
Acrocarpa (Acrocarpus fraxinifolius)
Family: Leguminosae
Common names: Acrocarpa, Acrocarpo, Belanji, Dieng-ji-rep, Hantige, Havulige, Karingodi, Kilingi, Konne, Kurangadi, Kurangan, Kurangandi, Kuranjam, Ling-kung, Malam, Malam konnei, Malam konnei kurangadi, Malankonnai, Malaveppu, Mallay kone, Mandan, Mandane, Mandania, Mandlin, Mandling, Marivenga, Mayahin, Mayahnin, Mundani, Narivenga, Nelrai, Nezrai, Nyi, Pink cedar, Shegappu agili, Shingle tree, Taung-dama, Taungdama, Yetama
Distributed in: Bhutan, Burma, Cuba, India, Pakistan, Uganda, Zimbabwe (Africa, Oceania and S.E. Asia)
Common uses: Boxes and crates, Flooring, Furniture, Heavy construction, Joinery, Light construction, Millwork, Oars, Plywood, Posts, Railroad ties, Shingles, Tool handles, Vehicle parts, Veneer
Colors: the heart isPale red to pinkand the sapwoodDifferent than heartwood, White to yellow.The grain isWavy, the textureFineand the lusterMedium
Natural durability: Moderately durable, Non durable
Kiln Schedules: UK=C US=T3C2/T3C1 Fr=3
Kiln Drying Rate: Kiln drying rate (green to 12% mc) is rapid, typically from less than 10 days for a board under 32 mm, to less than 30 days for a board 63 mm and thicker.
Drying Defects: Moderate end spitting, Severe end splitting
Ease of Drying: Easy
Tree Identification: Bole/stem form is buttressed
Comments: General finishing qualities are rated as good
Cutting Resistance: Cutting Resistance with green wood is easy
Gluing: Easy to glue
Resistance to Impregnation: Heartwood is resistant
Response to hand tools: Fairly Difficult to Difficult to Work
Polishing: Satisfactory;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
624 |
kg/m3 |
Bending Strength |
744 |
1159 |
kg/cm2 |
Crushing Strength |
334 |
522 |
kg/cm2 |
Hardness |
|
752 |
kg |
Impact Strength |
|
86 |
cm |
Shearing Strength |
|
109 |
kg/cm2 |
Stiffness |
105 |
122 |
1000 kg/cm2 |
Tangential Shrinkage |
6 |
|
% |
Radial Shrinkage |
2 |
|
% |
Weight |
608 |
496 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 10588 | 16493 | psi | Density | | 39 | lbs/ft3 | Hardness | | 1658 | lbs | Impact Strength | | 34 | inches | Maximum Crushing Strength | 4757 | 7433 | psi | Shearing Strength | | 1560 | psi | Stiffness | 1496 | 1738 | 1000 psi | Weight | 38 | 31 | lbs/ft3 | Radial Shrinkage | 2 | | % | Tangential Shrinkage | 6 | | % | Volumetric Shrinkage | 8 | | % | |
Density (dry weight) = 38-45 lbs/cu. ft. Shrinkage, Tangential = small Max. crushing strength = medium Bending strength (MOR) = medium Shrinkage Volumetric = very small Modulus of Elasticity (stiffness) = medium Modulus of Elasticity (stiffness) = high Max. crushing strength = high Bending strength (MOR) = high Toughness-Hammer drop (Impact Strength) = medium Toughness-Hammer drop (Impact Strength) = low Shrinkage, Volumetric = small Shrinkage, Radial = small Shearing strength (parallel to grain) = low Modulus of Elasticity (stiffness) = very low
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.48Bourdillon, T.F.,1908,The Forest Trees of Travancore,Travancore Government PressClifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonGamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. LondonHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.Nazma,1981,A handbook of Kerala Timbers,Kerala Forest Research Institute Research Report, No.9Pearson, R.S., Brown, H.P.,1932,Commercial Timbers of India,Govt. Printer Calcutta,2 volsRamesh, Rao K., Purkayastha, S.K.,1972,Indian Woods - Their Identification Properties and Uses,Dehra Dun India,Vol. 3Rehman, M.A.,1956,The Seasoning behaviour of Indian Trees,Indian Forest Bulletin (N.S.) Wood Seasoning No. 198Tewari, M.C., Jain, J.C.,1980,Utilization of Secondary Species,Journal of the National Building Organization 25(2) pp1-6Uganda Forest Department,1969,The Shrinkage of Some Ugandan Timbers,Uganda Forestry Department Timber Leaflet,No.47Uganda Forestry Department,1954,Pilot tests of strength properties of some Ugandan grown timbers,Uganda Forest Department Timber leaflet No. 46
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