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Comments
Common Names
Common Uses
Countries of Distribution
Cutting Resistance
Distribution Overview
Drying Defects
Ease of Drying
Family Name
Grain
Heartwood Color
Kiln Schedules
Luster
Natural Durability
Numerical Data
Planing
Polishing
References
Regions of Distribution
Response to Hand Tools
Sapwood Color
Scientific Name
Strength Properties
Synonyms
Texture
Trade Name
Tree Size
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Synonyms
Mimusops littoralis
Common Names
Andaman bulletwood, Bulletwood, Dogola, Kalpali, Mohwa, Pinle-mohwa
Regions of Distribution
Oceania and S.E. Asia
Countries of Distribution
[VIEW MAP]
Burma, India
Common Uses
Agricultural implements, Boat building (general), Bridge construction, Cabinetmaking, Furniture, Heavy construction, Light construction, Mine timbers, Piling, Turnery, Vehicle parts
Distribution Overview
Thailand, Laos, Vietnam, Cambodia, Indomalesia, and Pacific Islands.
Heartwood Color
| Red |
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| Pink |
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| Purple |
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| Brown |
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| Reddish brown |
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| Dark brown |
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Sapwood Color
| White |
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| Yellow |
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| Pink |
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| Well defined |
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| Different than heartwood |
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Grain
| Straight |
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| Closed |
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| Interlocked |
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| Even |
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| Wavy |
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| Figure |
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| Weak (figure) |
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| Straight |
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| Interlocked |
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| Weak figure |
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| Wavy |
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Texture
Luster
Natural Durability
| Perishable |
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| Moderately durable |
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| Non-durable |
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| Non-resistant to termites |
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| Susceptible to insect attack |
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| Very durable |
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| Susceptible to marine borer attack |
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| Sapwood is susceptible to wood staining fungal attack |
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| Resistant to attack from marine borers |
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| Durable |
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Kiln Schedules
Drying Defects
| Splitting |
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| Slight surface checking |
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| Slight end splitting |
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| Severe surface checking |
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| Severe end splitting |
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| Moderate surface checking |
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| Moderate end spitting |
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Ease of Drying
Tree Size
| Tree height is 20-30 m |
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| Bole length is 0-10 m |
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| Tree height is 30-40 m |
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| Tree height is 40-50 m |
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| Trunk diameter is 100-150 cm |
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Comments
General finishing qualities are rated as good
Cutting Resistance
| Easy to saw |
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| Cutting Resistance with green wood is difficult |
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| Cutting Resistance with dry wood is difficult |
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Planing
| Planes well, to a good finish |
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Response to Hand Tools
| Easy to Work |
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| Easy to machine |
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| Difficult to machine |
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Polishing
Strength Properties
| Max. crushing strength = high |
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| Shrinkage, Radial = large |
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| Toughness-Hammer drop (Impact Strength) = very high |
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| Toughness-Hammer drop (impact strength) = high |
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| Shrinkage, Tangential = fairly large |
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| Modulus of Elasticity (stiffness) = very high |
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| Modulus of Elasticity (stiffness) = high |
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| Hardness (side grain) = very hard |
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| Bending strength (MOR) = medium |
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| Bending strength (MOR) = high |
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| Shrinkage, Tangential = large |
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| Shearing strength (parallel to grain) = very high |
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| Shearing strength (parallel to grain) = medium |
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| Modulus of Elasticity (stiffness) = very low |
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| Bending strength (MOR) = low |
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Numerical Data
| Item | Green | Dry | English |
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| Bending Strength | 10376 | 16126 | psi |
| Hardness | | 2940 | lbs |
| Impact Strength | | 64 | inches |
| Maximum Crushing Strength | 6899 | 9945 | psi |
| Shearing Strength | | 2695 | psi |
| Stiffness | 2101 | 2441 | 1000 psi |
| Radial Shrinkage | 6 | | % |
| Tangential Shrinkage | 9 | | % |
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| Item | Green | Dry | Metric |
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| Bending Strength | 729 | 1133 | kg/cm2 |
| Hardness | | 1333 | kg |
| Impact Strength | | 162 | cm |
| Maximum Crushing Strength | 485 | 699 | kg/cm2 |
| Shearing Strength | | 189 | kg/cm2 |
| Stiffness | 147 | 171 | 1000 kg/cm2 |
| Radial Shrinkage | 6 | | % |
References
Brown, W.H.,1978,Timbers of the World, No. 3 Southern Asia,TRADA, Red Booklet Series
Desch, H.E.,1954,Manual of Malayan Timbers (2 vols,Malayan Forest Records,no.15
Purkayastha, S.K.,1982,Indian woods: Their identifications, properties and uses, Vol. IV,Myrlacene to Symploceae,Controller of Publications, New Delhi
Sekhar, A.C., Bhatnagar, S.S.,1957,Physical and mechanical properties of woods tested at Forest Research,Institute Report V,Indian Forest Records (n.s) Timber Mechanics 1(6) pp123-35
Tewari, M.C., Jain, J.C.,1980,Utilization of Secondary Species,Journal of the National Building Organization 25(2) pp1-6
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