CQUniversity
Browse

Static and dynamic test results for 3.6 x 3.6 m Plywood Services low profile floor system

Download (12.49 MB)
report
posted on 2017-12-06, 00:00 authored by C McDowall
"This report describes the construction of, and static and dynamic tests performed on, a 3.6 x 3.6 m "low profile" floor system. The timber framing system comprised 200 x 35 mm x F8 bearers connected planar with 200 mm deep, double plyweb beams as joists. The walking surface of the floor was sheathed with 13 mm thick structural plywood glue/nailed to the bearers and joists. The two adjacent edge joists were at 360 mm centres with the internal joists at 480 mm centres. The underside of the floor was lined with 10 mm gyprock connected "in-situ" after the "plywood sheathed only" construction had been subjected to a full range of tests. The new construction was then subjected to the identical set of static and dynamic tests. A further dynamic test involving determination of the resonant frequency with the floor subjected to 1/3 of the live load was also performed."--p. (ii).

Funding

Category 1 - Australian Competitive Grants (this includes ARC, NHMRC)

History

Parent Title

TWP report

Start Page

1

End Page

27

Number of Pages

27

Publisher

CIAE

Place of Publication

Rockhampton, Qld.

Open Access

  • No

External Author Affiliations

Timber and Wood Products Research Centre;

Era Eligible

  • No

Usage metrics

    CQUniversity

    Exports

    RefWorks
    BibTeX
    Ref. manager
    Endnote
    DataCite
    NLM
    DC