FPL Roof Temperature and Moisture Model
Author : Anton TenWolde
Publisher :
Page : 72 pages
File Size : 46,55 MB
Release : 1997
Category : Attics
ISBN :
Author : Anton TenWolde
Publisher :
Page : 72 pages
File Size : 46,55 MB
Release : 1997
Category : Attics
ISBN :
Author : Paula D. Hilbrich Lee
Publisher :
Page : 24 pages
File Size : 20,76 MB
Release : 1996
Category : Wooden bridges
ISBN :
Author : James P. Wacker
Publisher :
Page : 20 pages
File Size : 11,8 MB
Release : 1998
Category : Wooden bridges
ISBN :
Author : Lola E. Hislop
Publisher :
Page : 16 pages
File Size : 34,76 MB
Release : 1996
Category : Wooden bridges
ISBN :
Author :
Publisher :
Page : 24 pages
File Size : 17,72 MB
Release : 2001
Category : Truss bridges
ISBN :
Author : James A. Kainz
Publisher :
Page : 28 pages
File Size : 44,27 MB
Release : 1996
Category : Wooden bridges
ISBN :
Author : Michael A. Ritter
Publisher :
Page : 20 pages
File Size : 26,63 MB
Release : 1996
Category : Wooden bridges
ISBN :
Author : Michael A. Ritter
Publisher : Datamotion Publishing LLC
Page : 916 pages
File Size : 24,70 MB
Release : 1990
Category : Wooden bridges
ISBN : 9781937299095
This report presents a comprehensive analysis of the design, construction, inspection, and maintenance of timber bridges.
Author : James P. Wacker
Publisher :
Page : 58 pages
File Size : 40,46 MB
Release : 2001
Category : Bridges
ISBN :
These standardized bridge plans are for superstructures consisting of treated timber. Seven superstructure types are included: five longitudinal and two transverse deck systems. Both HS20 and HS25 loadings are included, along with L/360 and L/500 deflection criteria.
Author : Alex C. Wiedenhoeft
Publisher : CreateSpace
Page : 98 pages
File Size : 11,17 MB
Release : 2015-06-26
Category : Covered bridges
ISBN : 9781508557845
Covered timber bridges are historic structures with unique aesthetic value. To preserve this value and maintain bridges in service, robust evaluation of their performance and safety is necessary. The strength of the timber found in covered bridges can vary considerably, not only because of age and condition, but also because of species and grade. For the practicing engineer or inspector evaluating a covered bridge, design values for existing wood members must be determined with as much accuracy as possible by account-ing for bridge-specific conditions. The current practice is to assign wood values for strength and moduli from existing specifications without specific reference to timber species, condition, or grade, which can result in an inaccurate assess-ment of the structure. This manual provides a walk-through for basic wood identification, inspection, condition assess-ment, field grading, and design value estimation for wood in covered bridges.