| Decorative
Glulam
Decorative
glulam is largely used in kitchen bench tops. Other common uses are bar
tops, stair treads and stringers, kitchen cabinet doors, seats, coffee
tables, etc.
Used
decoratively, glulam does not require structural strength, but rather
aesthetics, durability, and hardness. The quality of the finish is of
paramount importance, as the product is visible at all times and the performance
of the glulam is also of primary importance. The product must be stable
and without defect.
The
quality assurance system is intrinsic in achieving a consistent and reliable
product and a number of the GLTAA members specialise in this product area.

Structural
Glulam
Structural
glulam for use in primary structural members in domestic, commercial,
and industrial buildings is produced by most of the GLTAA members.
Depending
on location, the timber species used in the manufacturing process differs
from producer to producer. In the west, the predominant timber species
is Jarrah, in the south east, Tasmanian Oak and Radiata Pine and in the
north east, Spotted Gum, Slash Pine and other mixed hardwoods, such as
Blackbutt, Iron Bark, Sydney Blue Gum, etc.
In
the past, this widely varying resource has created difficulties in trying
to standardise glulam as a structural product. The milling procedure differs
from mill to mill, and from species to species and the result has been
that each producer has manufactured glulam of differing mechanical properties
and of differing depths and widths. Designers were unsure of which properties
and sizes were compatible, available and economic and the variance caused
them problems in designing glulam.
As
a result, the glulam manufactured by the GLTAA members has now been rationalised
in order to establish a set of industry standard properties and corresponding
sizes. The table below shows the GLTAA Glulam Mechanical Properties.
The
designation of each group relates to the short duration stiffness (in
GPa). The standard section sizes relating to each mechanical property
group are available on request from members. These section sizes are the
finished sizes of the glulam supplied. It is important for designers to
note, that the correct designation be nominated on drawings, e.g. 315x85
GL18.
This
makes the suppliers, builders, checkers and inspectors aware that the
beam is to be an accredited section of known size and grade. It allows
all producers capable of producing the grade of glulam to price the project
without the designer having to make the decision to specify a one supplier
product. The designation noted may be followed with a timber species if
the designer requires a specific appearance. It should also be followed
with a `C' for cambered (600M Industry Standard Radius) or an `S' for
straight beams.
Producers
nominated in their accreditation procedures which glulam properties they
produce. The make up of the glulam may be in any configuration, so long
as the grade and size of the glulam match that designated.
CHARACTERISTIC
STRENGTHS AND ELASTIC MODULI FOR HORIZONTALLY LAMINATED GLULAM GRADES
Stress
grades |
Characteristic
strengths (MPa) |
Elastic
moduli (MPa) |
Bending |
Tension
parallel to grain |
Shear
in beam |
Compression
parallel to grain |
Short
duration average modulus of elasticity parallel to the grain |
Short
duration average modulus
of rigidity
for
beams |
Fb |
Ft |
Fs |
Fc |
E |
G |
GL18 |
50 |
25 |
5.0 |
50 |
18500 |
1230 |
GL17 |
42 |
21 |
3.7 |
35 |
16700 |
1110 |
GL13 |
33 |
16 |
3.7 |
33 |
13300 |
900 |
GL12 |
25 |
12 |
3.7 |
29 |
11500 |
770 |
GL10 |
22 |
11 |
3.7 |
26 |
10000 |
670 |
GL8 |
19 |
10 |
3.7 |
24 |
8000 |
530 |
NOTE:
Glulam grade designations are based on the modulus of elasticity. Each
of the grades may be relevant to specific products. Further information
should be sought from appropriate industry associations
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