 |
 |
 |
 |
Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
576 |
kg/m3 |
Bending Strength |
654 |
1024 |
kg/cm2 |
Crushing Strength |
275 |
449 |
kg/cm2 |
Hardness |
|
451 |
kg |
Impact Strength |
|
|
cm |
Shearing Strength |
|
109 |
kg/cm2 |
Stiffness |
95 |
110 |
1000 kg/cm2 |
Tangential Shrinkage |
|
|
% |
Radial Shrinkage |
3 |
|
% |
Weight |
560 |
448 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  |
Item | Green | Dry | English |
Bending Strength | 9310 | 14566 | psi |
Density | | 36 | lbs/ft3 |
Hardness | | 995 | lbs |
Maximum Crushing Strength | 3916 | 6397 | psi |
Shearing Strength | | 1560 | psi |
Stiffness | 1358 | 1568 | 1000 psi |
Weight | 35 | 28 | lbs/ft3 |
Radial Shrinkage | 3 | | % |
Tangential Shrinkage | 6 | | % |
|
Modulus of Elasticity (stiffness) = low
Hardness (side grain) = soft
Shrinkage, Tangential = small
Shrinkage, Radial = small
Shearing strength (parallel to grain) = low
Max. crushing strength = medium
Density (dry weight) = 38-45 lbs/cu. ft.
Density (dry weight) = 31-37 lbs/cu. ft.
Bending strength (MOR) = medium
Banks, C.H., Schoeman, J.P., Otto, K.P.,1977,The Mechanical Properties of Timbers with particular reference to South,Africa,South African Forestry Research Institute Bulletin,(Ed.,Schoeman, J.P. 1973 & Otto K.P. 1976,No.48Banks, C.H.,1970,The Durability of South African Wood and Wood Base Building Materials,South African Forestry Journal,No.75Scott, M.H.,1935,Weights of South African Growth Timbers,South African Department of Agriculture and Forestry Bulletin,No.145,Forest Products Institute, Forestry Series No.1Wyk Van, B.E.,1982,Keur (Virgilia orobordes): A feasible indigenous hardwood for the South,African Forestry Industry,South African Forestry Journal 122 pp49-5