SEAINT Mail Archive 2003 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 1813
  • Re: Parallel Chord Wood Floor Trusses, Roger Turk
  • SEAOI Annual Banquet date 1st announcement, Rbengrguy
  • RE: seaint Digest for 31 Dec 2002, Joseph R. Charpentier
  • floor trusses, Andrew D. Kester
  • Gusset Weld at Brace Connection, j . grill
  • Differential Settlement, lrhauer
  • EIT as EOR?, Cain, William
  • Structural Welding (try again), Jason Kilgore
  • Detailing Question, Dickey, David
  • Structural Software, YI
  • masonry shear walls, Andrew D. Kester
  • Design Task Codes, Tom Bodkin
  • Florida PE, Anthony Rotondo, Jr., P.E.
  • masonry walls 2, Andrew D. Kester
  • Wood Gurus - "Shakes", AWC Info
  • NDS- Nails, AWC Info
  • [no subject], Kipp . A . Martin
  • Ralph Richard (was Richard factor), Roger Turk
  • Steel Fabricator, Tom Bodkin
  • Re: Florida PE-Bureacracy, Stanley E Scholl
  • Re: Florida PE and plan stamping, GSKWY
  • RE: Florida PE-Bureaucracy, Caldwell, Stan
  • cantilever pile, yilmaz yuva
  • RE: PE-Bureacracy, Tom Bodkin
  • nails and India.., Andrew D. Kester
  • Peculiar Plywood Beams, Gary Hodgson & Associates
  • ASCE7-98 Online Wind Speed Map, Tripp Howard
  • latitude and longitude, Jason Kilgore
  • India (without nails), G Vishwanath
  • Re: NCSEA Certification (was RE: Florida PE-Bureaucracy), GSKWY
  • maps, grad students as cheap labor, Andrew D. Kester
  • Code Commentary (was NDS-Nails), Michael L. Hemstad
  • RE: (no subject), Tom Bodkin
  • Partition on Slab, Mark McCormick
  • FRT Engineered Wood Products, Emery Ojala
  • wood anchor bolts, Gary
  • Membrane Diaphragm or not?, James Lin
  • Old rebar, jccpc
  • RE: Texas (was Florida) PE-Bureaucracy, Caldwell, Stan
  • AISC k values for wide flanges, Rick Burch
  • Nailed board diaphragm with gap between, Roger Turk
  • Bridges, GSKWY
  • Structural System Determination, Tom Bodkin
  • FW: Steel-Detail: Engineer Note..., Lowen, Dave
  • grad students as cheap labor, Steiner, Matt
  • Coefficient of Friction, YI
  • Stepped Retaining Walls into Mountain Side, Gerard Madden, PE
  • "Cinch anchors", Dave Adams
  • Brace Connection Moment from Eccentricity, j . grill
  • Elevated post-tensioned slab cracks, Oshin Tosounian
  • underground garages, bldgs across the US, Andrew D. Kester
  • RE: seaint Digest for 8 Jan 2003, Munoz, Pedro
  • Headed Shear Studs, Kestner, James W.
  • Steel/aluminum, Peieng5590
  • Re: Contour Mapping, Bogdan Dumitrascu
  • Mat Foundation, Kestner, James W.
  • Simplified Static Force Procedure, Bill Marczewski
  • Earthquake resistant design of reinforced concrete buildings, georgiadou eftichia
  • grad students as cheap labor...Help! we are looking for a Struct ural Engineer for Commercial Plan Reviewl, Schwan, Martin K.
  • 2001 NDS revised provisions for ignoring shear loads, IRV FRUCHTMAN
  • Tongue and groove diaphragm, Will H
  • Steel Deck Diaphragm, Daniel Souter, E.I.
  • Steel sheet piling - tieback waler connection, Stuart, Matthew
  • RE: NDS-Nails, AWC Info
  • Interaction diagram, kamal aghbal
  • Stucco Detail, richard lewis
  • Shotcrete / Concrete Questions, Szuchuan Chang
  • lathe with stucco over block, Andrew D. Kester
  • Buckling Restrained Braces, Jake Watson
  • R for building/non building/ sub system, Vasu, Ravi
  • braced barrel vault, isma azis
  • flagpole column bracing, Brian Tarantino
  • Solutions for Wrong Grade Glue-lam?, Thor Matteson, SE
  • Contractor Errors, Kestner, James W.
  • R for a steel structure w/ equipments, Vasu, Ravi
  • A welding question, Padmanabhan Rajendran
  • steel PL over RC slab, Andrew D. Kester
  • Please inform me how to get NBS SP 557 standard, 이성면
  • Concrete Building Design, Tom Bodkin
  • standpipe or tank foundation design, Ken Peoples
  • Shear wall sill anchor requirement for light gauge stud framing, utej
  • Dynamic Analysis, Bülent Deveci
  • Re: CBC CODE SR VALUE, THunt
  • Fences over 6' - CBC 2001, Oshin Tosounian
  • Design load for building in flood regions, TB
  • HVFA Concrete, Nels Roselund, SE
  • crane / curved beam, da
  • bomb shelter, Andrew D. Kester
  • Addition to geodesic dome, Schwan, Martin K.
  • Mechanical Unit Anchorage / fire ratings, Paul Feather
  • Weld Coefficients, j . grill
  • AISC Seismic Provisions - Possible Error and Questions, Keith Fix
  • NBS Pub 577, Wollmershauser Richard (wr)
  • Moment Connections to Column Web, Gary Hodgson & Associates
  • IBC 2000 - 200 lbs point load for non-exposed truss bottom chord, Bao D Pham
  • Compression ring bracing roof rafter for 8-sided slope roof with vaulted ceiling (gazebo), Bao D Pham
  • Calculation of drift in Wood Frame Buildings, Al Meyer
  • Welding of Rebars, James Lin
  • Re: Compression ring bracing roof rafter for 8-sided slope roof with vaulted ..., EphHirsch
  • Temporary shoring safety factor, Mark Baker
  • looking for astm A31 Rivets?, Hyndman, Keith
  • API 650, 620, Robert M. Hanson
  • Lateral resistance of a Six Story CMU Apartment Building, Tom Bodkin
  • WTC site layout and dimensions (OFF TOPIC), Dave Adams
  • Engineering Software, VerneK
  • Analysis of a dome, John Yao
  • RE: bomb shelte, Casey K. Hemmatyar
  • Wind pressure, Javier Encinas
  • Conversion Factor, Barry H. Welliver
  • Re: Shoring Design, THunt
  • I factor & API 650 Appendix E, Robert M. Hanson
  • single angle compression members, Ken Peoples
  • steep pitcheed roof diaphragms, PFFEI
  • Allowable Stresses In Plates / Allowable Plate Deflection, Anthony Wilson
  • web doubler to column flange weld, Ken Peoples
  • Model Building Codes, Alden Manipula, E.I.T.
  • Pressure Grouting Existing Pipe Piles, M. David Finley, P.E.
  • Timber connectors, Barry H. Welliver
  • Historic Structure Retrofit in CA, Gerard Madden, PE
  • seismic design of storage tanks, UBC 97, s s
  • Cast-in-place Box Culvert Analysis and Design, Doug Parker
  • plan irregularity type 4 - 97 UBC, Mark Baker
  • Pocket PC, Mitchell J. Sklar
  • Post-Tension Software, Jake Watson
  • RE: Cast-in-place Box Culvert Analysis a, Roger Turk
  • LRFD HSS flexure analysis question, Eric Green
  • Enercalc, Michael L. Hemstad
  • Steel gussets, IBRAHIM AZIEZ
  • Testing Structural Damping in Pipes, Mateusz Podskarbi
  • Welding over a Shim Plate, Dickey, David
  • Fw:, vicpeng
  • Fwd: Break-away walls, Himat Solanki
  • Steel conections, Puebla Raul
  • Wood Historic Building Retrofit provisions, Fred M. Turner
  • Fw: Plywood Folded Plate Design, vicpeng
  • Re: Steel connections, IBRAHIM AZIEZ
  • FBC 2001 1804.4, Scott Bernard
  • Box Culvert Design, 이성면
  • Dual Systems, J+R
  • Re: steep pitched roof diaphragms and sloped shear wall top chords, Thor Matteson, SE
  • "Macomber" type joists, brian stanley
  • Bullet-proof concrete, Kipke, Richard
  • Cement Board Shear Wall, richard lewis
  • Dryvit was:Cement Board Shear Wall, Eric Green
  • Skid Resistance Concrete Floor, Sonsur
  • Good Luck CA Exam Takers, Gerard Madden, SE
  • Re: seaint Digest for 23 Jan 2003, Marten Eddy
  • lintel, vlad
  • Missing Contributors, Frank Hartzell
  • REQUEST:PROJECT SUGGESTION PLEASE, harikrishna damera
  • Re: REQUEST suggestion, Stanley E Scholl
  • Factory Mutual 1-60 wind, Marten Eddy
  • Fire Codes, GSKWY
  • Combination structures per ASCE gdidelines on seismic evaluation & design of petrochemical facilities, Vasu, Ravi
  • PVC deterioration, GSKWY
  • Combination of Systems, Javier Encinas
  • Re: Invitation for Indian Structural Engineers, Rbengrguy
  • FEMA 310 Maps MCE & 1 Sec g. Values, Szuchuan Chang
  • NEED AN ADVICE, NEmbry64
  • Publication - HELP, Himat Solanki
  • wood beam reinforcement, IRV FRUCHTMAN
  • Reinforcing existing steel members, Hyndman, Keith
  • Soil Lateral Loading, Adair, Joel
  • Anchorage of flexible diaphragms, Dave Adams
  • Floor Boxes, Mike Zaitz
  • Instability of Reinforcement, salete
  • drilled and epoxied rods, Panos Trochalakis
  • Fire ratings to UBC 1997, Mark Geoghegan
  • Retsining Wall Seismic, lrhauer
  • Load Bearing Concrete Walls, Kestner, James W.
  • test, Ken Peoples
  • short double angles, Ken Peoples
  • Billboards, Alden Manipula, E.I.T.
  • RE: drilled and epoxied rods (Samir), Dave Adams
  • Retaining Wall Seismic II, lrhauer
  • Re: Appendix B, Robert P. Ross
  • Re: seaint Digest for 29 Jan 2003, Rama Rao M.V.
  • EBE technique-FEA-help needed, Rama Rao M.V.
  • ADAPT BUILDING AND PARKING STRUCTURES DESIGNERS NEWS, Feb 2003, Ellen_ganda
  • Corbel w/ high tension force, Georgi Stoyanov
  • Off Topic - ISDN Internet Connection, M. David Finley, P.E.
  • Seismic Forces on Retaining Walls, Nick Arenson
  • RE: Dudes: Skatepark Advice Requested, George Richards P.E.
  • Dudes: Skatepark Advice Requested, Mark Gilligan
  • RE: Proper seismic R factor to be used in concrete design, Yousefi, Ben
  • The Pentagon Building Performance Study, Allison Stathos
  • temp shoring, Mark Baker
  • Scheduling Software, Lester Unger
  • Re: Shear Walls with Sloping Top Plates/Appendix B, Thor Matteson, SE
  • Emergency request to unsub, Bart Kemper
  • Plywood Floor Sheathing Span, richard lewis
  • Re: notes for Appendix B, Wood Shear Walls, Sloping Top Plates, David Merrick
  • Code Comparisons, GSKWY
  • equipment anchorage, Centraleg
  • Slide Bearings, Brian Spencer
  • Development of Bundled Bars, Adair, Joel
  • New footing beside existing, Will Haynes
  • Shop Drawing Stamp, Gerard Madden, SE
  • Author: John E. Englekirk, Dave Adams
  • RE: Author: John E. Englekirk, ESuk
  • AISC LRFD Bearing Strength at Bolt Holes, Rick Burch
  • [no subject], dileep Kulkarni
  • structural tubing, Puebla Raul
  • Appendix B and sloping shear wall top chords, Thor Matteson, SE
  • Latex modified comcrete, Ken Johnson
  • Re: tank cracking, Christopher Wright
  • laminated or double glass modeling, Ahmed Khalil
  • Granite Artwork - need anchorage advice, Dennis Wish
  • Porous Claddings, Himat Solanki
  • Re: seaint Digest for 2 Feb 2003, Claret Heider
  • Fw:, Rand Holtham, Sigma Engineers
  • Concrete set acceleration leading to cracking, Tom Higgins
  • UBC & ASCE 7 Requirements, Jay Zadeh
  • Registered Agent in SC, Ken Peoples
  • Single Plate Connections, Eric Ober
  • 2002 Accumulative Supplement to IBC, Tim Hull
  • modeling of composite panels, Ahmed Khalil
  • lag screw and bolt values for steel to wood connections, Pat Clark
  • Clamping & Friction of Wood, Gerard Madden, SE
  • Checklists and Rules of Thumb, Lester Unger
  • Beam crack at support, Andrew Mifsud A&CE
  • RE: Granite Artwork, Dennis Wish
  • ASCE 7, Wind Loads on Outside Piping, Jay Zadeh
  • RE: Sloped Roof Diaphragm Discussion, Tom Skaggs
  • TS column embedded in cmu wall, Dennis Pradere
  • natural frequency of an antenna mounted on a 5 foot pole, Tom Mabry
  • Curing of Concrete Slabs, Paul Feather
  • Grade 40 #8 rebar, Mark Geoghegan
  • Re: seaint Digest for 6 Feb 2003, Claret Heider
  • AISC Seismic Provisions and NASCC, Carter, Charlie
  • sloped roof diaphragms, Rand Holtham, Sigma Engineers
  • Dynacadd, jccpc
  • RE: Concrete Sounding, Paul Crocker
  • FW: Interstitial Floor, Peter Griem
  • SE Fees for Building, Hari A
  • Tall Chimneys, J. Taylor
  • Old Built-up Member, Jonathan Mallard
  • X-Bracing, RainCat1
  • Re: X-Bracing/ Simon, RainCat1
  • Electronic Data Interchange&CIS/2, brian stanley
  • Overhead anchors, Sherman, William
  • Re: seaint Digest for 11 Feb 2003, Robert P. Ross
  • loadings associated with sea conditions, Ken Peoples
  • RE: Historic Texts on Structure, Brian Spencer
  • Historic engineering books, HBAP
  • Site soil report response spectra and API 650 Appendix E, Robert M. Hanson
  • IRC - Cantilever Floor, AnconAssoc
  • looking for 1.00" diameter rivets, Hyndman, Keith
  • AutoCAD to Pro-E?, Ken Peoples
  • masonrywall, imran khan
  • RE: seaint Digest for 12 Feb 2003, Cain, William
  • Concrete Connections, Bill Marczewski
  • RE: Structural steel end-plate moment connection question, Yousefi, Ben
  • Beam Bearing on Column, Mike Zaitz
  • MASONRY WALLS, Rand Holtham, Sigma Engineers
  • concrete placement near construction, Drew Morris
  • Textile roofs wind loads, José Antonio González Meijide
  • Dennis Wish, Steve Gordin
  • RE: Dennis Wish and email problems, nmoore(--nospam--at)innercite.com
  • REQUEST FOR TESTS ON AUTOCLAVED AERATED CONCRETE, harikrishna damera
  • Etiquette, Caldwell, Stan
  • CA Stamp /Seal Referral, Bill Marczewski
  • Commonest Grades for Steel Sections, Richard Collins
  • sarcasm, Andrew D. Kester
  • 22H7 joist capacity needed, Ken Peoples
  • Crack control for swimming pool., Bill Marczewski
  • Re: Crack Control for Swimming Pool, GSKWY
  • Hydronic Heating in Topping Slab, Kestner, James W.
  • Traction Elevators, Kestner, James W.
  • Pedestrian Bridge, Randy Diviney
  • HSS and FEMA 350, Rob Still
  • Need ASME Code person, Ken Peoples
  • RE: oversized beams, Amal . Tamim
  • RE: Pedestrian Bridges, Andrew D. Kester
  • wind engineering research, Andrew D. Kester
  • RE: Wind Loads, Kestner, James W.
  • Millenium Bridge - RE: Pedestrian Bridges, Ed . Haninger
  • Back online, Dennis Wish
  • concrete resistant to ferrous sulfate, Ken Peoples
  • Web-cast Seminar - Cold-Formed Steel Truss Design, LGSEA
  • wind loads II, Andrew D. Kester
  • X ray Rebars, Sonsur
  • Grouting the base plates, Reza Dashti
  • Snow Density, AnconAssoc
  • Snow Density -FYI, AnconAssoc
  • RE: ASD Wind - Stress Increase, Sherman, William
  • Calculations of Base Shear, Jenkins Engineering, Inc.
  • March 4 Webcast Seminar for LGSEA - Design of CFS Trusses, Dennis Wish
  • Old Joist, Brian K. Smith
  • Subject: Calculations of Base Shear, Mark Gilligan
  • Masonry fireplaces and chimneys, Fp calcs, Thor Matteson, SE
  • Torsional Constant, Nels Roselund, SE
  • Recall: Web-cast Seminar - Cold-Formed Steel Truss Design, Randall H. Collier
  • Circular Concrete tank, richard lewis
  • ASD Torsion, J+R
  • wind, Michael Hemstad
  • Message Recall Failure: Recall: Web-cast Seminar - Cold-Formed Steel Truss Design, Ron Hill
  • a frame shoring, Mark Baker
  • RE: Quonset Hut, Peieng5590
  • Flat Slab Bridge, M. David Finley, P.E.
  • AISC Requests information on Seismic Steel Moment Connections, Hewitt, Chris
  • RE: Correcting out of level wood frame structures (was: a frame s horing), Yousefi, Ben
  • Microstation PowerDraft, M. David Finley, P.E.
  • Re: Correcting out of level wood frame structures, Bob Ross
  • Fwd: Re: Building Codes/US Supreme Court, Christopher Wright
  • CMU wall design for out-of-plane loads, Kenny Yip
  • RE: Differential temperature effect, Lutz, James
  • FF/FL flatness testing for concrete, MSSROLLO
  • ASD and T's, Jake Watson
  • Damaged concrete wall, Bill Marczewski
  • plywood fastener deformation en, David Merrick
  • 97 ubc / 00 ibc, da
  • cable x-bracing?, kcasano
  • NJ Stair and railing loadings, Ken Peoples
  • section 1633.2.9 (3) / masonry veneer, PFFEI
  • Getting Wind Load Criteria, Bobby Jenkins, PE
  • cable x-bracing, Jake Watson
  • SE Review workshops in LA and SF areas, StructuralReview
  • Weak Axis Bending of Channels, Michael Bryson
  • Slab on grade Crack repairs, Ed Najjarine
  • Steel Pan Stairs, Rand Holtham, Sigma Engineers
  • Redundancy & Robustness - Do you have pictures?, Carter, Charlie
  • Highway bridges, milad mosbah
  • Rebar placing drawings, Sherman, William
  • North Carolina Code, GSKWY
  • Structure Reuse, Hewitt, Chris
  • Residential Cantilevered Retaining Walls., Bill Marczewski
  • Question regarding laminate glass, tay yak hong
  • OSB Sheathed Truss, rlewistx
  • TM5-1300, Peter
  • UBC slab on ground, Marten Eddy
  • approach slab, Puebla Raul
  • Timber Bulkhead Design References, Tripp Howard
  • Aerated concrete block, jccpc
  • AASHTO truck loading, Mete Baykır
  • auger cast piles, ADC Engineering
  • Slurry cast v Auger cast Piles, Eric Green
  • Log Beams and Posts., Tim Spengler
  • TJI pro/150, Ahcene Djebli
  • IBC 2000 & AISC Seismic Provisions, HEATH MITCHELL
  • RE: 4x4 southern pine wood post design, James L Dancer
  • 1/2" or 5/8" SS machine bolts, Ken Peoples
  • Collector Elements, Kestner, James W.
  • Precast Concrete Topping Slab Design, Brian M. Spencer
  • Concrete Diaphragm, Kestner, James W.
  • Log Beams and Posts, AWC Info
  • Nail slip in plywood LRFD vs UBC, David Merrick
  • OSHA 40-Hour Health and Safety Training Course for Contaminated S ites, Stuart, Matthew
  • Missing Errata. CBC 2001 effective Nov. 2002, David Merrick
  • Thick Concrete Walls, no non-linear EQ dissipation., David Merrick
  • Elevated concrete slab cracking, Albert J. Meyer, Jr.
  • Free Lime, Vijay Patil
  • Resize (Reduce) Pictures, Bitmap, Meta, or JEPG files, Szuchuan Chang
  • wood posts & joists, Andrew D. Kester
  • who is an expert?, Andrew D. Kester
  • Resize (Reduce) Pictures, Bitmap, Meta,, Roger Turk
  • Long Beach CA -- March 10, 1933, Nels Roselund, SE
  • RE: Dry stack masonry, Stuart, Matthew
  • Re: Damping Ratios, Daryl Richardson
  • Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Eric Green
  • Re: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Ed . Haninger
  • Philosophy of School Design - Was: Long, Roger Turk
  • RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Eric Green
  • RE: Philosophy of School Design - Was: Long Beach CA -- March 10 , 1933, Paul Crocker
  • AISC,1986, Ellen
  • RE: Philosophy of School Design - Was: Long Beach CA -- March 10, 1933, Mark Gilligan
  • RE: Philosophy of School Design - Was: Long Beach CA, Dennis Wish
  • CMU Wall Effective Flange Width, Chris Banbury
  • children ARE the future, Andrew D. Kester
  • Post-tensioned Construction, GSKWY
  • Steel-Detail: feet and inches in Excel, Ken Peoples
  • Photos of amazing structures, AWC Info
  • Re: Philosophy of School Design - Was:  Long Beach CA -- March 10, 1933, BCainse
  • limiting scope, responsibility, etc., Andrew D. Kester
  • RE: Thick Concrete Walls, no non-linear EQ dissipation, David Merrick
  • RE: Philosophy of School Design - Was: Long Beach CA -- March 10 , 1933, Silva John (sj)
  • Stone Retaining Wall, GSKWY
  • Water and CMU foundations, Michael Laplante
  • Re: Fire Sprinkler Support, Rick . Drake
  • Florida Condo, GSKWY
  • concrete, rubble walls, CMU, Andrew D. Kester
  • Re: feet and inches in Excel, Paul Ransom
  • Post-tensioned Construction ..., GSKWY
  • Masonry questions, Mark Geoghegan
  • Volume to surface ratio, Ellen
  • Difference between Initial Prestressing force and Jacking force, Ellen
  • stone wall, Andrew D. Kester
  • RE: Difference between Initial Prestressing force and Jacking for ce, Stuart, Matthew
  • Difference between Initial Prestressing, Roger Turk
  • [no subject], James Lin
  • Dipstick vs. F-Meter Flatness Testing, MSSROLLO
  • Snowdrifting, Kestner, James W.
  • Beam unbraced length (was collector elements), Reza Dashti Asl
  • Re: Difference between Initial Prestressing and Stressing Force, GSKWY
  • RE: Stability bracing (was: Collector Elements), Carter, Charlie
  • test only, Ronald R. Garcia
  • RE: Beam unbraced length, Sherman, William
  • Snow Exposure Factor, Ce, Kestner, James W.
  • RE: work without permit (was:stone wall), Sherman, William
  • Bracing for Nail-Plate Wood Trusses, Kris Hamilton
  • StaadPro, Milton Veloz
  • Concrete Strength required for stressing - Part 2, GSKWY
  • Invitation to industry and consultants, Yousefi, Ben
  • building permits, Andrew D. Kester
  • RE: Difference between Initial Prestress, Roger Turk
  • RE: Wood Residential Truss, Schwan, Martin K.
  • Concrete Strength for Stressing, GSKWY
  • Re:, Mlcse
  • snowdrifting & Ce, Pat Clark
  • TEDDS & IES Software, Dennis Wish
  • Analysis/Design of Combined Foundations, Andrew Mifsud A&CE
  • Prestressing Transfer, GSKWY
  • Surface Post-tension stressing, Ronald R. Garcia
  • Banded and distributed tendons, Ronald R. Garcia
  • Bracing of Steel Structures Seminar/notes, Peter Griem
  • RE: gerard's building dept. comments, Andrew D. Kester
  • wind on signs, Tom Hammond
  • metal "Z" Channel, Kenny Yip
  • Torsion on a steel tube and AISC WINTORQ program, Jesse Gobeli
  • fire stairways, Puebla Raul
  • AASHTO LRFD, Ampuero, Jhon
  • Federal Gov't Building Design, brian stanley
  • Choosing R, Seismic Provisions, Peter Griem
  • AASHTO vs pushover, Mete Baykir
  • TS Bm Web Buckling, j . grill
  • Denver Airport Fabric Roof Failing, Mike Perakis
  • UBC97 treatment of Elevated Water towers, ASHURAIM
  • Site storage of joists, Gary McClean
  • re: federal building codes, Andrew D. Kester
  • wind loads make me crazy, Andrew D. Kester
  • Reinforced Concrete Columns in SAP2000, salete
  • Question regarding Fp forces with Omega naught..., Derek Beaudoin
  • 75 PSF Equipment on 50 PSF Floor, Chris Banbury
  • International Conference, khrisna ms
  • Trivia question on prestressing wire, GSKWY
  • carbon fibre, TYH CONSULTING ENGINEERS
  • FEMA m-value, julian maranan
  • Arched ceiling w brick veneer, Gary Hodgson & Associates
  • Stainless steel and galv steel in contact, Mark Geoghegan
  • Slab on Grade, Sarkar, Surjit
  • heat treatment of steel, Dave Evans
  • Word for Windows 6.0, Gary Harris
  • Re: Luminaire (was wind on signs), Paul Ransom
  • Stainless steel and galv steel in contact and luminaires, Jim Getaz
  • ACI 439.4, GSKWY
  • wood posts & Heinz Stadium, Andrew D. Kester
  • Off topic - Inc. or not to Inc., Rmhansonsece
  • RE: wood posts, Roger Turk
  • CSI, Stuart, Matthew
  • Heating beam to straighten, Dave . Royce
  • CONCRETE Wall Shear question, David Merrick
  • Design structures software, kamal aghbal
  • Break Away Structures, ggobo
  • Beams intersected by Chevron brace in a SCBF, Dave S
  • chris wright, da
  • wood deck/pedestrian bridge, Andrew D. Kester
  • Re: Heinz Stadium, THunt
  • Timber shear values, j . grill
  • ASME Code and lifting lugs, Ken Peoples
  • Slab on steel deck question, Bruce Holcomb
  • Shear strength of a hollow concentiric circular reinforced concre te section, Lakhani, Sid
  • Radiant Floors, Gerard Madden, SE
  • Concrete and rebar strength, Kestner, James W.
  • FEMA 356 URM Piers/spandrels, Lucas Jolly
  • RE: Advertising Engineering Services, Haan Scott M DPW CIVIL ENGR(n)
  • Handrail diameter, Bruce Holcomb
  • Torsional analysis of Thin Walled Irregular Open Sections, Gary Hodgson & Associates
  • RE: Missing Errata. CBC 2001 effective N, Roger Turk
  • Passive soil pressure in granular soils, Clint Strain
  • Fwd: Rush Lim, JohnOttCE
  • handrails and trusses and bears, Andrew D. Kester

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