DENSITY
The timber is a Medium Hardwood with a density of 735-915 kg/m3 air dry.
NATURAL DURABILITY
From the graveyard tests of P.pinnata f.glabra, all the 40 test sticks tested were found to be sound during the first two years of service.
Around 10 and 12 per cent of the test sticks were destroyed during the third and fourth year of service respectively. The test sticks seem to deteriorate
fairly quickly on the fifth year in service and only 15 per cent of the test sticks remained sound. All the test sticks were completely destroyed on the
seventh year. Based on the results obtained above, kasai has been classified as a moderately durable timber with an average service life of 5 years under
natural conditions (Jackson, 1965). An earlier series of durability test carried out on kasai at the Forest Research Institute Malaysia (FRIM) indicated that
several test sticks perished fairly quickly while others persisted in a partially damaged state for 10 years or more. Kasai is also not resistant to marine
borer attacks. A test stick of 125 mm x 250 mm x 1,925 mm which was tested in Port Klang was destroyed in less than two years. Similar sized test sticks treated
with a mixture of 50 per cent creosote and 50 per cent diesel oil using the full cell process (with the absorption of 110 kg/m3 (6.9 lb/ft3) remained serviceable
for only 2 years (Desch, 1954).
PRESERVATIVE TREATMENT
The timber is very difficult to treat with preservatives.
TEXTURE
Texture is moderately coarse but even, with straight or shallowly interlocked grain.
STRENGTH PROPERTIES
The timber falls into Strength Group C (Burgess, 1958) or SG 4 (MS 544:Part 2:2001).
Strength Properties of Kasai
| Species |
Test Condition |
Modulus of Elasticity(MPa) |
Modulus of Rupture(MPa) |
Compression parallel to grain (MPa) |
Compression perpendicular to grain (MPa) |
Shear strength(MPa) |
| P.Pinnata |
Green |
- |
- |
37 |
4 |
9 |
| F.Glabra |
Air Dry |
- |
- |
49 |
5 |
13 |
| P.Ridleyi |
Green |
15,700 |
81 |
41 |
7 |
13 |
| Green |
17,000 |
106 |
54 |
10 |
14 |
MACHINING PROPERTIES
It is easy to work when green but is slightly difficult to work when dried. Planing is easy in either condition and the finish of
green boards is smooth while the finish of dried boards is rough.
Machining Properties of Kasai
| 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 |
Easy |
Easy |
Easy |
Smooth |
Moderately Easy |
Moderately Smooth |
- |
- |
| Air Dry |
Slightly difficult |
Slightly difficult |
Easy |
Rough |
Slightly difficult |
Slightly rough |
Slightly difficult |
Rough |
Nailing Property
Nailing property is rated as good.
Air drying
The timber seasons fairly slowly but with very minor degrade. Slight cupping, bowing and end-checking are the main sources of degrade.
13 mm thick boards take approximately 3 months to air dry, while 38 mm thick boards take 5 months.
KILN-DRYING
Kiln Schedule D is recommended.
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 |
| 60 |
105 |
40.5 |
99 |
37.0 |
80 |
| 40 |
105 |
40.5 |
96 |
35.5 |
70 |
| 35 |
110 |
43.5 |
97 |
36.0 |
60 |
| 30 |
115 |
46.0 |
97 |
36.0 |
50 |
| 25 |
125 |
51.5 |
101 |
38.0 |
40 |
| 20 |
140 |
60.0 |
105 |
40.5 |
30 |
| 15 |
150 |
65.5 |
112 |
44.5 |
30 |
SHRINKAGE
Shrinkage is rather high. Radial shrinkage averages 2.8% while tangential shrinkage averages 3.5%.
MOVEMENT IN SERVICE
The movement of seasoned timber is classified under Type III.
DEFECTS
The timber is generally free from any major defects. Slight defects such as 'pin' and 'shot' holes have been found in some logs tested.
Powder-post beetle attacks may occur during seasoning. A few boards of P. ridleyi tested have also been found to be attacked by longhorn beetles (holes of
about 12 mm diameter). End-checking, splitting, compression failure and brittle heart of up to 100 mm diameter have been recorded from logs examined.
USES
The timber is suitable for furniture manufacture, tool handles, beams, posts, joists, rafters, door and window frames and sills,
railway sleepers, joinery, cabinet making, vehicle bodies (planking), ship and boat building (keels, keelsons and framework), plywood, flooring
(heavy traffic), columns (light duty), panelling, partitioning, staircase (angle block, rough bracket, newel, apron lining and sprandrel framing) and
interior finishing like mouldings and skirtings.
REFERENCES
Burgess, H.J.1958. Strength Grouping of Malaysian Timbers. Malayan Forest Service Trade Leaflet No.25. The Malaysian Timber Industry Board and Forest
Research Institute Malaysia, Kuala Lumpur. 15 pp.
Desch, H.E.1954. Manual of Malayan Timbers. Vol.II. Mal.For.Rec.No.15.
Jackson, W. F. 1965. Durability of Malayan Timbers. Mal.For.Ser.Trade Leaflet No.38.
Lim, S.C.1984. Malaysian Timbers - Kasai. Timber Trade Leaflet No.92. The Malaysian Timber Industry Board and Forest Research Institute Malaysia,
Kuala Lumpur. 8 pp. Menon, K.D. 1958. Susceptibility of Commercial Species of Malayan Timbers to Powder-post Beetle Attack. Malaysian Forest Servive 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.
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.
