Long-Term Tests of 4 x 2 Parallel-Chord Metal-Plate-Connected Wood Trusses: Addendum to Research Report 81-1
Percival, Donald H.; Suddarth, Stanley K.
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https://hdl.handle.net/2142/54753
Description
Title
Long-Term Tests of 4 x 2 Parallel-Chord Metal-Plate-Connected Wood Trusses: Addendum to Research Report 81-1
Author(s)
Percival, Donald H.
Suddarth, Stanley K.
Issue Date
1989
Keyword(s)
Buildings
Building materials
Construction
Abstract
Parallel-chord metal-plate-connected wood trusses of four different designs were load-tested to destruction in 1977. Trusses from the same manufacturing lots were then tested under design dead load plus one-half live load for ten years. Creep deflection perfonnance records were kept over the ten-year period and are reported in this document. Strength tests of the trusses that had carried the ten-year load were conducted and are reported and compared with the original test results. Creep performance generally was as expected for wood with superimposed annual cyclic effects. With the exception of one set of trusses, no significant strength or stiffness losses were observed between the 1977 and 1987 tests.
Publisher
Small Homes Council - University of Illinois Urbana-Champaign
Series/Report Name or Number
Research Report 89-2
Type of Resource
image
text
Language
en
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http://hdl.handle.net/2142/54753
Sponsor(s)/Grant Number(s)
U.S. Department of Housing and Urban Development, Federal Housing Authority
Truss Plate Institute
Copyright and License Information
Copyright 1989 Board of Trustees of the University of Illinois
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