DENSITY
The timber is a Heavy Hardwood with a density of 820-1,200 kg/m3 air dry.
NATURAL DURABILITY
The standard graveyard tests conducted at the Forest Research Institute Malaysia (FRIM) have shown that the average service life of M.
utilis is 5.5 years under the external exposed conditions and thus, it is classified as durable according to the Malaysian classification (MohdDahlan et al 1987).
PRESERVATIVE TREATMENT
The timber is very difficult to treat with preservatives.
TEXTURE
Texture is moderately fine and even, with straight or shallowly interlocked grain.
STRENGTH PROPERTIES
The timber falls into Strength Group A (Engku, 1988b) or SG 1 (MS 544:Part 2:2001).
Strength Properties of Bitis (M.Utilis)
Test Condition |
Modulus of Elasticity (MPa) |
Modulus of Rupture (MPa) |
Compression parallel to grain (MPa) |
Compression perpendicular to grain (MPa) |
Shear strength(MPa) |
Green |
21,900 |
123 |
73.6 |
12.21 |
11.3 |
Air dry |
23,800 |
171 |
90.3 |
12.48 |
15.4 |
MACHINING PROPERTIES
It is slightly difficult to difficult to resaw, easy to slightly difficult to cross-cut. Planing is slightly difficult but the planed surface is smooth.
Sawing and Woodworking Properties of Bitis (M. utilis)
Condition of test |
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 |
Slightly difficult |
Smooth |
Slightly difficult |
Slightly rough, Tendency to split |
- |
- |
Air dry |
Difficult |
Slightly difficult |
Slightly difficult |
Smooth |
Slightly difficult |
Slightly rough |
Difficult |
Rough |
Nailing Property
Nailing property is rated as poor.
Air drying
The timber seasons slowly with moderate end-checking, splitting and surface-checking as the major sources of defects. 38 mm thick boards take
approximately 6 months to air dry.
Kiln-Drying
The kiln-drying properties of bitis have not been evaluated. However, based on the physical properties as well as the air drying properties of the
timber, it is envisaged that the timber is fairly difficult to dry. A mild schedule (e.g. Schedule B) should therefore be used
Kiln Schedule G
Moisture Content(%) |
Temperature (Dry Bulb) |
Temperature (Wet Bulb) |
Relative Humidity (%)(approx.) |
|
F
|
F
|
F
|
F
|
|
Green |
105 |
40.5 |
101 |
38.0 |
85 |
40 |
105 |
40.5 |
99 |
37.0 |
80 |
30 |
110 |
43.5 |
102 |
39.0 |
75 |
25 |
115 |
46.0 |
105 |
40.5 |
70 |
20 |
130 |
54.5 |
115 |
46.0 |
60 |
15 |
140 |
60.0 |
118 |
47.5 |
50 |
SHRINKAGE
Shrinkage is high. Radial shrinkage averages 2.8% while tangential shrinkage averages 4%.
Uses
The timber is suitable for all forms of heavy construction, bridges, marine construction, piling, posts, beams, joists, rafters, railway sleepers,
flooring (heavy traffic), fender supports, poles, mallets, tool handles (impact), laboratory benches, heavy duty furniture, columns (heavy duty),
door and window frames and sills, staircase (newels, risers, treads, bullnoses, round ends and winders), vehicle bodies (framework and floor boards),
telegraphic and power transmission posts and cross arms.
REFERENCES
Engku Abdul Rahman Chik.1988b. Basic and Grade Stresses for Strength Groups of Malaysian Timbers. Malayan Forest Service Trade Leaflet No.38.
The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur.13 pp.
Grewal, G.S. 1979b. Kiln-drying Characteristics of Some Malaysian Timbers. Timber Trade Leaflet No. 42. The Malaysian Timber Industry Board and Forest Research
Institute Malaysia, Kuala Lumpur. 20 pp.
Lim, S.C. 1989. Malaysian Timbers - Bitis. Timber Trade Leaflet No. 110. The Malaysian Timber Industry Board and Forest Research Institute Malaysia, Kuala Lumpur.6 pp.
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.
MohdDahlanJantan& Tam Mun Kwong (1987) - Natural Durability of Malaysian Timbers. Timber Trade Leaflet No. 28. The Malaysian Timber Industry Board and Forest Research
Institute Malaysia, Kuala Lumpur.
MS 544:Part 2:2001. Code of Practice for the Structural Use of Timber: Permissible Stress Design of Solid Timber.
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.