Amoora Wallichii (Amari)


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Scientific Name
Amoora wallichii

Trade Name
Amari

Family Name
Meliaceae

Synonyms
Amoora spectabilis

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

Item Green Dry English
Bending Strength 9310 14566 psi
Density 43 lbs/ft3
Hardness 995 lbs
Impact Strength 28 inches
Maximum Crushing Strength 5109 7816 psi
Shearing Strength 1560 psi
Stiffness 1665 1923 1000 psi
Weight 42 35 lbs/ft3
Radial Shrinkage 5 %
Tangential Shrinkage 10 %
Volumetric Shrinkage 14 %
Item Green Dry Metric
Bending Strength 654 1024 kg/cm2
Density 689 kg/m3
Hardness 451 kg
Impact Strength 71 cm
Maximum Crushing Strength 359 549 kg/cm2
Shearing Strength 109 kg/cm2
Stiffness 117 135 1000 kg/cm2
Weight 673 560 kg/m3
Radial Shrinkage 5 %
Tangential Shrinkage 10 %

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