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AUSTIN CLUB PLUS

THE BEST STRUCTURAL PLYWOOD

Austin Club Plus+ plywood's are structural plywood's made as per IS:10701 standards. It is treated with best in class preservatives to ensure that it lasts its full service life. This is suitable for most building applications and comes in many sheet sizes, thicknesses and grades. Austin Club Plus+ is one of the most preferred structural plywood by the trusted builders across the country.

  • Borrer Proof

  • Fire Retradant

  • Termite Proof

  • Years Warrenty

Specifications

#
Test
Requirments as per IS 710 : 2010
Test Results
01
Dimension and Tolerance
Length, mm
Width, mm
Thickness,%
Less than 6 mm
6 mm and above
Squareness, %
Edge Straightness, %
+6mm, -0mm
+3mm, -0mm

±10%
±5%
Max 0.2%
Max 0.2%
+2mm, -0mm
+1mm, -0 mm

+2.5%
+1.75 %
0.09
0.08
02
Workmanship & Finish
Satisfactory
Satisfactory
03
Moisture Content, %
5-15%
8-10%
04
Glue Shear Strength in dry state,
Glue shear strength, N
Min. 1350
1650
05
Resistance to water ( After 72 hrs boiling).
Glue shear strength, N
Min.1000
1290
06
Resistance to micro-organism,
Glue shear strength, N
Min. 1000
1250
07
Tensile strength, N/mm²
Along the grain
Across the grain
Min. 55
Min. 35
75
45
08
Compressive strength, N/mm²
Along the grain
Across the grain
Min. 35
Min. 30
45.7
39.5
09
Panel shear strength, N/mm²
Min. 12.5
14.25
10
Modulus of Rigidity, N/mm²
Min. 588
605
11
Rolling shear strength, N/mm²
Min. 3
3.65
12
Static Bending Strength
Modulus of Elasticity, N/mm²
i)Parallel to face grain
a) Average
b) Minimum individual
Perpendicular to face grain
a)Average
b) Minimum individual
7500
6700

4000
3600
9350
8120

6230
5590
13
Static Bending Strength
Modulus of Rupture, N/mm²
i)Parallel to face grain
a) Average
b) Minimum individual
Perpendicular to face grain
a)Average
b) Minimum individual
50
45

30
27
69.0
61.5

55.6
52.0
14
Wet Bending Strength
Modulus of Elasticity, N/mm²
i)Parallel to face grain
a) Average
b) Minimum individual
Perpendicular to face grain
a)Average
b) Minimum individual
3750
3400

2000
1800
5430
4950

4430
3950
15
Wet Bending Strength
Modulus of Rupture, N/mm²
i)Parallel to face grain
a) Average
b) Minimum individual
Perpendicular to face grain
a)Average
b) Minimum individual
25
22

15
13
39.2
33.0

45.5
39.6
16
Preservative Treatment Test
Preservative Chemicals, in Kg/m³
Copper
Chromium
Retention of total preservative
--
--
Min 12.0 Kg/m³
9.1
6.5
15.6