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Comments
Common Names
Common Uses
Countries of Distribution
Cutting Resistance
Drying Defects
Ease of Drying
Family Name
Gluing
Grain
Heartwood Color
Kiln Drying Rate
Kiln Schedules
Luster
Natural Durability
Numerical Data
Polishing
References
Regions of Distribution
Response to Hand Tools
Sapwood Color
Scientific Name
Strength Properties
Synonyms
Texture
Trade Name
Tree Size
Veneering Qualities

Scientific Name
Amoora wallichii

Trade Name
Amari

Family Name
Meliaceae

Synonyms
Amoora spectabilis


Wood Image 1

Common Names
Amari, Amoora, Galing libor, Lalchini, Thitni

Regions of Distribution
Oceania and S.E. Asia

Countries of Distribution  [VIEW MAP]
Bangladesh, Burma, India

Common Uses
Boat building: framing, Boxes and crates, Cabinetmaking, Canoes, Charcoal, Furniture, Handles: woodworking tools, Heavy construction, Joinery, Ladders, Light construction, Mine timbers, Oars, Paneling, Plywood, Poles, Roofing, Tables, Vehicle parts, Veneer: decorative

Heartwood Color
Red
Purple
Pink
Brown
Reddish brown
Red
Pale red to pink
Dark brown


Sapwood Color
White
Pink
Yellow
White to yellow
Pinkish
Clearly differentiated from the heartwood


Grain
Straight
Even
Figure
Interlocked
Stripe (figure)
Weak (figure)

Generally straight, but not always
Weak figure
Striped figure
Interlocked

Figure Occurrence - variable

Texture
Medium
Fine
Medium
Fine to medium


Luster
Low
Medium
Lustrous
Dull

Low

Natural Durability
Durable
Moderately durable
Moderately durable
Durable


Kiln Schedules
Drying (speed) is fast


Drying Defects
Splitting
Checking
Moderate end spitting
Slight end splitting
Moderate surface checking


Ease of Drying
Fairly Easy
Rapidly
Easy


Kiln Drying Rate
Naturally dries quickly


Tree Size
Bole length is 10-20 m
Tree height is 10-20 m
Tree height is 20-30 m
Tree height is 30-40 m
Trunk diameter is 100-150 cm


Comments
General finishing qualities are rated as good

General finishing qualities are rated as Poor

Cutting Resistance
Easy to saw
Cutting Resistance with dry wood is easy


Gluing
Fairly Easy to Very Easy
Easy to glue


Response to Hand Tools
Easy to Work
Easy to machine


Veneering Qualities
No drying degrade
Suitable for peeling
No drying degrade. Dries flat without splitting


Polishing
Fair to Good Results
Very Good to Excellent Results
Satisfactory results
Good results


Strength Properties
Modulus of Elasticity = moderate
Bending strength (MOR) = medium
Shrinkage, Volumetric = large
Shrinkage, Tangential = large
Shrinkage, Radial = fairly large
Hardness (side grain) = soft
Shearing strength (parallel to grain) = low
Density (dry weight) = 46-52 lbs/cu. ft.
Density (dry weight) = 38-45 lbs/cu. ft.

Shrinkage, Tangential = very small

Numerical Data
ItemGreenDryEnglish
Bending Strength931014566psi
Density43lbs/ft3
Hardness995lbs
Impact Strength28inches
Maximum Crushing Strength51097816psi
Shearing Strength1560psi
Stiffness166519231000 psi
Weight4235lbs/ft3
Radial Shrinkage5%
Tangential Shrinkage10%
Volumetric Shrinkage14%
ItemGreenDryMetric
Bending Strength6541024kg/cm2
Density689kg/m3
Hardness451kg
Impact Strength71cm
Maximum Crushing Strength359549kg/cm2
Shearing Strength109kg/cm2
Stiffness1171351000 kg/cm2
Weight673560kg/m3
Radial Shrinkage5%
Tangential Shrinkage10%

References
Anon,1963,Indian Woods: Their Identification, Properties and uses. Vol.II Linaceae,to Moringaceae,Manager of Publications, Delhi, India

Brown, W.H.,1978,Timbers of the World, No. 3 Southern Asia,TRADA, Red Booklet Series

Carrapiett, J.B.,1960,Notes on ornamental timbers of Burma,Burmese Forester,10(1,pp37-53

Chudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.

Desch, H.E.,1954,Manual of Malayan Timbers (2 vols,Malayan Forest Records,no.15

Gamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. London

Howard, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.

Pearson, R.S., Brown, H.P.,1932,Commercial Timbers of India,Govt. Printer Calcutta,2 vols

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