BALAU, RED / SELNGAN BATU MERAH

INTRODUCTION

The Standard Malaysian Name for the heavy, red to red-brown timbers of the genus Shorea (Dipterocarpaceae). Vernacular names applied are too many to be listed here except for the more common ones, viz. balau laut merah (Peninsular Malaysia), balau merah (Peninsular Malaysia), damar laut merah (Peninsular Malaysia), membatu (Peninsular Malaysia), red selangan batu (Sabah and Sarawak), selangan batu merah (Sabah and Sarawak), semayur (Sarawak), seraya (Peninsular Malaysia) and seraya batu (Peninsular Malaysia). Major species include S. collina, S. guiso, S. inaequilateris, S. kunstleri and S. ochrophloia. The sapwood is pink, purple-brown or grey-brown and is fairly distinct from the heartwood, which is light to deep red-brown.

Also known as Selangan merah (Brunei); Balau merah and Gisok (Indonesia); Mai si khao (Laos); Guijo (Philippines); Chan, Lantan and Teng-tani (Thailand); and Chai (Vietnam).

DENSITY

The timber is a Heavy Hardwood with a density of 800-880 kg/m3 air dry.

NATURAL DURABILITY

The timber is moderately durable under exposed conditions (lasting from 2 to 5 years). The timber is subject to subterranean termite and fungal attacks.

PRESERVATIVE TREATMENT

Both S. guiso and S. ochrophloia have been found to be very difficult to treat with preservatives.

TEXTURE

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

STRENGTH PROPERTIES

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

Strength Properties of Red Balau
Species Moisture Content (%) Modulus of Elasticity(MPa) Modulus of Rupture (MPa) Compression parallel to grain (MPa) Compression perpendicular to grain (MPa) Shear strength(MPa)
S.guiso Green 13700 94 43.6 5.52 10.1
Air dry 14,800 100 55.2 5.52 12.0
S.kunstleri Green 19,000 105 57.9 7.03 9.3
Air dry - - - - -
S.ochrophloia Green 15,900 85 43.7 - 10.1
Air dry 17,000 99 55.3 - 9.9

MACHINING PROPERTIES

It is easy to difficult to saw and work, although planing is easy and the surface produced is smooth to slightly rough.

Machining Properties of Red Balau
Species Test Condition Sawing Planing Boring Turning
Rip-sawing Cross Cutting Ease of planing Quality of finish Ease of boring Quality of finish Ease of turning Quality of finish
S. guiso Green easy easy easy smooth easy smooth - -
Air dry slightly difficult slightly difficult easy slightly rough easy smooth moderately easy moderately smooth
S.kunstleri Green easy to difficult slightly difficult easy smooth easy smooth - -
Air dry difficult slightly difficult easy smooth slightly difficult smooth easy smooth
S.ochrophloia Green slightly difficult easy easy slightly rough easy slightly rough - -
Air dry slightly difficult easy easy slightly rough moderately easy slightly rough difficult smooth to rough

NAILING PROPERTY

Nailing property varies according to species; S. guiso is reported to be excellent, while S. ochrophloia is good and S. kunstleri is poor.

AIR DRYING

The seasonig properties of some of the species tested are summarised below:

Species Time to air dry (months) Remarks
13 mm thick boards 38 mm thick boards
S.guiso 4 6 Fairly slow drying; moderate end-checking; slight cupping, splitting, surface-checking, insect attacks and staining.
S.kunstleri 4 6 Fairly slow drying; moderate end-checking; slight splitting and surface-checking.
S.ochrophloia 3 5 Fairly slow drying; moderate end-checking; slight splitting and surface-checking.

KILN-DRYING

Kiln Schedule G is recommended.

Kiln Schedule G
Moisture Content (%) Temperature (Dry Bulb) Temperature (Wet Bulb) Relative Humidity (%) (approx.)
°F °C °F °C
Green 120 48.5 115 45.0 85
60 120 48.5 113 45.0 80
40 130 54.5 123 50.5 80
30 140 60.0 131 55.0 75
25 160 71.0 146 63.5 70
20 170 76.5 147 64.0 55
10 180 82.0 144 62.5 40

SHRINKAGE

The shrinkage of red balau is summarised below:

Species Shrinkage (%) (Green to air dry) Remarks
Radial Tangential
S.guiso 1.6 3.6 High shrinkage
S.kunstleri 2.2 3.3 High shrinkage
S.ochrophloia 1.4 3.2 High shrinkage

DEFECTS

The logs are generally free from defects.

USES

The timber is suitable for heavy construction under cover, beams, posts, joists, rafters, pallets (heavy duty), columns (heavy duty), tool handles (impact), joinery, cabinet making, fender supports, vehicle bodies (framework and floor boards), ship and boat building (keels, keelsons and framework), plywood, heavy duty furniture, flooring (heavy traffic), door and window frames and sills, staircase (carriage, angle block, rough bracket, riser, tread, bullnose, round end, winder, stringer and newel), cooling tower (structural members), railway sleepers (treated) as well as telegraphic and power transmission posts and cross arms (treated).

REFERENCES

  1. Engku Abdul Rahman Chik. 1988b. Basic And Grade Stresses For Some Malaysian Timbers. Malayan Forest Service Trade Leaflet No. 38. The Malaysian Timber Industry Board And Forest Research Institute Malaysia, Kuala Lumpur. 13 pp.
  2. Lopez, D. T. 1981. Malaysian Timbers Red Balau. Malaysian Forest Service Trade Leaflet No. 45. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur. 7 pp
  3. 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 Insitute Malaysia, Kuala Lumpur. 48 pp.
  4. MS 544: Part 2: 2001: Code Of Practice For Structural Use Of Timber. Permissible Stress Design of Solid Timber.
  5. Wong, T. M. 1982. A Dictionary of Malaysian Timbers. Revised by Lim, S. C. & Chung, R. C. K. Malayan Forest Record No. 30. Forest Research Institute Malaysia Kuala Lumpur. 201 pp.
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