SEAINT Mail Archive 2000 (Jul-Sep)
Civil and Structural Engineering discussions by thread
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Messages: 2470
- Re: work in usa, Bill Polhemus
- <Possible follow-ups>
- work in usa, Roger Turk
- Re: Fire repairs to Glulam Beams, frp 2000
- <Possible follow-ups>
- Re: Fire repairs to Glulam Beams,
Roger Turk
- .PDF Drawings,
frp 2000
- RE: .PDF Drawings, Mark E. Deardorff
- .PDF Drawings,
frp 2000
- RE: Fire repairs to Glulam Beams, Olive, Harry
- RE: How do you sign DWG files?, Mark E. Deardorff
- RE: Which is the BEST for Steel Design, Brian K. Smith
- <Possible follow-ups>
- RE: Ed Turner Case: Legal Victory!,
James Allen
- RE: Ed Turner Case: Legal Victory!, Mark E. Deardorff
- RE: Emails in order?, Roger Davis
- Re: Emails in order?, Shafat Qazi
- <Possible follow-ups>
- Re: Emails in order?, Nels Roselund
- Re: Emails in order?, Rhkratzse
- RE: Ed Turner Case, Mark E. Deardorff
- <Possible follow-ups>
- Re: 4th of July - What Does It Mean To You?, Christopher Wright
- Re: 4th of July - What Does It Mean To You?, Christopher Wright
- RE: 4th of July - What Does It Mean To You?, Ray Pixley
- Re: Accidental Torsion, Neil Moore
- <Possible follow-ups>
- Re: Accidental Torsion,
sscholl2
- RE: Accidental Torsion,
Bill Allen
- RE: Accidental Torsion, Johnny Drozdek
- RE: Accidental Torsion,
Bill Allen
- Re: Accidental Torsion, sscholl2
- RE: Accidental Torsion,
sharonb
- RE: Accidental Torsion, Bill Allen
- Question re Visual Analysis and Rigid End Offsets, Bill Polhemus
- <Possible follow-ups>
- RE: Again on the HSS black book, Mark E. Deardorff
- RE: Again on the HSS black book, Charlie Carter
- RE: Again on the HSS black book, Charlie Carter
- Re: Thank you Neil Moore, Neil Moore
- <Possible follow-ups>
- RE: Diaphragm deflection for plywood floor,
Yousefi, Ben
- Wood Exposed for 5 Months During Construction,
Jie Lu, P.E., S.E.
- Re: Wood Exposed for 5 Months During Construction, Peter McCormack
- Wood Exposed for 5 Months During Construction, John Riley
- RE: Wood Exposed for 5 Months During Construction, dennis pantazis
- RE: Wood Exposed for 5 Months During Construction, wtca
- Wood Exposed for 5 Months During Construction,
Jie Lu, P.E., S.E.
- Re: Diaphragm deflection for plywood floor, sscholl2
- RE: Diaphragm deflection for plywood floor, Huang, Y. Henry
- Columns, Michael Zaitz
- <Possible follow-ups>
- Re: Raised computer floors, r nester
- RE: Seismic Recurrance Intervals, Abdul Chahim
- RE: Seismic Recurrance Intervals, Mike Valley
- Re: Seismic Recurrance Intervals, fturner
- <Possible follow-ups>
- RE: Seismic Recurrance Intervals,
Cain, William
- Minimum steel connections, Jason Emoto
- RE: Mathcad 2000 Question,
Mark E. Deardorff
- RE: Mathcad 2000 Question, Bill Allen
- RE: Mathcad 2000 Question, Bill Allen
- Re: Mathcad 2000 Question, L. Thomas Bayne
- <Possible follow-ups>
- RE: Mathcad 2000 Question,
sharonb
- RE: Mathcad 2000 Question, Bill Allen
- RE: Mathcad 2000 Question,
Charles Espenlaub
- RE: Mathcad 2000 Question, Bill Allen
- RE: Mathcad 2000 Question, Ed . Haninger
- RE: Mathcad 2000 Question, Christopher Wright
- RE: Mathcad 2000 Question, Williston L. Warren, IV - S.E.
- <Possible follow-ups>
- RE: Fire Rating - California Bldg. Code, Yousefi, Ben
- RE: Minimum steel connections,
Bill Allen
- Re: Minimum steel connections,
Paul Feather
- RE: Minimum steel connections, Bill Allen
- RE: Minimum steel connections, Brian K. Smith
- Re: Minimum steel connections,
Paul Feather
- Re: Minimum steel connections,
Jason Emoto
- Re: Minimum steel connections,
Tarek
- Re: Minimum steel connections, Peter McCormack
- Re: Minimum steel connections,
Tarek
- <Possible follow-ups>
- RE: Minimum steel connections, Sherman, William
- RE: Minimum steel connections, Sprague, Harold O.
- RE: Minimum steel connections, Charlie Carter
- <Possible follow-ups>
- RE: Visual Analysis Questions, Caldwell, Stan
- Re: older aisc manual wanted, Chris TSE
- RE: Freestanding Pool Design, Replies Lost, Bill Allen
- Re: drainage behind shoring and permanent wall, Larry Burnett
- <Possible follow-ups>
- RE: drainage behind shoring and permanent wall, Ritter, Mike
- RE: Hilti X-HVB Shear Connectors, Brian K. Smith
- <Possible follow-ups>
- RE: Hilti X-HVB Shear Connectors, Silva John (sj)
- <Possible follow-ups>
- Re: Wood Exposed for 5 Months During Construction, Christopher Wright
- Re: Wood Exposed for 5 Months During Construction, Christopher Wright
- RE: Wood Exposed for 5 Months During Construction, Glyn Boone
- <Possible follow-ups>
- RE: Occupancy Category, Yousefi, Ben
- Re: Elevator codes, Jason Emoto
- Re: Elevator codes, M.Nadkarni
- <Possible follow-ups>
- RE: Elevator codes, Bart Needham
- Re: New Salary Survey Reports added, Kirk Haverland
- <Possible follow-ups>
- Re: New Salary Survey Reports added, David Hall
- Re: New Salary Survey Reports added,
Fariborz Tehrani
- RE: New Salary Survey Reports added,
Mark E. Deardorff
- Re: New Salary Survey Reports added, Jim Kestner
- RE: New Salary Survey Reports added, Shafat Qazi
- RE: New Salary Survey Reports added,
Mark E. Deardorff
- RE: New Salary Survey Reports added, Nguyen, Khanh
- RE: New Salary Survey Reports added, Nguyen, Khanh
- Re: New Salary Survey Reports added, Roger Turk
- RE: New Salary Survey Reports added, Charles Espenlaub
- Re: Lightweight Concrete, Scott E Maxwell
- Re: Lightweight Concrete, Albert J. Meyer, Jr.
- <Possible follow-ups>
- RE: Lightweight Concrete, Charles Espenlaub
- Re: Lightweight Concrete, Fariborz Tehrani
- RE: Lightweight Concrete, Sprague, Harold O.
- RE: Lightweight Concrete, Sprague, Harold O.
- Re: Lightweight Concrete, sscholl2
- Re: Seismic Design, Bill Polhemus
- Re: FM 1-90?, John Rose
- <Possible follow-ups>
- RE: roof deck info, MKnight
- <Possible follow-ups>
- RE: Definition of A sub B in Rho evaluation,
sharonb
- RE: Definition of A sub B in Rho evaluation, Bill Allen
- RE: Definition of A sub B in Rho evaluation, sharonb
- RE: Definition of A sub B in Rho evaluation, Charles Greenlaw
- RE: Definition of A sub B in Rho evaluation,
Paul_Reilly
- RE: Definition of A sub B in Rho evaluation, Bill Allen
- RE: Definition of A sub B in Rho evaluation, sharonb
- RE: Definition of A sub B in Rho evaluation,
Charles Greenlaw
- RE: Definition of A sub B in Rho evaluation, Bill Allen
- RE: Definition of A sub B in Rho evaluation, Paul_Reilly
- RE: Definition of A sub B in Rho evaluation, Tom VanDorpe
- RE: Definition of A sub B in Rho evaluation, sharonb
- RE: Definition of A sub B in Rho evaluation, sharonb
- RE: Definition of A sub B in Rho evaluation,
Paul_Reilly
- RE: Definition of A sub B in Rho evaluation,
M.J. Huszcz
- Seismic Design Manual Volume II - More Rho, M.J. Huszcz
- Re: Definition of A sub B in Rho evaluation,
Paul Feather
- RE: Definition of A sub B in Rho evaluation, Bill Allen
- Residential construction-hip beams, Domenic DeAngelo
- RE: Residential construction-hip beams, Bill Allen
- RE: Definition of A sub B in Rho evaluation,
M.J. Huszcz
- RE: Definition of A sub B in Rho evaluation, Swingle, Mark
- <Possible follow-ups>
- RE: Retaining Wall, Lutz,James
- Re: Retaining Wall,
SDGSE
- RE: Retaining Wall, Brian K. Smith
- Re: Retaining Wall,
SDGSE
- RE: Retaining Wall, drainage issue, Henrik Nazarian
- RE: Retaining Wall, Brian K. Smith
- RE: Retaining Wall, Lutz,James
- <Possible follow-ups>
- Re: lateral load on retaining wall, HBAP
- RE: Lateral load on retaining wall, Sherman, William
- Re: ...no subject..., Scott E Maxwell
- <Possible follow-ups>
- RE: ...no subject..., Charlie Carter
- RE: ...no subject..., Sherman, William
- Re: FW: Webcast of shake test of 2-sty house at UCSD, W. Gray Hodge
- Re: Webcast of shake test of 2-sty house at UCSD, Tom Liberty
- Re: FW: Webcast of shake test of 2-sty house at UCSD, Chris TSE
- <Possible follow-ups>
- RE: Webcast of shake test of 2-sty house at UCSD, Sherman, William
- Webcast of shake test of 2-sty house at UCSD, Williston L. Warren, IV - S.E.
- RE: SAP2000 question, Mike Valley
- <Possible follow-ups>
- SAP2000 question,
Tomas Matta
- RE: SAP2000 question, Mike Valley
- Re: Seismic study recommendations for Structural II exam, Scott E Maxwell
- <Possible follow-ups>
- RE: Pile deviation, Devlin, Dan
- <Possible follow-ups>
- RE: PE passing rates, Albert Meyer
- <Possible follow-ups>
- RE: Circular Tanks, Sprague, Harold O.
- RE: Circular Tanks, Sherman, William
- Re: Circular Tanks, sscholl2
- Re: Circular Tanks, Wael Shabana
- RE: Circular Tanks, Acie Chance
- <Possible follow-ups>
- RE: retarder in slabs on grade, Sprague, Harold O.
- <Possible follow-ups>
- RE: Tubular Steel Structures,
BILL PULYER
- RE: Tubular Steel Structures, Ron Hill
- Re: Tubular Steel Structures, sscholl2
- <Possible follow-ups>
- Metric Steel Shapes,
Bill Polhemus
- Re: Metric Steel Shapes, Peter McCormack
- Re: Metric Steel Shapes, Scott E Maxwell
- Re: Metric Steel Shapes, mp
- Re: Metric Steel Shapes, Davis Parsons
- Re: Metric Steel Shapes, Sam Chang
- RE: Metric Steel Shapes,
Connor, John A NWK
- Re: Metric Steel Shapes,
Bill Polhemus
- RE: Metric Steel Shapes, Dan Vines
- Re: Metric Steel Shapes, Peter McCormack
- Re: Metric Steel Shapes,
Bill Polhemus
- Re: Metric Steel Shapes, Wael Shabana
- RE: Metric Steel Shapes,
Connor, John A NWK
- RE: Metric Steel Shapes,
Peter McCormack
- RE: Metric Steel Shapes, Scott E Maxwell
- RE: Metric Steel Shapes, Michael Bryson
- RE: Metric Steel Shapes,
Peter McCormack
- RE: Metric Steel Shapes,
Charles Espenlaub
- RE: Metric Steel Shapes--ASTM A7M, Sam Chang
- RE: Metric Steel Shapes, Charlie Carter
- RE: Metric Steel Shapes, Bob Lea
- RE: Metric Steel Shapes, Lutz,James
- RE: Metric Steel Shapes,
Mark Gilligan
- RE: Metric Steel Shapes, Peter McCormack
- RE: Metric Steel Shapes, Charlie Carter
- RE: Metric Steel Shapes, Fredericks, Douglas/SAC
- RE: Metric Steel Shapes, Charles Espenlaub
- Metric Steel Shapes,
John MacLean
- Re: Metric Steel Shapes, Bill Polhemus
- Metric Steel Shapes, John MacLean
- <Possible follow-ups>
- RE: UL numbers for mechanical deck attachment,
Albert Meyer
- RE: UL numbers for mechanical deck attachment, Scott E Maxwell
- RE: UL numbers for mechanical deck attachment,
Albert Meyer
- RE: UL numbers for mechanical deck attachment,
Scott E Maxwell
- Re: UL numbers for mechanical deck attachment, Davis Parsons
- RE: UL numbers for mechanical deck attachment,
Scott E Maxwell
- RE: UL numbers for mechanical deck attachment, Albert Meyer
- <Possible follow-ups>
- Re: Retaining Wall Design Methodology, Charles Greenlaw
- Re: Retaining Wall Design Methodology,
Nels Roselund
- Re: Retaining Wall Design Methodology, Paul Feather
- RE: Retaining Wall Design Methodology, Sherman, William
- Retaining Wall Design Methodology, Roger Turk
- RE: Retaining Wall Design Methodology,
Caldwell, Stan
- RE: Retaining Wall Design Methodology, Mark E. Deardorff
- RE: Retaining Wall Design Methodology, Caldwell, Stan
- Re: Retaining Wall Design Methodology, RajSTC
- RE: Retaining Wall Design Methodology, Olive, Harry
- Re: Hor. Shear Distribution, Michael Bryson
- Re: Hor. Shear Distribution, chuckuc
- <Possible follow-ups>
- Re: w/c ratio after concrete set,
sscholl2
- Re: w/c ratio after concrete set, David Handy
- RE: w/c ratio after concrete set,
Rogers, Robert
- Re: w/c ratio after concrete set, Bruce Pooley
- Re: w/c ratio after concrete set,
Roger Turk
- Re: w/c ratio after concrete set,
Scott E Maxwell
- Re: w/c ratio after concrete set, Peter McCormack
- Re: w/c ratio after concrete set, L. Thomas Bayne
- Re: w/c ratio after concrete set,
Scott E Maxwell
- Re: w/c ratio after concrete set, sscholl2
- RE: w/c ratio after concrete set,
Sprague, Harold O.
- RE: w/c ratio after concrete set, Roger Davis
- RE: w/c ratio after concrete set, Sprague, Harold O.
- Re: Truss computer program, Philip T. Hodge
- RE: Truss computer program, Ron Hill
- RE: Truss computer program, Mark E. Deardorff
- <Possible follow-ups>
- Re: Truss computer program,
Ed . Haninger
- Re: Truss computer program,
Bill Polhemus
- Re: Truss computer program, Scott E Maxwell
- RE: Truss computer program, Ron Hill
- Re: Truss computer program,
Bill Polhemus
- RE: Truss computer program, Armijo, John J (PWCSD 184)
- RE: Truss computer program, Armijo, John J (PWCSD 184)
- RE: Truss computer program, Scott, William N.
- RE: Truss computer program,
Paul_Reilly
- RE: Truss computer program,
Bill Allen
- RE: Truss computer program, Scott E Maxwell
- RE: Truss computer program,
Bill Allen
- Re: Truss computer program, c2
- RE: Truss computer program, Cain, William
- RE: Truss computer program, Paul_Reilly
- <Possible follow-ups>
- RE: fs ???,
Caldwell, Stan
- Re: fs ???, Bill Polhemus
- RE: Fiberglass or composite beams and structural shapes, Rex Donahey
- RE: Fiberglass or composite beams and structural shapes, Bill Allen
- Re: Fiberglass or composite beams and structural shapes, Albert Ford
- <Possible follow-ups>
- RE: Fiberglass or composite beams and structural shapes, Armijo, John J (PWCSD 184)
- Fiberglass or composite beams and structural shapes, Tom . Hunt
- RE: Fiberglass or composite beams and structural shapes, Ritter, Mike
- RE: Fiberglass or composite beams and structural shapes, Moore, Danny
- Fiberglass or composite beams and structural shapes, desi . kiss
- Re: sidesway web buckling - AISC 9th edition K1.5, Domenic DeAngelo
- Re: sidesway web buckling - AISC 9th edition K1.5, Bill Polhemus
- <Possible follow-ups>
- Re: sidesway web buckling - AISC 9th edition K1.5, Ken Peoples
- Re: sidesway web buckling - AISC 9th edition K1.5,
Ken Peoples
- Re: sidesway web buckling - AISC 9th edition K1.5, Scott E Maxwell
- FW: sidesway web buckling - AISC 9th edition K1.5, La Count, Curt
- RE: changes to SEAOC web page,
Mark E. Deardorff
- Re: changes to SEAOC web page,
Lynn
- RE: changes to SEAOC web page, Mark E. Deardorff
- Re: changes to SEAOC web page,
Lynn
- <Possible follow-ups>
- RE: changes to SEAOC web page,
Bart Needham
- RE: changes to SEAOC web page, Mark E. Deardorff
- RE: changes to SEAOC web page,
Roger Turk
- RE: changes to SEAOC web page, Mark E. Deardorff
- RE: changes to SEAOC web page, Mark E. Deardorff
- Re: changes to SEAOC web page,
Lynn H
- RE: changes to SEAOC web page, Mark E. Deardorff
- changes to SEAOC web page, Roger Turk
- Re: changes to SEAOC web page, Hanan Al Rustamani
- Re: changes to SEAOC web page, Hanan Al Rustamani
- Re: wood screw replacing nails at shear walls, Bob Kazanjy
- <Possible follow-ups>
- RE: wood screw replacing nails at shear walls, seaint-return
- wood screw replacing nails at shear walls, Williston L. Warren, IV - S.E.
- <Possible follow-ups>
- Re: Employment Opportunity, J. Karim Hosseinzadeh
- Employment opportunity, hans boge
- <Possible follow-ups>
- Horizontal Shear distribution, GORTAIRE ERAZO PAUL ALFONSO
- <Possible follow-ups>
- RE: Information,
Charles Espenlaub
- RE: Information, Scott E Maxwell
- Re: Information, Rlfong
- <Possible follow-ups>
- RE: Surevoid Cardboard Forms Equivalent, Sprague, Harold O.
- Re: AISC 9th edition - eq K1-6, John Riley
- <Possible follow-ups>
- RE: AISC 9th edition - eq K1-6,
Yang, Liao/ANC
- Re: AISC 9th edition - eq K1-6, Rick Burch
- RE: AISC 9th edition - eq K1-6,
Peter Yau
- "I Have NO IDEA How This Got In My Inbox!", Bill Polhemus
- Re: AISC 9th edition - eq K1-6,
Ken Peoples
- Re: AISC 9th edition - eq K1-6, Paul Feather
- Re: AISC 9th edition - eq K1-6, John Riley
- Re: AISC 9th edition - eq K1-6, Randy Diviney
- Re: AISC 9th edition - eq K1-6, Nels Roselund
- RE: AISC 9th edition - eq K1-6, Kipke, Richard
- <Possible follow-ups>
- RE: (Negative Torsional Shear), Roger Turk
- RE: (Negative Torsional Shear),
julio . guerra
- Flowable Backfill,
Ed Fasula
- Re: Flowable Backfill, L. Thomas Bayne
- Source for Manhole Type Covers w/ HS20-44 Rating, Ed Fasula
- Re: Flowable Backfill, frp 2000
- Flowable Backfill,
Ed Fasula
- RE: (Negative Torsional Shear), Williston L. Warren, IV - S.E.
- Re: screws in plywood shearwalls, chuckuc
- RE: MATHCAD 2000 Question: "Locking" Areas, Mark E. Deardorff
- Re: prestressed piles,
Neil Moore
- Lt Ga Metal Trusses, Michael Zaitz
- Design Team Responsibilities,
Michael Zaitz
- Re: Design Team Responsibilities, fturner
- <Possible follow-ups>
- RE: prestressed piles, Cain, William
- RE: prestressed piles, Bart Needham
- prestressed piles,
Roger Turk
- Re: prestressed piles, Chris Lillback
- <Possible follow-ups>
- Lt Ga Metal Trusses, Roger Turk
- RE: Lt Ga Metal Trusses,
Sprague, Harold O.
- Re: Lt Ga Metal Trusses, Michael Zaitz
- RE: Lt Ga Metal Trusses, George Richards, P.E.
- Lt Ga Metal Trusses, LYUDMILA GURTOVAYA
- Re: Lt Ga Metal Trusses,
deylamia
- RE: Lt Ga Metal Trusses, wtca
- <Possible follow-ups>
- Re: Input with regard to section 1633.2.4, sscholl2
- RE: Input with regard to section 1633.2.4, Francisco Duarte
- Re: Input with regard to section 1633.2.4, SDGSE
- RE: Input with regard to section 1633.2.4,
Nicholas Blackburn
- RE: Input with regard to section 1633.2.4, Mike Valley
- RE: Input with regard to section 1633.2.4,
Yousefi, Ben
- RE: Input with regard to section 1633.2.4, Bill Allen
- RE: Input with regard to section 1633.2.4, Steve Hiner
- Re: Input with regard to section 1633.2.4, SDGSE
- RE: Input with regard to section 1633.2.4,
Martin W. Johnson
- RE: Input with regard to section 1633.2.4, Michael Bryson
- Re: Input with regard to section 1633.2.4,
SDGSE
- RE: Input with regard to section 1633.2.4, Bill Allen
- RE: Input with regard to section 1633.2.4, Martin W. Johnson
- <Possible follow-ups>
- web address requested for board of registrations,
Khosrownia, Ghassem SPK
- RE: web address requested for board of registrations, Bill Allen
- Re: web address requested for board of registrations, Scott E Maxwell
- RE: web address requested for board of registrations, Jim Sadler
- Re: Moisture Content in Timber, Bruce Pooley
- <Possible follow-ups>
- Re: Moisture Content in Timber, hans boge
- RE: Moisture Content in Timber, Madden, Gerard
- RE: Moisture Content in Timber, George Richards, P.E.
- Re: Moisture Content in Timber, Roger Turk
- Re: Moisture Content in Timber, Ned Waltz
- Re: Moisture Content in Timber, Richard Flower
- Re: HSS to HSS moment connection, Jie Lu, P.E., S.E.
- <Possible follow-ups>
- RE: HSS to HSS moment connection, Sprague, Harold O.
- Re: HSS to HSS moment connection, Rick . Drake
- Re: HSS to HSS moment connection, James Lane, P.E.
- HSS to HSS moment connection, Epp, Lamont
- <Possible follow-ups>
- Re: NISEE, Univ. of Cal computer program Combat, Byainc
- <Possible follow-ups>
- Re: gazibo,
sscholl2
- Re: gazibo, Chris Lillback
- RE: Flag pole footing,
Mike Valley
- RE: Flag pole footing, Bill Allen
- Re: Flag pole footing, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- <Possible follow-ups>
- Re: Flag pole footing, PEC - Lake City
- RE: Steel Beam Reinforcing, David Fisher
- RE: Steel Beam Reinforcing, Bill Allen
- Re: Steel Beam Reinforcing, Scott E Maxwell
- Re: Steel Beam Reinforcing, Lanny J. Flynn
- Re: Steel Beam Reinforcing,
Jim Kestner
- RE: Steel Beam Reinforcing, Ron Hill
- Re: Steel Beam Reinforcing,
Scott E Maxwell
- Re: MQ/I, Jim Kestner
- <Possible follow-ups>
- RE: Steel Beam Reinforcing, Sprague, Harold O.
- Steel Beam Reinforcing,
Roger Turk
- RE: Steel Beam Reinforcing,
Bill Allen
- RE: Steel Beam Reinforcing, Scott E Maxwell
- RE: Steel Beam Reinforcing,
Bill Allen
- RE: Steel Beam Reinforcing, Huang, Y. Henry
- RE: Steel Beam Reinforcing, Sprague, Harold O.
- Re: Steel Beam Reinforcing, npitera
- RE: Steel Beam Reinforcing, Roger Turk
- RE: Steel Beam Reinforcing,
Sprague, Harold O.
- RE: Steel Beam Reinforcing, Scott E Maxwell
- RE: Steel Beam Reinforcing,
npitera
- RE: Steel Beam Reinforcing, Mike Valley
- RE: Steel Beam Reinforcing, Roger Turk
- RE: Steel Beam Reinforcing, Sprague, Harold O.
- RE: Steel Beam Reinforcing, Roger Turk
- Re: Steel Beam Reinforcing, sscholl2
- RE: Steel Beam Reinforcing,
npitera
- RE: Steel Beam Reinforcing, Brian K. Smith
- RE: Steel Beam Reinforcing, npitera
- RE: Steel Beam Reinforcing, Sprague, Harold O.
- RE: Steel Beam Reinforcing, Charlie Carter
- RE: Steel Beam Reinforcing,
npitera
- RE: Steel Beam Reinforcing, Mike Valley
- Re: Steel Beam Reinforcing, Domenic DeAngelo
- RE: Steel Beam Reinforcing, Brian K. Smith
- Re: Steel Beam Reinforcing,
npitera
- RE: Steel Beam Reinforcing,
Brian K. Smith
- RE: Steel Beam Reinforcing, Bill Allen
- RE: Steel Beam Reinforcing,
Brian K. Smith
- Re: Steel Beam Reinforcing, Randy Diviney
- Steel Beam Reinforcing, Randy Diviney
- Navy Structural Document Source,
Ed Fasula
- Re: Navy Structural Document Source, Bill Polhemus
- Re: Navy Structural Document Source, Kirk Haverland
- <Possible follow-ups>
- Wall Acting As Column, Lutz,James
- RE: Wall Acting As Column, Alfonso S Quilala
- RE: Wall Acting As Column, Novak, Dan
- <Possible follow-ups>
- RE: ASCE 7-95 question...,
Connor, John A NWK
- RE: ASCE 7-95 question...,
Scott E Maxwell
- Re: ASCE 7-95 question..., Rick Burch
- Re: ASCE 7-95 question..., Scott E Maxwell
- Basketball Goals (again), Michael Zaitz
- RE: ASCE 7-95 question..., Mike Valley
- RE: ASCE 7-95 question...,
Scott E Maxwell
- RE: Forklift Ramp Slope, Roger Davis
- <Possible follow-ups>
- Re: Forklift Ramp Slope, PEC - Lake City
- Re: Forklift Ramp Slope, Fountain Conner
- RE: Forklift Ramp Slope, Sherman, William
- Re: Roof Framing, Joist Spacing...Input please, Jim Kestner
- Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please, Michael Zaitz
- Re: Roof Framing, Joist Spacing...Input please, Kirk Haverland
- Re: Roof Framing, Joist Spacing...Input please, William Sanders
- RE: Roof Framing, Joist Spacing...Input please, Brian K. Smith
- <Possible follow-ups>
- RE: Roof Framing, Joist Spacing...Input please,
Acie Chance
- Basketball Goals, Michael Zaitz
- RE: Roof Framing, Joist Spacing...Input please, Joyce Fuss
- Re: Roof Framing, Joist Spacing...Input please,
c2
- RE: Roof Framing, Joist Spacing...Input please,
Roger Davis
- RE: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- RE: Roof Framing, Joist Spacing...Input please,
Roger Davis
- Re: Roof Framing, Joist Spacing...Input please, M.Nadkarni
- RE: Roof Framing, Joist Spacing...Input please, Sprague, Harold O.
- Re: Roof Framing, Joist Spacing...Input please,
c2
- Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please,
c2
- Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please,
c2
- Re: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please,
EphHirsch
- Re: Roof Framing, Joist Spacing...Input please,
Rick Burch
- RE: Roof Framing, Joist Spacing...Input please, Bill Allen
- Re: Roof Framing, Joist Spacing...Input please,
Rick Burch
- Re: Roof Framing, Joist Spacing...Input please,
c2
- Re: Roof Framing, Joist Spacing...Input please,
Scott E Maxwell
- RE: Roof Framing, Joist Spacing...Input please, Bill Allen
- RE: Roof Framing, Joist Spacing...Input please, Scott E Maxwell
- RE: Roof Framing, Joist Spacing...Input please, Bill Allen
- Re: Roof Framing, Joist Spacing...Input please,
Scott E Maxwell
- Re: Roof Framing, Joist Spacing...Input please, Fountain Conner
- RE: Metric Roof Slope, Gunnar Hafsteinn Isleifsson
- Re: Metric Roof Slope, Peter McCormack
- RE: Metric Roof Slope, lrk
- <Possible follow-ups>
- RE: Metric Roof Slope, Khosrownia, Ghassem SPK
- RE: Metric Roof Slope, Alfonso S Quilala
- RE: Metric Roof Slope,
Roger Turk
- Re: Metric Roof Slope, Paul Feather
- RE: Metric Roof Slope,
Alfonso S Quilala
- RE: Metric Roof Slope, Bill Allen
- RE: Metric Roof Slope,
Alfonso S Quilala
- RE: Metric Roof Slope, Bill Allen
- Re: Metric Roof Slope, Paul Ransom
- Re: Metric Roof Slope, John MacLean
- Re: Metric Roof Slope, Paul Ransom
- Re: Metric Roof Slope, Roger Turk
- RE: AutoCAD 2000 Help, lrk
- <Possible follow-ups>
- AutoCAD 2000 Help,
Williston L. Warren, IV - S.E.
- Re: AutoCAD 2000 Help, Joseph R. Grill
- <Possible follow-ups>
- Re: Roof Framing, Joist Spacing...Input, c2
- RE: Roof Framing, Joist Spacing...Input, Sprague, Harold O.
- <Possible follow-ups>
- RE: Basketball Goals (again), Adair, Joel
- Basketball Goals (again), Roger Turk
- Re: Basketball Goals (again), Christopher Wright
- <Possible follow-ups>
- RE: [AEC-Residential] Free Lateral Design Spreadsheet, Alfonso S Quilala
- Re: [AEC-Residential] Free Lateral Design Spreadsheet,
Nels Roselund
- Steel Reinforcement Elongation Limit, frp 2000
- Steel Modulus and Strength, frp 2000
- Re: Residential construction-hip beams,
Barry H. Welliver
- Re: Residential construction-hip beams, Joseph R. Grill
- Re: Residential construction-hip beams, William Nelson
- <Possible follow-ups>
- Re: Residential construction-hip beams, sscholl2
- Re: Residential construction-hip beams,
marfra
- Re: Residential construction-hip beams, Jim Kestner
- Re: Residential construction-hip beams,
sscholl2
- Re: Residential construction-hip beams, Domenic DeAngelo
- Re: Residential construction-hip beams, David Hall
- Re: Residential construction-hip beams, Roger Turk
- Re: Residential construction-hip beams, sscholl2
- Re: Residential construction-hip beams, c2
- Re: Residential construction-hip beams, Fountain Conner
- Re: Residential construction-hip beams, Christopher Wright
- RE: Residential construction-hip beams, Alfonso S Quilala
- Re: Residential construction-hip beams, Stuart Lewis
- Re: Residential construction-hip beams, Christopher Wright
- FS: HP Designjet 600 E size Roll Feed Plotter, Bill Allen
- Re: light gauge design program, Scott E Maxwell
- Re: WorldWide Wood Frame Construction, John Rose
- <Possible follow-ups>
- RE: Worldwide Wood Frame Construction, Harzer
- <Possible follow-ups>
- Re: Roof Truss Wind Pressure Coefficient, TARNO COLEMAN
- Re: Residential Design Spreadsheet, Larry Hauer
- <Possible follow-ups>
- Re: Residential Design Spreadsheet,
Nels Roselund
- RE: Residential Design Spreadsheet, Bill Allen
- Re: Residential Design Spreadsheet,
Swingle, Mark
- RE: Residential Design Spreadsheet, Mark E. Deardorff
- RE: Residential Design Spreadsheet,
Mark E. Deardorff
- Re: Residential Design Spreadsheet, Domenic DeAngelo
- Re: Cantilevered Stairs, Domenic DeAngelo
- Re: Cantilevered Stairs, Paul Feather
- Re: Cantilevered Stairs, Meena Gajjar
- Re: Cantilevered Stairs, Meena Gajjar
- RE: Residential Design Spreadsheet, dennis pantazis
- RE: Residential Design Spreadsheet, Swingle, Mark
- <Possible follow-ups>
- Re: [Q]: Seismic Design Provisions for Scaffolding ..., sscholl2
- <Possible follow-ups>
- Re: cable x-bracing, Nels Roselund
- RE: cable x-bracing, Sprague, Harold O.
- cable x-bracing,
Mark Baker
- Re: cable x-bracing,
Jim Kestner
- Re: cable x-bracing, Scott E Maxwell
- Re: cable x-bracing, Jeff Coronado
- Re: cable x-bracing,
Jim Kestner
- RE: cable x-bracing, Sherman, William
- Re: cable x-bracing,
Nels Roselund
- Re: cable x-bracing,
Mark Baker
- Re: cable x-bracing, Bruce Pooley
- Re: cable x-bracing,
Mark Baker
- Re: cable x-bracing, Mark Gilligan
- Re: Steel Reinforcement Elongation Limit, frp 2000
- Re: Steel Reinforcement Elongation Limit,
Scott E Maxwell
- Re: Steel Reinforcement Elongation Limit,
frp 2000
- Re: Steel Reinforcement Elongation Limit, Scott E Maxwell
- Re: Steel Reinforcement Elongation Limit, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- MaxQuake, Bob Morrison
- Re: Steel Reinforcement Elongation Limit, frp2000
- Re: Steel Reinforcement Elongation Limit, frp2000
- Re: Steel Reinforcement Elongation Limit,
frp 2000
- <Possible follow-ups>
- Re: Steel Reinforcement Elongation Limit,
Roger Turk
- Re: Steel Reinforcement Elongation Limit, frp 2000
- Re: Steel Reinforcement Elongation Limit,
Swingle, Mark
- RE: Steel Reinforcement Elongation Limit, Brian K. Smith
- Re: Steel Reinforcement Elongation Limit,
Roger Turk
- Dimensioning,
Michael Zaitz
- RE: Dimensioning, Brian K. Smith
- Re: Dimensioning, Domenic DeAngelo
- Re: Steel Reinforcement Elongation Limit, frp 2000
- Dimensioning,
Michael Zaitz
- RE: Steel Modulus and Strength,
Bill Allen
- Re: Steel Modulus and Strength, frp 2000
- Re: Steel Modulus and Strength,
Scott E Maxwell
- Re: Steel Modulus and Strength,
frp 2000
- Re: Steel Modulus and Strength, Scott E Maxwell
- Re: Steel Modulus and Strength, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Steel Modulus and Strength,
frp 2000
- Re: Steel Modulus and Strength,
frp 2000
- Re: Steel Modulus and Strength,
John Riley
- RE: Steel Modulus and Strength, Bill Allen
- Re: Steel Modulus and Strength, frp2000
- Re: Steel Modulus and Strength,
John Riley
- <Possible follow-ups>
- Re: Steel Modulus and Strength,
Roger Turk
- Re: Steel Modulus and Strength, frp2000
- RE: Steel Modulus and Strength,
Charles Espenlaub
- Re: Steel Modulus and Strength, frp 2000
- RE: Steel Modulus and Strength, Paul Crocker
- Re: Steel Modulus and Strength, Christopher Wright
- RE: Steel Modulus and Strength, Scott, William N.
- Re: Steel Modulus and Strength, Christopher Wright
- Re: Steel Modulus and Strength,
Roger Turk
- Re: Steel Modulus and Strength, frp2000
- RE: Steel Modulus and Strength,
Bill Allen
- Re: Steel Modulus and Strength, Charley Hamilton
- RE: Steel Modulus and Strength, james korff
- Re: Dimensioning, Domenic DeAngelo
- <Possible follow-ups>
- RE: Dimensioning, Sprague, Harold O.
- Re: QUERY: Steel Connection Design Philosophy, Scott E Maxwell
- <Possible follow-ups>
- RE: QUERY: Steel Connection Design Philosophy, Sprague, Harold O.
- RE: Question on SAP2K, Ron Larsen
- <Possible follow-ups>
- Re: Use of weathering steel, sscholl2
- Re: Use of weathering steel, Randy Russ
- RE: Use of weathering steel,
Sprague, Harold O.
- RE: Use of weathering steel, Scott E Maxwell
- RE: Use of weathering steel,
Charlie Carter
- RE: Use of weathering steel, dennis pantazis
- Re: Railroad loading reference, Bob Morrison
- Re: Railroad loading reference, Jim Kestner
- <Possible follow-ups>
- RE: Railroad loading reference, Charlie Carter
- RE: Railroad loading reference, Charlie Carter
- Re: Railroad loading reference, Pat Ebner
- Re: Railroad loading reference, Jonathan Mallard
- Re: Railroad loading reference,
David Hall
- Re: Railroad loading reference, Bill Polhemus
- Re: way off topic - Where oh where has my eraser gone?, Charley Hamilton
- Re: way off topic - Where oh where has my eraser gone?, frp2000
- way off topic - Where oh where has my eraser gone?, Lynn H
- <Possible follow-ups>
- RE: way off topic - Where oh where has my eraser gone?, Armijo, John J (PWCSD 184)
- Re: way off topic - Where oh where has my eraser gone?, Fountain Conner
- RE: Release of Calcs., Bill Allen
- Release of Calcs., John Riley
- RE: Release of Calcs., Mark E. Deardorff
- Re: Release of Calcs., Bart Kemper
- Re: Release of Calcs., frp2000
- Re: Release of Calcs., Larry Hauer
- Re: Release of Calcs., Jeff Coronado
- <Possible follow-ups>
- RE: Release of Calcs., Paul Crocker
- Re: Release of Calcs.,
David Hall
- Re: Release of Calcs.,
Jim Kestner
- Re: Release of Calcs., Richard & audra
- Re: Release of Calcs., frp2000
- Re: Release of Calcs.,
Jim Kestner
- RE: Release of Calcs., Sherman, William
- RE: Release of Calcs., George Richards, P.E.
- Re: Release of Calcs., David Hall
- RE: Release of Calcs., Cain, William
- Re: Release of Calcs.,
Nels Roselund
- Re: Release of Calcs.,
Jim Kestner
- Re: Release of Calcs., Scott E Maxwell
- Re: Release of Calcs.,
Jim Kestner
- Release of Calcs., Roger Turk
- Re: Release of Calcs., GEOHAK
- RE: Release of Calcs.,
Roger Turk
- Copyright of calcs,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: Copyright of calcs, Bill Allen
- Re: Copyright of calcs, Bart Kemper
- RE: Copyright of calcs, Bill Allen
- Re: Copyright of calcs, Bart Kemper
- Copyright of calcs,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- FW: Release of Calcs., Ritter, Mike
- RE: Release of Calcs., Zachary Goswick
- Release of Calcs., Zachary Goswick
- Re: Release of Calcs., Christopher Wright
- Re: Release of Calcs.,
Roger Turk
- Re: Release of Calcs., Jim Kestner
- RE: Release of Calcs.,
Acie Chance
- Collectors & Drag Struts,
Michael Bryson
- RE: Collectors & Drag Struts, Mark E. Deardorff
- Collectors & Drag Struts,
Michael Bryson
- RE: Release of Calcs., Bart Needham
- RE: Release of Calcs.,
Devlin, Dan
- Re: Release of Calcs., Bart Kemper
- Re: Release of Calcs., Fountain Conner
- RE: Release of Calcs., Christopher Wright
- Re: Release of Calcs., Martin W. Johnson
- Re: Release of Calcs.,
Roger Turk
- Re: Release of Calcs., Jim Kestner
- Re: Release of Calcs., Fountain Conner
- Re: Release of Calcs., Christopher Wright
- Re: Release of Calcs.,
Fountain Conner
- Re: Release of Calcs.,
Bart Kemper
- Re: Release of Calcs., Scott E Maxwell
- Re: Release of Calcs.,
Bart Kemper
- RE: Release of Calcs., Roger Turk
- Re: Release of Calcs., Roger Turk
- Re: Release of Calcs., Roger Turk
- Re: Release of Calcs., Swingle, Mark
- Re: Lateral restraint of steel beams at support locations, Jeff Coronado
- Re: Lateral restraint of steel beams at support locations, Paul Feather
- <Possible follow-ups>
- RE: Lateral restraint of steel beams at support locations, Charlie Carter
- Re: Glass Railing,
Bart Kemper
- Re: Glass Railing, Samir Ghosn
- Re: Glass Railing, Jim Kestner
- Re: Glass Railing, Samir Ghosn
- Re: Glass Railing, Jeff Coronado
- <Possible follow-ups>
- RE: Glass Railing, sharonb
- Re: Glass Railing, sscholl2
- Re: Glass Railing, c2
- Re: Glass Railing, Fountain Conner
- <Possible follow-ups>
- Re: LADBS Info Bulletin ST-12, SDGSE
- Re: LADBS Info Bulletin ST-12,
Martin W. Johnson
- RE: LADBS Info Bulletin ST-12, Bill Allen
- RE: LADBS Info Bulletin ST-12, Joyce Fuss
- Re: LADBS Info Bulletin ST-12, Richard Flower
- RE: LADBS Info Bulletin ST-12, Becker, Rick
- RE: Offshore Design, Brian K. Smith
- <Possible follow-ups>
- Re: Offshore Design,
Fountain Conner
- RE: Offshore Design,
Bill Allen
- RE: Offshore Design, Brian K. Smith
- RE: Offshore Design,
Bill Allen
- Re: Offshore Design,
hans boge
- RE: Offshore Design,
Brian K. Smith
- Re: Offshore Design, Paul Feather
- Re: Offshore Design, Bart Kemper
- RE: Offshore Design,
Brian K. Smith
- Re: Offshore Design, Syed A Masroor
- RE: Offshore Design,
marfra
- Re: Offshore Design, Paul Feather
- Re: Offshore Design, Christopher Wright
- RE: Offshore Design, Acie Chance
- Re: Offshore Design, Fountain Conner
- RE: Offshore Design, Acie Chance
- RE: Offshore Design, Alfonso S Quilala
- Re: Offshore Design, sscholl2
- Re: Offshore Design,
Fountain Conner
- Re: Offshore Design, Bart Kemper
- Re: Offshore Design, Fountain Conner
- Fw: Offshore Design, hans boge
- RE: Offshore Design,
Paul Crocker
- Re: Offshore Design,
Bart Kemper
- RE: Offshore Design, Tomas Matta
- Re: Offshore Design,
Bart Kemper
- Re: Offshore Design, Bart Kemper
- Re: Offshore Design, Paul Ransom
- RE: Offshore Design, marfra
- Re: Offshore Design, Hasan Hindawi
- Re: Offshore Design,
Syed A Masroor
- RE: Offshore Design, Bill Allen
- Re: Offshore Design, sikander abulkhair
- Re: Offshore Design,
Keith Fix
- Re: Offshore Design, Hasan Hindawi
- Re: Offshore Design, Christopher Wright
- Offshore Design, Stamper, James H.
- <Possible follow-ups>
- Re: SDM Vol 2, Swingle, Mark
- RE: SDM Vol 2, George Richards, P.E.
- Re: SDM Vol 2, SDGSE
- FWD: SDM Vol 2, SDGSE
- <Possible follow-ups>
- Staad Bug: Wind Load,
marfra
- Re: Staad Bug: Wind Load, Bill Polhemus
- RE: Staad Bug: Wind Load, Khosrownia, Ghassem SPK
- re: Staad Bug: Wind Load,
Arvind K. Bisarya
- Re: Staad Bug: Wind Load, Bill Polhemus
- <Possible follow-ups>
- J series joists, Roger Turk
- Re: J series joists, c2
- Re: client wants our spread sheet, Charley Hamilton
- RE: client wants our spread sheet, Bill Allen
- RE: client wants our spread sheet, Mark E. Deardorff
- <Possible follow-ups>
- Re: client wants our spread sheet, Christopher Wright
- Re: client wants our spread sheet, Greg Smith
- Re: client wants our spread sheet, RJConley
- <Possible follow-ups>
- FW: Galvanized Anchor Bolts, Tom VanDorpe
- <Possible follow-ups>
- Prestressing rods, Roger Turk
- RE: Prestressing rods, Sprague, Harold O.
- <Possible follow-ups>
- Re: Collectors & Drag Struts,
Nels Roselund
- Re: Collectors & Drag Struts,
Michael Bryson
- RE: Collectors & Drag Struts, Mark E. Deardorff
- Re: Collectors & Drag Struts,
Michael Bryson
- Re: Collectors & Drag Struts, Nels Roselund
- RE: Collectors & Drag Struts, Paul_Reilly
- RE: Collectors & Drag Struts, Swingle, Mark
- Re: Collectors & Drag Struts, Nels Roselund
- Re: Collectors & Drag Struts, Greg Smith
- Re: What about iron balusters and guardrails?, Scott E Maxwell
- <Possible follow-ups>
- Re: What about iron balusters and guardrails?, Swingle, Mark
- RE: What about iron balusters and guardrails?, George Richards, P.E.
- RE: What about iron balusters and guardrails?, Sherman, William
- RE: What about iron balusters and guardrails?, Tom . Hunt
- <Possible follow-ups>
- Fw: Steel Antenna Towers.,
Muhammad Amin
- Re: Steel Antenna Towers., vicpeng
- RE: Steel Antenna Towers., Eric Lehmkuhl
- RE: Steel Antenna Towers., Sprague, Harold O.
- Re: Free steel seminar By Dr. A. Astaneh @ the city of San Jose, Laurence B. Oeth
- <Possible follow-ups>
- Free steel seminar By Dr. A. Astaneh @ the city of San Jose, Yousefi, Ben
- <Possible follow-ups>
- Re: Employment: Civil Engineer for Southern California Arch Firm, raquel mendez
- SEAOC Position Paper on Cantilevered Columns,
Bill Allen
- RE: SEAOC Position Paper on Cantilevered Columns, Bill Allen
- <Possible follow-ups>
- RE: Non Linear Dynamic Analysis and the number of records, Cain, William
- Re: Non Linear Dynamic Analysis and the number of records, Christopher Wright
- <Possible follow-ups>
- Re: masonry & wood, David Topete
- Re: masonry & wood,
Nels Roselund
- Re: masonry & wood, Mark D. Baker
- <Possible follow-ups>
- RE: Sturgis,
Acie Chance
- RE: Sturgis, Bill Allen
- RE: Sturgis, Robert Rollo
- RE: Sturgis,
Acie Chance
- RE: Sturgis, Bill Allen
- RE: QUERY: Use of "Beta" and "Theta" in VisualAnalysis,
Brian K. Smith
- Re: QUERY: Use of "Beta" and "Theta" in VisualAnalysis, Javier Encinas
- <Possible follow-ups>
- RE: Underground Structures, Sprague, Harold O.
- RE: Underground Structures, Lutz,James
- Underground Structures, Vinod Sahni
- Re: Underground Structures, Greg Smith
- Re: Underground Structures, Swingle, Mark
- RE: Underground Structures, Caldwell, Stan
- Re: Underground Structures, Rhkratzse
- RE: Wall anchorage at flexible diaphragms, Mike Valley
- <Possible follow-ups>
- Re: Minnesota PE Wanted, Christopher Wright
- Re: Open Web/LH Steel Joist Splices, Jim Kestner
- RE: Open Web/LH Steel Joist Splices, Roger Davis
- RE: Open Web/LH Steel Joist Splices, Dan Vines
- <Possible follow-ups>
- RE: Open Web/LH Steel Joist Splices, Sprague, Harold O.
- Re: Open Web/LH Steel Joist Splices, Nd1942
- Re: Open Web/LH Steel Joist Splices, c2
- Open Web/LH Steel Joist Splices,
Roger Turk
- Re: Open Web/LH Steel Joist Splices, Bill Polhemus
- Re: Open Web/LH Steel Joist Splices,
Roger Turk
- Re: Open Web/LH Steel Joist Splices, Bill Polhemus
- Re: Open Web/LH Steel Joist Splices, Christopher Wright
- Re: Open Web/LH Steel Joist Splices, Nd1942
- Open Web/LH Steel Joist Splices, Vinod Sahni
- RE: Open Web/LH Steel Joist Splices, Charlie Carter
- Re: Open Web/LH Steel Joist Splices,
Keith Fix
- RE: Open Web/LH Steel Joist Splices, Mark E. Deardorff
- RE: Open Web/LH Steel Joist Splices, Matthew Stuart
- Re: Open Web/LH Steel Joist Splices, Nd1942
- Re: Open Web/LH Steel Joist Splices, c2
- Re: STEEL: Connecting HSS to HSS for Moment,
Mark Baker
- Re: STEEL: Connecting HSS to HSS for Moment, Bill Polhemus
- <Possible follow-ups>
- Re: Design of Valley Beams,
Nels Roselund
- RE: Design of Valley Beams, Bill Allen
- Re: Design of Valley Beams, Fountain Conner
- Re: Design of Valley Beams,
Paul_Reilly
- RE: Design of Valley Beams, Bill Allen
- Re: Design of Valley Beams, Christopher Wright
- Re: Design of Valley Beams, Fountain Conner
- RE: WELDING: Unclear about Qf and U in AWS D1.1-96 Section 2.40.2, Mark E. Deardorff
- RE: Recall: Offshore Design, Mark E. Deardorff
- Re: Recall: Offshore Design,
sikander abulkhair
- Re: Recall: Offshore Design,
Bart Kemper
- Re: Recall: Offshore Design, sikander abulkhair
- Re: Recall: Offshore Design, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Recall: Offshore Design,
Bart Kemper
- <Possible follow-ups>
- Re: help: bowstring truss modification (unbraced length problem),
Greg Smith
- LINUX reality check,
Mark E. Deardorff
- Re: LINUX reality check, Bill Polhemus
- LINUX reality check,
Mark E. Deardorff
- Re: help: bowstring truss modification (unbraced length problem), Greg Smith
- <Possible follow-ups>
- Re: The Engineering Paradigm (WAS Re: Op,
Christopher Wright
- Re: The Engineering Paradigm (WAS Re: Op, frp 2000
- Re: The Engineering Paradigm (WAS Re: Op,
Fountain Conner
- Re: The Engineering Paradigm (WAS Re: Op, Bill Polhemus
- Re: The Engineering Paradigm (WAS Re: Op, Christopher Wright
- Re: The Engineering Paradigm (WAS Re: Op, Fountain Conner
- Re: Masonry Cement,
Domenic DeAngelo
- RE: Masonry Cement, Roger Davis
- Re: WANTED: Info from AWS D1.1-2000, Paul Feather
- RE: WANTED: Info from AWS D1.1-2000, Bob Shaw
- RE: Steel Roof Decking, Roger Davis
- <Possible follow-ups>
- RE: Steel Roof Decking,
Khosrownia, Ghassem SPK
- Re: Steel Roof Decking,
Chris Towne
- Re: Steel Roof Decking, Scott E Maxwell
- Re: Steel Roof Decking,
Chris Towne
- Re: Steel Roof Decking, Keith Fix
- Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op ..), Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- <Possible follow-ups>
- Re: Concorde crash (was The Engineering Paradigm (WAS Re: Op ..), Paul Ransom
- Re: You are misinformed and Unlicensed, Madhan
- <Possible follow-ups>
- Re: You are misinformed and Unlicensed, steven hart
- You are misinformed and Unlicensed, Mark Gilligan
- RE: You are misinformed and Unlicensed, sharonb
- RE: You are misinformed and Unlicensed, MKnight
- RE: You are misinformed and Unlicensed, Daley, John
- RE:You are misinformed and Unlicensed,
Aswin Rangaswamy
- Re: You are misinformed and Unlicensed,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: You are misinformed and Unlicensed, Bill Allen
- Hit "Delete", not "reply", Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: Hit "Delete", not "reply", Bill Allen
- Re: You are misinformed and Unlicensed, frp 2000
- Re: You are misinformed and Unlicensed, capitalino
- ADMIN ACTION Re: You are misinformed...., Shafat Qazi
- Re: You are misinformed and Unlicensed,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: You are misinformed and Unlicensed, steven hart
- re: You are misinformed and Unlicensed, Arvind K. Bisarya
- RE: You are misinformed and Unlicensed, Christopher Wright
- re: You are misinformed and Unlicensed,
Arvind K. Bisarya
- Re: You are misinformed and Unlicensed, Syed A Masroor
- Re: You are misinformed and Unlicensed,
steven hart
- Arena Live Load,
Michael Bryson
- Re: Arena Live Load, gbuydens
- RE: Arena Live Load, David Bejan Tehranchi
- Aaphalt Implegnated Board under tank foundation, Kim young ki
- Re: Asphalt Implegnated Board under tank foundation, quinnair
- Arena Live Load,
Michael Bryson
- RE: E and O (Liability) Insurance, Ron Hill
- Re: E and O (Liability) Insurance,
L. Thomas Bayne
- RE: E and O (Liability) Insurance, Brad Friederichs
- <Possible follow-ups>
- RE: E and O (Liability) Insurance, Charlie Carter
- E and O (Liability) Insurance, Roger Turk
- RE: E and O (Liability) Insurance, Gerard Madden
- Re: RE: E and O (Liability) Insurance, Rhkratzse
- <Possible follow-ups>
- RE: Removable exterior walls,
Caldwell, Stan
- Re: Removable exterior walls, Jim Kestner
- Re: Removable exterior walls, Jim Kestner
- Re: SEAOC 2000 Convention, frp 2000
- <Possible follow-ups>
- Re: SEAOC 2000 Convention, Constantine Shuhaibar
- Re: SEAOC 2000 Convention, benjamin . baer
- Re: SEAOC 2000 Convention, Roger Turk
- Re: SEAOC 2000 Convention, Constantine Shuhaibar
- Re: Pennsylvania SEA, Albert J. Meyer, Jr.
- <Possible follow-ups>
- Re: Pennsylvania SEA,
Roger Turk
- RE: Pennsylvania SEA, Mark E. Deardorff
- Re: Soil Bearing Pressure, Chris Lillback
- Re: Soil Bearing Pressure, John Riley
- <Possible follow-ups>
- Re:Soil Bearing Pressure, TBenson
- Re: Soil Bearing Pressure, Paul_Reilly
- Re: Soil Bearing Pressure,
Roger Turk
- Re: Soil Bearing Pressure,
John Riley
- Re: Soil Bearing Pressure, L. Thomas Bayne
- Re: Soil Bearing Pressure, Chris Lillback
- Geotechnical Engineers, JCohen
- Re: Soil Bearing Pressure,
John Riley
- Re: Soil Bearing Pressure, Paul_Reilly
- Re[2]: Soil Bearing Pressure, TBenson
- Re[2]: Soil Bearing Pressure,
Roger Turk
- Load Combinations for ASD 9th,
Michael Zaitz
- RE: Load Combinations for ASD 9th, Bill Allen
- RE: Load Combinations for ASD 9th, David Bejan Tehranchi
- Load Combinations for ASD 9th,
Michael Zaitz
- RE: Soil Bearing Pressure, Cain, William
- <Possible follow-ups>
- RE: Staad: Master/Slave Joints, Rogers, Robert
- re: Staad: Master/Slave Joints,
Arvind K. Bisarya
- RE: Staad: Master/Slave Joints, Mark E. Deardorff
- Re: Staad: Master/Slave Joints, Fariborz Tehrani
- Re: Staad: Master/Slave Joints, EphHirsch
- RE: Staad: Master/Slave Joints, Connor, John A NWK
- Re: Structural vs Political, John Riley
- <Possible follow-ups>
- Re: Structural vs Political, Christopher Wright
- Re: Hit "Delete", not "reply", capitalino
- <Possible follow-ups>
- Re: Hit "Delete", not "reply", Christopher Wright
- RE: K-factor for concrete in SAP90 via SAP2000, Eduardo Lopez
- Re: Angle in Bending,
John Riley
- MORE on Angle Bending (WAS Re: Angle in Bending),
Bill Polhemus
- RE: MORE on Angle Bending (WAS Re: Angle in Bending), atenogenes beleño perez
- MORE on Angle Bending (WAS Re: Angle in Bending),
Bill Polhemus
- Re: Angle in Bending,
Paul Feather
- RE: Angle in Bending, Kehshin Chi
- <Possible follow-ups>
- RE: Angle in Bending,
Panos Trochalakis
- Re: Angle in Bending, Michael Zaitz
- RE: Angle in Bending, sharonb
- Re: Structural vs Political: Waaay off topic, John Riley
- <Possible follow-ups>
- Re: Masonry Cement, Roger Turk
- RE: Masonry Cement, Lutz,James
- RE: Masonry Cement,
Sprague, Harold O.
- Re: Masonry Cement, Domenic DeAngelo
- <Possible follow-ups>
- RE: Hertz Stress, Charlie Carter
- Re: WANTED: Welding Symbols for Microstation, Peter McCormack
- RE: WANTED: Welding Symbols for Microstation, Joseph Harouni
- <Possible follow-ups>
- Re: WANTED: Welding Symbols for Microstation, RJConley
- <Possible follow-ups>
- Re: SAP 2000 Nonlinear, Waldemar Quiles
- RE: SAP 2000 Nonlinear, Lutz,James
- Re: SAP 2000 Nonlinear, Omar M. Waqfi
- Re: SAP 2000 Nonlinear, Virgilio Lao
- RE: accelerating curing of concrete slab, Mark E. Deardorff
- <Possible follow-ups>
- RE: accelerating curing of concrete slab, Lutz,James
- RE: accelerating curing of concrete slab, Sprague, Harold O.
- RE: accelerating curing of concrete slab, Sherman, William
- RE: accelerating curing of concrete slab, Dick_Roberts
- Re: accelerating curing of concrete slab, Nels Roselund
- Re: accelerating curing of concrete slab, sscholl2
- RE: accelerating curing of concrete slab, Fieberling, Eric
- <Possible follow-ups>
- RE: Hydraulic Elevator Pit Design, Sprague, Harold O.
- RE: Continuing Education,
Bill Allen
- Re: Continuing Education, Bart Kemper
- Re: Continuing Education, Albert Ford
- <Possible follow-ups>
- RE: Continuing Education, Cain, William
- RE: Continuing Education, Sprague, Harold O.
- RE: Concrete Repair, David Bejan Tehranchi
- Re: Concrete Repair, Upendra Poudel
- Re: Pile Cap Restraint, Hasan Hindawi
- <Possible follow-ups>
- RE: Pile Cap Restraint, Sprague, Harold O.
- Re: Glass Floors,
Jeff Coronado
- RE: Glass Floors,
Mark E. Deardorff
- Lumber Grading, Bill Allen
- Re: Lumber Grading, Bruce Pooley
- RE: Glass Floors,
Mark E. Deardorff
- <Possible follow-ups>
- RE: Glass Floors, Sprague, Harold O.
- RE: Glass Floors,
Panos Trochalakis
- Re: Glass Floors, frp 2000
- Re: Need some advices, Paul Feather
- SE Registration,
BOELTER
- RE: SE Registration, Mark E. Deardorff
- <Possible follow-ups>
- RE: Need some advices, Cain, William
- Re: SE Registration,
Richard & audra
- RE: SE Registration,
Mark E. Deardorff
- Re: SE Registration, Richard & audra
- RE: SE Registration,
Mark E. Deardorff
- Re: Composite Beam Retrofit, Hasan Hindawi
- Re: control joints in grouted cmu walls, Jeff Ellis
- Re: control joints in grouted cmu walls, Scott E Maxwell
- <Possible follow-ups>
- control joints in grouted cmu walls, Roger Turk
- <Possible follow-ups>
- tecnical norms, Sezefredo
- Re: Tecnical Norms, Pat Ebner
- Re: Tecnical Norms, Sezefredo
- Re: Grade @ Anchor Bolts, Mark D. Anderson PE
- Re: Grade @ Anchor Bolts,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- More on Anchor Bolts,
Ed Fasula
- Re: More on Anchor Bolts, Bill Polhemus
- More on Anchor Bolts,
Ed Fasula
- <Possible follow-ups>
- RE: Grade @ Anchor Bolts, Sprague, Harold O.
- Re: Grade @ Anchor Bolts,
Keith Fix
- Re: Grade @ Anchor Bolts, Scott E Maxwell
- RE: Grade @ Anchor Bolts, Charlie Carter
- RE: Grade @ Anchor Bolts, Keith Fix
- RE: Grade @ Anchor Bolts,
Charlie Carter
- Por-Roc,
Michael Bryson
- Re: Por-Roc, Rick Burch
- Re: Por-Roc, Bill Polhemus
- Por-Roc,
Michael Bryson
- Re: Grade @ Anchor Bolts,
PEC - Lake City
- RE: Grade @ Anchor Bolts, Ed Fasula
- RE: Grade @ Anchor Bolts, Charlie Carter
- RE: Grade @ Anchor Bolts, Sherman, William
- Re: Grade @ Anchor Bolts,
Nels Roselund
- Re: Grade @ Anchor Bolts,
Scott E Maxwell
- RE: Grade @ Anchor Bolts, Brian K. Smith
- Re: Grade @ Anchor Bolts,
Scott E Maxwell
- RE: Grade @ Anchor Bolts, Acie Chance
- Re: Grade @ Anchor Bolts, Jim Middleton
- RE: Grade @ Anchor Bolts, Tom . Hunt
- RE: Grade @ Anchor Bolts, Cain, William
- Re: Grade @ Anchor Bolts, Nels Roselund
- RE: Grade @ Anchor Bolts,
Cain, William
- RE: Grade @ Anchor Bolts, Scott E Maxwell
- RE: Grade @ Anchor Bolts, Cain, William
- Re: Check for Floatation, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- <Possible follow-ups>
- Re: Check for Floatation, PEC - Lake City
- Check for Floatation, Roger Turk
- Re: Check for Floatation,
Randy Russ
- Re: Check for Floatation, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: Check for Floatation, Sherman, William
- Re: Clarify "Need some advices", Peter McCormack
- Re: corrosion of cor-ten type rebars, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: Nail Slip, Mike Valley
- <Possible follow-ups>
- Nail Slip,
Nels Roselund
- RE: Nail Slip, Mike Valley
- Re: Nail Slip,
John Rose
- Re: Nail Slip, Johnny Drozdek
- Re: Nail Slip,
Nels Roselund
- RE: Nail Slip,
Bill Allen
- Re: Nail Slip, John Rose
- RE: Nail Slip, Bill Allen
- Re: Nail Slip, fturner
- Re: Nail Slip, John Rose
- RE: Nail Slip, Mike Valley
- RE: Nail Slip,
Bill Allen
- Re: Nail Slip, Nels Roselund
- <Possible follow-ups>
- Welding A615 Grade 60, Alfonso S Quilala
- RE: Welding A615 Grade 60, Christopher Wright
- Re: Welding A615 Grade 60,
sscholl2
- Re: Welding A615 Grade 60, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Welding A615 Grade 60, Christopher Wright
- Re: Welding A615 Grade 60, sscholl2
- RE: Welding A615 Grade 60, Sherman, William
- <Possible follow-ups>
- agricultural buildings,
Sprague, Harold O.
- Re: agricultural buildings, fturner
- Re: agricultural buildings, Scott E Maxwell
- RE: agricultural buildings, Mark E. Deardorff
- RE: agricultural buildings,
Roger Turk
- RE: agricultural buildings, Mark E. Deardorff
- Re: Floor Sealer Hardeners, Kirk Haverland
- <Possible follow-ups>
- RE: Floor Sealer Hardeners, Sprague, Harold O.
- <Possible follow-ups>
- Re: Interim Report on FEMA 350 100% DRAFT,
Rick . Drake
- RE: Interim Report on FEMA 350 100% DRAFT, Bill Allen
- RE: Interim Report on FEMA 350 100% DRAFT, Cain, William
- <Possible follow-ups>
- RE: Laterally Loaded Pier Foundations, Sprague, Harold O.
- Re: Laterally Loaded Pier Foundations, Pat Ebner
- RE: Laterally Loaded Pier Foundations, George Richards, P.E.
- RE: Laterally Loaded Pier Foundations,
John MacLean
- Re: Laterally Loaded Pier Foundations,
Bill Polhemus
- RE: Laterally Loaded Pier Foundations, David Bejan Tehranchi
- Re: Laterally Loaded Pier Foundations, Javier Encinas
- Re: Laterally Loaded Pier Foundations,
Bill Polhemus
- Re: Laterally Loaded Pier Foundations,
John MacLean
- Re: Laterally Loaded Pier Foundations, Javier Encinas
- Re: Laterally Loaded Pier Foundations, PEC - Lake City
- RE: Seismic Design of Bridge Foundation, Bill Allen
- <Possible follow-ups>
- RE: Seismic Design of Bridge Foundation, Novak, Dan
- Re: Seismic Design of Bridge Foundation, Shashi Bhakta
- <Possible follow-ups>
- Re: Ultimate Strength Design Criteria, Rick . Drake
- Re: Sign Up Today !!, Scott E Maxwell
- Re: Recommendations for geotechnical engineers, Scott E Maxwell
- Re: Recommendations for geotechnical engineers, Chris Lillback
- <Possible follow-ups>
- RE: Recommendations for geotechnical engineers, Sprague, Harold O.
- Re:Recommendations for geotechnical engineers, TBenson
- RE: Recommendations for geotechnical engineers, Charles Espenlaub
- Re: State of California & Building Code, fturner
- <Possible follow-ups>
- RE: State of California & Building Code, Huang, Y. Henry
- RE: State of California & Building Code, Yousefi, Ben
- RE: State of California & Building Code, Cain, William
- Re: REF: Structuralist Website, Scott E Maxwell
- <Possible follow-ups>
- Re: Railroad Box Cars, sscholl2
- <Possible follow-ups>
- RE: Specification for ASD of Single Angle Members, Sherman, William
- <Possible follow-ups>
- RE: Southern Ireland Civil Engineer wanted,
Gerard Madden
- RE: Southern Ireland Civil Engineer wanted,
Peter McCormack
- Re: Southern Ireland Civil Engineer wanted, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- RE: Southern Ireland Civil Engineer wanted,
Peter McCormack
- Re: Southern Ireland Civil Engineer wanted, Christopher Wright
- Re: Load Combinations for ASD 9th, Bill Polhemus
- <Possible follow-ups>
- RE: Load Combinations for ASD 9th,
Ritter, Mike
- Re: Load Combinations for ASD 9th, Bill Polhemus
- RE: Load Combinations for ASD 9th, Keith Fix
- RE: Load Combinations for ASD 9th, Ritter, Mike
- RE: Load Combinations for ASD 9th, Christopher Wright
- Re: RE: Load Combinations for ASD 9th,
Rhkratzse
- RE: RE: Load Combinations for ASD 9th, Bill Allen
- <Possible follow-ups>
- RE: Steel Connections,
Bill Allen
- RE: Steel Connections, Scott E Maxwell
- Re: Steel Connections, Keith Fix
- Re: Por-Roc, Bill Polhemus
- <Possible follow-ups>
- Re: Por-Roc, c2
- Re: corrosion of cor-ten type steels in concrete, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: P.E. Exam Requirements, Scott E Maxwell
- Re: P.E. Exam Requirements, Bart Kemper
- <Possible follow-ups>
- Re: P.E. Exam Requirements, JGPE1
- Re: P.E. Exam Requirements, Roger Turk
- Re: P.E. Exam Requirements,
Keith Fix
- Re: P.E. Exam Requirements, Scott E Maxwell
- Re: P.E. Exam Requirements, Keith Fix
- RE: P.E. Exam Requirements, Benson,Ralph
- Re: P.E. Exam Requirements,
Keith Fix
- Re: P.E. Exam Requirements, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: P.E. Exam Requirements, Christopher Wright
- RE: P.E. Exam Requirements, Cain, William
- RE: P.E. Exam Requirements, Scott, William N.
- RE: P.E. Exam Requirements, desi . kiss
- RE: ASD Load Combinations,
Dave Meney
- RE: ASD Load Combinations, Scott E Maxwell
- <Possible follow-ups>
- RE: AISC Vol. II Connections Bracing, BILL PULYER
- <Possible follow-ups>
- SEAOSC FEMA 350 comments, Tom . Hunt
- <Possible follow-ups>
- Eccentric Beam To Column Connection, Canitz, Charles F NAB02
- Re: PE exam, Scott E Maxwell
- <Possible follow-ups>
- RE: PE exam,
Paul Crocker
- RE: PE exam, Scott E Maxwell
- RE: PE exam, Teresa Dellies
- RE: Investigation of wood decay in glulams, scottk
- <Possible follow-ups>
- RE: Investigation of wood decay in glulams, Lutz,James
- Re: Local Area Network,
Lynn
- Re: Local Area Network,
Barry H. Welliver
- Re: Local Area Network, Lynn H
- Re: Local Area Network, Barry H. Welliver
- Re: Local Area Network, Bill Polhemus
- Re: Local Area Network, Lynn H
- Re: Local Area Network,
Barry H. Welliver
- <Possible follow-ups>
- Re: Local Area Network,
hans boge
- Re: Local Area Network, Bill Polhemus
- Local Area Network,
Sunil Gupta
- Re: Local Area Network,
Lynn
- Re: Local Area Network, Bill Polhemus
- RE: Local Area Network, Mark E. Deardorff
- Re: Local Area Network, Bill Polhemus
- Re: Local Area Network, Lynn H
- Re: Local Area Network,
Lynn
- RE: Local Area Network, Mark Gilligan
- <Possible follow-ups>
- RE: ACI318-99 load combination question,
Lutz,James
- RE: ACI318-99 load combination question, Michael Bryson
- RE: ACI318-99 load combination question, Acie Chance
- RE: ACI318-99 load combination question, Sherman, William
- RE: ACI318-99 load combination question, Lutz,James
- Re: The Patriot,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: The Patriot, capitalino
- Re: The Patriot, Bill Polhemus
- <Possible follow-ups>
- Re: The Patriot, Christopher Wright
- RE: The Patriot,
Gerard Madden
- Re: The Patriot, Bill Polhemus
- Re: The Patriot,
vedgers mailbox
- Re: The Patriot, frp 2000
- Re: The Patriot, Waldemar Quiles
- RE: The Patriot, Gerard Madden
- Re: The Patriot, Swingle, Mark
- RE: Through-Building Expansion Joints, Rex Donahey
- <Possible follow-ups>
- RE: Patriot, Robert Rollo
- <Possible follow-ups>
- Effects of Transient and Cyclic Loads on Structural Elements,
Nels Roselund
- Re: Effects of Transient and Cyclic Loads on Structural Elements, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Effects of Transient and Cyclic Loads on Structural Elements, Nels Roselund
- RE: Patriot - Mel Gibson facts,
John T. Whitty
- Re: Notso Whitty Patriot - Mel Gibson facts,
Keith De Lapp
- Re: Notso Whitty Patriot - Mel Gibson facts, Neil Moore
- Re: Notso Whitty Patriot - Mel Gibson facts, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Notso Whitty Patriot - Mel Gibson facts, sikander abulkhair
- Re: Notso Whitty Patriot - Mel Gibson facts,
Keith De Lapp
- RE: Patriot - Mel Gibson facts,
David Bejan Tehranchi
- Water hammer,
JCohen
- Re: Water hammer, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Patriot - Mel Gibson facts, Bill Polhemus
- Water hammer,
JCohen
- <Possible follow-ups>
- RE: Patriot - Mel Gibson facts, Abe Knapp
- <Possible follow-ups>
- Re: Large Sheet Piling, Kent LaRose
- RE: Large Sheet Piling, Lutz,James
- RE: Large Sheet Piling, Bart Needham
- FW: Large Sheet Piling, Charlie Carter
- RE: Pushover curve, Mike Valley
- <Possible follow-ups>
- RE: Water hammer, Lutz,James
- Re: Water hammer, Christopher Wright
- Re: STRUCTURAL ANALYSIS SOFTWARE, Bill Polhemus
- RE: Updating our structural library,
Scott E Maxwell
- Joist Girder Moment Frames,
Michael Zaitz
- RE: Joist Girder Moment Frames, Brian K. Smith
- Re: Joist Girder Moment Frames, Javier Encinas
- RE: Joist Girder Moment Frames, Brian K. Smith
- Re: Joist Girder Moment Frames, Bill Polhemus
- Joist Girder Moment Frames,
Michael Zaitz
- <Possible follow-ups>
- RE: Updating our structural library, Charlie Carter
- Updating our structural library,
Khosrownia, Ghassem SPK
- Re: Updating our structural library, Bill Polhemus
- RE: Updating our structural library, Ritter, Mike
- RE: Updating our structural library, Lutz,James
- <Possible follow-ups>
- Re: str'l dynamics and earthquake eng'g books, RajSTC
- str'l dynamics and earthquake eng'g books,
Juderick Pascual
- Re: str'l dynamics and earthquake eng'g books, Paul Feather
- Re: str'l dynamics and earthquake eng'g books, cmendoza
- RE: str'l dynamics and earthquake eng'g books, Adair, Joel
- RE: ROBOT MILLENNIUM SOFTWARE,
Eduardo Lopez
- Re: ROBOT MILLENNIUM SOFTWARE, Bill Polhemus
- Re: ROBOT MILLENNIUM SOFTWARE, David Handy
- <Possible follow-ups>
- Re: ROBOT MILLENNIUM SOFTWARE, desi . kiss
- RE: Anchor Bolts, Bill Allen
- Masonry Shear Pier Design - Balanced Strain Condition,
Bill Allen
- Re: Masonry Shear Pier Design - Balanced Strain Condition, Mark D. Anderson PE
- <Possible follow-ups>
- RE: Anchor Bolts Revisited, Charlie Carter
- Anchor Bolts Revisited,
PEC - Lake City
- Re: Anchor Bolts Revisited,
Scott E Maxwell
- Re: Anchor Bolts Revisited, fturner
- Re: Anchor Bolts Revisited,
Scott E Maxwell
- RE: Anchor Bolts Revisited, Panos Trochalakis
- <Possible follow-ups>
- Re: Sealing Prelim drawings, Nels Roselund
- Re: Sealing Prelim drawings, David Hall
- Re: Notso Whitty Patriot - Mel Gibson facts, Bill Polhemus
- RE: CAL STATE LA. COURSES, Bill Allen
- <Possible follow-ups>
- CAL STATE LA. COURSES,
Gutierrez, Alice
- RE: CAL STATE LA. COURSES, Bill Allen
- <Possible follow-ups>
- RE: Masonry Shear Pier Design - Balanced Strain Condition, Lutz, James
- FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
- FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
- FW: Masonry Shear Pier Design - Balanced Strain Condition, La Count, Curt
- Re: Masonry Shear Pier Design - Balanced Strain Condition, Pat Ebner
- access office computer from home, Lynn H
- Re: access office computer from home, John Schenne
- <Possible follow-ups>
- RE: access office computer from home,
Jones, Mark A (Battle Creek)
- RE: access office computer from home,
Scott E Maxwell
- Re: access office computer from home, dennis pantazis
- RE: access office computer from home,
Scott E Maxwell
- RE: Masonry Shear Pier Design - Balanced, Bill Allen
- RE: LRFD classes WAS: CAL STATE LA. COURSES,
Bill Allen
- RE: LRFD classes WAS: CAL STATE LA. COURSES,
Scott E Maxwell
- RE: LRFD classes WAS: CAL STATE LA. COURSES, Bill Allen
- RE: LRFD classes WAS: CAL STATE LA. COURSES,
Scott E Maxwell
- <Possible follow-ups>
- RE: LRFD classes WAS: CAL STATE LA. COURSES, Scott, William N.
- RE: LRFD classes WAS: CAL STATE LA. COURSES, Christopher Wright
- <Possible follow-ups>
- RE: Unwanted posts, etc., sharonb
- Re: MEZANNINE FLOOR VIBRATION, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- <Possible follow-ups>
- Re: MEZANNINE FLOOR VIBRATION, DAVE HUNT
- <Possible follow-ups>
- Re: mezzanine floor vibration, merrick group
- <Possible follow-ups>
- Re: Flowable Backfill, sscholl2
- RE: Flowable Backfill, Lutz, James
- Re: Flowable Backfill, PEC - Lake City
- RE: Flowable Backfill, George Muste
- Engingeering vacation spots,
Doug McCurdy
- RE: Engingeering vacation spots,
Bob Shaw
- RE: Engingeering vacation spots, Dr. Ravi Sinha
- Re: Engingeering vacation spots,
Lynn H
- Engineers on vacation, Bart Kemper
- Re: Engingeering vacation spots, Paul Feather
- RE: Engingeering vacation spots, David Bejan Tehranchi
- Re: Engingeering vacation spots, Johnny Drozdek
- Re: Engingeering vacation spots, Paul Feather
- RE: Engingeering vacation spots,
Bob Shaw
- Re: fire station doors, Sunil Gupta
- <Possible follow-ups>
- Fwd: fire station doors, Rlfong
- RE: fire station doors, Cain, William
- <Possible follow-ups>
- REF: Flowable Backfill, Vinod Sahni
- <Possible follow-ups>
- Re: Engingeering vacation spots,
RDAHLMANN
- Re: Engingeering vacation spots, Joseph R. Grill
- Re: Engingeering vacation spots,
Mark D. Baker
- Landslide Barriers, Ron Roberts
- Re: Engingeering vacation spots, Joseph R. Grill
- RE: Engingeering vacation spots, Connor, John A NWK
- re: Engingeering vacation spots, Arvind K. Bisarya
- Re: Engingeering vacation spots,
Greg Smith
- Re: Engingeering vacation spots, Johnny Drozdek
- RE: Engingeering vacation spots, Fieberling, Eric
- Re: Engingeering vacation spots, Fountain Conner
- RE: Engingeering vacation spots, sharonb
- Re: Engingeering vacation spots, Rhkratzse
- Engingeering vacation spots, KRALIK Georg -NUCLEAR
- RE: Engingeering vacation spots, sharonb
- Re: Engingeering vacation spots, Kipp . A . Martin
- RE: Subject: Engineering vacation spots,
Bill Allen
- Re: Subject: Engineering vacation spots,
Paul Feather
- RE: Subject: Engineering vacation spots, Bill Allen
- Re: Subject: Engineering vacation spots,
Paul Feather
- <Possible follow-ups>
- Re: Subject: Engineering vacation spots, Rhkratzse
- Re: Engineering vacation spots, Bart Kemper
- RE: Engineering vacation spots, David Bejan Tehranchi
- <Possible follow-ups>
- RE: Engineering vacation spots,
Bart Needham
- Re: Engineering vacation spots, Mark D. Baker
- RE: Engineering vacation spots, Acie Chance
- RE: Engineering vacation spots, Novak, Dan
- Engineering vacation spots, ECVAl3
- Re: Engineering vacation spots, Christopher Wright
- Re: Engineering Vacation Spots, Daniel A. Estabrooks
- Re: Engineering vacation spots, Rlfong
- <Possible follow-ups>
- Re: pile replacement, PEC - Lake City
- RE: Magnetite Storage Retaining Wall, Pat Symons
- <Possible follow-ups>
- Re: Magnetite Storage Retaining Wall, RajSTC
- Re: Magnetite Storage Retaining Wall, RajSTC
- Seismic Mechanical Restraints,
Michael Bryson
- Re: Seismic Mechanical Restraints, John Riley
- <Possible follow-ups>
- Re: Joist Girder Moment Frames, Keith Fix
- <Possible follow-ups>
- RE: Engineers on vacation, Caldwell, Stan
- Engineers on vacation,
Roger Turk
- Re: Engineers on vacation, John Riley
- Re: Engineers on vacation, Fountain Conner
- <Possible follow-ups>
- Seismic Mechanical Restraints,
Mark Gilligan
- Re: Seismic Mechanical Restraints, Bart Kemper
- RE: Seismic Mechanical Restraints, Gerard Madden
- Re: Seismic Mechanical Restraints, Nels Roselund
- Re: Seismic Mechanical Restraints,
Christopher Wright
- Re: Seismic Mechanical Restraints,
Peter McCormack
- Re: Seismic Mechanical Restraints, Scott E Maxwell
- RE: Seismic Mechanical Restraints, Bill Allen
- Re: Seismic Mechanical Restraints,
Peter McCormack
- RE: Seismic Mechanical Restraints, Sid Danandeh
- Re: Another GLB finger joint/tension perp. g, Bruce Pooley
- Re: Auger Cast Piles, L. Thomas Bayne
- RE: Auger Cast Piles, Brent Koch
- <Possible follow-ups>
- RE: Auger Cast Piles,
George Richards, P.E.
- RE: Auger Cast Piles, Scott E Maxwell
- Re: Auger Cast Piles, Jim Kestner
- RE: Auger Cast Piles, Bart Needham
- RE: Auger Cast Piles, George Richards, P.E.
- Auger Cast Piles,
John Riley
- SEAOSD September Newsletter, Mark E. Deardorff
- RE: Auger Cast Piles, Ed Marshall
- RE: Auger Cast Piles, Ed Marshall
- Auger Cast Piles, desi . kiss
- RE: Auger Cast Piles, James Hagensen
- RE: Auger Cast Piles, George Richards, P.E.
- RE: Auger Cast Piles, Sprague, Harold O.
- RE: Auger Cast Piles, Tom . Hunt
- RE: Auger Cast Piles, Teresa Dellies
- RE: Auger Cast Piles, James Hagensen
- Re: Auger Cast Piles,
PEC - Lake City
- Re: Auger Cast Piles, Hasan Hindawi
- RE: Auger Cast Piles, Sprague, Harold O.
- Re: Burning PT wood, Bob Kazanjy
- Re: Burning PT wood, John Schenne
- Re: Burning PT wood, John Rose
- <Possible follow-ups>
- RE: Burning PT wood, Charlie Carter
- Re: Burning PT wood, hans boge
- Re: SBCCI Building Code 1994, Scott E Maxwell
- RE: SBCCI Building Code 1994, Ron Hill
- RE: SBCCI Building Code 1994,
Brian K. Smith
- RE: SBCCI Building Code 1994, Scott E Maxwell
- Re: SBCCI Building Code 1994, Scott E Maxwell
- <Possible follow-ups>
- Re: SBCCI Building Code 1994, Pat Ebner
- <Possible follow-ups>
- RE: Washington state SE registration, Paul Crocker
- Re: Washington state SE registration, David Hall
- RE: Washington state SE registration, Keith Fix
- RE: Washington state SE registration,
Paul Crocker
- RE: Washington state SE registration,
Scott E Maxwell
- Re: Washington state SE registration, Wael Shabana
- Re: Washington state SE registration, Scott E Maxwell
- RE: Washington state SE registration,
Scott E Maxwell
- Re: Washington state SE registration,
Keith Fix
- Re: Washington state SE registration, Scott E Maxwell
- <Possible follow-ups>
- Re: ASCE News Structural Community......,
Fountain Conner
- RE: ASCE News Structural Community......, Mike Valley
- RE: ASCE News Structural Community......, Christopher Wright
- Re: ASCE News Structural Community......,
Keith Fix
- Re: ASCE News Structural Community......, Scott E Maxwell
- Re: ASCE News Structural Community......,
Greg Smith
- Re: ASCE News Structural Community......, Scott E Maxwell
- Re: Turbo C Program (estimates),
Bill Polhemus
- RE: Turbo C Program (estimates), Andresito Boiser
- RE: Turbo C Program (estimates), JULIO LOPEZ DE MESA
- Re: Turbo C Program (estimates), Alex Nacionales
- <Possible follow-ups>
- Turbo C Program (estimates), Roger Turk
- RE: Turbo C Program (estimates), Cain, William
- <Possible follow-ups>
- Tilt-up Wall connections, Jyouru_Lyang
- RE: Tilt-up Wall connections, George Muste
- Re: Tilt-up Wall connections, David Hall
- Re: Tilt-up Wall connections, hans boge
- <Possible follow-ups>
- RE: Slab-On-Grade Vapor Barrier (One More Time),
Mark Gilligan
- RE: Slab-On-Grade Vapor Barrier (One More Time), Scott E Maxwell
- RE: Slab-On-Grade Vapor Barrier (One More Time), Caldwell, Stan
- RE: Need SBCCI 1997 Wind Loads, Brian K. Smith
- <Possible follow-ups>
- Re: Stucco Hail Damage - Arizona, Roger Turk
- Re: Stucco Hail Damage - Arizona, Roger Turk
- RE: Stucco Hail Damage - Arizona, sharonb
- RE: Stucco Hail Damage - Arizona, sharonb
- Stucco Hail Damage - Arizona,
Roger Turk
- Re: Stucco Hail Damage - Arizona,
Samir Ghosn
- Re: Stucco Hail Damage - Arizona, Patrick Rodgers
- Re: Stucco Hail Damage - Arizona, Michael Bryson
- Re: Stucco Hail Damage - Arizona,
Samir Ghosn
- RE: Stucco Hail Damage - Arizona, sharonb
- <Possible follow-ups>
- RE: Engineering Vacations, Jones, Mark A (Battle Creek)
- RE: Engineering Vacations, Jones, Mark A (Battle Creek)
- Re: Engineering vacations, Jason Emoto
- Re: Engineering vacations,
Doug McCurdy
- Re: Engineering vacations, Dave Barrett
- Re: Engineering vacations, Scott E Maxwell
- Re: Engineering vacations, Richard & audra
- RE: Engineering Vacations, Christopher Wright
- Re: Engineering vacations, Greg Smith
- RE: Engineering vacations, sharonb
- Re: AISI 1040 & 1045,
Robert Kazanjy
- RE: AISI 1040 & 1045, Rex Donahey
- Re: Slabs On Grade, Michael Bryson
- Structural CFRP Laminates, frp 2000
- <Possible follow-ups>
- concrete bleed water/brick permeability, Jason Emoto
- Re: Rigid vs. Flexible Diaphragm, Scott E Maxwell
- <Possible follow-ups>
- Re: Rigid vs. Flexible Diaphragm, CarlS95
- Re: Rigid vs. Flexible Diaphragm,
Richard Flower
- RE: Rigid vs. Flexible Diaphragm, Bill Allen
- <Possible follow-ups>
- Re: Detailing Help Needed, Hans
- RE: CRSI Handbook vs. ACI-SP 17,
Mark E. Deardorff
- Forensic Engineering September Dinner Meeting, gberghouse
- Re: Web Link For The Link, Dave Barrett
- <Possible follow-ups>
- Re: Designing Steel Connections - What Is Required On Drawings?, Rick . Drake
- RE: Designing Steel Connections - What Is Required On Drawings?, Sprague, Harold O.
- RE: Designing Steel Connections - What Is Required On Drawings?, Sherman, William
- RE: "Special" K-Joist vs. KCS Joist, Roger Davis
- RE: "Special" K-Joist vs. KCS Joist, Brian K. Smith
- Re: "Special" K-Joist vs. KCS Joist,
Jim Kestner
- RE: "Special" K-Joist vs. KCS Joist, Brian K. Smith
- <Possible follow-ups>
- Re: "Special" K-Joist vs. KCS Joist, Teresa Dellies
- RE: "Special" K-Joist vs. KCS Joist, Matthew Stuart
- <Possible follow-ups>
- RE: Near future of Steel Moment Frames, Charlie Carter
- <Possible follow-ups>
- Re: comm#780--Crane Beams, Christopher Wright
- <Possible follow-ups>
- Modeling Diaphragms, Bill Polhemus
- <Possible follow-ups>
- Composite Floor Slab - Construction Joints, Mark Gilligan
- <Possible follow-ups>
- Re: It's the U.S.A. Inc., Stevenson Lim
- Fw: It's the U.S.A. Inc., Ali J.Young/ZS Shanghai Sales
- <Possible follow-ups>
- Underpinning,
Zachary Goswick
- Re: Underpinning, Jim Kestner
- Re: Underpinning, John Schenne
- Underpinning, Hartzell, Frank
- RE: Modeling Cable Behavior in SAP2000, Eduardo Lopez
- Re: Modeling Cable Behavior in SAP2000, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- <Possible follow-ups>
- RE: Modeling Cable Behavior in SAP2000, Ed . Haninger
- Re: Modeling Cable Behavior in SAP2000, Fariborz Tehrani
- RE:Modeling Cable Behavior in SAP2000, Jones, Mark A (Battle Creek)
- FWD:RE: Modeling Cable Behavior in SAP2000, José Velásquez
- <Possible follow-ups>
- Re: Seismic Design in Guatemala, sscholl2
- Re: Seismic Design in Guatemala, Nels Roselund
- Re: Modeling of Cable stays,
Enny Chen
- Re: Modeling of Cable stays, frp 2000
- Re: Caltrans Standard Plan in English system, Charley Hamilton
- <Possible follow-ups>
- RE: Caltrans Standard Plan in English system,
Fredericks, Douglas/SAC
- Re: Caltrans Standard Plan in English system, Bill Polhemus
- Re: Caltrans Standard Plan in English system, Fariborz Tehrani
- Re: Caltrans Standard Plan in English system,
Paul_Reilly
- Re: Caltrans Standard Plan in English system, Charley Hamilton
- Re: Caltrans Standard Plan in English system, sscholl2
- RE: Caltrans Standard Plan in English system, Alfonso S Quilala
- Re: Caltrans Standard Plan in English system, sscholl2
- Re: Caltrans Standard Plan in English system,
Kent LaRose
- Re: Caltrans Standard Plan in English system, Charley Hamilton
- RE: Caltrans Standard Plan in English system, Paul Crocker
- RE: Caltrans Standard Plan in English system,
Paul Crocker
- Re: Caltrans Standard Plan in English system, Charley Hamilton
- RE: Caltrans Standard Plan in English system, Sprague, Harold O.
- <Possible follow-ups>
- FW: Ductility for Curvature, T. Eric Gillham PE
- Re: Seismic forces from industrial equipment, frp 2000
- RE: Seismic forces from industrial equipment, Bob Hanson
- Design of Foundations for Vibration,
Michael Zaitz
- Re: Design of Foundations for Vibration,
Kim young ki
- RE: Design of Foundations for Vibration, oswaldo aiffil
- Re: Design of Foundations for Vibration,
Kim young ki
- <Possible follow-ups>
- RE: Seismic forces from industrial equipment, Sprague, Harold O.
- Re: Seismic forces from industrial equipment, Rick . Drake
- Re: Seismic forces from industrial equipment, RajSTC
- Re: Microsoft Fortran Powerstation 1, Charley Hamilton
- RE: Microsoft Fortran Powerstation 1, Mark E. Deardorff
- RE: Microsoft Fortran Powerstation 1, Aswin Rangaswamy
- <Possible follow-ups>
- RE: Microsoft Fortran Powerstation 1, Walter Sheen Paoli
- <Possible follow-ups>
- Re: Engineering logic,
SDGSE
- Re: Engineering logic,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Engineering logic, frp 2000
- Re: Engineering logic,
Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Re: Engineering logic, c2
- Re: Engineering logic,
SDGSE
- RE: Engineering logic, Joseph R. Grill, PE
- Re: Trusjoist customers., Jeff Coronado
- <Possible follow-ups>
- Re: Trusjoist customers., sscholl2
- Re: Trusjoist customers., sscholl2
- RE: Trusjoist customers.,
Paul Crocker
- RE: Trusjoist customers., David Bejan Tehranchi
- RE: Trusjoist customers.,
Todd Hill
- RE: Trusjoist customers., Peter McCormack
- RE: Trusjoist customers., Glyn Boone
- <Possible follow-ups>
- RE: Warped Roof Joists, Khosrownia, Ghassem SPK
- RE: Warped Roof Joists, Cain, William
- RE: Drafter and Engineer Needed!, Mark Trimble
- RE: prestressed concrete, Brent Koch
- Re: prestressed concrete, Paul Feather
- Re: prestressed concrete, Scott E Maxwell
- <Possible follow-ups>
- RE: prestressed concrete, Paul Crocker
- Re: prestressed concrete, sscholl2
- RE: prestressed concrete, oaiffil
- Re: prestressed concrete, sscholl2
- Re: Costco Structures, Scott E Maxwell
- Re: Costco Structures, sikander abulkhair
- <Possible follow-ups>
- RE: Costco Structures, Charlie Carter
- RE: Costco Structures, Khosrownia, Ghassem SPK
- RE: CONE fAILURE, Brian K. Smith
- <Possible follow-ups>
- RE: CONE fAILURE, Francisco Duarte
- RE: CONE FAILURE,
Adair, Joel
- Free Conference Registration!!, Majid Sarraf
- RE: CONE fAILURE,
Sprague, Harold O.
- Re: CONE fAILURE, Bill Polhemus
- Re: CONE fAILURE, RajSTC
- RE: CONE FAILURE, desi . kiss
- Re: Cone Failure, John MacLean
- <Possible follow-ups>
- RE: omega level forces, Mark Gilligan
- omega level forces, Casano, Karen
- omega level forces, Satish J. Matani
- Re: Slump Rule of Thumb, Dave Walter
- <Possible follow-ups>
- Re: Slump Rule of Thumb, Walter Sheen Paoli
- <Possible follow-ups>
- Re: Loads for tipping floor push walls, Christopher Wright
- Loads for tipping floor push walls, Steven Mallett
- <Possible follow-ups>
- RE: seaint Digest for 8 Sep 2000, Mark Pemberton
- <Possible follow-ups>
- Re: autocadd and engineer needed ASAP, Paul Ransom
- <Possible follow-ups>
- RE: executive search ads, Nicholas Blackburn
- <Possible follow-ups>
- RE: "Anthony Power Beam",
Cain, William
- RE: "Anthony Power Beam", Peter McCormack
- Re: "Anthony Power Beam",
Greg Smith
- Concrete Pedestal W/ Column Thrust & Tie-Rod, Ed Fasula
- <Possible follow-ups>
- Re: Suggested Details - HSS Column Embedded in Concrete Masonry, sscholl2
- RE: Suggested Details - HSS Column Embedded in Concrete Masonry, Sprague, Harold O.
- Re: Suggested Details - HSS Column Embedded in Concrete Masonry, Keith Fix
- RE: questions!, Eber Ramirez
- <Possible follow-ups>
- RE: questions!, Paul Crocker
- Re: questions!, raquel mendez
- Re: questions!, sscholl2
- RE: questions!, Matthew Stuart
- Re: questions!,
Keith Fix
- Re: questions!,
Bill Polhemus
- Re: questions!, frp 2000
- Re: questions!, Bill Polhemus
- Re: questions!,
Bill Polhemus
- Re: questions!, Roger Turk
- <Possible follow-ups>
- Re: Navy Structural Document Source, Teresa Dellies
- RE: Navy Structural Document Source,
Sprague, Harold O.
- RE: Navy Structural Document Source, Scott E Maxwell
- RE: Navy Structural Document Source, Roger Turk
- RE: Navy Structural Document Source, Sprague, Harold O.
- Re: Orange County Dinner Meeting, Michael Bryson
- Re: Lighten up, Bill Polhemus
- Re: [Fwd: Re: Lighten up], Bill Polhemus
- Re: Re: Lighten up], Paul Feather
- <Possible follow-ups>
- RE: question about sap2000, Khosrownia, Ghassem SPK
- <Possible follow-ups>
- question, mahmut ucmaz
- Re: Model Codes (was Navy Structural Document Source), Bill Polhemus
- <Possible follow-ups>
- Re: Model Codes (was Navy Structural Document Source), Fountain Conner
- Re: Model Codes (was Navy Structural Document Source), Swingle, Mark
- Re: Model Codes (was Navy Structural Document Source),
Peter Higgins
- Steel Tanks and API-650,
Neil Moore
- Re: Steel Tanks and API-650, Bart Kemper, P.E. (http://www.bigdogz.com/bart)
- Steel Tanks and API-650,
Neil Moore
- Re: Concrete mix for placement in water, Michael Bryson
- <Possible follow-ups>
- RE: Concrete mix for placement in water, Matthew Stuart
- RE: Concrete mix for placement in water, Cain, William
- RE: Concrete mix for placement in water, Sprague, Harold O.
- RE: Concrete mix for placement in water, George Muste
- Concrete mix for placement in water, Mark Gilligan
- Concrete mix for placement in water, Peter Higgins
- <Possible follow-ups>
- SCBF Connections, Tom . Hunt
- RE: SCBF Connections, Mark Pemberton
- RE: SCBF Connections, BILL PULYER
- Re: SCBF Connections, julio . guerra
- Re: SCBF, James Adams
- Tall poles, Neil Moore
- <Possible follow-ups>
- Re: Knowing the Owner Won't Follow Recommendations, Syed A Masroor
- Re: Knowing the Owner Won't Follow Recommendations, Christopher Wright
- RE: SOFTWARE: Recommendations for Masonry Design Software Requested, Bill Allen
- <Possible follow-ups>
- RE: SOFTWARE: Recommendations for Masonry Design Software Request ed, Caldwell, Stan
- <Possible follow-ups>
- RE: Malibu, Becker, Rick
- <Possible follow-ups>
- Concrete form work,
Roger Turk
- RE: Concrete form work, David Bejan Tehranchi
- Re: Concrete form work,
W. Gray Hodge
- RE: Concrete form work, Rex Donahey
- RE: Concrete form work, Mark Gilligan
- RE: Concrete form work, Sprague, Harold O.
- Re: Concrete form work, c2
- Re: Concrete form work, John MacLean
- <Possible follow-ups>
- RE: Billboard post depth, Lutz, James
- Re: Billboard post depth, Nels Roselund
- Re: Masonry Bond beams at 4'-0" o.c., Scott E Maxwell
- Re: Masonry Bond beams at 4'-0" o.c., Bill Polhemus
- <Possible follow-ups>
- RE: Masonry Bond beams at 4'-0" o.c., Adair, Joel
- RE: Masonry Bond beams at 4'-0" o.c., Sherman, William
- RE: Masonry Bond beams at 4'-0" o.c., Sprague, Harold O.
- <Possible follow-ups>
- FW: Vibration Isolators for Bins, Ron Hill
- RE: Vibration Isolators for Bins, BILL PULYER
- Re: How do you fake glulam?, Samir Ghosn
- <Possible follow-ups>
- RE: How do you fake glulam?, Paul Crocker
- RE: How do you fake glulam?,
Sprague, Harold O.
- RE: How do you fake glulam?, Peter McCormack
- RE: How do you fake glulam?,
Fredericks, Douglas/SAC
- Re: How do you fake glulam?, Drew Morris
- RE: How do you fake glulam?, Roger Turk
- RE: How do you fake glulam?, George Richards, P.E.
- Re: How do you fake glulam?, Nels Roselund
- RE: How do you fake glulam?, Armijo, John J (PWCSD 184)
- Re: Office floor LL, Domenic DeAngelo
- Re: Office floor LL, Bill Polhemus
- Re: Office floor LL, Scott E Maxwell
- Re: Office floor LL, Alex Nacionales
- <Possible follow-ups>
- RE: Office floor LL, James Allen
- RE: Office floor LL,
Benson,Ralph
- RE: Office floor LL, Roger Davis
- RE: Office floor LL, Cain, William
- RE: Office Floor LL, ECVAl3
- RE: Office floor LL, Lutz, James
- RE: Office floor LL, Robert Rollo
- Re: Structural Software, Alex Nacionales
- <Possible follow-ups>
- re: Structural Software, nicolas
- RE: Shear Walls, Eduardo Lopez
- <Possible follow-ups>
- Re: Shear Walls, richard jackson
- Re: Truck Axle Loads, Mark D. Anderson PE
- Re: Truck Axle Loads, Bill Polhemus
- Re: Truck Axle Loads, Bill Polhemus
- <Possible follow-ups>
- Truck Axle Loads, Roger Turk
- <Possible follow-ups>
- RE: Bar Joists, Khosrownia, Ghassem SPK
- RE: Bar Joists, Adair, Joel
- Re: Bar Joists, c2
- Bar Joists, Roger Turk
- Re: Bar Joists, Teresa Dellies
- RE: Bar Joists, Armijo, John J (PWCSD 184)
- Re: Bar Joists,
Keith Fix
- RE: Bar Joists, Jim Persing
- RE: Bar Joists, Todd Hill
- RE: Bar Joists, desi . kiss
- RE: Bar Joists, desi . kiss
- Re: Bar Joists, Nels Roselund
- RE: Bar Joists,
Keith Fix
- RE: Bar Joists, Bill Allen
- RE: Welding galvanized steel, David Bejan Tehranchi
- Re: Welding galvanized steel, Bill Polhemus
- <Possible follow-ups>
- RE: Welding galvanized steel, Paul Crocker
- Re: Welding galvanized steel, Christopher Wright
- RE: Welding galvanized steel, Sprague, Harold O.
- Re: Welding galvanized steel,
c2
- Re: Welding galvanized steel, Mark Baker
- RE: Welding galvanized steel, Sprague, Harold O.
- Re: Welding galvanized steel, Swingle, Mark
- RE: Welding galvanized steel, Al Greene
- Re: Tapered members, Mark Baker
- <Possible follow-ups>
- Re: Tapered members, Christopher Wright
- Re: Tapered members, Roger Turk
- Re: Tapered members, Christopher Wright
- Re: Tapered members, PEC - Lake City
- Re: City user taxes,
Michael Bryson
- Re: City user taxes, Mark Baker
- <Possible follow-ups>
- Re: City user taxes,
Fountain Conner
- Re: City user taxes, Mark Baker
- City User Taxes, Michael Krakower
- <Possible follow-ups>
- Fwd: Metal screws for drywalls., Mark Gilligan
- Re: NDS vs AITC wood sizes, Peter McCormack
- Re: Seismic design of shear wall, Scott E Maxwell
- RE: Seismic design of shear wall, Brent Koch
- RE: Seismic design of shear wall, Joseph R. Grill, PE
- Re: Seismic design of shear wall, frp 2000
- Re: Seismic design of shear wall,
Samir Ghosn
- Re: Seismic design of shear wall, capitalino
- <Possible follow-ups>
- RE: Seismic design of shear wall, Alfonso S Quilala
- RE: Seismic design of shear wall, Todd Hill
- RE: Seismic design of shear wall, desi . kiss
- RE: Seismic design of shear wall, desi . kiss
- RE: Seismic design of shear wall, desi . kiss
- RE: Seismic design of shear wall, Vinod Sahni
- Re: comm#780--stainless steel, Scott E Maxwell
- <Possible follow-ups>
- RE: comm#780--stainless steel, Sprague, Harold O.
- Re: comm#780--stainless steel, Nels Roselund
- RE: comm#780--stainless steel, prakash chowdhury
- Re: comm#780--stainless steel, Scott A Jensen/SAJ5/CC01/INEEL/US
- Re: Satellite Dish Support,
Neil Moore
- Re: Satellite Dish Support, JCohen
- <Possible follow-ups>
- RE: Beam Clamp,
MKnight
- RE: Beam Clamp, jwhitty
- Re: It's What You Don't Know That Hurts You..., John Riley
- Re: It's What You Don't Know That Hurts You..., Javier Encinas
- Re: It's What You Don't Know That Hurts You..., Jeff Coronado
- <Possible follow-ups>
- Re: It's What You Don't Know That Hurts You..., RajSTC
- RE: It's What You Don't Know That Hurts You..., Fredericks, Douglas/SAC
- Re: It's What You Don't Know That Hurts You..., Greg Smith
- Re: It's What You Don't Know That Hurts You..., Rhkratzse
- RE: It's What You Don't Know That Hurts You...,
Acie Chance
- RE: It's What You Don't Know That Hurts You..., Bill Allen
- <Possible follow-ups>
- RE: 5/8" dia. a.b., Lutz, James
- RE: 5/8" dia. a.b., Dave Adams
- Re: Project in Brazil, Ivan Lippi
- RE: stack foundation,
Bob Hanson
- RE: stack foundation,
Neil Moore
- RE: stack foundation, Bob Hanson
- RE: stack foundation,
Neil Moore
- <Possible follow-ups>
- RE: stack foundation, Sprague, Harold O.
- Re:stack foundation, TBenson
- RE: stack foundation, Steve Bigham
- RE: stack foundation, Neil Moore
- Re: stack foundation,
John MacLean
- Re: stack foundation, Michael Bryson
- Built-up 2x Wood Framing,
Michael Bryson
- RE: Built-up 2x Wood Framing, Bill Allen
- Re: stack foundation,
Roger Turk
- Re: stack foundation, Michael Bryson
- Re: Stack Foundation,
John MacLean
- Re: Stack Foundation,
Neil Moore
- Re: Stack Foundation, Hasan Hindawi
- Re: Stack Foundation,
Neil Moore
- Re: stack foundation, Kent LaRose
- Re: stack foundation,
Roger Turk
- Re: stack foundation, Michael Bryson
- Re: Stack Foundation, John MacLean
- <Possible follow-ups>
- FW: Seismic Retrofit Questions, Ritter, Mike
- RE: Seismic Retrofit Questions, Ritter, Mike
- RE: Seismic Retrofit Questions, Paul Crocker
- Re: Wind Loads on Curved Roofs, Michael Bryson
- Re: Wind Loads on Curved Roofs, Hasan Hindawi
- Re: Wind Loads on Curved Roofs, Peter McCormack
- <Possible follow-ups>
- Re: Wind Loads on Curved Roofs, Keith Fix
- Wind Loads on Curved Roofs, Hartzell, Frank
- Re: Wind Loads on Curved Roofs,
Keith Fix
- Re: Wind Loads on Curved Roofs, Bill Polhemus
- Wind Loads on Curved Roofs, Roger Turk
- Re: Wind Loads on Curved Roofs, desi . kiss
- RE: Wind Loads on Curved Roofs, Robert Rollo
- Re:, EDUARDO CRISTIANI
- Re: Live Load Reduction for One-Way Slabs, Scott E Maxwell
- <Possible follow-ups>
- RE: Live Load Reduction for One-Way Slabs, Paul Crocker
- <Possible follow-ups>
- Good Ol' Todd Hill, desi . kiss
- Re: Good Ol' Todd Hill,
sscholl2
- Re: Good Ol' Todd Hill, Bill Polhemus
- Re: Good Ol' Todd Hill (Re: bar joists),
Rick Burch
- Re: So-Cal bar joists, Paul Feather
- Re: Diaphragm design forces, Jeff Coronado
- Re: Diaphragm design forces, Scott E Maxwell
- Re: Corrosion-Damaged Brick Wall, Mark Baker
- <Possible follow-ups>
- RE: Corrosion-Damaged Brick Wall, Sprague, Harold O.
- Re: Corrosion-Damaged Brick Wall, RajSTC
- RE: ACI 301, Lisa Cannon
- <Possible follow-ups>
- Re: ACI 301,
Pat Ebner
- RE: ACI 301, Roger Davis
- RE: ACI 301, Sprague, Harold O.
- RE: ACI 301, Todd Hill
- Re: ACI 301,
Ed . Haninger
- Re: ACI 301, Scott E Maxwell
- RE: ACI 301, Lutz, James
- RE: ACI 301,
Sherman, William
- RE: ACI 301, Scott E Maxwell
- RE: ACI 301, Lutz, James
- <Possible follow-ups>
- RE: Concrete Anchors, Panos Trochalakis
- Concrete Anchors, Peter Higgins
- Concrete Anchors, Michael Krakower
- <Possible follow-ups>
- Square timber members as beams,
Rodriguez, Marlou
- Re: Square timber members as beams, John Riley
- RE: Square timber members as beams,
Bill Allen
- RE: Square timber members as beams, Peter McCormack
- RE: Square timber members as beams, scottk
- <Possible follow-ups>
- RE: Bar Joists - What do the letters actually mean ?, Keith Fix
- Re: Lead Primed Structural Steel,
Mark Baker
- Re: Lead Primed Structural Steel, quinnair
- Re: Lead Primed Structural Steel, Bill Polhemus
- <Possible follow-ups>
- Re: Lead Primed Structural Steel, sscholl2
- RE: Lead Primed Structural Steel,
Sprague, Harold O.
- RE: Lead Primed Structural Steel, jwhitty
- Re: Lead Primed Structural Steel, KTA-Tator, Inc.
- <Possible follow-ups>
- RE: Two Codes !!, Lutz, James
- RE: Two Codes !!, Yousefi, Ben
- RE: Two Codes !!, Sid Danandeh
- RE: Two Codes !!, Peter Higgins
- Two Codes !!, Peter Higgins
- RE: Two Codes !!, Peter Higgins
- RE: Two Codes !!, Peter Higgins
- RE: Two Codes !!, Sid Danandeh
- RE: Two Codes !!, Peter Higgins
- RE: Two Codes !!, Peter Higgins
- RE: Two Codes !!, Peter Higgins
- RE: Two Codes !!, Peter Higgins
- RE: Flood Control Structures, Lorena Young
- <Possible follow-ups>
- Re: Flood Control Structures, sscholl2
- Re: Flood Control Structures, Randy Russ
- Re: Flood Control Structures, Chanel1096
- RE: Flood Control Structures, Sprague, Harold O.
- Re: Flood Control Structures, Edward Arrington
- RE: Macomber V-Beams, Roger Davis
- <Possible follow-ups>
- Macomber V-Beams,
Roger Turk
- RE: Macomber V-Beams, Bill Allen
- RE: Macomber V-Beams, Roger Turk
- RE: Estimating f'c beyond 28 days,
scottk
- RE: Estimating f'c beyond 28 days, Roger Davis
- <Possible follow-ups>
- RE: Estimating f'c beyond 28 days, Sprague, Harold O.
- RE: Estimating f'c beyond 28 days, Cain, William
- Re: Estimating f'c beyond 28 days, Fountain Conner
- Re: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Bill Polhemus
- RE: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Peter McCormack
- <Possible follow-ups>
- Re: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Fountain Conner
- RE: SNOW LOADS IN "SITE SPECIFIC" REGIONS OF PENNSYLVANIA, Sprague, Harold O.
- <Possible follow-ups>
- RE: Load Combinations, Francois Rambau
- Re:, John Schenne
- Re: received mail that is not mine, Bill Polhemus
- Re: tube steel braces, Sam Chang
- <Possible follow-ups>
- RE: tube steel braces, Francois Rambau
- Re: tube steel braces, Jason Emoto
- RE: tube steel braces, Mark Pemberton
- RE: tube steel braces, Charlie Carter
- Re: tube steel braces, James Lin
- RE: tube steel braces, Charlie Carter
- <Possible follow-ups>
- re: ASCE Delegation to Cuba, Arvind K. Bisarya
- Re: ASCE Delegation to Cuba, Nels Roselund
- ASCE Delegation to Cuba,
Roger Turk
- Re: ASCE Delegation to Cuba, Richard & audra
- Re: ASCE Delegation to Cuba, Rhkratzse
- Re: ASCE Delegation to Cuba, Rhkratzse
- Re: ASCE Delegation to Cuba, Roger Turk
- Re: ASCE Delegation to Cuba, Nels Roselund
- RE: Acoustical Ceiling Support, David Bejan Tehranchi
- <Possible follow-ups>
- Re: Acoustical Ceiling Support,
hans boge
- RE: Acoustical Ceiling Support, Roger Davis
- Re: Acoustical Ceiling Support, Roger Turk
- Re: 1997 UBC Errata, Bill Polhemus
- <Possible follow-ups>
- RE: Live load for a workout room, Mark Pemberton
- RE: Live load for a workout room, Yousefi, Ben
- RE: Live load for a workout room, Charles Espenlaub
- RE: Live load for a workout room, Cain, William
- Live load for a workout room, Rodriguez, Marlou
- <Possible follow-ups>
- Re: So-Cal bar joists,
Keith Fix
- Re: So-Cal bar joists, Bill Polhemus
- <Possible follow-ups>
- Re: Regional System Selection,
Keith Fix
- Re: Regional System Selection, Bill Polhemus
- RE: Regional System Selection, Paul Crocker
- Re: Nonlinear time history, Enny Chen
- <Possible follow-ups>
- Re: Nonlinear time history, José Manuel Domingues Oliveira
- Beam Analysis Tool??,
Bill Allen
- RE: Beam Analysis Tool??, Brent Koch
- RE: Beam Analysis Tool??, Ron Hill
- <Possible follow-ups>
- RE: Buildings seperation, Yousefi, Ben
- RE: Buildings seperation, Martin W. Johnson
- RE: Beam Analysis Tool??,
Bill Allen
- RE: Beam Analysis Tool??,
David Bejan Tehranchi
- RE: Beam Analysis Tool??, Bill Allen
- RE: Beam Analysis Tool??, David Bejan Tehranchi
- RE: Beam Analysis Tool??, Bill Allen
- Re: Beam Analysis Tool??, Alex Nacionales
- RE: Beam Analysis Tool -- StlShape, Sam Chang
- RE: Beam Analysis Tool??,
David Bejan Tehranchi
- <Possible follow-ups>
- Re: Beam Analysis Tool??,
Jason Emoto
- RE: Beam Analysis Tool??,
Bill Allen
- Re: Beam Analysis Tool??, frp 2000
- RE: Beam Analysis Tool??, Bill Allen
- Re: Beam Analysis Tool??, Alex Nacionales
- RE: Beam Analysis Tool??, Bill Allen
- RE: Beam Analysis Tool??,
Bill Allen
- RE: Beam Analysis Tool??, Jason Emoto
- RE: Partition loading, Brian K. Smith
- Re: Partition loading,
Jeff Coronado
- Re: Partition loading, Samir Ghosn
- Re: Roof Slope for Drainage,
Jeff Coronado
- Re: Roof Slope for Drainage,
Chris TSE
- Re: Roof Slope for Drainage, Jeff Coronado
- Re: Roof Slope for Drainage,
Chris TSE
- <Possible follow-ups>
- Re: Partition loading, Fountain Conner
- RE: Partition loading, Cain, William
- Re: New York State Building Code Wind, John Schenne
- <Possible follow-ups>
- RE: New York State Building Code Wind, Sherman, William
- RE: New York State Building Code Wind, Mark Gilligan
- Re: EIA/TIA-222-F, Neil Moore
- <Possible follow-ups>
- RE: EIA/TIA-222-F, Rogers, Robert
- <Possible follow-ups>
- RE: seismic design of non ordinary bridges, Mete BAYKIR
- <Possible follow-ups>
- RE: Buildings separation, Fariborz Tehrani
- RE: Buildings separation, merrick group
- Re: Nuclear Power plants,
Samir Ghosn
- Re: Nuclear Power plants, Dr. Ravi Sinha
- RE: Nuclear Power Plants, Yuling Teo
- Re: Foundation bearing pressure per 1997 UBC, Chris TSE
- <Possible follow-ups>
- Re:Foundation bearing pressure per 1997 UBC, TBenson
- Re: Foundation bearing pressure per 1997 UBC, merrick group
- Re: Roof Slope for Drainage,
Jeff Coronado
- Re: Roof Slope for Drainage, Scott E Maxwell
- <Possible follow-ups>
- Re: Roof Slope for Drainage, Roger Turk
- Re: Roof Slope for Drainage,
Mark Gilligan
- Re: Roof Slope for Drainage, Jeff Coronado
- Re: Roof Slope for Drainage,
Roger Turk
- Re: Roof Slope for Drainage, Jeff Coronado
- <Possible follow-ups>
- RE: Two Codes !! & NEHERP, Peter Higgins
- FEMA 350,
Bill Allen
- Re: FEMA 350, Laurence B. Oeth
- <Possible follow-ups>
- RE: WANTED: Cable-stayed bridges book by W. Podolny/Scalzi, Calvin Chang
- <Possible follow-ups>
- RE: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, James Hagensen
- Re: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Paul Ransom
- Re: Pre-Eng. Steel Bldg Moment Ftg.w/ Tie-Rods;& Base PL. Shear, Paul Ransom
- Re: Chords in concrete and masonry buildings, Jeff Coronado
- <Possible follow-ups>
- Re: Chords in concrete and masonry buildings, James Lin
- RE: Chords in concrete and masonry buildings, Charles Espenlaub
- RE: Chords in concrete and masonry buildings, Rodriguez, Marlou
- RE: Chords in concrete and masonry buildings, Scott, William N.
- <Possible follow-ups>
- RE: Anchor Bolts Again, Khosrownia, Ghassem SPK
- Re: Anchor Bolts Again, SDGSE
- RE: Anchor Bolts Again, Sprague, Harold O.
- Re: Anchor Bolts Again, Nels Roselund
- RE: Anchor Bolts Again, Sprague, Harold O.
- RE: Anchor Bolts Again, Mark Pemberton
- <Possible follow-ups>
- composite frame evaluation, Roger Turk
- RE: composite frame evaluation, Mark Pemberton
- Re: shear wall perforations,
Larry Hauer
- Re: shear wall perforations,
Bill Polhemus
- Re: shear wall perforations, Larry Hauer
- Re: shear wall perforations,
Bill Polhemus
- <Possible follow-ups>
- RE: shear wall perforations,
Yousefi, Ben
- Re: shear wall perforations,
Mark Baker
- Re: shear wall perforations, Bill Polhemus
- Re: shear wall perforations, Robert Shaffer
- Re: shear wall perforations,
Mark Baker
- RE: shear wall perforations, Charles Espenlaub
- <Possible follow-ups>
- RE: need information about LRFD for Steel,
Charlie Carter
- Re: need information about LRFD for Steel,
Bill Polhemus
- Re: need information about LRFD for Steel, Scott E Maxwell
- Re: need information about LRFD for Steel,
Bill Polhemus
- Re: need information about LRFD for Steel,
Christopher Wright
- Re: need information about LRFD for Steel, Bill Polhemus
- Re: Please Disregard - Test Message, Bill Polhemus
- RE: Please Disregard - Test Message, Joseph Harouni
- <Possible follow-ups>
- RE: Please Disregard - Test Message, Mark Pemberton
- <Possible follow-ups>
- RE: steel building expansion joints, Charlie Carter
- Re: What code to use, Samir Ghosn
- RE: What code to use, Peter Bucy
- Re: What code to use, John Riley
- <Possible follow-ups>
- RE: What code to use, Cain, William
- Re: What code to use, Christopher Wright
- Re: What code to use,
Nels Roselund
- Re: What code to use,
Samir Ghosn
- Re: What code to use, Deb
- Re: What code to use,
Samir Ghosn
- RE: What code to use, sharonb
- What code to use, Roger Turk
- Re: Why "stiffening" girder or truss?, quinnair
- Re: Why "stiffening" girder or truss?, Bill Polhemus
- <Possible follow-ups>
- RE: Why "stiffening" girder or truss?, Khosrownia, Ghassem SPK
- Re: Why "stiffening" girder or truss?, Roy Sharif M. Sison
- Re: Wind Loading on Existing Structures, Bill Polhemus
- Re: Wind Loading on Existing Structures, Jeff Coronado
- <Possible follow-ups>
- RE: Wind Loading on Existing Structures,
Charlie Carter
- Re: Wind Loading on Existing Structures, Barry Welliver
- RE: Wind Loading on Existing Structures, Paul Crocker
- RE: Wind Loading on Existing Structures, Cain, William
- RE: Wind Loading on Existing Structures, Khosrownia, Ghassem SPK
- Re: HS bolts, Jeff Coronado
- <Possible follow-ups>
- RE: HS bolts, Khosrownia, Ghassem SPK
- RE: HS bolts, Charlie Carter
- RE: HS bolts, Scott, William N.
- RE: HS bolts,
Sherman, William
- RE: HS bolts,
Scott E Maxwell
- Re: HS bolts, Bill Polhemus
- Re: HS bolts, Scott E Maxwell
- RE: HS bolts,
Scott E Maxwell
- <Possible follow-ups>
- Re: Proposed Standard of Care "again", RGRAYAIA
- Re: Seismic design for existing buildings with new additions, Scott E Maxwell
- RE: Hollow Core Plank surface roughness requirement, Roger Davis
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