Schizomeria Ovata (Australian white birch)


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Scientific Name
Schizomeria ovata

Trade Name
Australian white birch

Family Name
Cunoniaceae

Common Names
Australian white birch, Bea-bea, Black beech, Coachwood, Corkwood, Crab apple, Hambia, Humbug, Leather jacket, Malafelo, New South Wales white ash, Schizomena, Squeaker, White birch, White cherry

Regions of Distribution
Oceania and S.E. Asia

Countries of Distribution  [VIEW MAP]
Australia

Common Uses
Boxes and crates, Cabinetmaking, Coffins, Furniture, Heavy construction, Joinery, Light construction, Matches, Paneling, Plywood, Turnery, Veneer: decorative

Heartwood Color

White to cream
Pale brown
Greenish to greyish
Red

Sapwood Color

White to yellow
Paler than heartwood

Grain

Straight
Interlocked
Figure
Even
Distinct (figure)

 

Straight
Interlocked
Distinct figure

Texture

Fine
Fine

Natural Durability

Moderately durable
Non durable
Susceptible to attack from powder post (Lyctid & Bostrychid) beetles

Kiln Schedules

Kiln Drying Rate (in days) is slow
Kiln Drying Rate (in days) is rather slow
Kiln Drying Rate (in days) is rapid
Kiln Drying Rate (in days) is fairly rapid

Drying Defects

Slight twist/warp
Slight surface checking
Slight collapse and honeycomb
Moderate collapse and honeycombing

Ease of Drying

Easy

Kiln Drying Rate

Very slow (>28 days for boards < 32 mm, to >84 days for boards >= 63 mm)
Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm)
Rapid (<10 days for boards < 32 mm, to <30 days for boards >= 63 mm)
Fairly rapid (11-17 days for boards under 32 mm, to 31-51 days for boards greater than 63 mm)

Tree Identification

Bole/stem form is buttressed

Tree Size

Bole length is 0-10 m
Tree height is 0-10 m
Tree height is 10-20 m
Tree height is 20-30 m
Trunk diameter is 100-150 cm

Comments
General finishing qualities are rated as good

Cutting Resistance

Cutting Resistance with green wood is moderate
Cutting Resistance with dry wood is moderate

Gluing

Easy to glue

Moulding

Good finishing results

Nailing

Easy to nail

Planing

Planes well, to a good finish
Easy to plane

Response to Hand Tools

Easy to machine
Moderate working qualities

Routing & Recessing

Moderately easy

Screwing

Easy to screw

Veneering Qualities

No drying degrade. Dries flat without splitting
Easy to cut

Polishing

Good results

Staining

Finish is generally satisfactory

Strength Properties

Density (dry weight) = 38-45 lbs/cu. ft.
Bending strength (MOR) = low
Modulus of Elasticity (stiffness) = medium
Max. crushing strength = medium
Hardness (side grain) = soft
Density (dry weight) = 31-37 lbs/cu. ft.
Shrinkage, Tangential = moderate
Shrinkage, Tangential = large
Shrinkage, Tangential = fairly large
Shrinkage, Radial = very small
Shrinkage, Radial = small
Shrinkage, Radial = moderate
Shrinkage, Radial = large
Shrinkage, Radial = fairly large
Shearing strength (parallel to grain) = very low
Shearing strength (parallel to grain) = low
Modulus of Elasticity (stiffness) = very low
Modulus of Elasticity (stiffness) = low
Max. crushing strength = low
Max. crushing strength = high

Numerical Data

Item Green Dry English
Bending Strength 6111 9589 psi
Density 39 lbs/ft3
Hardness 995 lbs
Maximum Crushing Strength 4218 6664 psi
Shearing Strength 1221 psi
Stiffness 1426 1653 1000 psi
Weight 38 30 lbs/ft3
Radial Shrinkage 4 %
Tangential Shrinkage 8 %
Item Green Dry Metric
Bending Strength 429 674 kg/cm2
Density 624 kg/m3
Hardness 451 kg
Maximum Crushing Strength 296 468 kg/cm2
Shearing Strength 85 kg/cm2
Stiffness 100 116 1000 kg/cm2
Weight 608 480 kg/m3
Radial Shrinkage 4 %

References
Anderson, R.H.,1947,The Trees of New South Wales,New South Wales Department of Agriculture

Audas, J.W.,Native Trees of Australia,Whitcombe & Tombs PTY. Ltd

Australia – N.S.W. Forestry Commission,1968,Working Properties of some Native and Imported Timbers,Forestry Commission of New South Wales, Technical Publication No.8

Australia – N.S.W. Forestry Commission,1988,Furniture Timbers of New South Wales,Forest Commission, N.S.W., Aust. Tech. Publication No.1

Boas, I.H.,1947,The Commercial Timbers of Australia – Their Properties and Uses,Council for Scientific and Industrial Research, Melbourne

Bolza, E., Kloot, N.H.,1963,The Mechanical Properties of 174 Australian Timbers,C.S.I.R.O. Division of Forest Products Technological Paper,No.25

Bootle, K.R.,1971,The Commercial Timbers of New South Wales and their use,Angus & Robertson (publishers) PTY Ltd

Brown, W.H.,1978,Timbers of the World, No. 8 Australasia,TRADA, Red Booklet Series

Cause, M.L.; Rudder, E.J. and Kynaston, W.T.,1989,Queensland Timbers Their Nomenclature, Density, and Lyctid Susceptability,Queensland Department of Forestry, Technical Pamplet No.2

Forestry Commission of New South Wales,1987,Timbers used in New South Wales for Domestic Buildings,Forestry Commission of New South Wales, Technical Publication No.6

France – C.T.F.T.,1973,Investigations and Tests carried out on Tropical Timber by several,Research Laboratories,CTFT

Francis, W.D.,1951,Australian Rain-forest Trees,Commonwealth of Australia – Forestry and Timber Bureau

I.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer Cutting