SEAINT Mail Archive 2002 (Jul-Sep)

Civil and Structural Engineering discussions by thread

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Messages: 1874
  • [no subject], geo
  • RE: Low compressive strength - grout, Peter Griem
  • Re: Welcome Portals, Padmanabhan Rajendran
  • Re: Nigerian Scams, Mark Segedi
  • Seismic Design / Analysis in the BOCA World, Rogers, Robert
  • ASCE 7-98, Alden Manipula, E.I.T.
  • Another Prequalified Steel Seismic Joint, Roger Turk
  • Re: West Point Bridge Building, Keith Fix
  • Re: Fused braces: poor use of term?, Scott Maxwell
  • RE: Promoting Structural Engineering (formerly - New Nigerian, Scott Maxwell
  • Associations, Michael L. Hemstad
  • Bidding of Engineering Services, Matthew Stuart
  • IBC Component and Cladding Wind Loads., Timothy P. Spengler
  • RE: Problem with Bouyancy for a Reinforced Concrete Tank, Tom Bodkin
  • historical steel deck info, bbyrom
  • wide format printer, Jeff Smith
  • OSB panel question, Kipp . A . Martin
  • Re: IBC Component and Cladding Wind Load, Roger Turk
  • Earthquake + Short circuit ?, Raul Labbé
  • RE: ban treated wood, Tom Skaggs
  • Wood Design Focus, Frank Woeste
  • RE: TEKS Screws, Armijo, John J (PWCSD 410)
  • Anyone using Web4 with a server - please help, Ken Peoples
  • RE:High quality print., David Merrick
  • Historic Steel Shapes, Hewitt, Chris
  • Wall Rigidity, Dave Adams
  • electronic data interchange, Melnick, Scott
  • 1997 UBC Table 19-D, utej
  • Re: SMRF and connections, Davin Weinhardt
  • Drop Panels, Davin Weinhardt
  • RE: electronic data exchange, Mark Gilligan
  • submissions in electronic format, Syed A Masroor
  • spot welding, seaosc seasoc
  • Re: Plug Welding, seaosc seasoc
  • 3" Concrete Cladding on light framed walls, ShirishM
  • Steel Beam - Sudden Change in Section Properties, Rogers, Robert
  • RE: Single plate shear connection- Min thickness, Carter, Charlie
  • TEK Screws, Meyer, Jonathan
  • Steel beam--sudden change in properties, Bart Kemper
  • OMRF (R value), ASQENGG2
  • Existing RC beam Strengthening, T.K. Ong
  • unbalanced snow load, yilmaz yuva
  • NDS/TPI/ WFCM and other wood subjects., Frank Woeste
  • Building Natural Frequency, Zachary Goswick
  • Anchors, Brian K. Smith
  • 1997 UBC Table 19-D (ASD Concrete Anchorage Values), utej
  • Non-Structural Seismic Restraint, vicpeng
  • Water tank in basement, Nigel Blair
  • Nigerian Scam - update, Neil Moore
  • Composite OWSJ's, Michael Bryson
  • RE: Pre-Engineered Metal Building Foundation - Ballpark Design, Zachary Goswick
  • INDUSTRIAL LIGHT BEAMS, RainCat1
  • Code development processes for the modern times [was OMRF (R val ue)], Carter, Charlie
  • EERI-SC Announcement, Shafat Qazi
  • IBC Chapter 18, Jake Watson
  • Civil PE to cert Type Sd Soil, Paul_Reilly
  • retaining wall design, G Manandhar
  • Anchor Rod Repair, Eric Ober
  • Masonry Lap Splices, Roland Bokma
  • Component Amplification factor a.p, Timothy P. Spengler
  • Epoxy Anchor bolt allowabl and ultimate strength, YI
  • FW: Question, Wayne E. Beckingham
  • RE: OMRF (R value) (code development process), Yousefi, Ben
  • RE: OMRF (R value) (code development pr, Roger Turk
  • Tent structure, Gerard Madden, PE
  • Invitation to Historic Places & Collections Seminar, SEAOSC
  • Re-issuing Certification Letter, M. David Finley, P.E.
  • Roof Equipment, lrhauer
  • RE: OMRF (R value) (code development process), Mark Gilligan
  • Roof Mounted Equipment, lrhauer
  • Damping Ratios, Daryl Richardson
  • Weyerhaeuser Wood I-Joists, Roger Turk
  • synthetic time history, Bülent Deveci
  • [no subject], Paul Rooney
  • STC reading for concrete slab, Lao, Larry
  • Three Rivers, Mark Pemberton
  • Post-Tensioned Concrete Software, Stephen Cohen
  • Pier And Beam Foundation - Uplift, Bill Polhemus
  • collector increases, Mark Baker
  • RE: Column Buckling, Michael Bryson
  • How is an Engineer certified as a forensics expert?, seaosc seasoc
  • Bollard Design, Bibbs, David
  • FW: Effects of Fire on Concrete, KRALIK Georg -NUCLEAR
  • Ground snow loads for Edgemont, PA, Foy, Warren
  • Steel Joist Table Cutoff, Zachary Goswick
  • Earthquake loads on water retaining structures, Wayne E. Beckingham
  • RE: Column Buckling (local buckling in HSS), Carter, Charlie
  • Parking Structure Dimensions, Paul Feather
  • Brick with Metal Stud Backup, richard lewis
  • Live Load Reduction, Evan Mizue
  • Job burnout, burnedup
  • RE: More Wind Stuff - Canopy Wind Loading/Recurrence Interval, Sprague, Harold O.
  • "Direct Supevision" (WAS RE: Job burnout, Roger Turk
  • Steel Moment Frames in Seismic Zone 0, Harper, Mark
  • Concrete Load Brg Wall with Conc Beams, James Lane, P.E.
  • Re: Engineering Contracts, Ray Pixley
  • Patenting, D. Fisher
  • RE: Seismic Zone 0 vs IBC, Sherman, William
  • Eccentric Loading on Spread Footing, Pilarski, Paul
  • Hull Steel DH 36 or EH 36, Ken Peoples
  • Engineering clip art, richard lewis
  • Fixed File Cabinet - Dead Load or Live Load?, Eric Green
  • stainless steel welding, Alexei Pace
  • RE: Fixed File Cabinet - Dead Load or Li, Roger Turk
  • Stainless steel rust, Glenn Otto
  • steel brace, Greg Meyer
  • Design Values for Gypsteel?, Charpentier Joe
  • RE: Fixed File Cabinet - Dead Load or Live Load (RESOLUTION), Eric Green
  • Off Topic - File Inversion, M. David Finley, P.E.
  • Toronto wind speeds and ice requirements, Neil Moore
  • Seismic Base Shear - Tank With Supported Bottom, Klarkowski, Kevin
  • Conduit in concrete slabs, Paul Feather
  • Apt quote on Corrosion, G Vishwanath
  • Wood Allowable Stresses, Jake Watson
  • elastomeric bearing modeling, Mete Baykır
  • RE: UBC/IBC: Question re CFS with Gypsum Board Sheathing (Shearwall), James Lane, P.E.
  • Slabs on Grade - or rather Slabs on Slabs, Craig Hawe
  • T.G.I. FLOOR JOISTS, Tahir Qureshi, PE
  • Re: Patenting (& Rich Beldyk's response), D. Fisher
  • Re: Patenting (re Roger Turk's response), D. Fisher
  • Fixed File Cabinet - Fully Loaded, CarlS95
  • corrosion of corten in concrete, Prakash C. Chowdhury
  • Nelson Studs Shear Capacity, Ed Najjarine
  • SEAOC 2002 Convention Online Registration, Shafat Qazi
  • heat transmission through firewall, yilmaz yuva
  • RE: Wind connections at round 8" columns, Carter, Charlie
  • Metal Roof Deck Side laps in Alaska, Sprague, Harold O.
  • Standard Specifications in Australia, Sprague, Harold O.
  • Corrosion Protection, Vijay K. Patil
  • 2 story retail/office building and lateral stability at the roof, Alden Manipula, E.I.T.
  • ASTM A 333, Ing. Mauro Bono
  • Shear, Jim Kestner
  • hypothetical situation, da
  • civil engineering handbook on cd, yaa
  • Flexible vs. Rigid Diaphram, Erik H. Smith
  • C/S Engineering positions available, desi j kiss
  • Concrete Slabs-on-Grade, Jim Kestner
  • Crimped web angle, Arturo Martinez
  • Retrofit, Bülent Deveci
  • Risky Business, Caldwell, Stan
  • RV: Concrete Slabs-on-Grade, Astrum Ingenieria, C.A:
  • More Statistics (Blatantly Off-Topic), Caldwell, Stan
  • Steel Paint, Michael Bryson
  • Re: T.G.I. and lentils and rebarbs FLOOR JOISTS, Peieng5590
  • Q:Steel Roof Deck: Using wall panels, Ron Hill
  • Re: T.G.I. contest, Peieng5590
  • RE: Steel Roof Deck: Using wall panels, Effland, Greg
  • RE: T.G.I. and lentils and rebarbs FLOO, Roger Turk
  • Metric Steel Plate Thicknesses Help!, RainCat1
  • Fibers in Concrete, Jim Kestner
  • RE: T.G.I. and lentils (Christopher W.), Dave Adams
  • Opinion, Padmanabhan Rajendran
  • "Lord" Rubber fenders, Robert M. Hanson
  • RE: Help Wanted, Tucson, AZ. Roseville, CA., George Richards P.E.
  • Increaing double-angle brace compressive strength, Dave Evans
  • Re: seaint Digest for 1 Aug 2002, Philip Boultinghouse
  • Re: Spiral Stair, seaosc seasoc
  • USS Sheet Pile Design Manual, Tripp Howard
  • RE: Concrete Slabs-on-Grade-vapor barrier, Eric Green
  • reinforced concrete DOMES, Geryes Awwad
  • ethics/ lighter side, Andrew D. Kester
  • stainless steel corrosion, Nels Roselund, SE
  • RAM Suggestion, Jim Kestner
  • Re: seaint Digest for 2 Aug 2002, Philip Boultinghouse
  • 3 Story Hotels- Project Fees, desi j kiss
  • Re: Spiral Stair Analysis, seaosc seasoc
  • SE Refresher Course, Rbengrguy
  • mat footings under 15-storey building design, namvy
  • Re: seaint Digest for 3 Aug 2002, Philip Boultinghouse
  • Slab-on-grade control joint question, Cliff Schwinger
  • Void forms under Grade Beams, Gerard Madden, PE
  • Re: seaint Digest for 4 Aug 2002, Philip Boultinghouse
  • Difference between rigid and flexible culvert, Eleanor G. Guarin
  • str steel bldg cost estimates - brace frame vs. moment frame, fred flintstone
  • 3 Story Hotels- proposals, desi j kiss
  • Pouring Concrete Beam Monolithic with Concrete Column, Mlcse
  • Re: seaint Digest for 5 Aug 2002, Philip Boultinghouse
  • [no subject], harihar singh
  • Swedged Anchor Bolts, Keith Fix
  • Roof Sheathing at Ridges, M. David Finley, P.E.
  • UBC Section 2213.8.2.3 - Lateral Force Distribution, Klarkowski, Kevin
  • Steel Ladder Studs, benfair
  • AISC Continuing Ed Survey, Carter, Charlie
  • RAMSBEAM question, Eric Green
  • steel field problem, D.A.
  • Re:, Stanley E Scholl
  • RE Plywood Roof Diaphragms/ Swedge Anchors, Andrew D. Kester
  • Re: seaint Digest for 6 Aug 2002, Philip Boultinghouse
  • Limit States, Hewitt, Chris
  • RE: Mat Footing Design, namvy
  • Post-Installed Anchors and Cold Joints, Andel James Contr AAC/WMO
  • Steel bridge girder callout, Frieberg, Lee
  • Re: Roof Sheathing at Ridges - Max. pitch for effective diaph., VerneK
  • SOFTWARE LICENSE TRANSFER, Juan José Treff De la Mora
  • Re: seaint Digest for 7 Aug 2002, Philip Boultinghouse
  • Another related roof diaphragm question, Albert Meyer
  • Tuckpointing, GSKWY
  • incinerator, Puebla Raul
  • Unbonded PT structures, Roger Turk
  • Forums -Mechanical Engineers, Mark Segedi
  • MathType -- Is any one using it?, Nels Roselund, SE
  • re: Mathtype, Rich Beldyk
  • GFRP rod development lengths, Peter Griem
  • Re: MathCAD, G Manandhar
  • Re: cadd AUTOCADD or MICROSTATION, seaosc seasoc
  • 1930 Steel Section Properties, Chris Willcox
  • Dissimilar Metals, CanitzCF
  • How to consider cracking in concrete using FEM?, Ozturk OZGUR
  • moment frame to grade beam connection, Mark Baker
  • Simple Beam?, vicpeng
  • Flag pole, Peieng5590
  • Re: RE Plywood Roof Diaphragms, Stu Lewis
  • AISC Seismic 15.6a, EBF brace design, brace connection to link be am design, Haan, Scott M.
  • bridge dynamic analysis, pierre kassaa
  • Center of Gravity & Sling Loadings, Jeremy Kuhn
  • FW: Anchor bolts, Alsalihi, Marc
  • Partitions on expansive soils ...., Astrum Ingenieria, C.A:
  • DETAILING SOFTWARE (XSTEEL), Juan José Treff De la Mora
  • Proportioning high strength concrete mixtures, Maria Alarcon Garcia
  • Inland Steel Joists, Bryan Zagers
  • Transfering Software licenses, G Vishwanath
  • R value for the design of braced frame in a plywood shear wall building, Alexander Sasha Itsekson
  • Shear Wall Rho, Nels Roselund, SE
  • RE: Shear Wall Rhos, Yousefi, Ben
  • Wood-Framed Shearwall Compression Chords, Dave Adams
  • Load bearing exterior wall supporting the cladding, Reza Dashti Asl
  • Post-Tensioned Slab on Grade, Oshin Tosounian
  • Re: Lintels and their design, seaosc seasoc
  • Pile Load Testing, Kausik
  • Fluorogold slide bearing alternatives, Ken Peoples
  • Prestressed Flat Slab design, namvy
  • Light Gauge Steel Seismic Design, utej
  • How to consider cracking in concrete using FEM, Bülent Deveci
  • Ynt: Flag pole, Bülent Deveci
  • pretensioned HS bolts, Casano, Karen
  • RE: Spreadsheets (was "mathcad"), Sherman, William
  • Perforated Shear Wall, G Manandhar
  • Shear Wall Deflection IBC vs. UBC, Jim Kestner
  • fusion bonded epoxy coated reinforcement, Ken Peoples
  • RE: Perforated Shear Wall - codifying engineering judgement, Haan, Scott M.
  • time before building on or backfilling concrete foundation walls, Haan, Scott M.
  • Re: More on Lintels, seaosc seasoc
  • RE: codifying engineering judgement, not possible, Haan, Scott M.
  • insulated concrete wall form recommendations, richard lewis
  • RE: shotcrete walls, Steve Widmayer
  • Form Pressure, Abdul Chahim
  • SEAOC Santa Barbara Convention Registration, Shafat Qazi
  • Steel Tips and Deep Columns for SMRF, Gerard Madden, PE
  • Stainless Steel, Gina Gobo
  • Log Cabins, MBREngineering
  • Re: CSA A23.3 PG 9-16, Geryes Awwad
  • Openings in "uncoursed" stone walls, Hyndman, Keith
  • Delta sub m, Samir Ghosn
  • Building Permit in Monterey County, YI
  • Impact resistance of fiber reinforced concrete, Alp Eren Yurtseven
  • RE: wine tanks, Matthew Jordan
  • FEMA 356 YIELD DEFLECTION, Andrew Eric Arnold
  • Point Loads on Strip Footings, npitera
  • CONTROL OF SLAB VIBRATION, Puebla Raul
  • Earthquake Simplified Analysis, Zachary Goswick
  • Hardy Frame Panel PFC #5342, VerneK
  • Floor finish requirements, jccpc
  • confining effect of transverse reinforcement, Mete Baykır
  • Base Plate for Moment Frame-Shear Transfer, Strueng86
  • Re: confining effect of transverse reinforcement, linxin_0
  • Ynt: Re: Base Plate for Moment Frame-Shear Transfer, Bülent Deveci
  • earthquake effects on concrete storage tanks, Bülent Deveci
  • Glass Cracking, Roger Turk
  • Define: "soff" related to slab crack control, CTFAIA
  • Re: Point loads on strip footings Chanced anchors, CTFAIA
  • Windows Cracking, Bob Fennema
  • Testing Concrete samples, Nacionales Alex
  • RE: Define: "soff" related to slab cra, Roger Turk
  • SOFF-cut, Mattesons
  • Fwd: Convention Registration, Shafat Qazi
  • RE: breaking concrete, kg
  • Cost overrun in public works projects, Bent Flyvbjerg
  • Mechanical vibration, Javier Encinas
  • AISC shapes database search DLL, Dave Evans
  • off topic - Excel Question, Ken Peoples
  • Sewer Aerial Crossing, Speck, Todd M
  • fracture critical welds, Richard M. Beldyk, PE, NSPE, CWEng, CPE
  • AWS CWEng, Richard M. Beldyk, PE, NSPE, CWEng, CPE
  • Seismic Hazard Maps for Eastern Venezuela S.A., mark francois
  • Flyash, Peder Golberg
  • Fibermesh in concrete over metal pan deck., Timothy P. Spengler
  • RE: Fly ash, Sherman, William
  • Effective Projected Area (EPA), Cameron Baker
  • Inspection of privately owned bridges?, Hyndman, Keith
  • LRFD Limit States, FLIER55
  • Re: Flat roofs in coastal areas, Bill_Coulbourne
  • RE: Inspection of Privately Owned Bridges, Richard M. Beldyk, PE, NSPE, CWEng, CPE
  • Ring Beams/Ring Girders, GSKWY
  • RE: Steel-Detail: LRFD Limit States, Carter, Charlie
  • Glass Cracking - Thanks, Roger Turk
  • Re: Mechanical vibration Natural Frequency, seaosc seasoc
  • Sulfates, Sherman, William
  • Concrete friction angle, Mike Perakis
  • Repairing concrete metal deck., Barry H. Welliver
  • Online Registration deadline extended, Shafat Qazi
  • Fwd: Convention Hotel Reservations, Shafat Qazi
  • problem with sap2000 on nonlinear dynamic analysis., zszjf
  • segmental bridge analysis, sAs
  • Effect of salt water on masonry walls, Jesse D. Moore
  • California Earthquake Authority - report on epoxy injection, Cratylus Consulting Group
  • off topic 11x17 scanner recommendation?, Ken Peoples
  • Software ... Culverts, Astrum Ingenieria, C.A:
  • precast prestressed beams, Mete Baykır
  • Re: precast prestressed bridge beam, Jim Getaz
  • ACI349 vs. ACI318, Georgi Stoyanov
  • Gypsum sheathed shear walls, Al Meyer
  • RE: STAAD or RISA?, Russ, John P
  • STRUCTURAL SPREED SHEETS, maaz siddig ibrahim
  • Brick Ledge Angles., npitera
  • SHAPES IN EXCEL, Juan José Treff De la Mora
  • IBC publications, Ken Peoples
  • Sorry (was RE: STAAD or RISA? ), Ray Pixley
  • Re: STRUCTURAL SPREAD SHEETS, FLIER55
  • Re: Shear Stud Tensile Strength, Jim Getaz
  • FW: The Latest News From AISC, Carter, Charlie
  • Skylights, Michael Bryson
  • RE: EJCDC Documents (OR: What's The Point Of Even Joining ASCE?), Caldwell, Stan
  • RE: Master/Slave (Was STAAD or RISA?), Paul Crocker
  • F1554-55 anchor rods repair, Drew Morris
  • Re:STRUCTURAL SPREAD SHETTS, RAFAEL RIVERA
  • structural spreadsheet, tony
  • Concrete tension capacity, Ib sa
  • MARINE SLUCE GATES, Manuel Zuniega II
  • MARINE SLUICE GATES, Manuel Zuniega II
  • RE: AWS D1.1, Bob Shaw
  • Enough Sports Talk !!, Caldwell, Stan
  • Fall Protection., Timothy P. Spengler
  • Cutting GLB's, Pat Clark
  • Concrete (Slab on Grade) Curing, Lundy, Andrew
  • cast-in-place side walks/walk way/foot walk------ treatment of joints, syed faiz ahmad
  • Re: cast-in-place side walks/walk way/foot walk------ treatment ofjoints, nabil ali
  • Fwd: Search for structural engineer, Shafat Qazi
  • Small Shaking Table Specimen for building (30 cm by30 cm), Bhatti
  • Spreadsheets, macros, programming, oh my!, Dave Langhone
  • Advice request for Structural and steel bridge magazine, Ozturk OZGUR
  • Echo acknowledgements to posts, Roger Turk
  • Residential steel beams, Peieng5590
  • Re: NFPA 5000 - Why? And Where?, THunt
  • Eccentrically Braced Frame - Link Beam, Oshin Tosounian
  • Masonry shear walls - Response Modification factor, Alden Manipula, E.I.T.
  • Urgent PCA Survey on Rebar Names, Caldwell, Stan
  • welded truss design assumptions, Ken Peoples
  • RE: NFPA 5000 -Why? And Where?, Richard M. Beldyk, PE, NSPE, CWEng, CPE
  • tapered steel beams, Mark Baker
  • Carbonation Induced Corrosion, npitera
  • Deep Embedded HSA tension capacities in CMU, utej
  • UBC Eq. 30-1, RainCat1
  • Re: Fall Protection, John MacLean
  • RE: Design ground accelerations, Mark Pemberton
  • Concrete Leveling Courses, Tom Bodkin
  • Re: Klez Virus, Christopher Wright
  • Field Evaluation of Wood Strength in Old Structures, Eric Green
  • A seismic question with no (easy) answer?!, Cliff Schwinger
  • embed bolts in CMU, Andrew D. Kester
  • Subject: Re:Design ground accelerations, Georgi Stoyanov
  • Combined Shear and Tension on A449 Bolts, Ken Peoples
  • Fw: Manuals, Milton Veloz
  • Unreinforced concrete on metal pan deck., Timothy P. Spengler
  • looking for data on 1977-vintage concrete inserts, Dave Evans
  • Parking Garage Collapse in Pennsylania Sept 4, GSKWY
  • Re: looking for data on 1977-vintage con, Roger Turk
  • Distribution of concentrated loads on masonry walls, Cliff Schwinger
  • Slab on grade (on asphalt), Reza Dashti Asl
  • [no subject], eric
  • RE: Contract Rates, Caldwell, Stan
  • A/E Design fees for federal projects, Foy, Warren
  • RE: UBC '97 - Section 1611.5, Lutz, James
  • Expanded Metal, Pat Symons
  • Once again, Vasco Raposo
  • [no subject], Geoff Warcholik
  • TO UNSUBSCRIBE GO HERE !!!!!!!!!!!!!!!, Jeremy Kuhn
  • RE: metal stud framing in wet environment, George Richards P.E.
  • Rooftop Units, Jim Kestner
  • Converting SAP to STAAD file, Dave Langhone
  • Broken F1554 anchor rods, Drew Morris
  • ACI 21.3.2.3, Bülent Deveci
  • Fu for Dual steel (A572Gr50/A36), Ángel Gómez
  • Steel Stairs, Mike Auchter
  • Re: Wine Storage, Jnapd
  • Earthwork specifications and the Geotechnical Engineer, Mark Gilligan
  • RE: SAP to STAAD, Dave Langhone
  • FW: Expansion Joint on Ground Suspended Slab, TK Ong
  • RTU loads on joists, Andrew D. Kester
  • Roof Garden, Prakash C. Chowdhury
  • Flagpole Ch Factor, Meyer, Jonathan
  • Joists welded to supports, Javier Encinas
  • Angle iron and trusses and pandecking, kg
  • Welsbach Light Pole info, Neil Moore
  • angle irons and joist bolting, Andrew D. Kester
  • Roof Deck Personnel loading, Ron Hill
  • open web joists, da
  • test please delete, Armijo, John J (PWCSD 410)
  • single angle compression members, Ken Peoples
  • Multiple Yield Stresses, Zachary Goswick
  • Residential design in the desert, Gerard Madden, PE
  • (no subject), Jnapd
  • RE: SAE J429 grade 5 and grade 8 bolts, Carter, Charlie
  • Floor Loading on Plywood, Gary Hodgson & Associates
  • EUROPEAN/GERMAN CONCRETE MIX DESIGNS/SPECIFICATIONS, Todd Hill
  • Residential Design Discussions, Dennis Wish
  • Commercial Bldg. - Second Floor Loads, DRPFLY
  • Structural Glass Design, Eric Green
  • Washer requirements for steel to steel bolted connections, utej
  • Expansion Joints in Water Retaining Structures, Wayne E. Beckingham
  • Google Search, Caldwell, Stan
  • RE: Google Search [Off Topic Again], Caldwell, Stan
  • Concrete Code Interpretation, Lutz, James
  • nds dowel bearing strength, da
  • proper placement of vapor retarder below slab-on-grade (redux), Cliff Schwinger
  • Re: What Design Standard For Signs?, THunt
  • RE: Concrete Tank Design Help, Sherman, William
  • Contract Forms, Javier Encinas
  • Oxygen tanks on exterior SOG, Alden Manipula, E.I.T.
  • Chemical Plant Safe Haven Design Standards, Les Rhinehart
  • RHO Factor, THunt
  • Minimum wood panel widths for wood diaphragms, utej
  • TJI Trusjoist Beam Program review, David Merrick
  • IBC "Oops" (Was Residential Design Discussion), Rick . Drake
  • RE: seaint Digest for 26 Sep 2002, Wayne E. Beckingham
  • k for compression members of frames with sidesway, Ken Peoples
  • Raising Dander in Residential Construction, Dennis Wish
  • Anhor bolts for frame, Samir Ghosn
  • RE: [Residential] TGI Beams, Dennis Wish
  • Steel Framing for Elevator Shaft, Daryl Richardson
  • Deflection of steel beams when placing concrete slabs, Cliff Schwinger
  • Blast Resistant Design, dileep Kulkarni
  • ETABS7 automatic Plane & Elevation drawing, Jeng-Wei Li
  • project suggestion, harikrishna damera
  • perforated gypsum shearwall, Greg Meyer
  • Want some OT ???, Gerard Madden, PE
  • Re: À Propos, GSKWY


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