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Bodi rimbo
Bodi rimbo (Altingia excelsa)

Family: Hamamelidaceae

Common names: Bodi rimbo, Cemara itam, Duang, Jhinkri, Jikri, Jutili, Jutuli, Lamin, Mala, Mandung, Nantayok, Rasamala, Rasamala beureum, Rasamala bodas, Rasamala gadog, Rasamalah, Rasamalo abang, Rasamalo hitam, Rasamalo putih, Sangri-change, Semalo, Silaras, Siri-asing, Sob, Tulason, Yogir-asing

Distributed in: Burma, China, India, Indonesia, Malaysia (Oceania and S.E. Asia)

Common uses: Boat building (general), Bridge construction, Heavy construction, Light construction, Poles, Railroad ties, Vehicle parts

Tree size: Trunk diameter is 100-150 cm

Colors: the heart isRed, Reddish brownand the sapwoodWhite, Yellow.The grain isWavy, the textureMediumand the lusterSlightly lustrous

Natural durability: Perishable, Very durable

Kiln Schedules: Dry at a slow speed

Drying Defects: Severe surface checking, Splitting

Ease of Drying: Fairly Easy

Tree Identification: Bole/stem form is fluted

Comments: General finishing qualities are rated as good General finishing qualities are rated as poor

Blunting Effect: Blunting effect on machining is severe

Boring: Easy

Cutting Resistance: Easy to saw

Mortising: Finishes well

Planing: Planes well, to a good finish

Resistance to Impregnation: Heartwood is moderately resistant

Response to hand tools: Easy to Work

Sanding: Good sanding finish

Veneering qualities: Good gluing qualities, Moderately easy to veneer

Turning: Very Good to Excellent Results

Polishing: Fair to Good;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity
Density 753 kg/m3
Bending Strength 622 974 kg/cm2
Crushing Strength 461 671 kg/cm2
Hardness 752 kg
Impact Strength 86 cm
Shearing Strength 155 kg/cm2
Stiffness 113 131 1000 kg/cm2
Tangential Shrinkage 9 %
Radial Shrinkage 4 %
Weight 737 592 kg/m3
Maximum Load cm-kg/cm3
Toughness cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 8853 13854 psi
Density 47 lbs/ft3
Hardness 1658 lbs
Impact Strength 34 inches
Maximum Crushing Strength 6568 9550 psi
Shearing Strength 2205 psi
Stiffness 1621 1872 1000 psi
Weight 46 37 lbs/ft3
Radial Shrinkage 4 %
Tangential Shrinkage 9 %
Volumetric Shrinkage 10 %

Max. crushing strength = high
Modulus of Elasticity (stiffness) = medium
Bending strength (MOR) = medium
Shearing strength (parallel to grain) = medium
Hardness (side grain) = medium
Toughness-Hammer drop (Impact Strength) = low
Shrinkage, Volumetric = moderate
Shrinkage, Tangential = fairly large
Shrinkage, Radial = moderate
Density (dry weight) = 46-52 lbs/cu. ft.
Toughness-Hammer drop (Impact Strength) = medium
Shrinkage, Tangential = large
Shrinkage, Radial = fairly large
Modulus of Elasticity (stiffness) = low
Max. crushing strength = medium
Bending strength (MOR) = low

Gamble, J.S.,1902,A Manual of Indian Timbers,Sampson Low, Marston & Co. LondonHoward, 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 volsRamesh, Rao K., Purkayastha, S.K.,1972,Indian Woods - Their Identification Properties and Uses,Dehra Dun India,Vol. 3Sekhar, A.C., Bhatnagar, S.S.,1955,Physical and mechanical properties of woods tested at Forest Research,Institute Report No.IV,Indian Forester 81(7) pp420-3Sekhar, A.C.,1955,The Physical and Mechanical Properties of Woods,Indian Forest Records (ns Timber Mechanics,1(3,pp69-72Sono, P.,1974,Merchantable Timbers of Thailand.,Forest Products Research Division, Royal Forest Department, Bangkok,,Thailand.Tamolang, F.N., Martawijaya, A., Kartasujana, I., Kadir, K., Parwira, S.,1992,Indonesian Wood Atlas Volume II,Department of Forestry, Agency for Forestry Research and Development,,Bogor-IndonesiaTewari, M.C., Jain, J.C.,1980,Utilization of Secondary Species,Journal of the National Building Organization 25(2) pp1-6Whitmore, T.C.,1973,Tree Flora of Malaya A Manual for Foresters Volume 2,Forest Department Ministry of Primary Industries Malaysia
*Come interpretare i dati (manleva su eventuali imprecisioni)