Stringybark, Red

Red stringybark is a moderately durable hardwood species native to southeast Australia. It is used in a variety of applications, including light construction, engineering and cabinetmaking.

Other Names

Eucalyptus macrorhnycha

Botanical Name

Eucalyptus macrorhnycha

Common Form
Sawn
Species Type

Red stringybark is a medium-sized hardwood species native to southeast Australia. It features pale red or pinkish-brown heartwood, with cream-coloured sapwood approximately 50 millimetres wide. Red stringybark timber is close-textured. Interlocking of its grain often produces an attractive fiddleback figure.

Uses of this moderately durable timber range from light construction (fencing, framing, weatherboards, posts, poles) to engineering (sleepers, utility pole cross-arms, bridge and wharf construction). Red stringybark has also found favour as a cabinet timber in the manufacture of furniture and bench tops.

The timber of this species machines, routs, saws and sands well. It occasionally exhibits some natural feature and surface cracking. It is amenable to the use of standard fastenings and fittings. Due to the timber’s natural density, polyurethane glues are best for bonding red stringybark, The timber accepts most standard coatings, and responds particularly well to oil-based finishes.

Red stringybark timber products are not very common and supplies are usually limited.

 

Shrinkage

Very Low Low Medium High Very High
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Tangential : Provides a simplified rating for tangential shrinkage. This is the measure of the percentage reduction in dimension from the unseasoned to 12% moisture content condition.

9.80%

Radial : Radial shrinkage is perpendicular to the growth rings. It is shrinkage in the direction towards the centre of the tree. Measurement is % value

5.70%

Unit Movement Tangential: This is the percentage of dimensional change for each 1% moisture content change between about 3% moisture content and the fibre saturation point for the particular species.

0.37%

Unit Movement Radial: This is the percentage of dimensional change for each 1% moisture content change between about 3% moisture content and the fibre saturation point for the particular species.

0.23%

Strength Group Strength groups are given for unseasoned (S1-S7) and seasoned (SD1-SD8) timber in accordance with AS 2878. S1 and SD1 yield the highest strength and stiffness whereas S7 and SD8 yield the lowest.

Very High

High

Reasonably High

Medium High

Medium

Reasonably Low

Low

Very Low

Unseasoned:

S1

S2

S3

S4

S5

S6

S7

S8

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Seasoned:

SD1

SD2

SD3

SD4

SD5

SD6

SD7

SD8

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Stress Grade A stress grade is defined in AS 1720 as the classification of timber for structural purposes by means of either visual or machine grading. The stress grade indicates the basic working stresses and stiffnesses to be used for structural design purposes. Measured in MPa.

Structural
No. 1
Structural
No. 2
Structural
No. 3
Structural
No. 4
Structural
No. 5

Unseasoned:

F17

F14

F11

F8

F7

Seasoned:

F22

F17

F14

F11

F8

Density per Standard Seasoned density is based on moisture content of 12%. Unseasoned density is an approximation as it depends on the moisture content at the time of measurement. Measured kg/m3.

Seasoned:

860kg/m3

Unseasoned:

1100kg/m3

Joint Group The joint group is a classification of the strength of a species in joint design. The values are from 1 (very high strength) to 6 (very low strength).

Very High

High

Reasonably High

Medium

Low

Very Low

Unseasoned:

J1

J2

J3

J4

J5

J6

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Seasoned:

JD1

JD2

JD3

JD4

JD5

JD6

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Colour The colour of seasoned heartwood can vary between species and often within a species. The information provided should be used as a general guide only. In most cases, the colour of sapwood is either a lighter shade of the heartwood or a white/cream colour.

  White, yellow, pale straw to light brown Pink to pink brown Light to dark red Brown, chocolate, mottled or streaky
   
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Mechanical Properties

Modulus of Rupture - Unseasoned: This property is a measure of maximum stress which timber can momentarily sustain when loaded slowly and continuously as a beam. Measured in MPa.

75

Modulus of Rupture - Seasoned: This property is a measure of maximum stress which timber can momentarily sustain when loaded slowly and continuously as a beam. Measured in MPa.

116

Modulus of Elasticity - Unseasoned: This property is of importance in determining the deflection of a beam under load — the greater the stiffness, the less the deflection. Measured in GPa.

11

Modulus of Elasticity - Seasoned: This property is of importance in determining the deflection of a beam under load — the greater the stiffness, the less the deflection. Measured in GPa.

13

Maximum Crushing Strength - Unseasoned:

Also referred to as compression strength. This property measures the ability of the timber to withstand loads applied on the end grain. Measured in MPa.

39

Maximum Crushing Strength - Seasoned: Also referred to as compression strength. This property measures the ability of the timber to withstand loads applied on the end grain. Measured in MPa.

65

Impact - Unseasoned: Provides the Izod value, which is the energy taken in joules (J) to fracture the timber.

13

Impact - Seasoned: Provides the Izod value, which is the energy taken in joules (J) to fracture the timber.

12

Toughness - Unseasoned: This is a measure of timber’s ability to resist shocks and blows, and is synonymous with impact strength. It is measured in Nm.

Medium - 15 - 24 Nm

Toughness - Seasoned: This is a measure of timber’s ability to resist shocks and blows, and is synonymous with impact strength. It is measured in Nm.

Medium - 15 - 24 Nm

Hardness - Unseasoned: Refers to the Janka hardness test and is a measure of timber’s resistance to indentation.

6.6

Hardness - Seasoned: Refers to the Janka hardness test and is a measure of timber’s resistance to indentation.

8.8

Durability

Low Moderate Reasonably High High
(0 - 5 yrs) (5 - 15 yrs) (15 - 25 yrs) (more than 25 yrs)

In-Ground: Durability is defined as the inherent resistance of a timber species to decay, or to insect or marine borer attack. All references to durability refer to the heartwood only. A scale of low to high (durability class 4 = low; 1 = high) has been adapted for above and in-ground durability.

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(0 - 7 yrs) (7 - 15 yrs) (15 - 40 yrs) (More than 40 yrs)

Above ground: Durability is defined as the inherent resistance of a timber species to decay, or to insect or marine borer attack. All references to durability refer to the heartwood only. A scale of low to high (durability class 4 = low; 1 = high) has been adapted for above and in-ground durability.

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(0 - 20 yrs, usually < 5) (21 - 40 yrs) (41 - 64 yrs) (More than 60 yrs)

Marine Borer Resistance: Indicates whether a species is resistant (R) or not resistant (NR) to marine borer attack.

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Lyctid Borer Susceptibility: Indicates whether a species is susceptible (S) or not susceptible (NS) to lyctid borer attack.

Susceptible

Lyctid Borer Susceptibility - Other:

Termite Resistance: Indicates whether a species is resistant (R) or not resistant (NR) to termites.

Resistant

Fire Properties

Group Number - Other:

3 if used on MDF or particleboard ≥12mm; veneer thickness 0.6-

Average Specific Extinction Area: This value is determined by the volume of smoke measured over the mass loss of the tested sample per test carried out in accordance with ‘Cone Calorimeter Test’ AS/NZS 3837. It is measured in units of m2/kg.

<250

Bushfire Resistance: Naturally bushfire-resisting timbers are those with inherent bushfire-resisting properties. Some species have been tested and a number are in the process of being tested and are measured by Bushfire Attack level (BAL).
BAL -12.5: Ember attack,
BAL – 19: Increasing levels of ember attack and burning debris ignited by windborne embers together with increasing heat flux between 12.5 and 19 kWm3,
BAL – 29: Increasing levels of ember attack and burning debris ignited by windborne embers together with increasing heat flux between 19 and 29 kWm3.

BAL 12.5 and 19 – All AS3959 required applications
Appearance

Red stringybark features pale red or pinkish-brown heartwood with a creamy sapwood approximately 50 millimetres wide. Its grain is close-textured, and interlocking often produces an attractive fiddleback figure.

 

Common Applications

Uses of this moderately durable timber range from light construction (fencing, framing, weatherboards, posts, poles) to engineering (sleepers, utility pole cross-arms, bridge and wharf construction). Red stringybark has also been successfully used as a cabinet timber in the manufacture of furniture and benchtops.

 

Workability

Red stringybark machines, routs, saws and sands well. The timber will occasionally exhibit some natural feature and surface cracking. It accepts standard fastenings and fittings. Polyurethane glues are best for bonding red stringybark, due to the timber’s natural density. The timber readily accepts most standard coatings, and particularly for cabinetmaking purposes, responds well to oil-based finishes.

 

Origin of timber
NSW
Readily Available
NSW
Red Stringybark timber products are also available in Victoria, however supplies are usually limited.
Source of timber
Native Forest
a kitchen with wooden cabinets and a countertop

Joinery

Timber joinery offers a classic, stylish touch to any interior or exterior space.
a wood fence with trees in the background

Fencing

When it comes to fencing, timber is a natural choice. A material that is durable, strong and reliable it compliments almost every outdoor landscape and environment. Clear specification, detailed installation and appropriate maintenance will ensure a timber fence provides a natural and lasting property boundary and back drop for years to come.

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