Bengal kino (Butea monosperma)
Family: Leguminosae
Common names: Bengal kino, Bulyettra, Chalcha, Chamatha, Cheola, Chichra, Chickria, Chiula, Chora, Dhak, Faras, Flame of the forest, Gas-kela, Kakria, Kankra, Kankrei, Khakra, Lahokung, Mai-kao, Moduga, Modugu, Mohtu, Mur, Murr, Murup, Murut, Muttala, Muttuga, Muttugal, Palas, Palasa, Palashu, Palasi, Palasin samatha, Parasu, Pauk, Pawpan, Pharsa, Phulla, Phullas kakria, Plas, Plossotree, Polak, Porasan, Porasu, Pu palasu, Pupalasu, Purasu, Puroha, Shanggan, Shora
Distributed in: Burma, India, Sri Lanka (Oceania and S.E. Asia)
Common uses: Boxes and crates, Charcoal, Fuelwood, Furniture, Piling, Plywood, Pulp/Paper products, Sporting Goods
Tree size: Tree height is 10-20 m
Colors: the heart isWhite to cream, Yellow to golden-yellow to orangeand the sapwoodSame as heartwood
.The grain isStraight, the textureFineand the lusterLustrous
Natural durability: Susceptible to attack from powder post (Lyctid & Bostrychid) beetles, Susceptible to insect attack
Drying Defects: Checking, Distortion
Ease of Drying: Easy
Comments: General finishing qualities are rated as poor
Cutting Resistance: Cutting Resistance with dry wood is easy
Resistance to Impregnation: Heartwood is permeable
Response to hand tools: Easy to machine
Veneering qualities: Diifficult to veneer
- Numerical data Metric
- Numerical data English
- Strength properties
- References
|
|
|
|
Item |
Green |
Dry |
Metric |
Specific Gravity |
|
|
|
Density |
|
560 |
kg/m3 |
Bending Strength |
303 |
464 |
kg/cm2 |
Crushing Strength |
150 |
275 |
kg/cm2 |
Hardness |
|
|
kg |
Impact Strength |
|
38 |
cm |
Shearing Strength |
|
|
kg/cm2 |
Stiffness |
83 |
97 |
1000 kg/cm2 |
Tangential Shrinkage |
9 |
|
% |
Radial Shrinkage |
3 |
|
% |
Weight |
544 |
432 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
|
cm-kg |
Static Bending |
|
|
kg/cm2 |
|
| | | | Item | Green | Dry | English | Bending Strength | 4310 | 6606 | psi | Density | | 35 | lbs/ft3 | Impact Strength | | 15 | inches | Maximum Crushing Strength | 2139 | 3916 | psi | Stiffness | 1188 | 1383 | 1000 psi | Weight | 34 | 27 | lbs/ft3 | Radial Shrinkage | 3 | | % | Tangential Shrinkage | 9 | | % | Volumetric Shrinkage | 8 | | % | |
Max. crushing strength = low Density (dry weight) = 31-37 lbs/cu. ft. Toughness-Hammer drop (Impact Strength) = very low Shrinkage, Tangential = fairly large Shrinkage, Radial = small Modulus of Elasticity (stiffness) = very low Modulus of Elasticity (stiffness) = low Density (dry weight) = 38-45 lbs/cu. ft. Bending strength (MOR) = very low Bending strength (MOR) = low Shrinkage, Volumetric = small
Blatter, E., Millard, W.S.,1937,Some Beautiful Indian Trees,John Bale, Sons & Cornow Ltd, LondonBourdillon, T.F.,1908,The Forest Trees of Travancore,Travancore Government PressGamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. LondonGuha, S.R.D., Mukherjea, V.N.,1961,Newsprint grade ground pulp from Butea monosperma (palas,Indian Forester 87(9) pp546-50Howard, 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. 3Tewari, M.C., Jain, J.C.,1980,Utilization of Secondary Species,Journal of the National Building Organization 25(2) pp1-6
|