East African copal (Trachylobium verrucosum)
Family: Caesalpiniaceae
Common names: East African copal, Gum animi, Gum copal tree, Masandarusi, Mnyanza, Msandarusi, Mtandarusi, Munyama, Sibile
Distributed in: Ghana, Kenya, Tanzania (Africa)
Common uses: Boat building (general), Cabinetmaking, Door, Flooring, Flooring: commercial heavy traffic, Flooring: industrial heavy traffic, Furniture, Heavy construction, Joinery (external): ground contact, Joinery, Light construction, Piling, Plywood, Posts, Railroad ties, Toys, Turnery, Vats, Vehicle parts
Tree size: Trunk diameter is 150-200 cm
Colors: the heart isWhite, Yellowand the sapwoodWhite to yellow, Yellow.The grain isWeak figure, the textureMediumand the lusterDull
Natural durability: Susceptible to insect attack, Very durable
LightInduced Color Change: Darker
Kiln Schedules: UK=E US=T6D2/T3D1 Fr=5
Kiln Drying Rate: Rapid (<10 days for boards < 32 mm, to <30 days for boards >= 63 mm)
Drying Defects: Slight surface checking, Splitting
Ease of Drying: Rapidly
Tree Identification: Bole/stem form is straight
Blunting Effect: Blunting effect on machining is fairly severe
Boring: Easy
Cutting Resistance: Easy to saw
Gluing: Fairly Easy to Very Easy
Mortising: Finishes well
Moulding: Good finishing
Movement in Service: Good finishing
Nailing: Nails hold poorly, Possible if prebored
Planing: Very Good to Excellent
Resistance to Impregnation: Softwood is extremely resistant
Response to hand tools: Moderate working qualities
Screwing: Fairly Difficult to Very Difficult
; Turning: Poor to Very Poor Results
Painting: Fair to Good; Polishing: Very Good to Excellent; Varnishing: Very Good to Excellent;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
833 |
kg/m3 |
Bending Strength |
654 |
1024 |
kg/cm2 |
Crushing Strength |
485 |
699 |
kg/cm2 |
Hardness |
|
1333 |
kg |
Impact Strength |
|
101 |
cm |
Shearing Strength |
|
217 |
kg/cm2 |
Stiffness |
95 |
110 |
1000 kg/cm2 |
Tangential Shrinkage |
|
|
% |
Radial Shrinkage |
2 |
|
% |
Weight |
817 |
657 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 9310 | 14566 | psi | Density | | 52 | lbs/ft3 | Hardness | | 2940 | lbs | Impact Strength | | 40 | inches | Maximum Crushing Strength | 6899 | 9945 | psi | Shearing Strength | | 3100 | psi | Stiffness | 1358 | 1568 | 1000 psi | Weight | 51 | 41 | lbs/ft3 | Radial Shrinkage | 2 | | % | Tangential Shrinkage | 4 | | % | |
Density (dry weight) = 46-52 lbs/cu. ft. 0 Shrinkage, Tangential = very small Shrinkage, Radial = very small Density (dry weight) = 53-60 lbs/cu. ft Density (dry weight) = 61-67 lbs/cu. ft Max. crushing strength = high Hardness (side grain) = very hard Bending strength (MOR) = medium Toughness-Hammer drop (Impact Strength) = medium Shearing strength (parallel to grain) = very high Modulus of Elasticity (stiffness) = low Shrinkage, Tangential = small Shrinkage, Radial = small Shearing strength (parallel to grain) = high
Battiscombe, E.,1926,A Descriptive Catalogue of some of the Common Trees and Woody Plants of,Kenya Colony,Crown Agents for the Colonies LondonBengough, C.C.,1971,Commercial Timbers of Kenya,Ministry of Natural Resources Forest Department, KenyaBois, P.J.,1966,The Strength Properties of Tanzania Timbers,Tanzania Forest Div. Util. Sec. Moshi Tech. Note, No.35Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchBryce, J.M.,1967,Commercial Timbers of Tanzania,Tanzanian Forestry Division Util. Sec. MoshiDale, I.R., Greenway, P.J.,1961,Kenya Trees and Shrubs,Buchanans Kenya Estates Ltd. Nairobi Hatchards LondonGrant, D.K.S.,1934,Some Local Timbers,Tanzania Forest DepartmentIrvine, F.R.,1961,Woody Plants of Ghana,O.U.P. LondonMurira, K.,1984,Natural Durability Tests of Tanzanian Timbers 1955 - 1982,Tanzania Forestry Research Institute, Timber Utilisation Research Centre,,Moshi.Palgrave, K.C.,1977,Trees of Southern Africa,Cape Town South AfricaPatterson, D.N.,1963,The strength of Kenya timbers, their derivation and application,Kenya Forestry Department Research Bulletin,No.23Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7Tanzania Forest Department,1963,Trachylobium verrucosum (Mtandarusi,Tanzania Forest Div. Util. Sec. Moshi - Timbers of TanganyikaTanzania Forest Department,1966,Flooring Timbers,Tanzania Forest Div. Util. Sec. Moshi - Timbers of TanganyikaTanzania Forest Division,1966,Kiln Drying Schedules for Tanzania Timbers Technical Note no.38,Tanzania Forest Div. Util. Sec. MoshiTanzania Forest Division,1967,Pygeum africanum (Mkomotoyo,Tanzania Forest Div. Util. Sec.,Moshi - Timbers of TanganyikaTanzania Forest Division,1967,The Weights and Shrinkage of some Local Timbers,Tanzania Forest Div. Util. Sect. Technical Note,No.25Timber Development Association,1948,Some New Timbers and Their Uses No. 34,Timber Development Association Limited, London [TRADA]Wimbush, S.H.,1950,Catalogue of Kenya Timbers,Govt. Printer Nairobi Kenya
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