9 million tramping feet on a hardwood floor
In This Series
- Solid rectangular column factors (sawn sections) loads at unit stress
- solid rectangular column factors (planed sections) April 1962
- solid rectangular beam factors (sawn sections) uniformly distributed loads at unit stress (continued) - April 1962
- solid rectangular beam factors (planed sections) uniformly distributed loads at unit stress - April 1962
- resistance of wood to decay - June 1974
Strolling, dancing, shuffling, tramping. Nine million pairs of feet have passed this way. But the floor today still keeps its luxury look, its new appearance. It is a hardwood floor installed nine years ago at the Royal Festival Hall, London. No doubt about hardwood floors—they last.
Suggested Reading
Dynamic response of timber flitch beams
Through experimental analysis, James Norman, Joel Ross, Robbie Kirkbride and Toby Hill-Smith outline the damping exhibited in these complex beams.
Article from Timber 2017 Industry Yearbook
01/03/2017 | Magazine Article
A motorway service station - but not as we know it
Exposed timber structures sympathetic to their rural surroundings are at the heart of a recently opened motorway service station in Gloucester.
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Joinery: natural retreat
Outright winner of the prestigious Wood Awards 2017, the Coastal House is a showcase for the many uses of timber and some fine joinery.
Article from Timber 2018 Industry Yearbook
15/05/2018 | Magazine Article
