Factory 4, 899 Mountain Hwy, Bayswater Victoria 3153 • Phone: 1300 788 705 • Fax: (03) 9923 6791
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Vicbeam manufactures and supplies different species of timber ranging
from plantation softwoods to hardwoods. Below are details of timber sizes, durability and grade appearance for your project.
Among the different timber species are mechanical properties measured for timber engineering. Each GLT timber performance are based on characteristic values for structural design as per GL Grades. Custom sizes and timber face lamination are available upon request.
45 x 166, 200, 233, 266, 300, 333, 366, 400
90 x 166, 200, 233, 266, 300, 333, 366, 400, 433, 466, 500, 533, 566, 600
140 x 166, 200, 233, 266, 300, 333, 366, 400, 433, 466, 500, 533, 566, 600
*Download data sheet for more information.
Durability Class 1
A1 Grade
FJ/A1 Grade
A2 Grade
B Grade
Bending Strength
Tension Strength
Compression Strength
Shear Strength
Fm,k = 16
Ft,0,k = 10 (parallel), Ft,90,k = 0.5 (perpendicular)
Fc,0,k = 17 (parallel), Fc,90,k = 2.2 (perpendicular)
Fv,k = 1.8
Fm,k = 22
Ft,0,k = 13 (parallel), Ft,90,k = 0.5 (perpendicular)
Fc,0,k = 20 (parallel), Fc,90,k = 2.4 (perpendicular)
Fv,k = 2.4
Mean MOE Parallel
5% MOE Parallel
Mean MOE Perpendicular
Mean Shear Modulus
E0,mean = 8
E0,0.5 = 5.4
E90,mean = 0.27
Gmean = 0.5
*Download resources for more information
E0,mean = 10
E0,0.5 = 6.7
E90,mean = 0.33
Gmean = 0.63
Mean MOE Parallel: E0,mean = 8
5% MOE Parallel: E0,0.5 = 5.4
Mean MOE Perpendicular: E90,mean = 0.27
Mean Shear Modulus: Gmean = 0.5
Mean MOE Parallel: E0,mean = 10
5% MOE Parallel: E0,0.5 = 6.7
Mean MOE Perpendicular: E90,mean = 0.33
Mean Shear Modulus: Gmean = 0.63
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
Durability Class 4
Plantation Softwood
Available in H3 treated or untreated
Available Cambered (600m radius) and Straight
A grade appearance
B grade structural
Glulam Grade
Bending Strength
Tension Strength
Shear Strength
Compression Strength
Modulus of Elasticity
Modulus of Rigidity
Density
GL10
f’b = 22MPa
f’t = 11MPa
f’s = 3.7MPa
f’c = 26MPa
E = 10,000MPa
G = 670MPa
550 kg/m³
Stress Grade: GL10
Bending Strength: f’b = 22MPa
Tension Strength: f’t = 11MPa
Shear Strength: f’s = 3.7MPa
Compression Strength: f’c = 26MPa
Modulus of Elasticity: E = 10,000MPa
Modulus of Rigidity: G = 670MPa
Density: 550 kg/m³
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
Durability Class 1
Plantation Softwood
Available in untreated
Available Cambered (600m radius) and Straight
A grade appearance
Glulam Grade
Bending Strength
Tension Strength
Shear Strength
Compression Strength
Modulus of Elasticity
Modulus of Rigidity
Density
GL10
f’b = 22MPa
f’t = 11MPa
f’s = 3.7MPa
f’c = 26MPa
E = 10,000MPa
G = 670MPa
700 kg/m³
Stress Grade: GL10
Bending Strength: f’b = 22MPa
Tension Strength: f’t = 11MPa
Shear Strength: f’s = 3.7MPa
Compression Strength: f’c = 26MPa
Modulus of Elasticity: E = 10,000MPa
Modulus of Rigidity: G = 670MPa
Density: 700 kg/m³
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
Durability Class 4
Plantation Hardwood
Available in H3 treated or untreated
Available Cambered (600m radius) and straight
A grade appearance
B grade structural
Glulam Grade
Bending Strength
Tension Strength
Shear Strength
Compression Strength
Modulus of Elasticity
Modulus of Rigidity
Density
GL15
f’b = 45MPa
f’t = 24MPa (parallel)
f’s = 4.1MPa
f’c = 36MPa
E = 15,200MPa
G = 1,1010MPa
650 kg/m³
Stress Grade: GL18
Bending Strength: f’b = 50MPa
Tension Strength: f’t = 25MPa (parallel)
Shear Strength: f’s = 5.0MPa
Compression Strength: f’c = 50MPa
Modulus of Elasticity: E = 18,500MPa
Modulus of Rigidity: G = 1,230MPa
Density: 650 kg/m³
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
Durability Class 1
Plantation Hardwood
BAL29 rating
Available in untreated only
Available Cambered (600m radius) and straight
A grade appearance
Glulam Grade
Bending Strength
Tension Strength
Shear Strength
Compression Strength
Modulus of Elasticity
Modulus of Rigidity
Density
GL18
f’b = 50MPa
f’t = 25MPa (parallel)
f’s = 5.0MPa
f’c = 50MPa
E = 18,500MPa
G = 1,230MPa
900 kg/m³
Stress Grade: GL18
Bending Strength: f’b = 50MPa
Tension Strength: f’t = 25MPa (parallel)
Shear Strength: f’s = 5.0MPa
Compression Strength: f’c = 50MPa
Modulus of Elasticity: E = 18,500MPa
Modulus of Rigidity: G = 1,230MPa
Density: 900 kg/m³
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
Durability Class 1
Plantation Hardwood
BAL29 rating
Available in untreated
Available Cambered (600m radius) and Straight
A grade appearance
Glulam Grade
Bending Strength
Tension Strength
Shear Strength
Compression Strength
Modulus of Elasticity
Modulus of Rigidity
Density
GL21
f’b = 50MPa
f’t = 10.2MPa
f’s = 16.0MPa
f’c = 13MPa
E = 21,000MPa
G = 1,400MPa
990kg/m3
Stress Grade: GL21
Bending Strength: f’b = 17MPa
Tension Strength: f’t = 10.2MPa
Shear Strength: f’s = 16.0MPa
Compression Strength: f’c = 12MPa
Modulus of Elasticity: E = 21,000MPa
Modulus of Rigidity: G = 1,400MPa
Density: 990kg/m3
* Standard sizes are based on timber width and height.
Additional measurements are available upon request.
We’re open 9-5 weekdays
and our friendly staff will be in touch
Factory 4, 899 Mountain Hwy, Bayswater Victoria 3153 • Phone: 1300 788 705 • Fax: (03) 9923 6791
© Copyright vicbeam. All rights reserved • About Us • Terms of use • Privacy Policy