DR. JOHN MICHAEL DENNY, DDS, MSD
Dentist at 185 St, Seattle, WA
License number
Washington DE00004484
Category
Dentist
Type
Orthodontics and Dentofacial Orthopedics
Address
Address
2
747 N 185Th St, Seattle, WA 98133
3333 Sahalee Way NE, Redmond, WA 98074
3333 Sahalee Way NE, Redmond, WA 98074
Phone
(206) 542-7000
(425) 898-9368
(425) 898-9368
Personal information
See more information about JOHN MICHAEL DENNY at radaris.comName
Address
Phone
307 S Clark St, Aberdeen, WA 98520
600 Storie Ln, Cle Elum, WA 98922
Professional information
At University Of Washington Department Of Orthodontics
Position:
Orthodontist at Highlands West Dental, Affiliate Associate Professor at University of Washington Department of Orthodontics
Location:
Greater Seattle Area
Industry:
Hospital & Health Care
Work:
Highlands West Dental
since Jan 2005
-
Orthodontist
University of Washington Department of Orthodontics
since Oct 2004
-
Affiliate Associate Professor
United States Air Force Dental Corps
Jul 1999 - Jul 2004
-
Orthodontic Consultant to the AF Surgeon General
Education:
University of Washington School of Dentistry 1970 - 1974
DDS, Dentistry
DDS, Dentistry
Dr. John M Denny, Shoreline WA - DDS (Doctor of Dental Surgery)
Specialties:
Orthodontics, Orthodontics & Dentofacial Orthopedics
Address:
747 N 185Th St, Shoreline 98133
(206) 542-7000 (Phone)
(206) 542-7000 (Phone)
Languages:
English
John Michael Denny, Shoreline WA
Specialties:
Dentist
Address:
747 N 185Th St, Shoreline, WA 98133
Top Hung Truss
US Patent:
4630424, Dec 23, 1986
Filed:
Sep 14, 1984
Appl. No.:
6/651041
Inventors:
George F. Eberle - St. Louis MO
Karl L. Bickel - O'Fallon MO
John M. Denny - Renton WA
Karl L. Bickel - O'Fallon MO
John M. Denny - Renton WA
Assignee:
Lumbermate Company - St. Louis MO
International Classification:
E04C 317, E04C 3292
US Classification:
52693
Abstract:
At each end of a top hung wood truss one or more end webs are attached to top chord by connector plates which not only embed in the end webs and the top chord in the region of the joint between them, but also extend outwardly beyond the joint in the form of legs that embed within the chord extension, that is the portion of the top chord which extends beyond the joint and rests on the bearing surface that supports the truss. Indeed, the outwardly projecting leg of each connector plate is located over the bearing surface, its lower margin being close to the underface of the chord extension to lessen the tendency of wood fibers in the top chord to crush in that region. The plate strengthens the top chord at its extension, enabling it to better withstand the shear forces and moments that are within the chord extension. Furthermore the axial forces which are transmitted longitudinally by the top chord and any oblique web at the end of the truss intersect well within the confines of the connector plates, so that extreme eccentricity and accompanying high moments do not develop in the plates.