Best Structural Plywood

AUSTIN CLUB PLUS

THE BEST STRUCTURAL PLYWOOD

Best Structural Plywood. Designed by: Buyersinn.com

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.

SPECIFICATION

# Tests Requirement as per IS 10701 : 2012 Test Results
1 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

2 Workmanship & Finish Satisfactory Satisfactory
3 Moisture Content, % 5-15% 8-10%
4 Glue Shear Strength in dry state,
Glue shear strength, N
Min. 1350 1650
5 Resistance to water ( After 72 hrs boiling).
Glue shear strength, N
Min.1000 1290
6 Resistance to micro-organism,
Glue shear strength, N

Min. 1000

1250

7 Tensile strength, N/mm²
Along the grain
Across the grain

Min. 55
Min. 35

75
44
8 Compressive strength, N/mm²
Along the grain
Across the grain

Min. 35
Min. 30

45.7
39.5
9 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