SEAINT Mail Archive 2006 (Jan-Mar)

Civil and Structural Engineering discussions by thread

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Messages: 2595
  • Re: Details, Paul Ransom
  • Re: SI Metric, Paul Ransom
  • Re: Column Design, Paul Ransom
  • Booked a tour of the Skywalk?, Neil Moore
  • METRICS AND OTHER DELIGHTS, ASC
  • RE: AISC Steel Spec Combine forces question, Jason Christensen
  • spectral response acceleration definition, Bruce Holcomb
  • Motherboards, Avicpeng
  • Rink roof collapse in Germany, David Topete
  • Structural Plan Review Question, Chuck Hanson
  • I just passed the PE Exam on the 9th try., Auge, Ken
  • Re: Wood floor beam shear connection, AWC Info
  • Elevator Sump Pit, Rich Lewis
  • lrfd, Mark D. Baker
  • Our new program interface, Freeman Tang
  • Fiber Reinforced Masonry Grout, Christopher Haffner
  • Baja Eathquake, Sharon
  • Old Glu-Lam Combinations, AWC Info
  • PE Comity/Reciprocity?, Auge, Ken
  • "The Eyes Of Texas...", Polhemus, Bill
  • Stirrups in Footings, Gary Hodgson & Associates
  • RE: Concrete plank - weld plates, Kestner, James W.
  • Usage of STAR section, Bhavin Shah
  • "The Heart of Texas..." was RE: "The Eyes Of Texas...", Haan, Scott M POA
  • RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Stuart, Matthew
  • OT: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Caldwell, Stan
  • Lone Star, Walter Devore
  • Staad Report, Santhosh Kumar Yedidi
  • RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
  • RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
  • RE: "The Eyes Of Texas..." and comments concerning the BCS and other sub-bowls, Polhemus, Bill
  • Recognizing a stroke, TJ Fu
  • Stran-steel, Lucas Jolly
  • Structural concrete chimney, Junata
  • Corroded Reinforcement, Johnenader
  • Machine foundation-dynamic force, Ritesh Patel
  • Flexible Cantilevered Diaphragm?, Will Haynes
  • Hilti Profis Anchor Design Software & Seminar, Szuchuan Chang
  • Composite Decking panels, G Vishwanath
  • re: Vibrating machine, ASC
  • Beam design, Santhosh Kumar Yedidi
  • Floor Plate Load Tables, Tom . Hunt
  • Glu-Lam "Bents" --> Church Sanctuary, Polhemus, Bill
  • Florida Building Code - Additions to Existing Bldgs, M. David Finley, P.E., P.A.
  • Wind Exposure, Ed Tornberg
  • Follow UP Article- SF Residential High Rise Build. Dept, Gerard Madden, SE
  • Partially Tapered Column Analysis, Brian S Bossley
  • Bolt force in round column, Rich Lewis
  • Local Axes-Risa 3D, Joe Grill
  • RE: Macintel [was Microsoft Word format screw-up---Help!], Scott E. Maxwell
  • Re: bolt force, round column., ASC
  • Re: Below Grade Connection, Was Usage of STAR section, Jim Getaz
  • RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly), Sharon
  • Re: Desktop Search, Ed . Haninger
  • plywood diaphragm restrained fdn wall, Joe Grill
  • Any Opinions? - Eng-Tips Forum, Jeremy White
  • Cold Weather, John L. Smart
  • Cold Weather french drains, Robert Freeman
  • 5/16 Fillet Weld, dave lowen
  • Above-Ground Concrete Storage Tank for High-Temp Service, Polhemus, Bill
  • AWS D1.1 v. ASME IX - WPS and PQR, Gale45man
  • Concrete Fire protection, Paul Feather
  • Re: The Most Ridiculous Item of the Day, BPCE
  • Kuwait Design Practices, Jake Watson
  • Double Nuts on Anchor Rods, Ken Peoples
  • RE: Partially Tapered Column Analysis (CODE CHECK), Brian S Bossley
  • Dapped Bearing - Prestressed Double Tee, Glen Underwood
  • Folding Plate, Michael Hemstad
  • Ever Wished You Worked in Hawaii, Jeremy White
  • Simplified Concrete Paving 101, Rich Lewis
  • Re: Below Grade Connection - Epilogue, Jim Getaz
  • RE: Any Opinions? - Eng-Tips Forum - USE MESSAGE RULES, David Adie
  • Equipment support design, Casey K. Hemmatyar
  • X Bracing for Metal Buildings, Chance, Acie
  • RE: Return Receipts, Keith Pabst
  • RE: FOS for von-Mises stress criteria, Chance, Acie
  • Re: bolt force, round column, Mark Johnson
  • Special Inspection and the IBC, Kipp Martin
  • RE: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly) - Epilogue, Foy, Warren
  • Large pipe column, Rich Lewis
  • Re: FOS for von-Mises stress criteria, Mark Johnson
  • tension in anchor rods of circular columns with circular base plates, Gale45man
  • EQUIVALENT STRESS, ASC
  • fURTHER on equivalent stress, ASC
  • Knee Brace Literature, Jeremy White
  • Savvy Billing Practices, Jeremy White
  • A Frame Cabin, Tim Rudolph, PE
  • Attaching ceiling to bottom of LVL Microlam Ceiling Joists?, Dennis S. Wish, PE
  • steel bars, Hans E Boge
  • Steel Design Sanity Check, Brian S Bossley
  • PBS documentary on disaster resistant homes, AWC Info
  • stainless steel tie rod bracing, Drew Morris
  • Historic Building in Calgary, Canada, Daryl Richardson
  • Canadian reinforcement, Kevin Below
  • Define walls as thick plate, Amir Gomma
  • Virus, Deardorff, Mark
  • Dynamic Analysis Sofware, Gary Hodgson & Associates
  • WARNING TO ALL, ASC
  • Quick HP question, Gary Ehrlich
  • slow week?, David Topete
  • Post Construction Issue, David Maynard
  • Idle Question..., Polhemus, Bill
  • Structural Engineering Hall of Fame, Jeremy White
  • Pedestrian Bridge Bearing, Rich Lewis
  • Construction Hall of Shame, Kestner, James W.
  • RE: Bottom Chord Bracing of Steel Joists in a Hybrid Roof, Freeman Tang
  • Holes through basement walls., ASQENGG2
  • HOW CAN WE GET ANSYS GROUND ACCELARATION, hamidreza arabshahi
  • Extended end plate bolt hole mis-alignment..., Mike Jones
  • End Plate Moment Connection - Bolt Force Distribution, Jeremy White
  • Von Mises Allowable Stress, Chance, Acie
  • SoCAL Tilt-Up cost per square foot, Gerard Madden, SE
  • Re: PCA Column by pacstrructurepoint / any other alternatives, Szuchuan Chang
  • Plywood over 2x Decking for Diaphragm, Joe Grill
  • Any Young Engineers Out There?, Jeremy White
  • Re: A new way to connect structural to concrete., Russell VeRost
  • ANSYS Q, ASC
  • Circular Base Plates, Stuart, Matthew
  • Miami Structural Due Diligence, Stuart, Matthew
  • Tension anchor in top of CMU stem, Joe Grill
  • RE: Any Young Engineers Out There? - new AISC seminar on the spec/manual, Melnick, Scott
  • (no subject), Jnapd
  • RE: SPAM-SPAM-SPAM, Mike Jones
  • Railings on Park Bridges - What Code Applies?, M. David Finley, P.E., P.A.
  • RE: New LFRD/ASD Steel Code (Was: Any Young Engineers Out There?), Sherman, William
  • ASD vs LRFD - was: Any Young Engineers Out There?, Suresh Acharya
  • We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], Polhemus, Bill
  • Re: Any Young Engineers Out There? - new AISC seminar on the, Paul Ransom
  • Precision in engineering calculations, Sherman, William
  • Knowing What is Important, Chance, Acie
  • Slide Rules, Dave Adams
  • Scott's record, G Vishwanath
  • Re: buying new versions (was: Any Young Engineers Out There?), Paul Ransom
  • Re: Cost of Meds (was: Any Young Engineers Out There?), Paul Ransom
  • RE: We're Not Getting Older, We're Getting DUMBER, Dave Adams
  • Re: Why LRFD vs ASD (was: We're Not Getting Older, We're Getting DUMBER), Paul Ransom
  • roof truss connection, DA
  • Stainless Steel Washers, Gautam Manandhar
  • Low LOP Progressive Collapse Horizontal Ties, Eric Tompos
  • Building Code for LA Area, Brian S Bossley
  • How to medel temperature effect in RCC building using STAAD?, Ashraf Manjappara
  • FW: Seismic loads on cantilevered retaining walls, Pat Clark
  • To Structural Engineers in Canada, Michael Zhang
  • Concrete cover, Walter Devore
  • ACI318-95 Permissible concrete tensile stress in prestressed concrete, Wontae Kim
  • RE: We're Not Getting Older, We're Getting DUMBER [WAS: Any Young Engineers Out There?], AWC Info
  • Bar Joist and unstiffened angle seats, Tom . Hunt
  • Heaven and Hell, Polhemus, Bill
  • ASCE Gust Factor, Sharon
  • reinforce concrete wall modeling with adina, alireza talebi
  • Roof Design Components and Cladding or MWFRS - ASCE7-02, refugio rochin
  • OT: Infant Education, refugio rochin
  • Perforated Shear Wall Opening Design, Rich Lewis
  • Subject: Perforated Shear Wall Opening Design, Eric Tompos
  • Subject: Roof Design Components and Cladding or MWFRS - ASCE7-02, Eric Tompos
  • Re: Heaven and Hell [OT to the max], Rhkratzse
  • Perforated shear wall opening, Jason Atwood
  • Bentley Acquires RAM, Stuart, Matthew
  • Bentley, AutoDesk, or Both, Jeremy White
  • PT & underpinning, S. Gordin
  • Revit Structural and BIM, Jeremy White
  • Learning ability with age: WAS: Re: Bentley, AutoDesk, or Both, refugio rochin
  • Elastomeric bearing supplier, Rich Lewis
  • Perforated shear wall uplift, Hood, Matthew O.
  • Q: Nozzles for Concrete Tank [PAGING CHRIS WRIGHT], Polhemus, Bill
  • Arch. Engr. Programs but no Arch. Engineers, Jeremy White
  • KISS Method for Bracing Connection Design, Tripp Howard
  • Lumber grading from small mills, Jordan Truesdell, PE
  • Design of insert plate, amit bhatt
  • Re: Permanent metal forms for concrete, Mlcse
  • ASTM A36, Mario Velez Nauer
  • Software location, Ashraf Manjappara
  • RE: Basement Walls (Slot Cuts ), Ben Yousefi
  • Re: Baement Walls (Slot Cuts ), Stanley E Scholl
  • RES: ASTM A36, Mario Velez Nauer
  • Repair CMU Wall, David Smith
  • Preliminary sizing as per CAN/CSA-16-01, Ritesh Patel
  • Slab moments in ETABS, Anantha Narayan C.K.
  • Overturning Load Combination, Rich Lewis
  • Roof Construction Advice, IRV FRUCHTMAN
  • SIP top plate detail, Joe Grill
  • 1950's era timber properties, Eli Grassley
  • Re: 1950's 8x14, Rhkratzse
  • Re: Ship High In Transit ??, Avicpeng
  • Qustion to Robert Mast About PCA Notes Example 7.8 Biaxial Loading, Szuchuan Chang
  • New AWS D1.1, Polhemus, Bill
  • Re: 1950's era timber properties - Aren't they brittle, Suresh Acharya
  • OSHA 4-bolt column anchorage, Dave Adams
  • Problem, Jason Keigley
  • CMU Wall Drafting Standards, CHRIS BOWERS
  • Seismic mass, Javier Encinas
  • Re: FW: Still a Problem, Timothy Allison
  • Fabricated Cost - Tank Nozzles (Another One for Chris Wright), Polhemus, Bill
  • [no subject], Garner, Robert
  • Bracing a W section, Anantha Narayan C.K.
  • RE: Structural cost, Polhemus, Bill
  • House Inspection, gskwy
  • Re: RISA3D vs ETABS, Joseph Harouni
  • Powder actuated fasteners for suspended ceiling splay bracing?, Haan, Scott M POA
  • Wall Mounted Jib Crane, CanitzCF
  • TECO Clip Infomation, Eknrinc
  • dynamic effect of filling material to silo, Junata
  • Footing Retrofit/Replacement Ideas, Eknrinc
  • Lightning Damage to Structures, Polhemus, Bill
  • Re : Knee Braced Frame, Bhavin Shah
  • Rebar fy - Intermediate Grade Steel, Juan Carlos Morales
  • Chapter 21 Concrete design, Kevin Below
  • Steel design - Gerber system, Kevin Below
  • Hurricane paths, Kevin Below
  • gerber system, Gary Hodgson & Associates
  • 12B19, M. David Finley, P.E., P.A.
  • wood horizontal shear stress, Mark D. Baker
  • open ended pipe piles - bearing plate in concrete pile cap?, Haan, Scott M POA
  • wa se III, David Adie
  • 1976 UBC GLULAM, Sharon
  • Roak's edition 7 and excel, Hans E Boge
  • Staad - Seismic analysis, Santhosh Kumar Yedidi
  • RE: 12B19 (Free AISC Search Utility), Polhemus, Bill
  • canopy footing, S. Gordin
  • retaining walls, Mark Pemberton
  • What is being allowed in California -Powder actuated fasteners for suspended ceiling splay bracing?, Haan, Scott M POA
  • 1978 NDS / 1976 UBC, Sharon
  • Assistance with Modeling 3-D Wire Truss Assembly using RISA 3-D, Jim Chatterley PE
  • Fence design, Nukala, Lakshmana R
  • seismic analysis, Gary Hodgson & Associates
  • PRACTICE: Direct Supervision, Polhemus, Bill
  • RE: Opinion on a structural dynamics book, Polhemus, Bill
  • Masonry Storage Facilities - fees!, Dennis S. Wish, PE
  • PML Reports in Mexico City, Caldwell, Stan
  • Re: National Engineers Week statement, Rbengrguy
  • Stepped Bond Beams, Sklar, Mitch
  • Support service [was Staad - Seismic analysis], Paul Ransom
  • UBC 97 - SEISMIC DESIGN GRANULAR SILOS, Stefan Reumers
  • Canadian code(s), Scott Maxwell
  • PEng license, Scott Maxwell
  • Composite Design references, Paul Feather
  • Pipe Support Detail, Rich Lewis
  • Fees - was Re: Masonry Storage Facilities - fees!, Dennis S. Wish, PE
  • BOOKS ON DYNAMICS, ASC
  • RISA, Lb-comp top and bottom, john smith
  • RE: Pipe Support Forces for Transient Flow, Sherman, William
  • New AISC Specs - Backward Compatability of 341-05, Mark D. Anderson PE
  • SEAINT Archive: Dead of Alive ??, Caldwell, Stan
  • Importing Excel Data into Autocad, Daniel Popp
  • Re: SEAINT Archive: Dead of Alive ??, Mark Johnson
  • Structural Engineer Needed - Gulf Region, Chuck Hanson
  • RE: Pang license, Polhemus, Bill
  • FW: corrosiveness of foundation soils, Hadi Tabatabaee
  • SANDSTORM, Stefan Reumers
  • Safety of Scaffold, Padmanabhan Rajendran
  • IBC Table 2306.4.5 - Gypsum sheathing, Ed Tornberg
  • Re: Water Storage Tank, Jnapd
  • Steel Truss Detailing, Rich Lewis
  • Landscape Retaining Wall, Daryl Richardson
  • Re: Horizontal Cold Joint in Concrete Beam, Jim Getaz
  • Equipment OSHPD Compliance, Vehabovic, Ibro
  • Wire reinforcement in salbs on ground, Kevin Below
  • Timber Frame on Concrete Boxes, Avicpeng
  • RE: Wire reinforcement in slabs on ground, Harold Sprague
  • Expansion Joint in Staad Model, Manuel Zuniega II
  • Live load distribution for bridge girders, Scott Maxwell
  • UFC Seismic Design Crit, David Topete
  • old building with "Kahn reinforcing" floor system, Bruce Holcomb
  • Fees, Dennis S. Wish, PE
  • slab on grade wwf, Andy Richardson
  • Princeton Review: Update, Caldwell, Stan
  • Re: Landscape Retaining Wall, Now Way OT!, Jim Getaz
  • Steel Beam Plice Location, Rich Lewis
  • Lumb-R-Grip Hanger Hooks, Dennis S. Wish, PE
  • Tension capacity for insert plate (Embedment), amit bhatt
  • Steel Beam Splice Location, Rich Lewis
  • AUTOCAD: What's Your Preference?, Polhemus, Bill
  • Siporex Panels, Mark McCormick
  • Precast concrete barrier wall (spandrel) design against vehicle impact load., Wontae Kim
  • RE: Precast concrete barrier wall (spandrel) design againstvehicle impact load., Garner, Robert
  • RE: Precast concrete barrier wall (spandrel) design againstvehicle impact load., Kevin Elbury
  • Re: Precast concrete barrier wall (spandrel) design againstvehicle  impact load., Rhkratzse
  • Locust allowable bending stress values, Scott Maxwell
  • Mechanical and Electrical Seismic Loads, Wesley Werner
  • Product Responsibility : Was: Lumb-R-Grip Hooks, Dennis S. Wish, PE
  • Lag Bolts into Narrow Face of a Stud, Gerard Madden, SE
  • SE Review Workshops in LA and SF, StructuralReview
  • Bar Grating, Mark Pemberton
  • Re: Princeton Review:  Update, Rhkratzse
  • Risa Floor, Jason Atwood
  • PT Slab On Grade for Residential structures, SEAINTLIST
  • Truss Plate Values, Joe Grill
  • Wind Load Edge Distances, Wesley Werner
  • Auger Piles vs. Driven Piles, Jorge Jimenez
  • RE: 3X Plates and Washers on Intermediate Anchors, Garner, Robert
  • Sharing Holdowns @ Corners, Rich Lewis
  • FEMA-350 OMF = 2003 IMRF?, Haan, Scott M POA
  • Google Earth Locating Parcels, Pedro Muñoz
  • Plotter Recommendation, M. David Finley, P.E., P.A.
  • Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners], Rhkratzse
  • Site Specific Seismic IBC 2000, Brian Stanley
  • Windsor Chairs--was: 3X Plates and Washers on Intermediate Anchors, Michael Hemstad
  • Synthetic Bearing Material, Raymond Shreenan
  • Residential drag trusses, Mark D. Baker
  • ASCE 7-02: Live Load on Canopy, Polhemus, Bill
  • Re: printer / scanner / copier Recommendation, ENGRLAINES
  • Design Criteria for Falling Ice, Josh Comfort
  • ASTM A 576 anchor bolts, Bruce Holcomb
  • 1/2 inch gap under bottom chord, Chance, Acie
  • Diaphragms, Mark Pemberton
  • Truss gap over the wall, Raymond Shreenan
  • Slab on grade thickness, Yi Yang
  • Re: Truss gap over the wall [truss skroo-ups], Rhkratzse
  • query, sherine casilda
  • Borate-treated foundation sills instead of Stainless Steel, Thor Matteson
  • Got My "Steel Construction Manual", Polhemus, Bill
  • ISO 3010:2001 - Basis for design of structures - Seismic actions on structures, Tripp Howard
  • RE: ISO 3010:2001 - Basis for design of structures - Seismic acti ons on structures, Scott, William N.
  • Maximum deflection allowed for a steel stringer using AREA, Ángel Gómez (megared)
  • User Interface Follies, Polhemus, Bill
  • The power of intuition in Engineering, Ddumba Nathan
  • Development Length in ASD and USD, Wontae Kim
  • Re: Princeton Review:  Update [cracks], Rhkratzse
  • Example analyais of a portal frame, Jordan Truesdell, PE
  • Long-Span Beam, Donald R. Bryant, PE
  • Concrete Crack Control, Joe Grill
  • Foundation Setback, Ed Najjarine, SE
  • Hi, Pankaj Taneja
  • IBC 2003 Seismic, Larsen, Trevor
  • Lateral Torsional Buckling, Padmanabhan Rajendran
  • HUMOR: "Stupid Units-Of-Measure Tricks", Polhemus, Bill
  • Another ACAD question--> placing points, PLD D
  • Waterstops, and waterproofing, Joe Grill
  • NEWS ITEM: "NASA's Cassini Discovers Potential Liquid Water on [Saturn's moon] Enceladus", Polhemus, Bill
  • Out of plane shear in hollow CMU, Benjamin Cornelius
  • Refrigerated Railcars, Wesley Werner
  • CONCRETE: Steel Reinforcing Hot-Work, Polhemus, Bill
  • ACI 12.1, Jules G
  • cbc omega for wood, Jason Atwood
  • PT SOG gravel base topping, Walter Don DeVore, Jr.
  • Another ACAD question--> placing points, Mark Johnson
  • RE: SOG gravel base topping, Sherman, William
  • Bolted Connection To Existing Old Steel, Daryl Richardson
  • Coefficient of Friction between Boulders, DRPFLY
  • Atlantic Building Systems, Brian S Bossley
  • Software Fun, Paul Feather
  • Lawyers, Caldwell, Stan
  • Norbord Windstorm OSB panels, Neil Moore
  • Calgary, Kevin Below
  • HILTI Anchors for Vessels, Padmanabhan Rajendran
  • Fw: Shearwall bottom plate, Tim Rudolph, PE
  • Cub scout project, Rich Kip
  • drainage board under bldg, Tarek Mokhtar
  • Wall loading to exist. slab, Joe Grill
  • RE: Is the listserv down? I have not gotten a message in over a day., Brian S Bossley
  • Pipe Stanchion, Ritesh Patel
  • cub scouts, Robert Freeman
  • Residential prescriptive MWFRS wind pressure, Jim Wilson
  • old booklet, John J. Treff
  • ASCE 7 Gable Wind Loads, Brian S Bossley
  • QUESTION REGARDING STRUCTURAL ENG. GRUPS, mozhgan yaghubshahi
  • Post tensioning inspection manual, Anantha Narayan C.K.
  • Re Re: Fw: Shearwall bottom plate, Tim Rudolph, PE
  • SAP2000 for post tensioned girders, Anantha Narayan C.K.
  • 2006 IBC, Joe Grill
  • Cubstruction, Greene, Al [PTS]
  • HILTI Anchor for anchoring Vessels, Padmanabhan Rajendran
  • Oversize Holes in Base Plates - New AISC Manual, Ken Peoples
  • Minimum Fillet welds for single plate shear connections - new AISC manual, Ken Peoples
  • Architectural Engineering 2006 Conference, Caldwell, Stan
  • Paving on grade, Nukala, Lakshmana R
  • KeyMark, Jeffrey Fertich
  • Job Opportunity - Dayton, OH, Mark Remmetter
  • Book trader website, v . t . eskelsen
  • Lateral Loads From Log Stack, Rich Lewis
  • Condition assessment for old brick walls, Jordan Truesdell, PE
  • Retaining wall programs, Alden Manipula
  • H H Robertson type roof decking, Drew Morris
  • Joints in retaining walls, Alden Manipula
  • existing H H Robertson steel decking, Drew Morris
  • Norbord "Windstorm" OSB panel, Thor Matteson
  • Strength of poorly consolidated concrete, Jim Wilson
  • Beam Repair Advise, IRV FRUCHTMAN
  • footing - frost depth, David Topete
  • Tension load on AISC Framed Beam Connection, Rand W Holtham
  • 1997 UBC Section 1634 - Non-building Structures question, Soojin, Hur
  • Project Opportunity for RAM Structural System Data Expert, Phil Peterson
  • NH P. E., Ken Peoples
  • Ladders, Cages, Walkways and Stairs, Tom Skaggs
  • Residential Architectural Requirements, Gerard Madden, SE
  • Pakistan Building Code & Structural Engineers, Harold Sprague
  • Structureless roofs, John J. Treff
  • Deflection Criteria, Bhairavi
  • Two Positions Open at SE firm, GowanGroup
  • automated response, Jan Blok
  • ASCE 7-05 Wind Loads Changes, AWC Info
  • Ontario code changes [was Job Opportunity - Dayton, OH], Paul Ransom
  • Liability and the uninsured, Robert Freeman
  • Reliability of On Line Calculator, engineer101
  • Wind Tunnel testing, Paul Feather
  • Nova program on World Trade Tower Collapse, Christopher Wright
  • A325 Anchor rods?, G Vishwanath
  • COMPUTER: Exporting from MS Project to Excel, Polhemus, Bill
  • RE: Traffic Railing post loads, Polhemus, Bill
  • Wood Cg factor for sill plates, Eli Grassley
  • Pergola Lateral Support, Peder Golberg
  • shear values using staples and nails, Drew Morris
  • concrete embedments interaction equation, Joseph Grill
  • Pipe Supports (Tee type), Bhavin Shah
  • IRC 2006 anchor bolts!!!, Jim Wilson
  • RE: Related: shear values using staples and nails, Tom Skaggs
  • R-Factors Coldform hat sections, Roy Harrison
  • [no subject], Roy Harrison
  • [no subject], Roy Harrison
  • [no subject], Roy Harrison
  • [no subject], Roy Harrison
  • test, Roy Harrison
  • Thanks for A325 anchor rod replies., G Vishwanath
  • Virtual Desgin Office?, Avicpeng
  • phi in both sides of formula 14-1, Eugenio Aburto
  • Upgrading Your Computer OS (WAS: Virtual Desgin Office?), Polhemus, Bill
  • epoxy bonder and 1" topping slab in vehicle washing area, Haan, Scott M POA
  • RE: Who decides top of concrete level?, Mike Jones
  • Inverted Key vs Starter Wall, Mark Urback, P.E.

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