Indian white cedar (Dysoxylum malabaricum)
Family: Meliaceae
Common names: Bili devdari, Bombay white cedar, Devagarige, Indian white cedar, Porapa, Vella agil, Velley agil
Distributed in: India (Oceania and S.E. Asia)
Distribution overview: Grows in the evergreen forests of the Western Ghats, North Kanara, Coorg, Anamalais, and Travancore regions in India.
Common uses: Building construction, Building materials, Casks, Construction, Cooperages, Furniture , Furniture components, Furniture squares or stock, Interior construction, Joinery, Light construction, Rough construction
Environment profile: Status has not been officially assessed
Tree size: Tree height is 40-50 m
Colors: the heart isWhite, Yellowand the sapwoodWhite, Yellow.The grain isWavy, the textureSlightly coarseand the lusterMedium
Natural durability: Resistant to powder post beetles, Susceptible to insect attack
Odor: Typically scented
Kiln Drying Rate: Naturally dries quickly
Drying Defects: Checking, Distortion
Ease of Drying: Rapidly
Comments: The wood is described as moderately hard to hard and strong, with stiffness strength about equal to that of Burma teak (Tectona granids ). Maximum crushing strength is rated as about 19 percent below that of teak. It is used locally for purposes for which good quality, but not especially attractive, timber is required
Blunting Effect: Little
Boring: Fairly easy to very easy
Cutting Resistance: Moderate to saw
Gluing: Fairly Easy to Very Easy
Nailing: Fairly Easy to Very Easy, Very Good to Excellent
Planing: Very Good to Excellent
Resistance to Impregnation: Permeable sapwood
Response to hand tools: Fairly Difficult to Difficult to Work
Veneering qualities: Veneers easily, Veneers moderately easy
Turning: Fairly Easy to Very Easy
Polishing: Very good;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
 |
 |
 |
 |
Item |
Green |
Dry |
Metric |
Specific Gravity |
0,54 |
0,62 |
|
Density |
|
|
kg/m3 |
Bending Strength |
|
825 |
kg/cm2 |
Crushing Strength |
|
452 |
kg/cm2 |
Hardness |
|
|
kg |
Impact Strength |
|
|
cm |
Shearing Strength |
|
|
kg/cm2 |
Stiffness |
|
123 |
1000 kg/cm2 |
Tangential Shrinkage |
|
|
% |
Radial Shrinkage |
|
|
% |
Weight |
|
|
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | | 11745 | psi | Maximum Crushing Strength | | 6434 | psi | Stiffness | | 1755 | 1000 psi | Specific Gravity | 0.54 | 0.62 | | Weight | 50 | 43 | lbs/ft3 | |
Desch, H. E. 1954. Manual of Malayan Timbers - Volume II. Malayan Forest Records, No. 15. Malaya Publishing House Ltd., Singapore.Kloot, N. H. and E. Bolza.1961.Properties of Timbers Imported into Australia.Technological Paper No. 12.Division of Forest Products, Commonwealth Scientific & Industrial Research Organization, Melbourne, Australia.Troup, R.S. 1909. Indian Woods and Their Uses. The Indian Forest Memoirs, Economic Products Series, Volume 1, No. 1. Superintendent, Government Printing, Calcutta, India.
|