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Medium hardwoods - Kiranji

The Standard Malaysian Name for the timber of Scorodocarpusborneensis (Olacaceae). Vernacular names applied include bawanghutan (Sabah and Sarawak) and ungsunah (Sarawak). This is a monotypic timber. The sapwood is light yellow in colour and is moderately sharply differentiated from the heartwood, which is dark purple-brown to dark red-brown.

Also known as Bawan, Kasino, Kayu bawang, Kulim, Madudu and Sinduk (Indonesia); and Krathiam ton, Kuleng and Kulim (Thailand).

DENSITY

The timber is a Medium Hardwood with a density of 640-975 kg/m3 air dry.

NATURAL DURABILITY

Kulim is classified as moderately durable under Malaysian conditions. This rating is based on the standard graveyard test of untreated specimens of dimensions 50 mm x 50 mm x 600 mm conducted at the Forest Research Institute Malaysia (FRIM). In the test, 60 specimens were used and the average service life was found to be 4 years (Jackson, 1965).

Kulim is immune to powder post beetle attacks (Menon, 1958) but not to ambrosia beetles (Desch, 1941). Attack by termites does not appear to be severe. The main cause of destruction of the timber is rot. The timber is also immune to marine borers. Trials at Port Klang indicate that it is not greatly inferior to belian. Untreated specimens of 13 x 13 cm (5 x 5 in) and 13 x 26 cm (5 x 10 in) remained serviceable for 2 to 3 and 4 to 5 years respectively, while treated specimens (13 x 13 cm, treated by open tank method to 107 kg/m3 absorption of 50/50 creosote and diesel fuel, and 13 x 26 cm treated to 107 kg/m3 absorption by a full-cell process) had a service life of 3 and 5 years respectively (Walter, 1941). From these figures, it is expected that 30 x 30 cm (12 x 12 in) untreated piles may have a service life of 7 to 10 years.

PRESERVATIVE TREATMENT

Kulim is classified as average in the amenability classification.

TEXTURE

Texture is fine to moderately coarse and even, with deeply interlocked and sometimes wavy grain.

STRENGTH PROPERTIES

The timber falls into Strength Group B (Engku, 1988b) or SG 3 (MS 544:Part 2:2001).

Strength Properties of Kulim

Test Condition Modulus of Elasticity(MPa) Modulus of Rupture(MPa) Compression parallel to grain (MPa) Compression perpendicular to grain (MPa) Shear strength(MPa)
Green 13,300 78 44.4 4.48 8.8
Air dry 14,900 107 57.0 5.10 10.3

MACHINING PROPERTIES

It is slightly difficult to difficult to resaw and is easy to slightly difficult to cross-cut. The air dried material is slightly difficult to plane but the quality of finish is smooth.

Machining Properties of Keranji

Test Condition Sawing Planning Boring Turning
Re Sawing Cross Cutting Ease of planing Quality of finish Ease of boring Quality of finish Ease of Turning Quality of finish
Green Slightly difficult Easy Easy Smooth Easy Smooth - -
Air dry Difficult Slightly difficult Slightly difficult Smooth Slightly difficult Smooth Moderate Easy Slightly Rough

Nailing Property

The nailing property is rated as very poor.

Air drying

The timber seasons fairly rapidly, with moderate end-checking and splitting and slight surface-checking as the main sources of degrade. 13 mm thick boards take 2 months to air dry, while 38 mm thick boards take 4 months.

Kiln-Drying

Kiln Schedule E is recommended. The timber is prone to surface-checking and end-splitting. 25 mm thick boards take approximately 10 days to kiln-dry from 50 to 10% moisture content.

SHRINKAGE

Shrinkage is fairly high, with radial shrinkage averaging 1.7% and tangential shrinkage averaging 3.2%.

DEFECTS

The logs are generally free from defects except for the core which is often defective.

Uses

The timber is suitable for medium construction under cover, posts, beams, joists, rafters, door and window frames and sills, bridges and tool handles (impact). The timber possesses a certain degree of resistance to marine borers and may be used in the marine environment. The timber is also suitable for ship and boat building (keels, keelsons and framework), flooring, railway sleepers, cooling towers (structural members), columns (light duty) and telegraphic and power transmission posts and cross arms when treated with preservatives.

REFERENCES

Abd. Rashid b. Hj. A. Malik. 1983. Malaysian Timbers - Kulim. Malaysian Forest Service Trade Leaflet No.77. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 5 pp.

Desch, H.E.1941. Manual of Malayan Timbers. Mal.For.Rec.No.15 Vol.1.

Engku Abdul Rahman Chik. 1998b. Basic and Grade Stresses for Strength Groups of Malaysian Timbers. Malayan Forest ServiceTrade Leaflet No. 38. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 13 pp

Jackson, W.F.1965. The Durability of Malayan Timbers. Mal.For.Ser.Trade Leaflet No.28.

Menon, K.D.1958. Susceptibility of Malayan Timbers to Powder-post Beetle. Mal.For.Ser.Trade Leaflet No.27.

Menon, P.K.B.1986. Uses of Some Malaysian Timbers. Revised by Lim, S.C. Timber Trade Leaflet No.31. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur.48 pp.

MS 544:Part 2:2001. Code of Practice for the Structural Use of Timber: Permissible Stress Design of Solid Timber.

Walter, F.S.1941. Resistance of Timbers of Marine Borer Attack. Mal. For. X:145.

Wong, T.M.1982. A Dictionary of Malaysian Timbers. Revised by Lim, S.C. & Chung, R.C.K. Malayan Forest Records No.30. Forest Research Institute Malaysia, Kuala Lumpur. 201 pp.