SEAINT Mail Archive 2005 (Apr-Jun)
Civil and Structural Engineering discussions by date
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Messages: 2253
- RE: British Standards and Codes, ahmed ar
- Re: Nashville, TN area foundation help, Gary Hodgson & Associates
- RE: More PE Advice, Please - AASHTO, Mueller, Oliver
- RE: WWF in slabs on metal deck, David Maynard
- RE: Bar Placement in Slab with Laser Screed, Rich Lewis
- RE: Bar Placement in Slab with Laser Screed, Harold Sprague
- Re: Nashville, TN area foundation help, Daryl Richardson
- RE: Nashville, TN area foundation help, Stuart, Matthew
- RE: Nashville, TN area foundation help, Kestner, James W.
- catwalk railing, Bruce Holcomb
- Re: Masonry Book, Kurt Cornell
- RE: catwalk railing, Will Haynes
- RE: catwalk railing, Lutz, James
- O/E insurance..., David Fisher
- RE: catwalk railing, Scott, William N.
- RE: Nashville, TN area foundation help, Rich Lewis
- Mat Foundation, Abe Knapp
- RE: Mat Foundation, Lutz, James
- Re: Nashville, TN area foundation help, Jim Hannah
- RE: Mat Foundation, Abe Knapp
- RE: Mat Foundation, David Maynard
- RE: Mat Foundation, Lutz, James
- RE: Mat Foundation, Abe Knapp
- RE: Mat Foundation, Abe Knapp
- Software, RAM-Autocad / Etabs-Revit, Randy Diviney
- RE: 1982 Southern Building Code (Standard Building Code), Jeffrey Fertich
- RE: Mat Foundation, Sherman, William
- Re: Mat Foundation, Rhkratzse
- Mat Foundation, Abe Knapp
- Re: Masonry Book, Scott Maxwell
- RE: Mat Foundation, Rich Lewis
- RE: Nashville, TN area foundation help, Harold Sprague
- RE: Mat Foundation, Garner, Robert
- RE: Mat Foundation, Lutz, James
- RE: Mat Foundation, Arvel L. Williams, P.E.
- Vapor barrier with void form?, Sherman, William
- Re: Nashville, TN area foundation help, Jordan Truesdell, PE
- Re: Nashville, TN area foundation help, Daryl Richardson
- Re: Nashville, TN area foundation help, Jim Hannah
- Re: Mat Foundation, Daryl Richardson
- Newsletter of IAstructE, Gujarat State Centre - March-vol-02, Bhavin Shah
- Prestressed Concrete, Candi Anderson
- RE:Mat Foundation, Rick Stone
- RE:Mat Foundation, Mark Gilligan
- RE: Vapor barrier with void form?, Harold Sprague
- RE: Prestressed Concrete, Arvel L. Williams, P.E.
- RE: More PE Advice, Please - AASHTO, Michel Blangy
- Mat Foundation Revisited, Rich Lewis
- RE: Vapor barrier with void form?, Sherman, William
- Re: Mat Foundation Revisited, Scott Maxwell
- RE: Prestressed Concrete, Candi Anderson
- RE: IBC2000 versus IBC2003, dennis . niehoff
- RE: Prestressed Concrete, Arvel L. Williams, P.E.
- RE: Prestressed Concrete, Candi Anderson
- PEMB Tension Ties--was Nashville, TN area foundation help, Michael L. Hemstad
- Dennis Wish, HBAP
- RE: Vapor barrier with void form?, Harold Sprague
- RE: 1982 Southern Building Code, dennis . niehoff
- RE: Lattice Tower Bolts, dennis . niehoff
- Re: Lattice Tower Bolts, Rhkratzse
- Re: Vapor barrier with void form?, GSKWY
- Re: PEMB Tension Ties--was Nashville, TN area foundation help, Jordan Truesdell, PE
- Re: Dennis Wish, chuck utzman
- Dennis Wish, HBAP
- Re: Dennis Wish, Charley Hamilton
- Re: Lattice Tower Bolts, bcainse
- Re: Dennis Wish, bcainse
- Unreinforced masonry / stone building - which code?, Yi Yang
- RE: Unreinforced masonry / stone building - which code?, Nels Roselund
- RE: Unreinforced masonry / stone building - which code?, Yi Yang
- LONG FLOOR JOIST SPAN, DA
- Re: LONG FLOOR JOIST SPAN, Rhkratzse
- Re: LONG FLOOR JOIST SPAN, DA
- Re: LONG FLOOR JOIST SPAN, Rhkratzse
- RE: Software, RAM-Autocad / Etabs-Revit, Ed Tornberg
- controlled demolition, Falcon
- Re: PEMB Tension Ties--was Nashville, TN area foundation help, Gary Hodgson & Associates
- 1978 ACI Convention Paper, Rich Lewis
- Re: controlled demolition, Christopher Wright
- demolition, Falcon
- RE: controlled demolition, Garner, Robert
- PEMB Tension Ties--was Nashville, TN area foundation help, Michael L. Hemstad
- RE: controlled demolition, Garner, Robert
- RE: Vapor barrier with void form?, Sherman, William
- RE: Vapor barrier with void form?, Harold Sprague
- RE:controlled demolition, raJRaj327 hjdasjdaj
- RE: controlled demolition, Garner, Robert
- Re: Vapor barrier with void form?, GSKWY
- Vapor barrier with form void, Robert Freeman
- Re: LONG FLOOR JOIST SPAN, Robert Kazanjy
- Building Implosion, Stuart, Matthew
- Re: LONG FLOOR JOIST SPAN, DA
- Re: LONG FLOOR JOIST SPAN, Jordan Truesdell, PE
- Controlled demolition, Garner, Robert
- Earthquake Forces and Design Deformation of a Pile Group, Brian S Bossley
- Mortar Testing, Kestner, James W.
- RE: Mortar Testing, Sherman, William
- RE: Mortar Testing, Kestner, James W.
- RE: Mortar Testing, Bill Allen, S.E.
- CBDC - S6, Huffman, Sharlie TRAN:EX
- RE: Mortar Testing, Scott Maxwell
- Test and Inspection Reports Catch 22, Bill Allen, S.E.
- Re: Mortar Testing, D. Woodham
- Re: Building Implosion, GSKWY
- RE: Mortar Testing, Kestner, James W.
- RE: Mortar Testing, Arvel L. Williams, P.E.
- RE: Test and Inspection Reports Catch 22, Arvel L. Williams, P.E.
- RE: Mortar Testing, Bill Allen, S.E.
- Patching small holes in conc. slabs, LaCount, Curt
- RE: Mortar Testing, Scott Maxwell
- RE: Mortar Testing, Scott Maxwell
- RE: Mortar Testing, Bill Allen, S.E.
- Re: LONG FLOOR JOIST SPAN, Robert Kazanjy
- RE: Mortar Testing, Scott Maxwell
- RE: Mortar Testing, Bill Allen, S.E.
- Richard Bradshaw, S.E., Neil Moore
- Re: controlled demolition, Falcon
- Re: controlled demolition, Falcon
- Re: Dennis Wish==>>I wish him well, always!!, Syed Faiz
- Re: Test and Inspection Reports Catch 22, Bill Polhemus
- RE: Mortar Testing, Scott Maxwell
- RE: Patching small holes in conc. slabs, Brian S Bossley
- RE: Building Implosion, Stuart, Matthew
- Re: Patching small holes in conc. slabs, Jim Getaz
- Compressive membrane action, Wontae Kim
- RE: controlled demolition, Garner, Robert
- RE: Test and Inspection Reports Catch 22, Bill Allen, S.E.
- Vapor barrier with void form, Baron, Darryl (DR)
- DMS Signs on Montube Structures, M. David Finley, P.E.
- RE: Mortar Testing, Bill Allen, S.E.
- RE: DMS Signs on Montube Structures, Garner, Robert
- Re: DMS Signs on Montube Structures, M. David Finley, P.E.
- RE: Patching small holes in conc. slabs, Rick Stone
- Re: DMS Signs on Montube Structures, Himat Solanki
- RE: DMS Signs on Montube Structures, Garner, Robert
- Re: Compressive membrane action, Walter Sawruk
- RE: Mortar Testing, Rich Lewis
- Re: Test and Inspection Reports Catch 22, Bill Polhemus
- Re: Test and Inspection Reports Catch 22, Jay Shilstone
- RE: Mortar Testing, Bill Allen, S.E.
- STEEL: Stainless Steel for Structural Applications, Polhemus, Bill
- RE: Test and Inspection Reports Catch 22, Arvel L. Williams, P.E.
- RE: STEEL: Stainless Steel for Structural Applications, Polhemus, Bill
- Re: STEEL: Stainless Steel for Structural Applications, Robert Kazanjy
- Business License, Paul Feather
- Re: Test and Inspection Reports Catch 22, Aswin Rangaswamy
- RE: Mortar Testing, Garner, Robert
- RE: Test and Inspection Reports Catch 22, Arvel L. Williams, P.E.
- Re: Test and Inspection Reports Catch 22, Aswin Rangaswamy
- Re: Business License, David Topete
- Re: STEEL: Stainless Steel for Structural Applications, Christopher Wright
- RE: Mortar Testing, Bill Allen, S.E.
- RE: STEEL: Stainless Steel for Structural Applications, Eric Ober
- Re: Business License, Paul Feather
- RE: Business License, Gerard Madden, SE
- RE: STEEL: Stainless Steel for Structural Applications, Nels Roselund
- RE: Business License, David Topete
- Pressure Vessel Repair, Daryl Richardson
- Re: Pressure Vessel Repair, Bill Polhemus
- Evaluate drafters' reliability, Wontae Kim
- RE: Evaluate drafters' reliability, David Fisher
- RE: Evaluate drafters' reliability, Polhemus, Bill
- RE: Evaluate drafters' reliability, Stuart, Matthew
- Re: RE: Evaluate drafters' reliability, Virendra Varma
- RE: Evaluate drafters' reliability, Randy Diviney
- RE: Evaluate drafters' reliability, Foy, Warren
- RE: Evaluate drafters' reliability, Stuart, Matthew
- RE: RE: Evaluate drafters' reliability, Stuart, Matthew
- Retaining Wall Surcharge, Dmitri Wright
- RE: Evaluate drafters' reliability, Polhemus, Bill
- PEMB's and lateral deflection, Jim Wilson
- RE: Evaluate drafters' reliability, Terry Triest
- RE: Retaining Wall Surcharge, Candi Anderson
- Retaining/Basement Wall Surcharge, Eric Ober
- RE: Evaluate drafters' reliability, Polhemus, Bill
- RE: PEMB's and lateral deflection, Bruce Holcomb
- RE: Retaining/Basement Wall Surcharge, Candi Anderson
- Retaining Wall Surcharge, THunt
- RE: Evaluate drafters' reliability, Randy Diviney
- Re: Evaluate drafters' reliability, Christopher Wright
- Repair Slab Crack in Traffic Aisle, Rich Lewis
- RE: PEMB's and lateral deflection, Harold Sprague
- RE: Evaluate drafters' reliability, David Fisher
- RE: Pressure Vessel Repair, Ron Hill
- RE: Evaluate drafters' reliability, David Fisher
- Re: Evaluate drafters' reliability, GSKWY
- RE: Evaluate drafters' reliability, Dave Adams
- RE: Evaluate drafters' reliability, Nuttall, Davin J.
- RE: Retaining Wall Surcharge, Arvel L. Williams, P.E.
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- Re: Pressure Vessel Repair, Christopher Wright
- RE: Evaluate drafters' reliability, David Fisher
- Re: Evaluate drafters' reliability, Christopher Wright
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- RE: Evaluate drafters' reliability, Polhemus, Bill
- Re: Evaluate drafters' reliability, Jnapd
- RE: Evaluate drafters' reliability, Candi Anderson
- RE: Evaluate drafters' reliability, David Fisher
- RE: Evaluate drafters' reliability, David Topete
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- Re: Evaluate drafters' reliability, Jordan Truesdell, PE
- RE: Evaluate drafters' reliability, David Fisher
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- RE: Evaluate drafters' reliability, David Fisher
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- RE: Evaluate drafters' reliability, David Fisher
- RE: Pressure Vessel Repair, Harold Sprague
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- RE: Evaluate drafters' reliability, David Fisher
- RE: seaint Digest for 6 Apr 2005, Bob Riley
- San Diego, David Fisher
- 10J2 loading criteria - 1970 era, Terry Triest
- RE: seaint Digest for 6 Apr 2005, Lutz, James
- RE: 10J2 loading criteria - 1970 era, Foy, Warren
- Stan Caldwell, Brian K. Smith
- RE: seaint Digest for 6 Apr 2005, Haan, Scott M POA
- Seismic joint, Will Haynes
- RE: seaint Digest for 6 Apr 2005, Lutz, James
- Re: controlled demolition, Jim Wilson
- seismic joint, Robert Freeman
- RE: Seismic joint, Bill Allen, S.E.
- Re: Retaining/Basement Wall Surcharge, bcainse
- RE: seismic joint, Will Haynes
- Retaining Wall Surcharge Load, Lutz, James
- Seismic Joint at foundation, Robert Freeman
- Re: Seismic Joint at foundation, Jnapd
- Re: San Diego, Stanley E Scholl
- Re: San Diego, Bill Polhemus
- RE: Evaluate drafters' reliability, Mark Gilligan
- RE: Evaluate drafters' reliability, Scott Maxwell
- Re: Evaluate drafters' reliability, Bill Polhemus
- RE: Evaluate drafters' reliability, Jeff George
- Re: controlled demolition, Falcon
- Re: Evaluate drafters' reliability, Jordan Truesdell, PE
- RE: Evaluate drafters' reliability, Polhemus, Bill
- RE: STEEL: Stainless Steel for Structural Applications, Polhemus, Bill
- RE: Bill's disclaimer, Padmanabhan Rajendran
- Evaluate Bill Polhemus' Reliability (WAS: Evaluate drafters' reliability), Polhemus, Bill
- How to quantify Drawings' reliability?, Wontae Kim
- RE: How to quantify Drawings' reliability?, Polhemus, Bill
- RE: Bill's disclaimer, Polhemus, Bill
- RE: How to quantify Drawings' reliability?, Carlyle Glean
- RE: How to quantify Drawings' reliability?, Polhemus, Bill
- Was RE: Evaluate drafters' reliability Now: producing good quality drawings, Don
- RE: Was RE: Evaluate drafters' reliability Now: producing good quality drawings, David Fisher
- Re: How to quantify Drawings' reliability?, Christopher Wright
- RE: How to quantify Drawings' reliability?, Dave Adams
- RE: Was RE: Evaluate drafters' reliability Now: producing good quality drawings, Polhemus, Bill
- RE: STEEL: Stainless Steel for Structural Applications, Nels Roselund
- Re: Evaluate drafters' reliability, Paul Feather
- RE: STEEL: Stainless Steel for Structural Applications, Harold Sprague
- Re: Evaluate drafters' reliability, M. David Finley, P.E.
- Stainless Steel, Eric Ober
- Retaining Wall Surcharge, Dmitri Wright
- RE: Evaluate drafters' reliability, Jeff George
- Re: Evaluate Bill Polhemus' Reliability (WAS: Evaluate drafters' reliability), Jnapd
- Drafting quality, Dave Lowen
- RE: Evaluate drafters' reliability, Lutz, James
- RE: Stainless Steel, Polhemus, Bill
- RE: Drafting quality, Arvel L. Williams, P.E.
- RE: Evaluate drafters' reliability, Arvel L. Williams, P.E.
- RE: Evaluate drafters' reliability, Bill Allen, S.E.
- Drafting Quality, Garner, Robert
- RE: Evaluate drafters' reliability, Gerard Madden, SE
- RE: Evaluate drafters' reliability, Terry Triest
- RE: Evaluate drafters' reliability, Randy Diviney
- Tongue and Groove Cedar Siding, molly hamann
- Crane & Runway and UBC Seismic Loading, Gary Hodgson & Associates
- RE: Crane & Runway and UBC Seismic Loading, Jim Sherman
- Re: Tongue and Groove Cedar Siding, Rhkratzse
- Concrete slab construction, Domenic DeAngelo
- Re: Tongue and Groove Cedar Siding, Rhkratzse
- Re: Concrete slab construction, Rhkratzse
- '04 IBC Supplement, Jake Watson
- Re: Evaluate drafters' reliability, Jnapd
- RE: Evaluate drafters' reliability, Garner, Robert
- Buried Concrete Structures, Acie Chance
- RE: Buried Concrete Structures, Lutz, James
- Where have all the drafters gone (was: drafters' reliability), Christopher Wright
- Re: Buried Concrete Structures, Robert Kazanjy
- Re: Buried Concrete Structures, Stanley E Scholl
- Re: Tongue and Groove Cedar Siding, Robert Kazanjy
- Re: Concrete slab construction, Stanley E Scholl
- Roof to top plate connection?, Paul Skidmore
- Re: Evaluate drafters' reliability, Gary Hodgson & Associates
- Re: How to quantify Drawings' reliability?, Gary Hodgson & Associates
- Expansive Soil, GSKWY
- Re: How to quantify Drawings' reliability?, Rhkratzse
- RE: Roof to top plate connection?, Bill Allen, S.E.
- Re: How to quantify Drawings' reliability?, Christopher Wright
- Re: Roof to top plate connection?, S. Gordin
- How to quantify a British Humourist's reliability, Bill Polhemus
- engineers doing own drafting., refugio rochin
- RE: Expansive Soil, Carlyle Glean
- Re: How to quantify a British Humourist's reliability, Christopher Wright
- Re: How to quantify a British Humourist's reliability, Bill Polhemus
- Re: How to quantify a British Humourist's reliability, Christopher Wright
- RE: Buried Concrete Structures, Sherman, William
- RE: Expansive Soil, Will Haynes
- Using IBC Supplements, Sherman, William
- Re: Evaluate drafters' reliability, Paul Ransom
- Re: Crane & Runway and UBC Seismic Loading, Paul Ransom
- Re: Evaluate drafters' reliability, Paul Ransom
- Re: PEMB's and lateral deflection, Paul Ransom
- Re: '04 IBC Supplement, Paul Ransom
- RE: Evaluate drafters' reliability, Dave Lowen
- RE: Evaluate drafters' reliability, Sherman, William
- RE: Roof to top plate connection?, akester
- Re: Using IBC Supplements, Paul Ransom
- RE: crane runway, akester
- Re: Using IBC Supplements, Scott Maxwell
- Shop drawings, Dan W
- RE: crane runway, Gary Hodgson & Associates
- Shop drawings, Rick Stone
- Re: Shop drawings, Jordan Truesdell, PE
- RE: Expansive Soil, Arvel L. Williams, P.E.
- RE: Concrete slab construction, Arvel L. Williams, P.E.
- [OT] RE: Evaluate drafters' reliability, Caldwell, Stan
- seismic joint, dennis . niehoff
- New PTI Slab on Ground Manual, GSKWY
- Hanger connection calculation, LRFD Manual Pg 15-9, Szuchuan Chang
- RE: [OT] RE: Evaluate drafters' reliability, David Fisher
- RE: [OT] RE: Evaluate drafters' reliability, Bill Allen, S.E.
- RE: [OT] RE: Evaluate drafters' reliability, David Fisher
- Re: Expansive Soil, L. Pack
- RE: Hanger connection calculation, LRFD Manual Pg 15-9, Will Haynes
- Residential Deck Live Load, David Smith
- Re: Residential Deck Live Load, Abe Knapp
- Re: Residential Deck Live Load, Domenic DeAngelo
- Re: Hanger connection calculation, LRFD Manual Pg 15-9, Szuchuan Chang
- RE: Residential Deck Live Load, Eli Grassley
- RE: Expansive Soil, Arvel L. Williams, P.E.
- RE: Residential Deck Live Load, Will Haynes
- Re: Residential Deck Live Load, bcainse
- Re: Residential Deck Live Load, bcainse
- RE: Roof to top plate connection?, Ed Tornberg
- Re: Residential Deck Live Load, Jordan Truesdell, PE
- Re: Residential Deck Live Load, Neil Moore
- Thornthwaite Index, gskwy
- Re: Using IBC Supplements, Paul Ransom
- Re: Evaluate drafters' reliability, Paul Ransom
- RE: Thornthwaite Index, Arvel L. Williams, P.E.
- Wood Preservative, M. David Finley, P.E.
- RE: Wood Preservative, Randall H. Collier
- Re: Thornthwaite Index, GSKWY
- Expansive Soils, GSKWY
- Re: Residential Deck Live Load, not the deck but the connections, Jeffrey Fertich
- RE: Expansive Soils, Arvel L. Williams, P.E.
- RE: Thornthwaite Index, Arvel L. Williams, P.E.
- Boring Logs, GSKWY
- Re: Expansive Soils, Jordan Truesdell, PE
- Insurance on Base Isolated Structures, Harold Sprague
- Boring logs, Robert Freeman
- Re: Boring Logs, Jnapd
- RE: Boring Logs, David Fisher
- Re: Boring Logs, Padmanabhan Rajendran
- RE: Boring Logs, Mayo, Daniel
- RE: Boring Logs, Arvel L. Williams, P.E.
- RE: Expansive Soils, Arvel L. Williams, P.E.
- Re: Boring Logs, GSKWY
- Re: Expansive Soils, Jordan Truesdell, PE
- Residential Engineering Text Recommendations?, Randall Moore
- RE: Residential Engineering Text Recommendations?, Jake Watson
- Re: Insurance on Base Isolated Structures, Mlcse
- Re: Residential Engineering Text Recommendations?, John Turner
- Re: Expansive Soils/Divining for Water, Stanley E Scholl
- Re: Residential Engineering Text Recommendations?, Stanley E Scholl
- engineering - drafting [was Evaluate drafters' reliability], Paul Ransom
- RE: engineering - drafting [was Evaluate drafters' reliability], Dave Lowen
- RE: Boring logs, Sherman, William
- RE: Residential Engineering Text Recommendations?, Dave Adams
- Re: Residential Engineering Text Recommendations?, Jordan Truesdell, PE
- Re: Residential Engineering Text Recommendations?, Jason Atwood
- RE: Expansive Soils, Arvel L. Williams, P.E.
- RE: Residential Engineering Text Recommendations?, Arvel L. Williams, P.E.
- aluminum HSS connection design, Gale45man
- SE REVIEW WORKSHOPS IN LA & SF (BASED ON THE 2003 IBC & 2001 CBC), structuralreview
- Re: aluminum HSS connection design, Christopher Wright
- Top plate splices, Gary Grinstead
- RE: Top plate splices, Bill Allen, S.E.
- Re: aluminum HSS connection design, Robert Kazanjy
- Re: aluminum HSS connection design, Christopher Wright
- Re: Top plate splices, ASQENGG2
- Re: Top plate splices, ASQENGG2
- Re: aluminum HSS connection design, Robert Kazanjy
- Re: Top plate splices, Padmanabhan Rajendran
- Retaining wall replacement, Jim Wilson
- Re: aluminum HSS connection design, Christopher Wright
- RE: Retaining wall replacement, Arvel L. Williams, P.E.
- RE: Retaining wall replacement, Martin Li
- Re: aluminum HSS connection design, Gale45man
- RE: Retaining wall replacement, Jim Wilson
- Retaining wall replacement, Robert Freeman
- Brick Support at Chimney, Rich Lewis
- Bridge Terminology, Rand Holtham, P.E.
- RE: Bridge Terminology, Foy, Warren
- Re: Retaining wall replacement, Jordan Truesdell, PE
- RE: Bridge Terminology, Candi Anderson
- RE: Bridge Terminology, Arvel L. Williams, P.E.
- Re: Bridge Terminology, Rand Holtham, P.E.
- Re: Bridge Terminology, Rand Holtham, P.E.
- RE: Bridge Terminology, Foy, Warren
- Re: Bridge Terminology, M. David Finley, P.E.
- Roof Truss Tie Downs, Brian Hsi
- RE: Roof Truss Tie Downs, David Maynard
- RE: Roof Truss Tie Downs, Bill Allen, S.E.
- bolt end distance in timber, Joe Grill
- Re: bolt end distance in timber, Charley Hamilton
- RE: bolt end distance in timber, Bill Allen, S.E.
- RE: bolt end distance in timber, Joe Grill
- Re: Bridge Terminology, Rand Holtham, P.E.
- Re: Retaining wall replacement, Jim Wilson
- Re: aluminum HSS connection design, Robert Kazanjy
- Moment-curvature rel's for steel sections, BHASKAR BONGARALA
- Re: Top plate splices, Suresh Acharya
- Re: Top plate splices, Suresh Acharya
- Re: aluminum HSS connection design, Christopher Wright
- Re: Moment-curvature rel's for steel sections, Walter Sawruk
- Moment-curvature rel's for steel sections, BHASKAR BONGARALA
- RE: Retaining wall replacement, Arvel L. Williams, P.E.
- RE: Moment-curvature rel's for steel sections, Harold Sprague
- Is this a Structural Observation or an Inspection?, Bill Allen, S.E.
- Re: Is this a Structural Observation or an Inspection?, BCainse
- Re: Top plate splices, BCainse
- Re: Is this a Structural Observation or an Inspection?, Stanley E Scholl
- Re: Is this a Structural Observation or an Inspection?, Jake Watson
- Lead Based Paint, Candi Anderson
- Re: Lead Based Paint, THunt
- RE: bolt end distance in timber, AWC Info
- Re: Moment-curvature rel's for steel sections, TJ_Fu
- Re: Is this a Structural Observation or an Inspection?, Jnapd
- Re: Is this a Structural Observation or an Inspection?, Mark Pemberton
- Code required Construction observation, Robert Freeman
- A7 steel, Candi Anderson
- Contracts, Christopher Haffner
- RE: A7 steel, Hans E Boge
- RE: Contracts, Arvel L. Williams, P.E.
- RE: Lead Based Paint, Ron Hill
- RE: A7 steel, Arvel L. Williams, P.E.
- Re: A7 steel, THunt
- RE: Is this a Structural Observation or an Inspection?, Nels Roselund
- RE: A7 steel, Candi Anderson
- RE: A7 steel, Padmanabhan Rajendran
- RE: A7 steel, Candi Anderson
- RE: A7 steel, David Maynard
- Diaphragm Design Publication, Bob Immel
- Re: A7 steel, Gale45man
- RE: A7 steel, Candi Anderson
- Re: Lead Based Paint, Christopher Wright
- Re: Contracts, Jordan Truesdell, PE
- Re: A7 steel, Christopher Wright
- RE: A7 steel, Dave Lowen
- RE: Contracts, Nels Roselund
- RE: A7 steel, Dave Adams
- 1.1 Cyclid Load Factor Used by David Fanella, Szuchuan Chang
- Re: A7 steel, Christopher Wright
- Re: Is this a Structural Observation or an Inspection?, Gary Hodgson & Associates
- RE: Is this a Structural Observation or an Inspection?, Bill Allen, S.E.
- PTI publication, Will Haynes
- Re: Is this a Structural Observation or an Inspection?, BCainse
- RE: Is this a Structural Observation or an Inspection?, Bill Allen, S.E.
- Re: Is this a Structural Observation or an Inspection?, chuck utzman
- Re: PTI publication, GSKWY
- Re: Is this a Structural Observation or an Inspection?, Gary Hodgson & Associates
- Re: Diaphragm Design Publication, Arvind Bisarya
- Thank You for your kind thoughts, Dennis S. Wish, PE
- RE: Thank You for your kind thoughts, Sharon Robertson
- structural pins, Candi Anderson
- Re: Diaphragm Design Publication, Bob Immel
- Los Angeles Building Code, Jason Atwood
- RE: Is this a Structural Observation or an Inspection?, Huffman, Sharlie TRAN:EX
- Re: Thank You for your kind thoughts, L. Pack
- Re: Thank You for your kind thoughts, Christopher Wright
- Re: Los Angeles Building Code, Stanley E Scholl
- Re: Thank You for your kind thoughts, Gary Hodgson & Associates
- RE: Thank You for your kind thoughts, Rich Lewis
- RE: Thank You for your kind thoughts, Don
- Re: Thank You for your kind thoughts, epsdryair
- RE: Thank You for your kind thoughts, Syed Faiz
- RE: Thank You for your kind thoughts, Syed Faiz
- Re: Thank You for your kind thoughts, S. Gordin
- Re: Thank You for your kind thoughts, Christopher Wright
- Jim Delahay, Caldwell, Stan
- RE: Thank You for your kind thoughts, Polhemus, Bill
- RE: Thank You for your kind thoughts, Caldwell, Stan
- Thank You for your kind thoughts, refugio rochin
- Adaobe 7 PDF Printing, Rich Lewis
- RE: Adobe 7 PDF Printing, Kevin Polin
- RE: Adaobe 7 PDF Printing, Martin Li
- Re: Adaobe 7 PDF Printing, Avicpeng
- European Music Tour Sculpture Framing, Aaron Moore
- Re: Thank You for your kind thoughts, John Turner
- Re: Adaobe 7 PDF Printing, John Turner
- question regarding my msc thesis, hamidreza arabshahi
- RE: Jim Delahay, John C. Jones
- RE: Thank You for your kind thoughts, Gary Hodgson & Associates
- RE: Jim Delahay, Polhemus, Bill
- RE: Jim Delahay, John C. Jones
- STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, Polhemus, Bill
- RE: Jim Delahay, Polhemus, Bill
- Re: Jim Delahay, James Cohen
- bridge decks FREE of STEEL reinforcement, Wontae Kim
- TC/pretensioned bolts, Jason Atwood
- RE: Thank You for your kind thoughts, Sharon Robertson
- Re: TC/pretensioned bolts, THunt
- RE: bridge decks FREE of STEEL reinforcement, Polhemus, Bill
- Wheel Loading on Ret. Walls, lrhauer
- RE: Thank You for your kind thoughts, Polhemus, Bill
- RE: Wheel Loading on Ret. Walls, Candi Anderson
- RE: Wheel Loading on Ret. Walls, Acie Chance
- Re: Thank You for your kind thoughts, Christopher Wright
- Re: STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, Christopher Wright
- Re: Thank You for your kind thoughts, Rhkratzse
- Re: Jim Delahay, Christopher Wright
- Re: STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, M. David Finley, P.E.
- structural pins, Michael L. Hemstad
- Georgia...Georgia...the whole day thru..., David Fisher
- Re:RE: Thank You for your kind thoughts - Reply to Rich Lewis, Dennis S. Wish, PE
- Re: Thank ou for your kind thoughts - to Gary Hodgson, Dennis S. Wish, PE
- Fw: Download Supreme Court Notice on Unsafe Buildings, Bhavin Shah
- Re: Thank You for your kind thoughts, Gary Hodgson & Associates
- Re: Thank ou for your kind thoughts - to Gary Hodgson, Gary Hodgson & Associates
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- Load bearing partition on post-tensioned slab, GSKWY
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Padmanabhan Rajendran
- RE: Load bearing partition on post-tensioned slab, Polhemus, Bill
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- Re: Load bearing partition on post-tensioned slab, GSKWY
- RE: Load bearing partition on post-tensioned slab, Polhemus, Bill
- Fw: [SEFI] Download Supreme Court Notice on Unsafe Buildings, James Cohen
- RE: STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, Harold Sprague
- Bolt strengths, Timothy Allison
- Re: Bolt strengths, Christopher Wright
- RE: Bolt strengths, Harold Sprague
- Re: Bolt strengths, Jnapd
- Material for "X" Braces in Metal Buildings, Acie Chance
- RE: Bolt strengths, Eric Ober
- RE: Material for "X" Braces in Metal Buildings, Randall H. Collier
- Re: Bolt strengths, Jnapd
- Re: Bolt strengths, Christopher Wright
- Additional Memory, Dennis S. Wish, PE
- RE: Additional Memory, Garner, Robert
- Re: Is this a Structural Observation or an Inspection?, ASLCSE
- Re: Residential Deck Live Load, ASLCSE
- nails in withdrawal to resist wind uplift?, Haan, Scott M POA
- Re: nails in withdrawal to resist wind uplift?, Robert Kazanjy
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Gary Hodgson & Associates
- Re: Additional Memory, Jordan Truesdell, PE
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- Re: nails in withdrawal to resist wind uplift?, Brian K. Smith
- Re: FW: Bolt strengths, Timothy Allison
- Additional Memory, Michael L. Hemstad
- RE: Additional Memory, Wesley Werner
- RE: Additional Memory, Jim Sherman
- RE: nails in withdrawal to resist wind uplift?, Harold Sprague
- nails in withdrawal to resist wind uplift?, AWC Info
- Re: Additional Memory, BCainse
- Re: Additional Memory, Gary Grinstead
- RE: Additional Memory, Bill Allen, S.E.
- RE: Additional Memory, Donna Gochenaur
- RE: nails in withdrawal to resist wind uplift?, Haan, Scott M POA
- RE: Additional Memory, Bill Allen, S.E.
- Re: nails in withdrawal to resist wind uplift?, S. Gordin
- RE: nails in withdrawal to resist wind uplift?, Roger Davis
- Re: Thank ou for your kind thoughts - to Gary Hodgson, M. David Finley, P.E.
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Sharon Robertson
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Arvel L. Williams, P.E.
- Re: Thank ou for your kind thoughts - to Gary Hodgson, Shapton & Partners
- RE: Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, David Fisher
- Re: Thank ou for your kind thoughts - to Gary Hodgson, S. Gordin
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Arvel L. Williams, P.E.
- Wood Metal Plate Truss Repair, Raymond Shreenan
- Re: Wood Metal Plate Truss Repair, sea
- Re: nails in withdrawal to resist wind uplift?, Robert Kazanjy
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Gary Hodgson & Associates
- Re: Thank ou for your kind thoughts - to Gary Hodgson, Gary Hodgson & Associates
- Re: Thank you for your kind thoughts - to Gary Hodgson, S. Gordin
- Re: Thank you for your kind thoughts - to Gary Hodgson, S. Gordin
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Arvel L. Williams, P.E.
- Re: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, BCainse
- Composite Beams vs Composite Joists, Will Haynes
- Reinforcing Steel Strength, GSKWY
- Out of the Debate Loop, Structuralist
- Re: Out of the Debate Loop, Christopher Wright
- RE: Composite Beams vs Composite Joists, Jim Chatterley PE
- msc thesis, refugio rochin
- RE: Out of the Debate Loop, Barry H. Welliver
- Re: Out of the Debate Loop, Bill Polhemus
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Gary Hodgson & Associates
- Re: Composite Beams vs Composite Joists, Brian K. Smith
- Radiant tubing in elevated slab, Fix, Joseph
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Arvel L. Williams, P.E.
- nails in withdrawal to resist wind uplift?, dennis . niehoff
- RE: Radiant tubing in elevated slab, David Maynard
- Re: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, GSKWY
- Re: nails in withdrawal to resist wind uplift?, Brian K. Smith
- Grain slope in wood beams, Jim Wilson
- 14 Gage Staples, Lutz, James
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Arvel L. Williams, P.E.
- RE: nails in withdrawal to resist wind uplift?, Haan, Scott M POA
- Re: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, GSKWY
- Re: nails in withdrawal to resist wind uplift?, S. Gordin
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Sharon Robertson
- PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Dave Lowen
- Re: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Rhkratzse
- APA Report 138, Lutz, James
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
- Re: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Jim Wilson
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Jim Wilson
- Re: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Gil Brock
- Single or Double angle bending member, Joe Grill
- Re: Single or Double angle bending member, bcainse
- more taxes, Randy Vogelgesang S.E.
- Re: Single or Double angle bending member, Charley Hamilton
- RE: Grain slope in wood beams, Scott E. Maxwell
- Re: Composite Beams vs Composite Joists, Jordan Truesdell, PE
- RE: Single or Double angle bending member, Joe Grill
- RE: Single or Double angle bending member, Will Haynes
- Re: Single or Double angle bending member, Bill Polhemus
- Re: Single or Double angle bending member, Will Haynes
- Re: Single or Double angle bending member, Bill Polhemus
- Re: Single or Double angle bending member, Will Haynes
- Re: Single or Double angle bending member, Jordan Truesdell, PE
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
- RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Paul Crocker
- RE: Single or Double angle bending member, Joe Grill
- 70%-30% Bracing Load Distribution, raincat1
- LNG Concrete Containment, Kestner, James W.
- RE: 70%-30% Bracing Load Distribution, Lutz, James
- RE: 70%-30% Bracing Load Distribution, Scott, William N.
- Re: 70%-30% Bracing Load Distribution, raincat1
- Re: 70%-30% Bracing Load Distribution, bcainse
- Re: 70%-30% Bracing Load Distribution, S. Gordin
- RE: 70%-30% Bracing Load Distribution, Scott, William N.
- Pile Ties, lrhauer
- Re: 70%-30% Bracing Load Distribution, Jordan Truesdell, PE
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Gil Brock
- RE: 70%-30% Bracing Load Distribution, Scott, William N.
- RE: Pile Ties, Mark D. Baker
- RE: Pile Ties, Mark D. Baker
- RE: 70%-30% Bracing Load Distribution, Lutz, James
- RE: Pile Ties, lrhauer
- RE: Single or Double angle bending member, Will Haynes
- Re: 70%-30% Bracing Load Distribution, Jordan Truesdell, PE
- Does this have to do with engineering? - reply to Gail Kelley, Structuralist
- [Off Topic] Dennis, Gail, and Others, Caldwell, Stan
- Re: [Off Topic] Dennis, Gail, and Others, Jnapd
- Another reference..., John J. Treff
- RE: Another reference..., Dave Adams
- RE: LNG Concrete Containment, Harold Sprague
- pointed stem wall under a PEMB?, Jim Wilson
- Re: [Off Topic] Dennis, Gail, and Others, Patrick
- OT: Good vs. Evil, Structuralist
- Re: seaint Digest for 26 Apr 2005, John Tehaney
- Re: Does this have to do with engineering? - reply to Gail Kelley, Gary Hodgson & Associates
- RE: pointed stem wall under a PEMB?, Foy, Warren
- Re: pointed stem wall under a PEMB?, Jordan Truesdell, PE
- Beam Shear & Punching Shear, TJ_Fu
- Re: pointed stem wall under a PEMB?, Jim Wilson
- Re: pointed stem wall under a PEMB?, John Riley
- Re: [Off Topic] Dennis, Gail, and Others, Paul Ransom
- RE: Does this have to do with engineering? - reply to Gail Kelley, Polhemus, Bill
- RE: pointed stem wall under a PEMB?, Stuart, Matthew
- RE: pointed stem wall under a PEMB?, Polhemus, Bill
- Pre-fabricated steel building, Jim Hamilton
- RE: Good vs. Evil, Polhemus, Bill
- RE: seaint Digest for 26 Apr 2005, Polhemus, Bill
- Re: Pre-fabricated steel building, Stanley E Scholl
- Re: pointed stem wall under a PEMB?, Brian K. Smith
- RE: Pre-fabricated steel building, Kestner, James W.
- Re: OT: Good vs. Evil, ECVAl3
- RE: pointed stem wall under a PEMB?, Haan, Scott M POA
- RE: Good vs. Evil, Arvel L. Williams, P.E.
- ACI Concrete Submittals, Arvel L. Williams, P.E.
- RE: Good vs. Evil, Polhemus, Bill
- RE: ACI Concrete Submittals, Polhemus, Bill
- RE: OT: Good vs. Evil, Polhemus, Bill
- RE: Good vs. Evil, Arvel L. Williams, P.E.
- RE: ACI Concrete Submittals, Arvel L. Williams, P.E.
- Re: ACI Concrete Submittals, Jay Shilstone
- IBC vs UBC vertical acceleration, Glen Underwood
- RE: IBC vs UBC vertical acceleration, Eli Grassley
- Stan - Re: AVG, Structuralist
- CAD Library, akester
- AutoCad ADT 2006 while we are at it., Structuralist
- Re: pointed stem wall under a PEMB?, Daryl Richardson
- LICENSURE REQUIREMENTS: Do I Need One Or Don't I?, Polhemus, Bill
- Moisture Content, ken kirkland
- Re: pointed stem wall under a PEMB?, S. Gordin
- Re: Moisture Content, L. Pack
- RE: CAD Library, John C. Jones
- Flooring Failure in Slab on Ground, Michael L. Hemstad
- RE: Flooring Failure in Slab on Ground, Arvel L. Williams, P.E.
- Re: Moisture Content, Rhkratzse
- RE: IBC vs UBC vertical acceleration, Alex
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, James Getaz
- Re: Flooring Failure in Slab on Ground, Christopher Wright
- RE: Good vs. Evil, Gary Hodgson & Associates
- AVG & Thunderbird clarification, Jordan Truesdell, PE
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
- RE: PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Meyer, Albert
- Re: ACI Concrete Submittals, Rick Stone
- DIN 1045 Cube Strength, Paul Blomberg
- Re: DIN 1045 Cube Strength, THunt
- Re: DIN 1045 Cube Strength, Padmanabhan Rajendran
- RE: IBC vs UBC vertical acceleration, Glen Underwood
- Steel Beam Design Program, Rich Lewis
- RE: pointed stem wall under a PEMB?, Rich Lewis
- RE: ACI Concrete Submittals, Rich Lewis
- USGS Hazard Map Website, Tripp Howard
- RE: Steel Beam Design Program, Foy, Warren
- RE: USGS Hazard Map Website, Jen Wadsworth
- RE: Steel Beam Design Program, David Maynard
- Re: Steel Beam Design Program, Jordan Truesdell, PE
- RE: Steel Beam Design Program, Kevin Polin
- RE: Steel Beam Design Program, Scott, William N.
- Single or Double angle bending member, Michael L. Hemstad
- Radiant tubing in elevated slab, Michael L. Hemstad
- Re: Steel Beam Design Program, TJ_Fu
- RE: ACI Concrete Submittals, Polhemus, Bill
- RE: Steel Beam Design Program, Polhemus, Bill
- RE: Steel Beam Design Program, Polhemus, Bill
- BUILDING CODES: International Existing Building Code, Polhemus, Bill
- RE: BUILDING CODES: International Existing Building Code, Lutz, James
- RE: USGS Hazard Map Website, Tripp Howard
- RE: USGS Hazard Map Website, Jen Wadsworth
- RE: USGS Hazard Map Website, Lutz, James
- RE: USGS Hazard Map Website, Tripp Howard
- Puerto Rico P.E. ???, Dave Adams
- Re: Steel Beam Design Program, Daryl Richardson
- RE: Single or Double angle bending member, Will Haynes
- Re: Steel Beam Design Program, Brian K. Smith
- Re: Steel Beam Design Program, Jorge Jimenez
- Re: Steel Beam Design Program, Jorge Jimenez
- Re: Flooring Failure in Slab on Ground, Jorge Jimenez
- CMU Walls on Sloping Foundation, Michael Bryson
- RE: CMU Walls on Sloping Foundation, Benjamin Cornelius
- 2D / 3D Frame Analysis - Affordable, Randall Moore
- Re: CMU Walls on Sloping Foundation, Bill Polhemus
- Panel of experts, Bhavin Shah
- RE: Radiant tubing in elevated slab, Jeffrey Fertich
- Re: Steel Beam Design Program, Gary Hodgson & Associates
- Re: 2D / 3D Frame Analysis - Affordable, Gary Hodgson & Associates
- Re: Single or Double angle bending member, Jordan Truesdell, PE
- RE: 2D / 3D Frame Analysis - Affordable, Rich Lewis
- RE: 2D / 3D Frame Analysis - Affordable, Polhemus, Bill
- RE: 2D / 3D Frame Analysis - Affordable, Kestner, James W.
- RE: 2D / 3D Frame Analysis - Affordable, David Adie
- RE: 2D / 3D Frame Analysis - Affordable, Bill Allen, S.E.
- Re: 2D / 3D Frame Analysis - Affordable, Jordan Truesdell, PE
- Re: 2D / 3D Frame Analysis - Affordable, Paul Feather
- RE: 2D / 3D Frame Analysis - Affordable, Polhemus, Bill
- Re: 2D / 3D Frame Analysis - Affordable, Gary Grinstead
- RE: BUILDING CODES: International Existing Building Code, Nels Roselund
- RE: BUILDING CODES: International Existing Building Code, Polhemus, Bill
- PT Construction, Will Haynes
- Re: CMU Walls on Sloping Foundation, Paul Crocker
- RE: PT Construction, Polhemus, Bill
- RE: PT Construction, Paul Crocker
- Re: PT Construction, Paul Feather
- Fatigue in concrete, Rich Lewis
- RE: PT Construction, Will Haynes
- Re: CMU Walls on Sloping Foundation, Scott Maxwell
- RE: PT Construction, Paul Crocker
- Re: PT Construction, Will Haynes
- Re: Single or Double angle bending member, Jeffrey Fertich
- Denver Colorado, Paul Feather
- RE: Denver Colorado, Eli Grassley
- Re: Fatigue in concrete, Robert Kazanjy
- Vertical Shear in Concrete and Rebars, Nacionales Alex
- seismic isolation in wood framed structure, Benjamin Cornelius
- RE: seismic isolation in wood framed structure, Nels Roselund
- Dietrich Spazzer Bar, Jim Wilson
- Re: [WL] seaint Digest for 29 Apr 2005, Paul Ransom
- Re: seismic isolation in wood framed structure, Stanley E Scholl
- RE: [WL] seaint Digest for 29 Apr 2005, Barry H. Welliver
- RE: seismic isolation in wood framed structure, Benjamin Cornelius
- Re: seismic isolation in wood framed structure, Benjamin Cornelius
- RE: Dietrich Spazzer Bar, Nels Roselund
- RE: seismic isolation in wood framed structure, Nels Roselund
- RE: Dietrich Spazzer Bar, Jim Wilson
- Re: seismic isolation in wood framed structure, BCainse
- RE: ACI Concrete Submittals, Sherman, William
- Re: seismic isolation in wood framed structure, Benjamin Cornelius
- RE: seismic isolation in wood framed structure, Benjamin Cornelius
- Re: ACI Concrete Submittals, Szuchuan Chang
- Triangular Shear Walls, IRV FRUCHTMAN
- Re: Triangular Shear Walls, BCainse
- Re: PT Construction, GSKWY
- Re: PT Construction, GSKWY
- RE: Dietrich Spazzer Bar, akester
- RE: PT Construction, Arvel L. Williams, P.E.
- Re: PT Construction, GSKWY
- Re: PT Construction, GSKWY
- Pre-fabricated steel building, dennis . niehoff
- RE: [WL] seaint Digest for 29 Apr 2005, Arvel L. Williams, P.E.
- RE: [WL] seaint Digest for 29 Apr 2005, Polhemus, Bill
- RE: Pre-fabricated steel building, Polhemus, Bill
- RE: PT Construction, Polhemus, Bill
- RE: PT Construction, Polhemus, Bill
- Software Keys, Paul Feather
- Re: Triangular Shear Walls, Rhkratzse
- RE: Software Keys, Polhemus, Bill
- CODES: Evaluation Reports, Polhemus, Bill
- Re: Software Keys, Paul Feather
- Re: CODES: Evaluation Reports, bcainse
- RE: CODES: Evaluation Reports, Sherman, William
- Re: PT Construction, Gil Brock
- RE: PT Construction, Arvel L. Williams, P.E.
- RE: PT Construction (High Importance Flag), Sharon Robertson
- Re: PT Construction, gskwy
- RE: PT Construction, Lutz, James
- Re: PT Construction, gskwy
- RE: PT Construction, Gil Brock
- Re: PT Construction, Bill Polhemus
- Re: PT Construction, Gil Brock
- RE: CMU Walls on Sloping Foundation, Michael Bryson
- Re: CODES: Evaluation Reports, Suresh Acharya
- RE: CMU Walls on Sloping Foundation, Michael Bryson
- Last Notice: SE Review Workshops in LA & SF based on 2003 IBC and 2001 CBC, StructuralReview
- Triangular Shear Walls, IRV FRUCHTMAN
- re sloped CMU walls, akester
- RE: CODES: Evaluation Reports, Jim Wilson
- RE: CODES: Evaluation Reports, Polhemus, Bill
- Project, Mike Zaitz
- Re: Software Keys, Paul Ransom
- Re: CODES: Evaluation Reports, BCainse
- RE: CODES: Evaluation Reports, Nels Roselund
- S.O.G. for resisting basement wall lateral force, Bruce Holcomb
- WIND AND SEISMIC LOAD FOR STABLE AND BARNS, DA
- RE: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, Sharon Robertson
- Re: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, Paul Feather
- Re: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, Jordan Truesdell, PE
- RE: CODES: Evaluation Reports, Polhemus, Bill
- Re: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, S. Gordin
- Re: Pressure Vessel Repair, Daryl Richardson
- RE: CODES: Evaluation Reports, Haan, Scott M POA
- Prestressed Concrete Torsion Design (ACI 11.6.3.10), Wontae Kim
- Re: S.O.G. for resisting basement wall lateral force, ASLCSE
- RE: CODES: Evaluation Reports, Polhemus, Bill
- RE: CODES: Evaluation Reports, Garner, Robert
- RE: S.O.G. for resisting basement wall lateral force, Bruce Holcomb
- Re: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, DA
- RE: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, Arvel L. Williams, P.E.
- Re: Pressure Vessel Repair, Christopher Wright
- RE: S.O.G. for resisting basement wall lateral force, Haan, Scott M POA
- Re: WIND AND SEISMIC LOAD FOR STABLE AND BARNS, sscholl2(--nospam--at)juno.com
- RE: S.O.G. for resisting basement wall lateral force, sscholl2(--nospam--at)juno.com
- New Channel Shape, CanitzCF
- Braced Timber Frames - R-Value, Christopher Haffner
- RE: S.O.G. for resisting basement wall lateral force, Mark Gilligan
- RE: Prestressed Concrete Torsion Design (ACI 11.6.3.10), Jim Getaz
- RE: New Channel Shape, Adam Vakiener
- CONCRETE: "-ing" or "-ment"?, Polhemus, Bill
- RE: CONCRETE: "-ing" or "-ment"?, Mayo, Daniel
- RE: CONCRETE: "-ing" or "-ment"?, Sherman, William
- RE: CONCRETE: "-ing" or "-ment"?, Randall H. Collier
- Re: CONCRETE: "-ing" or "-ment"?, GSKWY
- RE: CONCRETE: "-ing" or "-ment"?, Polhemus, Bill
- Tilt-up panel jamb steel, Jim Wilson
- RE: Tilt-up panel jamb steel, Sharon Robertson
- RE: Tilt-up panel jamb steel, Polhemus, Bill
- OT - Health - TV Turn Off, refugio rochin
- Re: Tilt-up panel jamb steel, Paul Feather
- Braced Timber Frames - try again, Christopher Haffner
- Re: CONCRETE: "-ing" or "-ment"?, GSKWY
- RE: Braced Timber Frames - try again, Haan, Scott M POA
- RE: CONCRETE: "-ing" or "-ment"?, Sherman, William
- Re: CONCRETE: "-ing" or "-ment"?, GSKWY
- ordinary braced frame - building frame system or bearing wall system, Haan, Scott M POA
- Re: ordinary braced frame - building frame system or bearing wall system, Paul Feather
- RE: Braced Timber Frames - try again, Christopher Haffner
- RE: S.O.G. for resisting basement wall lateral force, Kestner, James W.
- Office Student and Teacher edition / Office Standard edition, Dennis S. Wish, PE
- Special inspection and masonry allowables, Jim Wilson
- RE: Special inspection and masonry allowables, Sharon Robertson
- RE: Special inspection and masonry allowables, Bruce Holcomb
- RE: CONCRETE: "-ing" or "-ment"?, Polhemus, Bill
- RE: Special inspection and masonry allowables, Polhemus, Bill
- wood connections - load duration and moisture adjustment factors, Gale45man
- RE: Special inspection and masonry allowables, Lutz, James
- Re: CONCRETE: "-ing" or "-ment"?, Gil Brock
- RE: Special inspection and masonry allowables, Sharon Robertson
- Re: CONCRETE: "-ing" or "-ment"?, Paul Crocker
- RE: CONCRETE: "-ing" or "-ment"?, Lutz, James
- RE: Braced Timber Frames - try again, Haan, Scott M POA
- RE: S.O.G. for resisting basement wall lateral force, Haan, Scott M POA
- RE: Special inspection and masonry allowables, Haan, Scott M POA
- Re: CONCRETE: "-ing" or "-ment"?, Charley Hamilton
- RE: ordinary braced frame - building frame system or bearing wall system, Haan, Scott M POA
- single angle bending members, Joe Grill
- Re: ordinary braced frame - building frame system or bearing wall system, Paul Feather
- Re: single angle bending members, Avicpeng
- RE: Special inspection and masonry allowables, Jim Wilson
- RE: ordinary braced frame - building frame system or bearing wall system, Christopher Haffner
- Re: Special inspection and masonry allowables, Jordan Truesdell, PE
- Re: Special inspection and masonry allowables, Jordan Truesdell, PE
- RE: S.O.G. for resisting basement wall lateral force, Jim Wilson
- RE: Special inspection and masonry allowables, Polhemus, Bill
- RE: Special inspection and masonry allowables, Polhemus, Bill
- CSI Guidelines - Drawing Notes?, Polhemus, Bill
- UBC '97 -> Int'l Codes (WAS: ordinary braced frame...), Polhemus, Bill
- RE: Special inspection and masonry allowables, Honles, Thomas
- RE: CONCRETE: "-ing" or "-ment"?, Lutz, James
- Re: Special inspection and masonry allowables, Jordan Truesdell, PE
- RE: UBC '97 -> Int'l Codes (WAS: ordinary braced frame...), Christopher Haffner
- RE: CONCRETE: "-ing" or "-ment"?, Polhemus, Bill
- RE: Special inspection and masonry allowables, Polhemus, Bill
- RE: UBC '97 -> Int'l Codes (WAS: ordinary braced frame...), Polhemus, Bill
- RE: Special inspection and masonry allowables, Haan, Scott M POA
- RE: Special inspection and masonry allowables, Gerard Madden, SE
- RE: Special inspection and masonry allowables, Honles, Thomas
- RE: Special inspection and masonry allowables, Haan, Scott M POA
- "Latest UBC Code"?, Polhemus, Bill
- RE: Special inspection and masonry allowables, Gerard Madden, SE
- RE: "Latest UBC Code"?, Gerard Madden, SE
- Re: "Latest UBC Code"?, bcainse
- Plan Irregularity Type 5, Paul Crocker
- RE: single angle bending members, Joe Grill
- RE: Plan Irregularity Type 5, Gerard Madden, SE
- RE: tilt panels, akester
- RE: CSI Guidelines - Drawing Notes?, Mark Gilligan
- RE: CSI Guidelines - Drawing Notes?, Polhemus, Bill
- Re: CSI Guidelines - Drawing Notes?, Jordan Truesdell, PE
- Re: Special inspection and masonry allowables, Daryl Richardson
- RE: CSI Guidelines - Drawing Notes?, Polhemus, Bill
- RE: Special inspection and masonry allowables, Polhemus, Bill
- RE: CSI Guidelines - Drawing Notes?, Arvel L. Williams, P.E.
- RE: CSI Guidelines - Drawing Notes?, Polhemus, Bill
- Following The Money (WAS: CSI Guidelines - Drawing Notes?), Polhemus, Bill
- Expansive Soils, GSKWY
- Re: CSI Guidelines - Drawing Notes?, Rhkratzse
- RE: CSI Guidelines - Drawing Notes?, Mark Gilligan
- RE: CSI Guidelines - Drawing Notes?, Arvel L. Williams, P.E.
- RE: Plan Irregularity Type 5, Paul Crocker
- RE: Plan Irregularity Type 5, Gerard Madden, SE
- RE: CSI Guidelines - Drawing Notes?, Haan, Scott M POA
- Re: Expansive Soils, Jordan Truesdell, PE
- Braced Timber Frames, Dmitri Wright
- Re: CSI Guidelines - Drawing Notes?, Jordan Truesdell, PE
- Expansive Soils Part 2, GSKWY
- single angle bending members, Dmitri Wright
- RE: CSI Guidelines - Drawing Notes?, Arvel L. Williams, P.E.
- Re: CSI Guidelines - Drawing Notes?, Rhkratzse
- RE: single angle bending members, Joe Grill
- Aluminum Allowable, Rand Holtham, P.E.
- RE: Aluminum Allowable, Acie Chance
- Re: Aluminum Allowable, Jordan Truesdell, PE
- Re: Aluminum Allowable, Christopher Wright
- RE: Plan Irregularity Type 5, Mark Gilligan
- OT: MS Office Student and Teacher edition / Office Standard edition, Dennis S. Wish, PE
- Accessory structures and frost footings, Jim Wilson
- Foundation Pinning, GSKWY
- Re: Foundation Pinning, Padmanabhan Rajendran
- Re: Foundation Pinning, gskwy
- Re: OT: MS Office Student and Teacher edition / Office Standard edition, Karis Barfield
- Re: MS Office Student and Teacher edition / Office Standard edition, M. David Finley, P.E.
- Fw: A new way to connect structural to concrete., Russell VeRost
- Fw: Structural Steel Book Auction, Russell VeRost
- RE: Foundation Pinning, Gerard Madden, SE
- RE: Accessory structures and frost footings, Jake Watson
- RE: Accessory structures and frost footings, Jim Wilson
- Re: OT: MS Office Student and Teacher edition / Office Standard edition, Scott Maxwell
- Re: MS Office Student and Teacher edition / Office Standard edition, Scott Maxwell
- Re: Foundation Pinning, Bill Polhemus
- Re: Foundation Pinning, Bill Polhemus
- Re: Foundation Pinning, GSKWY
- Fw: A new way to connect structural to concrete., TJ_Fu
- Fw: Structural Steel Book Auction, TJ_Fu
- Fw: A new way to connect structural to concrete., dennis . niehoff
- Fw: Structural Steel Book Auction, dennis . niehoff
- RE: Plan Irregularity Type 5, Sherman, William
- RE: Structural Steel Book Auction, Dave Adams
- RE: Foundation Pinning, Arvel L. Williams, P.E.
- RE: Accessory structures and frost footings, Haan, Scott M POA
- RE: Foundation Pinning, David Maynard
- RE: Plan Irregularity Type 5, Paul Crocker
- RE: Plan Irregularity Type 5, Haan, Scott M POA
- RE: Foundation Pinning, Polhemus, Bill
- RE: Accessory structures and frost footings, Jim Wilson
- RE: Accessory structures and frost footings, Will Haynes
- RE: Accessory structures and frost footings, Jim Wilson
- Re: Office for Students and Teachers., Dennis S. Wish, PE
- Re: Office for Students and Teachers., M. David Finley, P.E.
- Concrete column/beam joint detailing, Rich Lewis
- RE: Concrete column/beam joint detailing, Martin Li
- CONCRETE: P/S Concrete Beam Analysis & Design Software?, Polhemus, Bill
- Re: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Padmanabhan Rajendran
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Arvel L. Williams, P.E.
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Polhemus, Bill
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Bill Allen, S.E.
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Haan, Scott M POA
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, David Fisher
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Arvel L. Williams, P.E.
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Sharon Robertson
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Polhemus, Bill
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, John Riley
- RE: Foundation Pinning, Harold Sprague
- Demo Job in Va, GSKWY
- Re: Foundation Pinning, GSKWY
- Green Building Design, GSKWY
- Re: Green Building Design, Robert Kazanjy
- RE: Concrete column/beam joint detailing, Ali Karimzadegan
- RE: CONCRETE: P/S Concrete Beam Analysis & Design Software?, Jim Getaz
- Large Rebar Detailing, Rich Lewis
- RE: Large Rebar Detailing, Mark D. Baker
- Re: Large Rebar Detailing, THunt
- Re: Large Rebar Detailing, Paul Crocker
- RE: Large Rebar Detailing, Rich Lewis
- RE: Large Rebar Detailing, THunt
- Spread Footing for tower, Landon K. Anderson
- RE: Large Rebar Detailing, Roger Davis
- Calling: SE in Huntington Beach, CA, David Maynard
- RE: Spread Footing for tower, Kestner, James W.
- RE: Large Rebar Detailing, Harold Sprague
- intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- Re: intermediate ties for pedestals in pre-engineered metal build ing, Jim Getaz
- RE: Large Rebar Detailing, Jim Getaz
- Re: intermediate ties for pedestals in pre-engineered metal building, Gary Hodgson & Associates
- Re: Office for Students and Teachers, Dennis S. Wish, PE
- Re: intermediate ties for pedestals in pre-engineered metal building, Paul Ransom
- RE: Large Rebar Detailing, Rich Lewis
- RE: Large Rebar Detailing, THunt
- RE: intermediate ties for pedestals in pre-engineered metal building, Harold Sprague
- RE: Large Rebar Detailing, Adair, Joel
- structural rope vs strand, Candi Anderson
- RE: intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- RE: intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- RE: intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- RE: intermediate ties for pedestals in pre-engineered metal building, Roger Davis
- Re: intermediate ties for pedestals in pre-engineered metal buildingui, ASQENGG2
- Re: structural rope vs strand, David Topete
- RE: intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- retrofit of existing basement wall, Joe Grill
- RE: intermediate ties for pedestals in pre-engineered metal buildingui, Haan, Scott M POA
- Lightweight yet stiff fill ?, Bill Allen, S.E.
- RE: Lightweight yet stiff fill ?, Arvel L. Williams, P.E.
- Re: Lightweight yet stiff fill ?, Rhkratzse
- Re: Lightweight yet stiff fill ?, Paul Feather
- Re: structural rope vs strand, Walter Sawruk
- RE: Lightweight yet stiff fill ?, Bill Allen, S.E.
- RE: Lightweight yet stiff fill ?, Bill Allen, S.E.
- RE: Lightweight yet stiff fill ?, Petaja, Matt S
- RE: structural rope vs strand, Candi Anderson
- 5 Ton Golf Course Bridges, David Smith
- Re: Lightweight yet stiff fill ?, bcainse
- RE: 5 Ton Golf Course Bridges, Candi Anderson
- RE: 5 Ton Golf Course Bridges, Candi Anderson
- RE: structural rope vs strand, Walter Sawruk
- RE: structural rope vs strand, Candi Anderson
- Re: 5 Ton Golf Course Bridges, S. Gordin
- 33-ft simple span slab, Ben Z
- Design for anchor bolt corrosion in refineries, etc, Tom Barsh @ Codeware
- Re: Design for anchor bolt corrosion in refineries, etc, THunt
- RE: Design for anchor bolt corrosion in refineries, etc, Landon K. Anderson
- RE: intermediate ties for pedestals in pre-engineered metal build ing, Scott, William N.
- Treaded Rod in compression, Avicpeng
- RE: intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
- Re: Design for anchor bolt corrosion in refineries, etc, S. Gordin
- Re: 33-ft simple span slab, Gil Brock
- Re: Lightweight yet stiff fill ?, Mlcse
- Re: Design for anchor bolt corrosion in refineries, etc, Walter Sawruk
- SHEAR WALL OFFSET, DA
- Re: 33-ft simple span slab, Ben Z
- RE: Lightweight yet stiff fill ?, Bill Allen, S.E.
- RE: SHEAR WALL OFFSET, Bill Allen, S.E.
- Timber Prestressing Qestion, CanitzCF
- solar water heater holding tank, raincat1
- Re: Timber Prestressing Qestion, S. Gordin
- Re: 33-ft simple span slab, Rhkratzse
- Re: 33-ft simple span slab, Rhkratzse
- Re: Timber Prestressing Qestion, Rhkratzse
- Re: 33-ft simple span slab, Gil Brock
- Re: 33-ft simple span slab, Ben Z
- Re: 33-ft simple span slab, Ben Z
- Re: Timber Prestressing Qestion, S. Gordin
- Re: 33-ft simple span slab, Rhkratzse
- Re: 33-ft simple span slab, Gil Brock
- Re: 33-ft simple span slab, zhoub002
- Re: 33-ft simple span slab, zhoub002
- Re: structural rope vs strand, James Cohen
- Re: Office for Students and Teachers, Chad Edward Grinsteiner
- UBC Live Load Reduction, Bill Allen, S.E.
- Re: UBC Live Load Reduction, Gary Grinstead
- RE: UBC Live Load Reduction, David Fisher
- RE: UBC Live Load Reduction, Gary Grinstead
- RE: UBC Live Load Reduction, Bill Allen, S.E.
- RE: UBC Live Load Reduction, Haan, Scott M POA
- Re: UBC Live Load Reduction, Paul Crocker
- RE: UBC Live Load Reduction, Gerard Madden, SE
- CONCRETE: P/S Concrete Beam Analysis & Design Software?, Michael L. Hemstad
- RE: UBC Live Load Reduction, David Fisher
- RE: UBC Live Load Reduction - try 00 IBC 1607.9.2 on him, Haan, Scott M POA
- RE: UBC Live Load Reduction, Gary Grinstead
- RE: UBC Live Load Reduction, Haan, Scott M POA
- RE: UBC Live Load Reduction - try 00 IBC 1607.9.2 on him, Bill Allen, S.E.
- RE: UBC Live Load Reduction, Bill Allen, S.E.
- Re: UBC Live Load Reduction, Paul Feather
- RE: UBC Live Load Reduction - try 00 IBC 1607.9.2 on him, Haan, Scott M POA
- RE: UBC Live Load Reduction, Gerard Madden, SE
- RE: UBC Live Load Reduction, Gerard Madden, SE
- Re: UBC Live Load Reduction - try 00 IBC 1607.9.2 on him, Paul Feather
- RE: UBC Live Load Reduction, Haan, Scott M POA
- RE: UBC Live Load Reduction, Haan, Scott M POA
- Re: 33-ft simple span slab, Rhkratzse
- Drifting snow on small canopy, Ken Peoples
- RE: UBC Live Load Reduction, Gerard Madden, SE
- Re: 33-ft simple span slab, David Topete
- Drifting snow on small canopy, Gale45man
- Timber Prestressing Qestion, Michael L. Hemstad
- Re: Drifting snow on small canopy, Ken Peoples
- Re: 33-ft simple span slab, Ben Z
- RE: UBC Live Load Reduction, Gautam Manandhar
- RE: UBC Live Load Reduction, David Fisher
- Re: Timber Prestressing Qestion, canitzcf
- RE: Record retention, Gautam Manandhar
- RE: Drifting snow on small canopy, Harold Sprague
- RE: intermediate ties for pedestals in pre-engineered metal building, Harold Sprague
- Concrete Column Biaxial Bending, Rich Lewis
- Concrete Torsion Angle of Twist, Rich Lewis
- FEMA 350 continuity plates and panel zone thickness, Haan, Scott M POA
- Concrete Torsion Angle of Twist, Rich Lewis
- Re: 5 Ton Golf Course Bridges, David Smith
- steel beam, Raymond Shreenan
- RE: Treaded Rod in compression, Nels Roselund
- Re: Treaded Rod in compression, Robert Kazanjy
- Re: steel beam, Daryl Richardson
- RE: FEMA 350 continuity plates and panel zone thickness, Bill Allen, S.E.
- Re: steel beam, Neil Moore
- Re: steel beam, Raymond Shreenan
- Re: Concrete Column Biaxial Bending, Rodrigo Tayong
- RE: Concrete Column Biaxial Bending, Jim Getaz
- Re: Concrete Torsion Angle of Twist, Himat Solanki
- Re: Concrete Column Biaxial Bending, M. David Finley, P.E.
- GFRC panels, joraljim
- RE: FEMA 350 continuity plates and panel zone thickness, Gerard Madden, SE
- RE: FEMA 350 continuity plates and panel zone thickness, Haan, Scott M POA
- RE: FEMA 350 continuity plates and panel zone thickness, Haan, Scott M POA
- wood / gyp board shear walls for resisting seismic forces, Bruce Holcomb
- Wight of Boxed Materials, Rand Holtham, P.E.
- RE: wood / gyp board shear walls for resisting seismic forces, Haan, Scott M POA
- Re: Wight of Boxed Materials, Jordan Truesdell, PE
- Re: Wight of Boxed Materials, Rhkratzse
- RE: Wight of Boxed Materials, Polhemus, Bill
- SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: SEISMIC: Roof Supported Equipment, Eli Grassley
- Re: Wight of Boxed Materials, Huffman, Sharlie TRAN:EX
- RE: SEISMIC: Roof Supported Equipment, Sharon Robertson
- Re: GFRC panels, Jim Wilson
- RE: SEISMIC: Roof Supported Equipment, Jim Wilson
- Re: Wight of Boxed Materials, Daryl Richardson
- Re: Wight of Boxed Materials, S. Gordin
- Re: Wight of Boxed Materials, Robert Kazanjy
- question regarsing plywood screws, Rajnikanth Gedhada
- RE: Wight of Boxed Materials, Gary Hodgson & Associates
- Re: Wight of Boxed Materials, S. Gordin
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- RE: question regarsing plywood screws, Polhemus, Bill
- RE: question regarsing plywood screws, Haan, Scott M POA
- aci 318-02 appendix d, David Adie
- Re: aci 318-02 appendix d, Ed . Haninger
- Re: aci 318-02 appendix d, Shapton & Partners
- RE: UBC Live Load Reduction - Epilogue, Bill Allen, S.E.
- RE: UBC Live Load Reduction - Epilogue, David Fisher
- RE: SEISMIC: Roof Supported Equipment, Sherman, William
- PEMB / Masonry expansion joints, Jim Wilson
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- Re: PEMB / Masonry expansion joints, Jordan Truesdell, PE
- RE: UBC Live Load Reduction - Epilogue, Garner, Robert
- Re: PEMB / Masonry expansion joints, Jim Wilson
- How to calculate capacity of two Log beams, one on top of the other ?, Zhou, Helen
- RE: UBC Live Load Reduction - Epilogue, Bill Allen, S.E.
- Re: How to calculate capacity of two Log beams, one on top of the other ?, THunt
- Re: How to calculate capacity of two Log beams, one on top of the other ?, Paul Feather
- RE: How to calculate capacity of two Log beams, one on top of the other ?, Polhemus, Bill
- RE: How to calculate capacity of two Log beams, one on top of the other ?, Lutz, James
- RE: How to calculate capacity of two Log beams, one on top of the other ?, Garner, Robert
- RE: SEISMIC: Roof Supported Equipment, Gerard Madden, SE
- Re: SEISMIC: Roof Supported Equipment, S. Gordin
- RE: PEMB / Masonry expansion joints, Harold Sprague
- Wood design values for old structure, Bruce Holcomb
- RE: PEMB / Masonry expansion joints, Jim Wilson
- RE: SEISMIC: Roof Supported Equipment, Polhemus, Bill
- Re: PEMB / Masonry expansion joints, Rhkratzse
- Seismic Roof Equipment, Steve Thompson
- Re: Wood design values for old structure, James Cohen
- RE: Seismic Roof Equipment, Polhemus, Bill
- RE: aci 318-02 appendix d, Lutz, James
- Water tank center column support, Jim Wilson
- RE: How to calculate capacity of two Log beams, one on top of the other ?, Arvel L. Williams, P.E.
- RE: How to calculate capacity of two Log beams, one on top of the other ?, Polhemus, Bill
- RE: aci 318-02 appendix d, Padmanabhan Rajendran
- RE: aci 318-02 appendix d, Padmanabhan Rajendran
- Re: Wood design values for old structure, bruce solana
- Re: aci 318-02 appendix d, Shapton & Partners
- ASCE 7-02 wind load on a sign?, ken kirkland
- Re: PEMB / Masonry expansion joints, Harold Sprague
- RE: ASCE 7-02 wind load on a sign?, Harold Sprague
- RE: Wood design values for old structure, Harold Sprague
- Re: aci 318-02 appendix d, Padmanabhan Rajendran
- Re: ASCE 7-02 wind load on a sign?, Robert Kazanjy
- RE: Wood design values for old structure, Foy, Warren
- Re: PEMB / Masonry expansion joints, Paul Ransom
- RE: PEMB / Masonry expansion joints, Sherman, William
- OT: Need someone with Autocad 2004 or later, Bill Polhemus
- RE: Need someone with Autocad 2004 or later, Mike Jones
- RE: Wood design values for old structure, Arvel L. Williams, P.E.
- Re: Need someone with Autocad 2004 or later, Bill Polhemus
- RE: ASCE 7-02 wind load on a sign?, ken kirkland
- RE: ASCE 7-02 wind load on a sign?, Mike Jones
- Florida Seal, Ron Hill
- RE: Florida Seal, Mayo, Daniel
- RE: PEMB / Masonry expansion joints, Harold Sprague
- Re: Florida Seal, Stanley E Scholl
- RE: PEMB / Masonry expansion joints, Jim Wilson
- Notes, dave lowen
- RE: PEMB / Masonry expansion joints, Harold Sprague
- RE: Wood design values for old structure, Harold Sprague
- RE: Wood design values for old structure, Will Haynes
- RE: Wood design values for old structure, Paul Blomberg
- RE: Wood design values for old structure, Foy, Warren
- Re: Wood design values for old structure, Bill Polhemus
- Structural Photos Accumulation, refugio rochin
- Re: ASCE 7-02 wind load on a sign?, Aswin Rangaswamy
- Re: Wood design values for old structure, Daryl Richardson
- Torsion in concrete beams, ASLCSE
- Re: question regarsing plywood screws, Rajnikanth Gedhada
- Re: Notes, Mark Pemberton
- Re: 33-ft simple span slab, Gil Brock
- Technical Inquiry, Manuel Zuniega II
- Knock-out Panel, Rich Lewis
- Re: Technical Inquiry, Bill Polhemus
- RE: Knock-out Panel, Kestner, James W.
- Re: Technical Inquiry, David Topete
- RE: Knock-out Panel, Rich Lewis
- You are a PE and don?t know the answer?, joraljim
- RE: Knock-out Panel, Acie Chance
- RE: Knock-out Panel, Gerard Madden, SE
- Re: Knock-out Panel, Jordan Truesdell, PE
- RE: Notes, dave lowen
- Re: You are a PE and don’t know the answer?, Jordan Truesdell, PE
- Re: Notes, gskwy
- RE: Knock-out Panel, Rich Lewis
- Pipe connections, Mark Pemberton
- RE: Notes, Mark Pemberton
- stainless steel cable, S. Gordin
- RE: stainless steel cable, Randall H. Collier
- RE: Notes, dave lowen
- Direction of buckling of a single angle!, msarraf
- Re: SE character on TV next season, Rbengrguy
- Re: SE character on TV next season, David Topete
- RE: stainless steel cable, Harold Sprague
- RE: Knock-out Panel, Harold Sprague
- Re: stainless steel cable, S. Gordin
- Re: stainless steel cable, Bill Polhemus
- Re: stainless steel cable, Bill Polhemus
- Re: Knock-out Panel, Jim Getaz
- Re: stainless steel cable, Jordan Truesdell, PE
- Building Rating Idea, refugio rochin
- Re: Building Rating Idea, S. Gordin
- Re: stainless steel cable, S. Gordin
- Re: stainless steel cable, Neil Moore
- Re: Building Rating Idea, Neil Moore
- Re: Building Rating Idea, Paul Crocker
- Re: Building Rating Idea, Rhkratzse
- ASTM A615 steel, j.n.sigalas
- Re: Building Rating Idea, Rhkratzse
- Re: ASTM A615 steel, Gary Grinstead
- RE: ASTM A615 steel, Robert E Shaw Jr
- RE: ASTM A615 steel, Sherman, William
- RE: stainless steel cable, Yi Yang
- Re: stainless steel cable, S. Gordin
- Re: stainless steel cable, chuck utzman
- RE: stainless steel cable, Yi Yang
- Re: stainless steel cable, S. Gordin
- RE: stainless steel cable, Yi Yang
- Void Forms under Grade Beams, Gerard Madden, SE
- RE: Void Forms under Grade Beams, David Fisher
- Re: Void Forms under Grade Beams, Gary Grinstead
- RE: Void Forms under Grade Beams, Arvel L. Williams, P.E.
- RE: Void Forms under Grade Beams, Gerard Madden, SE
- Re: stainless steel cable, bcainse
- RE: Void Forms under Grade Beams, Sherman, William
- Re: Void Forms under Grade Beams, Brian K. Smith
- RE: Void Forms under Grade Beams, Arvel L. Williams, P.E.
- RE: Void Forms under Grade Beams, Neil Moore
- RE: Void Forms under Grade Beams, Gerard Madden, SE
- Re: stainless steel cable, S. Gordin
- RE: stainless steel cable, Polhemus, Bill
- RE: "sheesh" thing" was: stainless steel cable, Gunnar H. Isleifsson
- Re: stainless steel cable, S. Gordin
- RE: ASTM A615 steel, Harold Sprague
- Re: Void Forms under Grade Beams, Suresh Acharya
- Re: Building Rating Idea, Suresh Acharya
- Re: Building Rating Idea, Suresh Acharya
- Re: Building Rating Idea, Rhkratzse
- Re: stainless steel cable, Jim Getaz
- RE: stainless steel cable, Polhemus, Bill
- IRC Table R802.5.1(9) Rafter ties, Jim Wilson
- Re: stainless steel cable, gskwy
- Re: stainless steel cable, Neil Moore
- RE: stainless steel cable, Sharon Robertson
- Re: stainless steel cable, gskwy
- Re: stainless steel cable, gskwy
- Torsion in Wide Flange Beam, Rich Lewis
- RE: stainless steel cable, Polhemus, Bill
- RE: stainless steel cable, Polhemus, Bill
- PS CONCRETE: Torsion in Double-Tees, Polhemus, Bill
- Re: stainless steel cable, Neil Moore
- RE: stainless steel cable, Polhemus, Bill
- RE: stainless steel cable, Sharon Robertson
- RE: Torsion in Wide Flange Beam, Foy, Warren
- Re: stainless steel cable, Christopher Wright
- Re: stainless steel cable, S. Gordin
- RE: stainless steel cable, Polhemus, Bill
- RE: Torsion in Wide Flange Beam, Jones, Mark
- Re: Building Rating Idea, Fred Turner
- Safe at all costs? [Was: stainless steel cable], Charley Hamilton
- Re: stainless steel cable, Christopher Wright
- Re: PS CONCRETE: Torsion in Double-Tees, Rhkratzse
- OT: Law -( was RE: stainless steel cable), Honles, Thomas
- Re: stainless steel cable, Rhkratzse
- RE: stainless steel cable, David Fisher
- Re: stainless steel cable [kids' safety, etc.], Rhkratzse
- Re: PS CONCRETE: Torsion in Double-Tees, Paul Blomberg
- Re: OT: Law -( was RE: stainless steel cable), Christopher Wright
- RE: stainless steel cable [kids' safety, etc.], Polhemus, Bill
- RE: OT: Law -( was RE: stainless steel cable), Polhemus, Bill
- Concrete shear wall design software, Alex
- RE: Concrete shear wall design software, Douglas.Cayko
- RE: Concrete shear wall design software, Mark E. Deardorff
- RE: Concrete shear wall design software, Rich Lewis
- Wood-frame construction: Life in the real world, Thor Matteson, SE
- Re: PS CONCRETE: Torsion in Double-Tees, Jim Getaz
- re.: Concrete shear wall design software, Mark McCormick
- Re: Concrete shear wall design software, Gary Hodgson & Associates
- RE: Wood-frame construction: Life in the real world, Arvel L. Williams, P.E.
- RE: PS CONCRETE: Torsion in Double-Tees, Polhemus, Bill
- Return and array from VBA to Excel, Jake Watson
- SLAB ON GRADE: Truck Wheel Load, Polhemus, Bill
- RE: SLAB ON GRADE: Truck Wheel Load, Candi Anderson
- Re: Return and array from VBA to Excel, Padmanabhan Rajendran
- RE: Torsion in Wide Flange Beam, Sherman, William
- RE: PS CONCRETE: Torsion in Double-Tees, Sherman, William
- RE: SLAB ON GRADE: Truck Wheel Load, Polhemus, Bill
- Re: SLAB ON GRADE: Truck Wheel Load, BCainse
- Re: Wood-frame construction: Life in the real world, Jordan Truesdell, PE
- RE: Wood-frame construction: Life in the real world, Nels Roselund
- RE: Return and array from VBA to Excel, Brian McDonald
- RE: Return and array from VBA to Excel, Padmanabhan Rajendran
- RE: Return and array from VBA to Excel, Bill Allen, S.E.
- RE: Return and array from VBA to Excel, Brian McDonald
- RE: SLAB ON GRADE: Truck Wheel Load, Bruce Holcomb
- RE: Return and array from VBA to Excel, Markajohn
- Re: SLAB ON GRADE: Truck Wheel Load, Stanley E Scholl
- Re: SLAB ON GRADE: Truck Wheel Load, Stanley E Scholl
- RE: Return and array from VBA to Excel, Polhemus, Bill
- RE: Return and array from VBA to Excel, Padmanabhan Rajendran
- RE: Return and array from VBA to Excel, Jones, Mark
- RE: Return and array from VBA to Excel, Brian McDonald
- TACOMA NARROW BRIDGE, Edward
- RE: TACOMA NARROW BRIDGE, Tom Barsh @ Codeware
- RE: TACOMA NARROW BRIDGE, Jones, Mark
- RE: Return and array from VBA to Excel, Padmanabhan Rajendran
- Re: TACOMA NARROW BRIDGE, Jim Hannah
- L-Pile Analysis, Garner, Robert
- RE: TACOMA NARROW BRIDGE, Dickey, David
- RE: IRC Table R802.5.1(9) Rafter ties, Christopher Haffner
- Engineer needed in Riverside California, Dennis S. Wish, PE
- Engineer needed in North Shore (Salton Sea) California, Dennis S. Wish, PE
- RE: L-Pile Analysis, Candi Anderson
- RE: L-Pile Analysis, Arvel L. Williams, P.E.
- RE: L-Pile Analysis, Arvel L. Williams, P.E.
- Structural Engineering Opportunities, Caldwell, Stan
- RE: L-Pile Analysis, Garner, Robert
- RE: Structural Engineering Opportunities, David Fisher
- RE: Structural Engineering Opportunities, Arvel L. Williams, P.E.
- RE: L-Pile Analysis, Candi Anderson
- RE: L-Pile Analysis, Garner, Robert
- RE: L-Pile Analysis, Garner, Robert
- Industrial Seismic Restraints, Dave Adams
- "black box" software was: L-Pile Analysis, Tom Barsh @ Codeware
- RE: Structural Engineering Opportunities, Caldwell, Stan
- RE: Structural Engineering Opportunities, David Fisher
- ENGINEERING OPPORTUNITIES, John Riley
- RE: ENGINEERING OPPORTUNITIES, Stuart, Matthew
- RE: "black box" software was: L-Pile Analysis, Candi Anderson
- RE: "black box" software was: L-Pile Analysis, Tom Barsh @ Codeware
- RE: ENGINEERING OPPORTUNITIES, Wesley Werner
- RE: ENGINEERING OPPORTUNITIES, TJ_Fu
- RE: "black box" software was: L-Pile Analysis, Arvel L. Williams, P.E.
- Re: "black box" software was: L-Pile Analysis, Christopher Wright
- Light Framing Engineers Wanted for Recommendations in Southern California, Dennis S. Wish, PE
- RE: Structural Engineering Opportunities, Polhemus, Bill
- RE: IRC Table R802.5.1(9) Rafter ties, Polhemus, Bill
- RE: "black box" software was: L-Pile Analysis, Polhemus, Bill
- RE: ENGINEERING OPPORTUNITIES, Polhemus, Bill
- Re: "black box" software was: L-Pile Analysis, Paul Feather
- RE: "black box" software was: L-Pile Analysis, Gerard Madden, SE
- FW: Steel-Detail: this just in......, dave lowen
- Re: Steel-Detail: this just in......, Paul Feather
- Re: Steel-Detail: this just in......, Paul Feather
- RE: Return and array from VBA to Excel, Jake Watson
- RE: Torsion in Wide Flange Beam, Rich Lewis
- Re: Engineer needed in Riverside California (Engineer Liability), ASQENGG2
- Re: Wood-frame construction: Life in the real world, Gary Hodgson & Associates
- Re: PS CONCRETE: Torsion in Double-Tees, Jim Getaz
- Re: Industrial Seismic Restraints, Walter Sawruk
- Re: Steel-Detail: this just in......, Gary Hodgson & Associates
- Re: Wood-frame construction: Life in the real world, Avicpeng
- RE: Torsion in Wide Flange Beam, Josh Plummer
- RE: Industrial Seismic Restraints, Dave Adams
- Re: Wood-frame construction: Life in the real world, Scott Maxwell
- Re: Steel-Detail: this just in......, Paul Feather
- Re: Wood-frame construction: Life in the real world, Scott Maxwell
- VBA to Excel, Jason Atwood
- Re: Wood-frame construction: Life in the real world, Avicpeng
- RE: VBA to Excel, Tom Skaggs
- RE: VBA to Excel, Brian McDonald
- RE: VBA to Excel, Tom Barsh @ Codeware
- RE: VBA to Excel, Arvel L. Williams, P.E.
- Connections Designing, General Standards? POLL, refugio rochin
- IBC Special inspection for Slab-on-Grade supporting HVAC unit., Elias Hahn
- RE: Connections Designing, General Standards? POLL, Sharon Robertson
- RE: Connections Designing, General Standards? POLL, David Maynard
- E-Files and Clients...., David Maynard
- RE: Connections Designing, General Standards? POLL, Kestner, James W.
- RE: E-Files and Clients...., David Fisher
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- Re: E-Files and Clients...., Scott Maxwell
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Arvel L. Williams, P.E.
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Elias Hahn
- RE: Connections Designing, General Standards? POLL, John Riley
- RE: Connections Designing, General Standards? POLL, Polhemus, Bill
- RE: Connections Designing, General Standards? POLL, David Fisher
- RE: E-Files and Clients...., Polhemus, Bill
- RE: Connections Designing, General Standards? POLL, Polhemus, Bill
- RE: E-Files and Clients...., Kevin Polin
- RE: E-Files and Clients...., Polhemus, Bill
- RE: E-Files and Clients...., Gerard Madden, SE
- RE: E-Files and Clients...., David Fisher
- RE: E-Files and Clients...., David Fisher
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Caldwell, Stan
- RE: E-Files and Clients...., Michel Blangy
- RE: E-Files and Clients...., Kevin Polin
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: E-Files and Clients...., David Fisher
- RE: E-Files and Clients...., Polhemus, Bill
- RE: E-Files and Clients...., Arvel L. Williams, P.E.
- RE: Steel-Detail: this just in......, dave lowen
- OT: Pondering on Life, Hinduism, Relativity, DNA and Transitions, refugio rochin
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- Re: E-Files and Clients...., Paul Feather
- Re: Steel-Detail: this just in......, Paul Feather
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: Wood-frame construction: Life in the real world, Thor Matteson, SE
- STEEL TRUSS DESIGN, CLINT ALBUNIAN
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- Engineer's Liability? (Gravity load only design), ASQENGG2
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: Connections Designing, General Standards? POLL, Sherman, William
- RE: Sealed drawings, Sherman, William
- RE: E-Files and Clients...., Sherman, William
- RE: L-Pile Analysis, Sherman, William
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: Offensive language Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- DRAFTING: Structural Drafting Standard, Polhemus, Bill
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- RE: DRAFTING: Structural Drafting Standard, dave lowen
- Re: DRAFTING: Structural Drafting Standard, Robert Kazanjy
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: DRAFTING: Structural Drafting Standard, Polhemus, Bill
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Sherman, William
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Sherman, William
- RE: Wood-frame construction: Life in the real world, Ed Tornberg
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: Steel-Detail: this just in......, dave lowen
- RE: E-Files and Clients...., James Getaz
- Re: Engineer needed in Riverside California (Engineer Liability), Dennis S. Wish, PE
- Re: Connections Designing, General Standards? POLL, ranmoo
- RE: E-Files and Clients...., Gerard Madden, SE
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., GSKWY
- Re: E-Files and Clients...., M. David Finley, P.E.
- Hiking trail design guides?, Jim Wilson
- RE: E-Files and Clients...., Kevin Polin
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Arvel L. Williams, P.E.
- RE: Hiking trail design guides?, Arvel L. Williams, P.E.
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Will Haynes
- Re: E-Files and Clients...., Paul Feather
- RE: E-Files and Clients...., Gerard Madden, SE
- RE: E-Files and Clients...., Kevin Polin
- Fork Truck on elevated slab, Rich Lewis
- RE: E-Files and Clients...., Kevin Polin
- RE: E-Files and Clients...., Kevin Polin
- Test - Please Ignore, Bill Polhemus
- Re: Test - Please Ignore, Rhkratzse
- Re: Test - Please Ignore, Bill Polhemus
- Re: Fork Truck on elevated slab, Bill Polhemus
- RE: E-Files and Clients...., Gerard Madden, SE
- Re: Fork Truck on elevated slab, Robert Kazanjy
- RE: Fork Truck on elevated slab, Stuart, Matthew
- Re: Hiking trail design guides?, Candi Anderson
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Arvel L. Williams, P.E.
- Autocad LT 2006, Bill Polhemus
- RE: Fork Truck on elevated slab, Rich Lewis
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Bill Polhemus
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Bill Polhemus
- Re: Fork Truck on elevated slab, Rhkratzse
- Re: Fork Truck on elevated slab, Bill Polhemus
- The Passing of George Ford, Daryl Richardson
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- RE: ENGINEERING OPPORTUNITIES, dennis . niehoff
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., dennis . niehoff
- California P.E. Test Reference Material, Craig Hawe
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Arvel L. Williams, P.E.
- [no subject], Chris Campbell
- RE:, David Fisher
- Re: California P.E. Test Reference Material, David Topete
- Braced Frame Anchorage, Tim & Dadre
- Re: Braced Frame Anchorage, Paul Feather
- Re: Fork Truck on elevated slab, davisp2
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., GSKWY
- RE: Braced Frame Anchorage, Yi Yang
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., chuck utzman
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Rhkratzse
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., GSKWY
- RE: The Passing of George Ford, Syed Faiz
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Elias Hahn
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Nels Roselund
- RE: Hiking trail design guides?, Harold Sprague
- Connections Designing, General Standards? POLL, Michael L. Hemstad
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., David Fisher
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- Balanced Moment vs PT Moment, Will Haynes
- CONCRETE: Weird Spec Citation?, Polhemus, Bill
- RE: CONCRETE: Weird Spec Citation?, Arvel L. Williams, P.E.
- RE: CONCRETE: Weird Spec Citation?, Arvel L. Williams, P.E.
- RE: CONCRETE: Weird Spec Citation?, Adair, Joel
- Re: California P.E. Test Reference Material, Scott Maxwell
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Arvel L. Williams, P.E.
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Elias Hahn
- Re: Balanced Moment vs PT Moment, Gil Brock
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Nels Roselund
- Re: Balanced Moment vs PT Moment, Scott Maxwell
- RE: Braced Frame Anchorage, Jake Watson
- Re: Balanced Moment vs PT Moment, ASQENGG2
- Re: Balanced Moment vs PT Moment, Will Haynes
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., GSKWY
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., John Riley
- What ever happened to that plan stamper?, Jim Wilson
- RE: Hiking trail design guides?, Jim Wilson
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Scott Maxwell
- RE: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
- RE: What ever happened to that plan stamper?, Polhemus, Bill
- Re: California P.E. Test Reference Material, Aswin Rangaswamy
- RE: Fork Truck on elevated slab, Kestner, James W.
- RE: Fork Truck on elevated slab, Joe Grill
- RE: What ever happened to that plan stamper?, Caldwell, Stan
- CONCRETE: "Crazing", Polhemus, Bill
- RE: CONCRETE: "Crazing", John Whitty
- Re: CONCRETE: "Crazing", Dave Handy
- RE: CONCRETE: "Crazing", Roger Davis
- RE: CONCRETE: "Crazing", Polhemus, Bill
- RE: CONCRETE: "Crazing", dennis . niehoff
- RE: CONCRETE: "Crazing", David Fisher
- RE: What ever happened to that plan stamper?, Polhemus, Bill
- Paypal, Gerard Madden, SE
- RE: CONCRETE: "Crazing", Polhemus, Bill
- RE: Paypal, Polhemus, Bill
- RE: Paypal, Gerard Madden, SE
- RE: Paypal, David Maynard
- RE: Paypal, Polhemus, Bill
- RE: CONCRETE: Weird Spec Citation?, Harold Sprague
- Re: Balanced Moment vs PT Moment, Gil Brock
- Re: Paypal, Jordan Truesdell, PE
- Re: Balanced Moment vs PT Moment, Will Haynes
- RE: Paypal, David Fisher
- RE: Paypal, Gil Brock
- Re: Paypal, Jordan Truesdell, PE
- Re: Paypal, epsdryair
- California code, Scott Maxwell
- Title 25, Scott Maxwell
- Re: Paypal, Neil Moore
- Re: Paypal, Rhkratzse
- Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Robert Kazanjy
- WTCA has made available a free excel download of construction loads and commentary for trusses, sea
- Allowable Stress for flexural members with yield points greater than 65ksi, YoonHo Nam. PE
- Allowable Stress for flexural members with yield points greater than 65ksi, dennis . niehoff
- Re: Code knowledge, Gary Hodgson & Associates
- RE: CONCRETE: "Crazing", TJ_Fu
- Allowable Stress for flexural members with yield points greater than 65ksi, TJ_Fu
- Re: WTCA has made available a free excel download of construction loads and commentary for trusses, Jordan Truesdell, PE
- RE: Fork Truck on elevated slab, Rich Lewis
- RE: California code, Ben Yousefi
- RE: WTCA has made available a free excel download of construction loads and commentary for trusses, Polhemus, Bill
- RE: Title 25, Dave Adams
- RE: Fork Truck on elevated slab, Paul Blomberg
- Residential Steel Detail, S. Gordin
- TBPE Draft Policy Advisory Opinion on Comprehensive Building Design, Caldwell, Stan
- RE: Residential Steel Detail, David Maynard
- Re: Residential Steel Detail, Avicpeng
- Re: Residential Steel Detail, S. Gordin
- RE: Residential Steel Detail, Bruce Holcomb
- RE: Residential Steel Detail, Kestner, James W.
- RE: Fork Truck on elevated slab, Rich Lewis
- ASCE 7 Wind, David Topete
- RE: Residential Steel Detail, Tom Barsh @ Codeware
- Re: Residential Steel Detail, Jordan Truesdell, PE
- Re: ASCE 7 Wind, Jordan Truesdell, PE
- Re: ASCE 7 Wind, David Topete
- Re: Residential Steel Detail, Jordan Truesdell, PE
- Re: WTCA has made available a free excel download of construction loads and commentary for trusses, Neil Moore
- RE: California code, dennis . niehoff
- Re: Residential Steel Detail, S. Gordin
- RE: WTCA has made available a free excel download of construction loads and commentary for trusses, Dave Adams
- RE: WTCA has made available ... OK, Scratch That!!, Dave Adams
- Wood Diaphragm flexibility - wind load ?, Freeman Tang
- RE: WTCA has made available ... OK, Scratch That!!, Foy, Warren
- RE: WTCA has made available ... OK, Scratch That!!, Candi Anderson
- Re: WTCA has made available ... OK, Scratch That!!, Jordan Truesdell, PE
- RE: Fork Truck on elevated slab, Polhemus, Bill
- WIND DESIGN-Buffeting?, Wontae Kim
- Re: Title 25, bcainse
- Re: Thick wood walls, chuck utzman
- RE: WIND DESIGN-Buffeting?, Polhemus, Bill
- Re: Allowable Stress for flexural members with yield points greater than 65ksi, bcainse
- RE: Thick wood walls, Mark E. Deardorff
- Re: California code, bcainse
- IBC 2003: Section 1603 - Construction Documents, Polhemus, Bill
- Concrete slab on grade - natural cracking, Ken Peoples
- RE: IBC 2003: Section 1603 - Construction Documents, Wesley Werner
- RE: Concrete slab on grade - natural cracking, Mark S. Lindloff
- RE: IBC 2003: Section 1603 - Construction Documents, dennis . niehoff
- RE: Concrete slab on grade - natural cracking, dennis . niehoff
- RE: Concrete slab on grade - natural cracking, David Fisher
- RE: IBC 2003: Section 1603 - Construction Documents, Garner, Robert
- RE: Concrete slab on grade - natural cracking, Candi Anderson
- RE: Concrete slab on grade - natural cracking, Garner, Robert
- RE: Concrete slab on grade - natural cracking, David Fisher
- RE: IBC 2003: Section 1603 - Construction Documents, Polhemus, Bill
- RE: IBC 2003: Section 1603 - Construction Documents, Arvel L. Williams, P.E.
- RE: Fork Truck on elevated slab, Rich Lewis
- RE: Concrete slab on grade - natural cracking, Polhemus, Bill
- RE: Concrete slab on grade - natural cracking, Rich Lewis
- RE: WIND DESIGN-Buffeting?, Gale45man
- Re: Residential Steel Detail, Jnapd
- RE: Concrete slab on grade - natural cracking, Gary Grinstead
- Re: Thick wood walls, bcainse
- Re: IBC 2003: Section 1603 - Construction Documents, bcainse
- Re: Residential Steel Detail, S. Gordin
- Externally Bonded FRP Systems for Strengthening Concrete Structures, ranmoo
- Re: Thick wood walls, Jnapd
- RE: Concrete slab on grade - natural cracking, Mark Gilligan
- Re: Externally Bonded FRP Systems for Strengthening Concrete Structures, Robert Kazanjy
- Re: Concrete slab on grade - natural cracking, Daryl Richardson
- Re: Residential Steel Detail, Gary Hodgson & Associates
- Re: Externally Bonded FRP Systems for Strengthening Concrete Structures, Bill Polhemus
- RE: Concrete slab on grade - natural cracking, TJ_Fu
- RE: IBC 2003: Section 1603 - Construction Documents, Polhemus, Bill
- RE: IBC 2003: Section 1603 - Construction Documents, David Fisher
- RE: Concrete slab on grade - natural cracking, TJ_Fu
- Re: Externally Bonded FRP Systems for Strengthening Concrete Structures, Scott Maxwell
- RE: Externally Bonded FRP Systems for Strengthening Concrete Structures, Sherman, William
- RE: Concrete slab on grade - natural cracking, Gary Grinstead
- RE: Concrete slab on grade - natural cracking, David Fisher
- RE: Concrete slab on grade - natural cracking, John Peterson
- RE: Externally Bonded FRP Systems for Strengthening Concrete Structures, Polhemus, Bill
- RE: Concrete slab on grade - natural cracking, Polhemus, Bill
- RE: Concrete slab on grade - natural cracking, Polhemus, Bill
- RE: Concrete slab on grade - natural cracking, John Peterson
- Offensive language WIND: Building Classification "Enclosed," "Partially Enclosed," "Open", Polhemus, Bill
- Re: IBC 2003: Section 1603 - Construction Documents, Jnapd
- RE: IBC 2003: Section 1603 - Construction Documents, Polhemus, Bill
- RE: Externally Bonded FRP Systems for Strengthening ConcreteStructures, Paul Crocker
- RE: Externally Bonded FRP Systems for Strengthening ConcreteStructures, Polhemus, Bill
- RE: Thick wood walls, Michel Blangy
- RE: Externally Bonded FRP Systems for StrengtheningConcreteStructures, Paul Crocker
- Re: IBC 2003: Section 1603 - Construction Documents, Jnapd
- Re: Thick wood walls, Jnapd
- OT (HUMOR): New "Ribbon Campaign", Polhemus, Bill
- Re: IBC 2003: Section 1603 - Construction Documents, bcainse
- Re: Thick wood walls, bcainse
- Health Insurance for Engineers, RainCat1
- Re: IBC 2003: Section 1603 - Construction Documents, Jnapd
- Re: Health Insurance for Engineers, Rhkratzse
- Re: Health Insurance for Engineers, Randy Vogelgesang S.E.
- RE: Health Insurance for Engineers, Gerard Madden, SE
- Re: Health Insurance for Engineers, Scott Maxwell
- Re: Concrete slab on grade - natural cracking, Gary Hodgson & Associates
- Re: Health Insurance for Engineers, Christopher Wright
- Re: Health Insurance for Engineers, Jordan Truesdell, PE
- Re: Concrete slab on grade - natural cracking, Richard Hess
- Precast vs Poured, Will Haynes
- Re: Precast vs Poured, Rhkratzse
- Re: Precast vs Poured, Will Haynes
- Re: Health Insurance for Engineers, Christopher Wright
- Transition from Sloping Concrete Slab to Level, Bill Allen, S.E.
- Re: Precast vs Poured, Paul Blomberg
- RE: Concrete slab on grade - natural cracking, Rich Lewis
- Poured in Place Slab vs. Raised Floor, Kevin Polin
- RE: Poured in Place Slab vs. Raised Floor, Gerard Madden, SE
- Re: Poured in Place Slab vs. Raised Floor, Rhkratzse
- Re: Health Insurance for Engineers, Dennis S. Wish, PE
- RE: Transition from Sloping Concrete Slab to Level, David Fisher
- Re: Health Insurance for Engineers, Scott Maxwell
- Re: Poured in Place Slab vs. Raised Floor, BCainse
- RE: Precast vs Poured, Jake Watson
- Re: Precast vs Poured, Stanley E Scholl
- RE: Poured in Place Slab vs. Raised Floor, Kevin Polin
- Re: Health Insurance for Engineers, Markajohn
- RE: Poured in Place Slab vs. Raised Floor, Kevin Polin
- RE: Concrete slab on grade - natural cracking, Gary Hodgson & Associates
- Re: Health Insurance for Engineers, Christopher Wright
- Re: Balanced Moment vs PT Moment, GSKWY
- RE: Thick wood walls, Michel Blangy
- Re: Thick wood walls, Jnapd
- RE: Thick wood walls, Michel Blangy
- Re: Balanced Moment vs PT Moment, Jnapd
- LEED Certified, Rich Lewis
- RE: LEED Certified, Polhemus, Bill
- RE: LEED Certified, Joyce Fuss
- Re: Balanced Moment vs PT Moment, GSKWY
- RE: LEED Certified, David Adie
- RE: LEED Certified, Polhemus, Bill
- SLIGHTLY O.T. (Architectural) - Seal Detail for Metal Building Abutting Existing Structure, Polhemus, Bill
- RE: LEED Certified, Eli Grassley
- RE: Braced Frame Anchorage, THunt
- RE: LEED Certified, Polhemus, Bill
- AUTOCAD: "Parametric" Sizing of Structural Sections, Polhemus, Bill
- Re: Balanced Moment vs PT Moment, Jnapd
- RE: Balanced Moment vs PT Moment, Eli Grassley
- Re: Was Health Insurance for Engineers - Now incorporation, Gautam Manandhar
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- Re: LEED Certified, Jordan Truesdell, PE
- Re: Was Health Insurance for Engineers - Now incorporation, Jordan Truesdell, PE
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- Re: Was Health Insurance for Engineers - Now incorporation, Paul Feather
- RE: Braced Frame Anchorage, Mark Pemberton
- RE: Was Health Insurance for Engineers - Now incorporation, Kevin Polin
- RE: AUTOCAD: "Parametric" Sizing of Structural Sections, Yi Yang
- RE: Was Health Insurance for Engineers - Now incorporation, Bill Allen, S.E.
- RE: Was Health Insurance for Engineers - Now incorporation, Scott Maxwell
- RE: AUTOCAD: "Parametric" Sizing of Structural Sections, Polhemus, Bill
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- RE: AUTOCAD: "Parametric" Sizing of Structural Sections, Michel Blangy
- Re: Was Health Insurance for Engineers - Now incorporation, chuck ritter
- Re: Was Health Insurance for Engineers - Now incorporation, chuck ritter
- RE: Was Health Insurance for Engineers - Now incorporation, Arvel L. Williams, P.E.
- Re: SLIGHTLY O.T. (Architectural) - Seal Detail for Metal Building Abutting Existing Structure, Robert Kazanjy
- RE: Was Health Insurance for Engineers - Now incorporation, Kevin Polin
- Steel Connections Seminar in NJ Wednesday, Ken Peoples
- RE: Was Health Insurance for Engineers - Now incorporation, David Fisher
- Screw Pullout Values, Gary Hodgson & Associates
- Offensive language RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- RE: Screw Pullout Values, Polhemus, Bill
- Re: Was Health Insurance for Engineers - Now incorporation, Jordan Truesdell, PE
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- RE: Was Health Insurance for Engineers - Now incorporation, Arvel L. Williams, P.E.
- Re: AUTOCAD: "Parametric" Sizing of Structural Sections, Dennis S. Wish, PE
- RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
- RE: Was Health Insurance for Engineers - Now incorporation, Arvel L. Williams, P.E.
- "dynamic analysis" for earthquake ?, Tom Barsh @ Codeware
- RE: Was Health Insurance for Engineers - Now incorporation, David Fisher
- RE: Was Health Insurance for Engineers - Now incorporation, Kevin Polin
- RE: Foundation Pinning, Tom Barsh @ Codeware
- LEED Certified, AWC Info
- Re: Foundation Pinning, GSKWY
- Re: "dynamic analysis" for earthquake ?, Christopher Wright
- Wood Structural Properties, CanitzCF
- RE: "dynamic analysis" for earthquake ?, C.G. Construcciones, C.A.
- RE: SLIGHTLY O.T. (Architectural) - Seal Detail for Metal Building Abutting Existing Structure, Polhemus, Bill
- RE: PEMB's and lateral deflection, Rich Lewis
- Re: "dynamic analysis" for earthquake ?, chuck ritter
- RE: "dynamic analysis" for earthquake ?, Sherman, William
- Response spectrum analyses, Sherman, William
- RE: Response spectrum analyses, Gerard Madden, SE
- RE: "dynamic analysis" for earthquake ?, Polhemus, Bill
- Re: PEMB's and lateral deflection, Jordan Truesdell, PE
- Re: "dynamic analysis" for earthquake ?, Jordan Truesdell, PE
- RE: PEMB's and lateral deflection, Polhemus, Bill
- RE: PEMB's and lateral deflection, Rich Lewis
- RE: PEMB's and lateral deflection, Arvel L. Williams, P.E.
- RE: PEMB's and lateral deflection, Polhemus, Bill
- Re: "dynamic analysis" for earthquake ?, Christopher Wright
- RE: "dynamic analysis" for earthquake ?, Polhemus, Bill
- STEEL: Galvanizing of High-Strength Bolting, Polhemus, Bill
- RE: STEEL: Galvanizing of High-Strength Bolting, Scott, William N.
- Re: STEEL: Galvanizing of High-Strength Bolting, THunt
- Re: STEEL: Galvanizing of High-Strength Bolting, Charley Hamilton
- Re: "dynamic analysis" for earthquake ?, Christopher Wright
- Re: "dynamic analysis" for earthquake ?, Bill Polhemus
- dynamic analysis - Tacoma Narrows - pushover analysis?, refugio rochin
- Screw Pullout Values, Michael L. Hemstad
- Re: STEEL: Galvanizing of High-Strength Bolting, THunt
- Re: Screw Pullout Values, Jordan Truesdell, PE
- Re: dynamic analysis - Tacoma Narrows - pushover analysis?, Christopher Wright
- Re: Thick wood walls, Jnapd
- RE: Foundation Pinning, Eric Green
- More confusion with concrete, Elias Hahn
- Re: "dynamic analysis" for earthquake ?, Christopher Wright
- RE:Foundation Pinning, Steve Thompson
- RE: Foundation Pinning, Scott Maxwell
- Re: More confusion with concrete, Scott Maxwell
- Re: More confusion with concrete, Shapton & Partners
- RE: More confusion with concrete, Elias Hahn
- RE: More confusion with concrete, Polhemus, Bill
- RE: More confusion with concrete, Arvel L. Williams, P.E.
- RE: More confusion with concrete, Elias Hahn
- MSE Walls, Garner, Robert
- Re: MSE Walls, HBAP
- RE: MSE Walls, Garner, Robert
- RE: More confusion with concrete, Eli Grassley
- RE: MSE Walls, Polhemus, Bill
- RE: MSE Walls, Candi Anderson
- RE: More confusion with concrete, Polhemus, Bill
- RE: More confusion with concrete, Lutz, James
- Re: More confusion with concrete, Rhkratzse
- RE: More confusion with concrete, Garner, Robert
- Re: More confusion with concrete, Jordan Truesdell, PE
- Re: PEMB's and lateral deflection, Paul Ransom
- RE: More confusion with concrete, Polhemus, Bill
- STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Polhemus, Bill
- Re: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Polhemus, Bill
- RE: STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Adair, Joel
- RE: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Elias Hahn
- RE: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Scott Maxwell
- RE: More confusion with concrete, Elias Hahn
- Class H, dave lowen
- RE: More confusion with concrete, Scott Maxwell
- Re: Class H, Avicpeng
- Re: More confusion with concrete, Shapton & Partners
- Re: More confusion with concrete, Scott Maxwell
- Re: STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Robert Kazanjy
- Re: Screw Pullout Values, Gary Hodgson & Associates
- RE: Screw Pullout Values, Gary Hodgson & Associates
- Fw: Class H, Avicpeng
- *Reinforcement Fabrication using welding machine, Wontae Kim
- Wood Structural Properties, AWC Info
- Design references / aids for Manufactured (Mobile) Homes Foundations / anchors, Randall Moore, PE, SE
- Re: Class H, Paul Ransom
- Design of Curved Steel Beams, Clint Strain, P.E.
- RE: Design of Curved Steel Beams, Polhemus, Bill
- RE: Design of Curved Steel Beams, Clint Strain, P.E.
- Structural Evaluation of Fire Damage, Paul Feather
- RE: Design references / aids for Manufactured (Mobile) Homes Foundations / anchors, Polhemus, Bill
- Enercalc Southern Pine Bending, Sharon Robertson
- RE: Engineer's names, Sherman, William
- RE: Engineer's names, Joe Grill
- RE: Engineer's names, Scott, William N.
- RE: Engineer's names, Eli Grassley
- RE: Class H, dave lowen
- [no subject], Candi Anderson
- manufactured homes foundations, Robert Freeman
- Re: Engineer's names, David Smith
- Engineering firm names, Robert Freeman
- RE: Enercalc Southern Pine Bending, Rich Lewis
- Re: Design of Curved Steel Beams, Stanley E Scholl
- Re: Class H, Gary Hodgson & Associates
- RE: Engineer's names, Gary Hodgson & Associates
- RE: Class H, Gary Hodgson & Associates
- RE: Class H, Gary Hodgson & Associates
- RE: Design of Curved Steel Beams, Clint Strain, P.E.
- RE: Design of Curved Steel Beams, Gary Ehrlich
- Re: Design of Curved Steel Beams, GSKWY
- finger jointed dimensional lumber, Andy Richardson
- RE: finger jointed dimensional lumber, Nuttall, Davin J.
- RE: Wood Structural Properties, Mark Gilligan
- RE: STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Mark
- RE: finger jointed dimensional lumber, Gerard Madden, SE
- Idea for those on Digest Mode, Markajohn
- STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Andy Heigley
- Southern Pine Bending, Sharon Robertson
- Re: Design of Curved Steel Beams, bcainse
- RE: Engineer's names, Nels Roselund
- Re: Engineer's names, Drew Morris
- dynamic analysis - pushover analysis? - information resources?, refugio rochin
- Re: dynamic analysis - pushover analysis? - information resources?, Christopher Wright
- Re: dynamic analysis - pushover analysis? - information resources?, THunt
- RE: Southern Pine Bending, Tom Skaggs
- Re: Idea for those on Digest Mode, Daryl Richardson
- RE: dynamic analysis - pushover analysis? - information resources?, Sherman, William
- RE: Engineer's names, Polhemus, Bill
- RE: Engineer's names, Polhemus, Bill
- RE:, Polhemus, Bill
- RE: Engineer's names, Polhemus, Bill
- RE: Design of Curved Steel Beams, Polhemus, Bill
- RE: STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Polhemus, Bill
- Hillside Engineering Design Reference Books, ASQENGG2
- RE: Hillside Engineering Design Reference Books, Nels Roselund
- RE: Engineer's names, Josh Plummer
- Re: Hillside Engineering Design Reference Books, Rhkratzse
- Re: Hillside Engineering Design Reference Books, BCainse
- Re: finger jointed dimensional lumber, Gary Hodgson & Associates
- Re: Class H, Paul Ransom
- re: finger jointed lumber, Andy Richardson
- RE: finger jointed dimensional lumber, dennis . niehoff
- Re: Class H, Gary Hodgson & Associates
- Re: Foundation Pinning, GSKWY
- Re: Foundation Pinning, Bill Polhemus
- finger jointed dimensional lumber, AWC Info
- Re: Design references / aids for Manufactured (Mobile) Homes, Eric Tompos
- Drafter moving to Buffalo NY, Jake Watson
- RE: Drafter moving to Buffalo NY, Polhemus, Bill
- AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
- RE: AUTOCAD: Multiline Text -> Multiple Columns, Mike Jones
- RE: AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
- RE: AUTOCAD: Multiline Text -> Multiple Columns, Yi Yang
- RE: AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
- RE: AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
- OT RE: AUTOCAD: Multiline Text -> Multiple Columns, Mike Jones
- RE: OT RE: AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
- Re: finger jointed dimensional lumber, David Smith
- Re: OT RE: AUTOCAD: Multiline Text -> Multiple Columns, Jordan Truesdell, PE
- IBC - Interior Wind Load?, ken kirkland
- RE: IBC - Interior Wind Load?, David Fisher
- Re: IBC - Interior Wind Load?, Paul Feather
- Lt wt. conc topping for exterior decks, Gerard Madden, SE
- Re: Lt wt. conc topping for exterior decks, Jordan Truesdell, PE
- RE: Engineer's names, John C. Jones
- RE: Lt wt. conc topping for exterior decks, Rick Stone
- RE: Lt wt. conc topping for exterior decks, Gerard Madden, SE
- Re: Lt wt. conc topping for exterior decks, GSKWY
- RE: Lt wt. conc topping for exterior decks, Gerard Madden, SE
- RE: Lt wt. conc topping for exterior decks, Polhemus, Bill
- RE: Lt wt. conc topping for exterior decks, David Fisher
- RE: Lt wt. conc topping for exterior decks, Candi Anderson
- RE: Lt wt. conc topping for exterior decks, David Fisher
- Re: Lt wt. conc topping for exterior decks, BCainse
- non-Prestressed concrete design using strands, Wontae Kim
- Design of Curved Steel Beams, Michael L. Hemstad
- Residential stoops bolted to foundation walls, Jim Wilson
- Re: Lt wt. conc topping for exterior decks, chuck utzman
- Wood Floor Truss Joist Problem?, IRV FRUCHTMAN
- Post tensioned concrete floors, Anantha Narayan C.K.
- Re: Post tensioned concrete floors, Don DeVore
- Arch. Desktop / Revit Structure, Yi Yang
- RE: Arch. Desktop / Revit Structure, Arvel L. Williams, P.E.
- RE: Arch. Desktop / Revit Structure, Yi Yang
- RE: Arch. Desktop / Revit Structure, Polhemus, Bill
- RE: Arch. Desktop / Revit Structure, Gil Brock
- Re: Arch. Desktop / Revit Structure, Bill Polhemus
- Re: Lt wt. conc topping for exterior decks, Robert Kazanjy
- Re: Wood Floor Truss Joist Problem?, Robert Kazanjy
- RE: Arch. Desktop / Revit Structure, Markajohn
- RE: Arch. Desktop / Revit Structure, Foy, Warren
- RE: Arch. Desktop / Revit Structure, Polhemus, Bill
- RE: Arch. Desktop / Revit Structure, Polhemus, Bill
- Re: Wood Floor Truss Joist Problem?, IRV FRUCHTMAN
- SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Polhemus, Bill
- RE: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Polhemus, Bill
- RE: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Polhemus, Bill
- Re: Wood Floor Truss Joist Problem?, Jnapd
- Re: Arch. Desktop / Revit Structure, Joseph Harouni
- RE: Lt wt. conc topping for exterior decks, Tom Skaggs
- RE: Lt wt. conc topping for exterior decks, Christopher Haffner
- RE: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Scott Maxwell
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Robert Kazanjy
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Mark Gilligan
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Scott Maxwell
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Don DeVore
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Robert Kazanjy
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Robert Kazanjy
- OT-Volunteering on Code Committees, Gary Hodgson & Associates
- Trusts & Personal Liability, Nuttall, Davin J.
- RE: Trusts & Personal Liability, David Fisher
- SLIGHTLY OT: Open-Source Building Systems Engineering Solution, refugio rochin
- RE: Trusts & Personal Liability, junk01
- Re: SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Christopher Wright
- RE: Trusts & Personal Liability, Kevin Polin
- RE: Trusts & Personal Liability, David Fisher
- Concrete on reinforcing, Jared Keyser
- RE: Trusts & Personal Liability, Kevin Polin
- Re: Trusts & Personal Liability, Jordan Truesdell, PE
- RE: Trusts & Personal Liability, David Fisher
- RE: Concrete on reinforcing, Arvel L. Williams, P.E.
- MathCad, John Riley
- Re: Trusts & Personal Liability, GSKWY
- Re: Mathcad, Gale45man
- RE: Trusts & Personal Liability, David Fisher
- RE: Mathcad, Sherman, William
- RE: Mathcad, Lutz, James
- Re: MathCad, Charley Hamilton
- Hillside foundation question., junk01
- Re: Hillside foundation question., Avicpeng
- RE: Hillside foundation question., Gerard Madden, SE
- Re: Hillside foundation question., Paul Feather
- Re: Trusts & Personal Liability, Jordan Truesdell, PE
- RE: Hillside foundation question., Mark D. Baker
- RE: Hillside foundation question., Thomas Honles
- Re: Hillside foundation question., Rhkratzse
- RE: Concrete on reinforcing, Sherman, William
- CABO residential foundation chart, Jeffrey Fertich
- Trusts & Personal Liability, dennis . niehoff
- AISC shear and moment diag, Will Haynes
- RE: AISC shear and moment diag, David Fisher
- Re: AISC shear and moment diag, THunt
- RE: AISC shear and moment diag, Kestner, James W.
- RE: AISC shear and moment diag, Gary Grinstead
- Re: AISC shear and moment diag, Christopher Wright
- RE: AISC shear and moment diag, Will Haynes
- Re: AISC shear and moment diag, Neil Moore
- Hurricane and/or Seismic Issues wrt Metal Deck Design, Gary Hodgson & Associates
- RE: Hurricane and/or Seismic Issues wrt Metal Deck Design, David Fisher
- Seismic load combos and IBC, Jim Wilson
- RE: Hurricane and/or Seismic Issues wrt Metal Deck Design, Stuart, Matthew
- Using grating for snow drift, Peter Griem
- Re: Trusts & Personal Liability, bcainse
- RE: Using grating for snow drift, Stuart, Matthew
- Re: Trusts & Personal Liability, Gary Grinstead
- Re: Hurricane and/or Seismic Issues wrt Metal Deck Design, Paul Feather
- RE: Using grating for snow drift, Lutz, James
- Earthquakes and geotechs, Paul Feather
- RE: Earthquakes and geotechs, David Fisher
- RE: Hurricane and/or Seismic Issues wrt Metal Deck Design, Garner, Robert
- RE: Earthquakes and geotechs, Arvel L. Williams, P.E.
- RE: Seismic load combos and IBC, Wesley Werner
- RE: Seismic load combos and IBC, Jason Christensen
- Dead line 6/19/05 SECB warning, David Merrick
- RE: Seismic load combos and IBC, Wesley Werner
- Maine PEs, David Fisher
- Re: Dead line 6/19/05 SECB warning, Paul Feather
- RE: Dead line 6/19/05 SECB warning, David Fisher
- Re: Dead line 6/19/05 SECB warning, Scott Maxwell
- RE: Seismic load combos and IBC, Jason Christensen
- RE: Dead line 6/19/05 SECB warning, David Fisher
- RE: Dead line 6/19/05 SECB warning, Scott Maxwell
- IBC Question, Jason Christensen
- Re: Dead line 6/19/05 SECB warning, bcainse
- Re: Dead line 6/19/05 SECB warning, bcainse
- RE: Hillside foundation question, junk01
- Re: Dead line 6/19/05 SECB warning, Paul Feather
- Re: Allowable Stress for flexural members with yield points greater than 65ksi, bcainse
- Re: Dead line 6/19/05 SECB warning, Scott Maxwell
- Re: Dead line 6/19/05 SECB warning, David Topete
- RE: Dead line 6/19/05 SECB warning, David Topete
- RE: Hillside foundation question, Nels Roselund
- Re: Dead line 6/19/05 SECB warning, Scott Maxwell
- Re: Allowable Stress for flexural members with yield points greater than 65ksi, Scott Maxwell
- 1x4 bracing on bottom of deck joists for sway bracing in category D siesmic and 80mph exposure C wind?, SCN User
- Deck Design for Wyoming, GSKWY
- Re: Deck Design for Wyoming, Joseph Grill
- Re: Deck Design for Wyoming, Scott Maxwell
- RE: Deck Design for Wyoming, dave lowen
- RE: Hillside foundation question., Kevin Polin
- Re: Deck Design for Wyoming, Daryl Richardson
- Re: Deck Design for Wyoming, Richard Hess
- Re: Hillside foundation question., Robert Kazanjy
- RE: Earthquakes and geotechs, Kevin Polin
- Re: Using grating for snow drift, Gary Hodgson & Associates
- RE: IBC Question, Haan, Scott M POA
- RE: IBC Question, Jason Christensen
- ASCE 7 - Building Shape and Wind Loading, David Maynard
- Re: ASCE 7 - Building Shape and Wind Loading, Himat Solanki
- Footing sliding resistance - Friction, Christopher Haffner
- RE: Footing sliding resistance - Friction, Candi Anderson
- RE: Footing sliding resistance - Friction, Kevin Polin
- RE: ASCE 7 - Building Shape and Wind Loading, Christopher
- RE: Footing sliding resistance - Friction, Candi Anderson
- Re: Footing sliding resistance - Friction, Daryl Richardson
- MBS Base Plate Grouting, Mark D. Anderson PE
- RE: Footing sliding resistance - Friction, Sherman, William
- Re: MBS Base Plate Grouting, Dave Handy
- RE: Footing sliding resistance - Friction, Christopher Haffner
- RE: IBC Question, Scott Maxwell
- Re: Hurricane and/or Seismic Issues wrt Metal Deck Design, IRV FRUCHTMAN
- Re: Deck Design for Wyoming, GSKWY
- RE: Deck Design for Wyoming, Dave Lowen
- Re: MBS Base Plate Grouting, Paul Ransom
- Re: Footing sliding resistance - Friction, Structures Online
- Re: MBS Base Plate Grouting, Dave Handy
- Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Ángel Gómez (megared)
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Charley Hamilton
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Ángel Gómez (megared)
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Charley Hamilton
- Drilled pier cracks, Rich Lewis
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Dave Handy
- RE: Drilled pier cracks, Petaja, Matt S
- RE: Drilled pier cracks, Arvel L. Williams, P.E.
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Ángel Gómez (megared)
- RE: Footing sliding resistance - Friction, Enrico Aduana
- Re: Drilled pier cracks, nmoore
- 99 Southern Building Code, Alden Manipula
- RE: Drilled pier cracks, Tom Barsh @ Codeware
- RE: Footing sliding resistance - Friction, Gerard Madden, SE
- Re: Deck Design for Wyoming, Scott Maxwell
- Re: Footing sliding resistance - Friction, Daryl Richardson
- Re: Drilled pier cracks, Daryl Richardson
- "Shear piers", Scott Maxwell
- RE: "Shear piers", Eli Grassley
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Gary Hodgson & Associates
- RE: IBC Question, Sherman, William
- Re: Drilled pier cracks, James Cohen
- RE: IBC Question, Scott Maxwell
- RE: IBC Question, Sherman, William
- Drilled pier cracks, Chitra Javdekar
- RE: IBC Question, Paul Crocker
- RE: IBC Question, Sherman, William
- Re: Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Ángel Gómez (megared)
- SOG foundations, GSKWY
- Footing sliding resistance - Friction, John Riley
- RE: SOG foundations, Sharon Robertson
- RE: SOG foundations, Gerard Madden, SE
- RE: Footing sliding resistance - Friction, Eli Grassley
- Re: SOG foundations, GSKWY
- Re: SOG foundations, S. Gordin
- RE: Footing sliding resistance - Friction, Tom Barsh @ Codeware
- RE: SOG foundations, Eli Grassley
- Re: SOG foundations, Jnapd
- RE: SOG foundations, Gerard Madden, SE
- Re: Footing sliding resistance - Friction, Jnapd
- Re: SOG foundations, Paul Feather
- Raised concrete floor slab, Mark Pemberton
- RE: Raised concrete floor slab, Gerard Madden, SE
- RE: Raised concrete floor slab, David Maynard
- Alquist Priolo Occupancy, Paul Feather
- Re: Alquist Priolo Occupancy, S. Gordin
- RE: IBC Question, Scott Maxwell
- Re: Alquist Priolo Occupancy, Jnapd
- Re: Alquist Priolo Occupancy, BCainse
- RE: Alternate Design Method for Concrete, Sherman, William
- RE: Alquist Priolo Occupancy, Nels Roselund
- RE: Alternate Design Method for Concrete, Scott Maxwell
- Alquist Priolo Occupancy, refugio rochin
- Re: SOG foundations, GSKWY
- A992 Beams at Elevated Temperature, Clint Strain, P.E.
- RE: A992 Beams at Elevated Temperature, Ron Hill
- Re: SOG foundations, Jnapd
- Re: SOG foundations, Rhkratzse
- Re: SOG foundations, Jnapd
- RE: SOG foundations, Gerard Madden, SE
- RE: SOG foundations, Tom Skaggs
- Re: SOG foundations, Jnapd
- RE: SOG foundations, Gerard Madden, SE
- Re: Alquist Priolo Occupancy, Paul Feather
- Re: Alquist Priolo Occupancy, Suresh Acharya
- Re: Alquist Priolo Occupancy, Suresh Acharya
- Re: Alquist Priolo Occupancy, Bill Polhemus
- RE: A992 Beams at Elevated Temperature, Ray Pixley
- Re: Alquist Priolo Occupancy, Paul Feather
- SPRINKLER LOAD, Jason Atwood
- Re: SPRINKLER LOAD, David Topete
- RE: SPRINKLER LOAD, Bruce Holcomb
- RE: SPRINKLER LOAD, Hans E Boge
- RE: SPRINKLER LOAD, Garner, Robert
- Fire Code, Jim Hamilton
- Re: Alquist Priolo Occupancy, Jnapd
- Re: Alquist Priolo Occupancy, Suresh Acharya
- Naturally Durable Wood--was SOG foundations, Michael L. Hemstad
- Re: Naturally Durable Wood--was SOG foundations, chuck ritter
- Precomposite Stresses in Reinforced Steel Sections, Matt & Priscilla Muhlenkamp
- Re: Naturally Durable Wood--was SOG foundations, GSKWY
- Re: Naturally Durable Wood--was SOG foundations, Scott Maxwell
- Re: Naturally Durable Wood--was SOG foundations, Suresh Acharya
- Re: CAD Library, Eugene Suk
- Structurally vs. Cosmetic Damage, GSKWY
- Fire Code, dennis . niehoff
- Re: Precomposite Stresses in Reinforced Steel Sections, John Riley
- Shear on rebar, Candi Anderson
- RE: Shear on rebar, Martin Li
- Re: Shear on rebar, Jordan Truesdell, PE
- RE: Shear on rebar, Lutz, James
- Re: Shear on rebar, ASQENGG2
- RE: Shear on rebar, Sherman, William
- RE: Shear on rebar, Martin Li
- Re: Precomposite Stresses in Reinforced Steel Sections, Daryl Richardson
- Precomposite Stresses in Reinforced Steel Sections, Michael L. Hemstad
- RE: A992 Beams at Elevated Temperature, Harold Sprague
- Re: Naturally Durable Wood, GSKWY
- RE: Structurally vs. Cosmetic Damage, Nels Roselund
- Composite Beam Design Question, Brian S Bossley
- Re: Naturally Durable Wood, Jordan Truesdell, PE
- Re: Structurally vs. Cosmetic Damage, GSKWY
- RE: Composite Beam Design Question, Kestner, James W.
- RE: Shear on rebar, Bruce Holcomb
- RE: Composite Beam Design Question, Roger Davis
- Re: Structurally vs. Cosmetic Damage, Jim Wilson
- Seismic and snow, Jason Christensen
- OT: Open Design Alliance, refugio rochin
- Re: Seismic and snow, Jordan Truesdell, PE
- RE: Seismic and snow, Jason Christensen
- RE: Seismic and snow, Eli Grassley
- RE: Structurally vs. Cosmetic Damage, Nels Roselund
- RE: Seismic and snow, Jason Christensen
- Re: Seismic and snow, Jake Watson
- RE: Seismic and snow, Lutz, James
- RE: Seismic and snow, Haan, Scott M POA
- Re: Seismic and snow, Jordan Truesdell, PE
- RE: Seismic and snow, Neil Moore
- RE: Seismic and snow, Hood, Matthew O.
- HSS Torsional Constant, Garner, Robert
- Naturally Durable Wood, Michael L. Hemstad
- RE: HSS Torsional Constant, David Maynard
- RE: HSS Torsional Constant, Garner, Robert
- Re: Structurally vs. Cosmetic Damage, Jnapd
- RE: Seismic and snow, Randy Vogelgesang S.E.
- RE: Seismic and snow, Neil Moore
- Re: Seismic and snow, Paul Feather
- RE: Seismic and snow, Randy Vogelgesang S.E.
- Re: Seismic and snow, Jordan Truesdell, PE
- RE: Seismic and snow, Neil Moore
- RE: Seismic and snow, Mike Jones
- RE: Seismic and snow, Neil Moore
- RE: Seismic and snow, Nels Roselund
- Re: Seismic and snow, Paul Feather
- Seismic and Snow, Lutz, James
- Re: Seismic and Snow, Neil Moore
- Re: Seismic and snow, Rhkratzse
- Re: OT: Open Design Alliance, Bill Polhemus
- RE: Composite Beam Design Question, Brian S Bossley
- RE: Seismic and snow, Gary Hodgson & Associates
- Precast Lintels, M. David Finley, P.E.
- Re: Structural vs. Cosmetic Damage, etc., gskwy
- Post-Tensioning Repair, gskwy
- RE: Precast Lintels, Roger Davis
- RE: Precast Lintels, Nuttall, Davin J.
- RE: Seismic and snow, Garner, Robert
- RE: Precast Lintels, dennis . niehoff
- RE: Seismic and snow, David Topete
- Re: Seismic and snow, Jordan Truesdell, PE
- FW: Steel-Detail: Flexible wind moments, Dave Lowen
- Re: FW: Steel-Detail: Flexible wind moments, Charley Hamilton
- seismic and snow, Jason Atwood
- Re: Seismic and snow, Rhkratzse
- RE: Steel-Detail: Flexible wind moments, Eric Ober
- Re: Post-Tensioning Repair, j.n.sigalas
- Re: Post-Tensioning Repair, gskwy
- Re: Post-Tensioning Repair, Scott Maxwell
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