Enleva (Pteleopsis myrtifolia)
Family: Combretaceae
Common names: Enleva, Makwengi, Makwenzi, Mbilibili, Menangara, Mepaupera, Mepepera, Mgofu, Mhovu, Mkaraka, Mlakwenzi, Mlindi, Mnepa, Mogoru, Mparu, Msonsole, Mssimossole, Mufundabalu, Muliakwenzi, Mungoloze, Murrepa, Musikanyembe, Mussunganhemba, Musunganayemba, Musungawadzimba, Mwindi, Sunganhemba, Two winged pteleopsis, Umsunganyama, Wa nyangwe
Distributed in: Angola, Malawi, Mozambique, Tanzania, Zimbabwe (Africa)
Common uses: Cabinetmaking, Decks, Flooring, Furniture, Heavy construction, Joinery, Light construction, Musical instruments, Plywood, Railroad ties, Sporting Goods, Toys, Turnery, Veneer: decorative
Tree size: Tree height is 10-20 m
Colors: the heart isGreenish to greyish, Reddish brownThe grain isStraight, the textureMediumand the lusterLow
Natural durability: Susceptible to attack from powder post (Lyctid & Bostrychid) beetles, Susceptible to attack from termites (Isoptera)
Kiln Schedules: Dry at a slow speed
Drying Defects: Slight surface checking
Ease of Drying: Fairly Easy
Tree Identification: Bole/stem form is not buttressed
Cutting Resistance: Cutting Resistance with green wood is easy
Gluing: Easy to glue
Nailing: Easy to nail, Possible if prebored
Planing: Planes well, to a good finish
Resistance to Impregnation: Heartwood is resistant
Response to hand tools: Moderate working qualities
Turning: Fairly Easy to Very Easy
Polishing: Satisfactory; Varnishing: Satisfactory
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- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
753 |
kg/m3 |
Bending Strength |
654 |
1024 |
kg/cm2 |
Crushing Strength |
485 |
699 |
kg/cm2 |
Hardness |
|
1333 |
kg |
Impact Strength |
|
|
cm |
Shearing Strength |
|
200 |
kg/cm2 |
Stiffness |
117 |
135 |
1000 kg/cm2 |
Tangential Shrinkage |
|
|
% |
Radial Shrinkage |
3 |
|
% |
Weight |
737 |
592 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 9310 | 14566 | psi | Density | | 47 | lbs/ft3 | Hardness | | 2940 | lbs | Maximum Crushing Strength | 6899 | 9945 | psi | Shearing Strength | | 2847 | psi | Stiffness | 1665 | 1923 | 1000 psi | Weight | 46 | 37 | lbs/ft3 | Radial Shrinkage | 3 | | % | Tangential Shrinkage | 6 | | % | |
Density (dry weight) = 46-52 lbs/cu. ft. Density (dry weight) = 53-60 lbs/cu. ft Shrinkage, Radial = very small Shrinkage, Radial = small Shrinkage, Tangential = very small Shrinkage, Tangential = small Shrinkage, Tangential = moderate Max. crushing strength = high Bending strength (MOR) = medium Shrinkage, Tangential = fairly large Shrinkage, Radial = moderate Hardness (side grain) = very hard Density (dry weight) = 38-45 lbs/cu. ft. Density (dry weight) = 31-37 lbs/cu. ft. Shearing strength (parallel to grain) = high Modulus of Elasticity (stiffness) = medium
Banks, C.H. and J.P. Schoeman. 1963. Railway Sleeper and Crossing Timbers. Bulletin No. 41, Republic of South Africa. The Government Printer, Pretoria, South Africa.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.48Barreto, L.S.,1967,Madeiras de Mocambique - Estrutura do Lenho,Universitarios de Mocambique Serie, 1Bolza, 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. MoshiFerreirinha, M.P.,1955,Catalogo des Madeiras de Mocambique (pt 1,Min. do Ultramar Junta Invest. do Ultranar Memorias Serie Botanica, 2Goldsmith, B., Carter, D.T.,1981,The Indigenous Timbers of Zimbabwe,Forestry Commission, Zimbabwe Research Bulletin No.9McCoy-Hill, M.,1955,Timbers of Tanganyika - Mulugu and Mkaraka,Timber Technology,63(2187, p20Murira, K.,1984,Natural Durability Tests of Tanzanian Timbers 1955 - 1982,Tanzania Forestry Research Institute, Timber Utilisation Research Centre,,Moshi.Takahashi, 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,1960,The Natural Durability of Local Timbers,Tanzanian Forest Dept. Tech. Note,No.14Tanzania Forest Division,1967,The Weights and Shrinkage of some Local Timbers,Tanzania Forest Div. Util. Sect. Technical Note,No.25Timber Information Assoc. Ltd.,1947,Notes on East African Timbers,TRADA, Timber Information, No.28White, F.,1962,Forest Flora of Northern Rhodesia,O.U.P. London
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