Structural Engineers of New Hampshire
DATE: Tuesday, November 14, 2000
PLACE: Red Hook Brewery, Portsmouth
RE: Membership Meeting (2.0 PDH Assigned)
ATTENDANCE:
Dana Adams Opechee Construction Tamas Horvath UNH Civil Engineering student
Geoffrey Aleva Civil Consultants John Ingwersen MIT Lincoln Labs
Matt Allen JSN Associates Sean James Hoyle, Tanner & Assoc.
Joe Allwarden Maguire Group Jay Kaknes AMSCO Inc.
Deva Alves Kimball Chase Jeff Karam Maguire Group
Jason Ayotte Hoyle, Tanner & Assoc. Jim Karmozyn HEB/Civil Engineers
Josh Bartlett Wood Structures, Inc. Scott Kibby UNH Civil Engineering student
Ed Bergeron
HEB/Civil Engineers Ron Kief Maguire Group
Jason Blais
Opechee Construction Dave Konieczny Pyramid Engineering
Steven Blake
UNH Civil Engineering student
Dennis LaBombard LaBombard Engineering
Sara Bradley
Provan & Lorber, Inc. Laurent Levesque JGE Enterprises
Robert Busby
Kalwall Corp.
Jeff Long
Hoyle, Tanner & Assoc.
Bob Champagne
Kimball Chase
Matt Low
Hoyle, Tanner & Assoc.
Ray Cook
Prof., University of NH
Josh Lund
Vollmer Associates
Louis Cote III
Steffensen Engineering
Charles Macklin
UNH Civil Engineering student
Normand Cote
NGC Structural LLC
Dave Macolini
JSN Associates
Cheryl Coviello
VHB
Nathan Maher
JSN Associates
Tony Coviello
Simpson Gumpertz & Heger
Kenneth Marshall
Foley & Buhl Engineering
Ray Cowan
SFC Engineering Partnership
Don Mayo
Consultant
Kathy Dougherty
Consultant Chad Montrose Rist Frost Shumway Eng.
Khaldoun Doukmak
JSN Associates Raymond Morin
Consultant
Bob Durfee
Hoyle, Tanner & Assoc. Jeffrey Nawrocki
JSN Associates
David Emanuel
Emanuel Engineering Christian OConnor
SFC Engineering Partnership
Fred Emanuel
Emanuel Engineering John Pettit
Turner Group
George Fallet
Consultant William Poole
UNH Civil Engineering student
Joel Fisher
Rist Frost Shumway Eng. Stephen Richard
Steffensen Engineering
Shallan Fitzgerald
UNH Civil Engineering student
Tom Rigg
SFC Engineering Partnership
Jason Fogg
UNH Civil Engineering student
Alex Ross
Emanuel Engineering
Roger Gayer
Structures Unlimited Jason Ross
HEB/Civil Engineers
Paul Goldberg
Pro Con Rich Rouleau
UNH
Marty Gorham
JSN Kyle Roy
Kimball Chase
Tim Grant
TL Grant Engineering Hossein Salehkhou JSN Associates
Jesse Greeley
HEB/Civil Engineers Peter Steffensen Steffensen Engineering
Richard Haigh
UNH Civil Engineering student Bruce Stewart
Provan & Lorber, Inc.
Bill Hanson
Wood Structures, Inc. Robert Tarquinio Parkview Consulting
Ken Harriman
SFC Engineering Veronica Thibodeau Turner Group
Robert Hartford
Kalwall Corp Matt Tibbetts
Duncan Galvanizing
Phil Henry
UNH Civil Engineering student
Ben Tirey
Consultant
Bill Hickey
Turner Group Jeff Tirey
Tirey & Associates
Emily Hoober
UNH Civil Engineering student
Jeff Trexler
Trexler Engineering
Peter
Zelonis
UNH Civil Engineering student
Guest Speaker: Dave
Matychowiak
I. BUSINESS MEETING: The meeting began at 7:15 pm after the social time and dinner, and ended at 7:35 pm.
New member was announced: George Horowitz, Consultant. New associate members were announced: Deva Alves, Kimball Chase Co.; Robert Champagne, Kimball Chase Co.
Dennis LaBombard reviewed the HSS Design Seminar on October 3, 2000.
Bob Durfee reported on the NCSEA 2000 Annual Convention in San Antonio, TX.
Vermont has formed a structural engineers association.
The New England delegates formed a New England Delegation to share information on technical speakers and business practices.
The AISC Code of Standard Practice is posted on its web site: highlights include:
Contractor must obtain permission to re-use electronic design drawings.
3 alternatives for connection design: by engineer, engineer specifies connection type, by fabricator.
NCSEA minimum requirements for structural engineers: BS with minimum core requirements - steel, concrete, wood; determinate & indeterminate analysis; ethics (ASCE wants MS required for P.E.s)
Bob Durfee announced the NCSEA 2001 Annual Convention on October 5, 6 &7 in Manchester, NH. Bob is chairman of the subcommittee for the event and needs volunteers to create a program. Speakers, agenda and social activities need to be organized.
Bob Durfee announced that NCSEA seeks input for Structures magazine.
Dave Konieczny announced the SENH March 21 meeting with Steve Brophy, financial planner, as guest speaker, Manchester location. He announced the SENH May meeting (first half of May) with RISA providing the technical presentation.
Dave Konieczny, Student Member Committee Board liaison, introduced the UNH students attending tonights Portsmouth meeting. Dave asked for corporate sponsorship for the cost of meals for students attending tonights meeting.
Jeff Tirey reported on the Snow Load Mapping Committee: Wayne Tobiason, Research Civil Engineer, retired, CRREL, helped to develop all U.S. snow load maps. At the October 25 ASCE-7 meeting, Wayne promoted inclusion by reference the SENH/CRREL NH Snow Load Mapping work into ASCE-7 commentary. It was accepted for inclusion by reference into the commentary with a full table of values and will be cited as an example for others to follow. SENH case studies to be completed by the end of November for submittal to ASCE by SENH/CRREL. CRRELs web site has the first publication of committee results which can also be accessed via the SENH web site Snow Load Mapping Committee link.
The January 23, 2001 SENH dinner meeting was announced, with NH DOT bridge rating as the technical presentation, at The Common Man, Concord, NH.
II. TECHNICAL PRESENTATION
Dave Matychowiak, accompanied by John Hanson, Wood Structures, Inc. Light Gauge Steel Truss Division, provided a presentation on steel roof trusses in a question and answer format. Dave is Manager of Design for light gauge steel trusses at Wood Structures. Wood Structures utilizes steel members made by Mitek for its roof trusses. Dave made the transition to working full time with steel trusses in 1997. The limitations associated with the use of fire-treated wood for trusses led to the interest in light gauge steel for roof truss construction. Dave provided cost comparisons between wood and light gauge steel roof trusses. Manufacturing cost for steel trusses in 1999 was 1.25 times wood truss cost. Light gauge steel trusses have found cost effective application in non-combustible construction, including 4 story or more hotel type buildings having attics without sprinklers and with fire stops. Insurance for non-combustible construction can be one third the cost relative to combustible construction.
Currently, light gauge steel roof trusses are unlikely to be used for residential construction in the northeast U.S. Common applications are for hotels, schools, Alzheimer wings of assisted care facilities, retail and are commonly driven by insurance costs. Connecticut has been at the forefront in New England for enforcement, focusing on golf course clubhouses and assembly spaces. Maine has instituted, in 2000, requirements for design of non-combustible schools. Dormitory buildings are another common application for light gauge steel trusses. Wood Structures has been focused on roof trusses only and will soon offer Mitek accessories such as bracing and hangers. Wall panels and floor trusses may be offered soon in light gauge steel by Wood Structures. Manufacturing/delivery schedules for steel versus wood roof trusses are the same, at about 3 to 4 weeks.
Light gauge steel members in roof trusses are color coded and engraved to indicate gauge of steel. Wood Structures steel roof trusses are limited to 2-ply girder trusses, which often substitute for 3-ply wood girder trusses. Roof truss deflections are less for steel trusses than for wood trusses. Connection capacities are limited by steel gauge. Steel truss bearing length of 4" minimum is typically acceptable. Steel truss length of 80 feet is the shipping limit. A maximum steel truss length of 65 feet is Wood Structures experience to date. Erection handling is very critical for long steel trusses. Piggyback steel roof trusses are similar to wood systems. Light gauge steel roof trusses are erected faster than wood roof trusses.
Dave discussed bracing requirements for light gauge steel roof trusses. Diagonal bracing is extremely important. Responsibility for bracing is often misunderstood. Bracing is sometimes omitted during construction. Erection bracing is specified in TPI HIB-91. Group/gang truss erection may be a good requirement for long trusses. Bracing for steel trusses is similar to bracing for wood trusses. A hindrance to proper bracing is lack of fees for bracing/connection design. WTCA is campaigning for certified truss installers. Dave made available literature describing the Mitek Ultra-span steel truss system and an installation guide by Light Gauge Steel Engineers Association.
Meeting adjourned at 9:10 pm.