, Stan
- PUSHOVER ANALYSIS, Aloke Rajbhandary
- Re: Tales of Terror #1: Architects doing engineering, chuck utzman
- Moment frames with tension-only bracing for diaphragm, struct
- Re: Tales of Terror #1: Architects doing engineering, Rand Holtham, P.E.
- Re: Tales of Terror #1: Architects doing engineering (SECB), Khashayar, Casey Hemmatyar
- Re: Ridge beam/joist analysis, Jordan Truesdell, PE
- Re: Plywood shearwall in Plumbing Wall, Jnapd
- test, Oshin Tosounian
- Re: Damaged Purlin and Cross-grain failure at ledger, Jnapd
- Looking for a combined footing spreadsheet, Ken Peoples
- OMF Connection Design, Hood, Matthew O.
- RE: Looking for a combined footing spreadsheet, Nuttall, Davin J.
- Re: Plywood shearwall in Plumbing Wall, Rand Holtham, P.E.
- RE: OMF Connection Design, Haan, Scott M.
- RE: OMF Connection Design, Haan, Scott M.
- Damaged Purlin and Cross-grain failure at ledger, Mo
- RE: OMF Connection Design, Bill Allen
- RE: OMF Connection Design, Hood, Matthew O.
- RE: OMF Connection Design, Bill Allen
- RE: OMF Connection Design, Hood, Matthew O.
- Re: OMF Connection Design, lrhauer
- RE: OMF Connection Design, Bill Allen, S.E.
- Garage surcharge, Joe Grill
- Re: Garage surcharge, John Chiang
- Re: Tales of Terror #1: Architects doing engineering, PeterSHiggins
- Re: Garage surcharge, Joseph Grill
- RE: Garage surcharge, Ed Tornberg
- Re: Tales of Terror #1: Architects doing engineering, sea
- Re: Tales of Terror #1: Architects doing engineering, Stanley E Scholl
- Re: Tales of Terror #1: Architects doing engineering, Scott Maxwell
- IBC, LRFD, 97 AISC Seismic, Conc. shear walls, Dynmaics, EBF, SCBF and much more, StructuralReview
- Re: Ridge beam/joist analysis, Dmitri Wright
- Re: Garage surcharge, Dmitri Wright
- RE: Garage surcharge, Joe Grill
- RE: Ridge beam/joist analysis, Bill Allen, S.E.
- RE: Garage surcharge, Bill Allen, S.E.
- Re: Garage surcharge, S. Gordin
- Roger Turk, S. Gordin
- Re: Ridge beam/joist analysis, Thor Tandy
- RE: Garage surcharge, Sherman, William
- RE: Tales of Terror #1: Architects doing engineering, Dennis Wish
- RE: Ridge beam/joist analysis, Sherman, William
- RE: Plywood shearwall in Plumbing Wall, Dennis Wish
- RE: Damaged Purlin and Cross-grain failure at ledger, Dennis Wish
- Light gauge steel (or alum) tubes, Kipp A Martin
- Was: Tales of Terror #1: NOW: Static vs. Simplified Static analysis, Dennis Wish
- Re: Ridge beam/joist analysis, Rand Holtham, P.E.
- Re: Plywood shearwall in Plumbing Wall, Gale45man
- test, edward li
- garage, edward li
- Re: Light gauge steel (or alum) tubes, Paul Crocker
- Re: Ridge beam/joist analysis, Daryl Richardson
- RE: garage, Nuttall, Davin J.
- RE: garage, Mark S. Lindloff
- Anchor Bolt Nuts, Gary Hodgson & Associates
- Re: Ridge beam/joist analysis, Rand Holtham, P.E.
- Re: garage, Jordan Truesdell, PE
- Re: Anchor Bolt Nuts, THunt
- Ridge beam/diaphragm analysis, Nels Roselund, SE
- RE: Garage surcharge, Brent Koch
- Re: garage, Daryl Richardson
- Re: Ridge beam/joist analysis, Thor Tandy
- Re: Ridge beam/joist analysis, Jordan Truesdell, PE
- Re: Ridge beam/joist analysis, Daryl Richardson
- Re: OMF Connection Design, THunt
- Concrete curing, Craig & April
- Anchor Bolts in CMU, Joe Grill
- RE: OMF Connection Design, Hood, Matthew O.
- RE: OMF Connection Design, Bill Allen, S.E.
- RE: OMF Connection Design, Jason Emoto
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