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Australian White Cypress (Callitis glauca.)
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Mechanical Property |
Green |
MC 12 per cent |
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Density (lb/cu. ft) |
35.9 |
41.9 |
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Static bendings: |
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|
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Stress at LP*(lb/sq.in.) |
5950 |
8520 |
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Modulus of rupture (lb/sq.in.) |
10,300 |
11,400 |
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Modulus of elasticity (1000 lb/sq. in.) |
1110 |
1300 |
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Compression parallel to grain: |
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|
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Stress at LP* (lb/sq.in.) |
4080 |
4450 |
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Max. crushing strength (lb/sq.in.) |
5220 |
7610 |
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Modulus of elasticity (1000 lb/sq. in.) |
1240 |
1220 |
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Maximum shear strength: |
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|
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Radial (lb/sq.in.) |
1400 |
1510 |
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Tangential (lb/sq.in.) |
1440 |
1590 |
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Impact (toughness value): |
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|
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Radial (in./lb) |
111 |
60 |
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Tangential (in./lb.) |
117 |
70 |
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Impact (Izod value): |
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|
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Radial (ft./lb.) |
6.0 |
3.2 |
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Tangential (ft./lb.) |
8.2 |
4.2 |
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Cleavage (Max. cleavage strength): |
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|
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Radial |
196 |
141 |
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Tangential |
247 |
214 |
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Compression Perpendicular to Grain: (6"x2"x2" specimen) |
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|
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Stress at LP* |
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|
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Radial (lb./sq.in.) |
1330 |
2340 |
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Tangential (lb./sq.in.) |
1380 |
2380 |
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Stress at 0.1in. |
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Radial (lb./sq.in.) |
2150 |
3370 |
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Tangential (lb./sq.in.) |
2130 |
3740 |
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Hardness (Janka Hardness Value): |
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|
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Radial (lb.) |
1040 |
1370 |
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Tangential (lb.) |
1020 |
1380 |
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End (lb.) |
1120 |
1760 |
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Tension: |
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|
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Stress at LP* (lb./sq.in.) |
1120 |
1850 |
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Max. Torsional Shear Strength (lb./sq.in.) |
1870 |
2050 |
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Modulus of Rigidity(1000 lb./sq.in.) |
124 |
182 |
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Durability # |
Class 1 |
Class 1 |
* Limit of Proportionality
# Durability Classification (Life in Ground)
Class 1 - Extremely Durable...............25-50 years
Class 2 - Durable ...............................15-25 years
Class 3 - Moderately Durable.............8 -15 years
Class 4 - Non Durable.........................less than 8 years
Copyright © A.C.E.
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