Potential of plantation-grown eucalypts for structural sawn products. II. Eucalyptus nitens(dean and maiden) maiden and E. regnans F. MuelL

Australian Forestry

Volumn 59, Issue 2, 1996, Pages 99-107

  Yang, J L ^a   Waugh, G ^a  

^a CSIRO   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0002805747     PISSN: 00049158     EISSN: None     Source Type: Journal    
DOI: 10.1080/00049158.1996.10674674     Document Type: Article

References (10)

1. AS/NZS (1992). Timber -Stress-graded - In-grade Strength and Stiffness Evaluation. Standards Australia and Standards New Zealand AS/NZS 4063:1992.
2. Chafe, S.C. (1981). Variations in longitudinal growth stress, basic density and modulus of elasticity with height in the tree. J. Australian Forest Research 11:79-82.
3. Dadswell, H.E. (1958). Wood structure variations occurring during tree growth and their influence on properties. J. Institute of Wood Science 1:11-33
4. Kingston, R.S.T. and Risdon, C.J. (1961). Shrinkage and Density of Australian and Other South-west Pacific Woods. CSIRO Div. For. Prod. Technological Paper No.13 65pp.
5. SAA (1979). Visually Stress-graded Hardwood for Structural Purposes. Standards Association of Australia. AS 20821979
6. SAA (1986a). Timber - Classification into Strength Groups. Standards Association of Australia AS 2878-1986.
7. SAA (1986b). Timber - Softwood - Visually Stress-graded for Structural Purposes. Standards Association of Australia AS 2858-1986.
8. SAA (1988). Timber Structures Known as SAA Timber Structures Code Part 1 Design Methods. Standards Association of Australia AS 1720.1-1988.
9. Thein, S. (1988). Strength Grouping of Regrowth Eucalyptus regnans. Masters Thesis, The Australian National University 154pp.
10. Yang J.L. and Waugh, G. (1996). Potential of plantation-grown eucalypts for structural sawn products. I. Eucalyptus globulus Labill. ssp. globulus. Australian Forestry (in press)