single_project

AUSTIN FLEXI PLYWOOD

THE BEST FLEXIBLE PLYWOOD

Austin Flexi Ply is specially made to suit architectural design radius works. It is flexible and can be bent to any shape without breaking, chipping or any other carpentry work. It can be stained, painted, plastered or veneered. Austin Flexi Ply's are durable and preferred premium plywood in India.

  • 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%
+2 %
0.08
0.06
02
Workmanship & Finish
Satisfactory
Satisfactory
03
Moisture Content, %
5-15%
8-10%
04
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
8750
7560

5860
5370
04
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
8750
7560

5860
5370
05
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
61
53

45
42
06
Glue Shear Strength Test :
In Dry State,N
Average Value
Minimum individual
After Water Resistance Test,N
Average Value
Minimum individual
After Mycological Test,N
Average Value
Minimum individual
1350
1100

1000
800

1000
800
1610
1470

1270
1150

1220
1110
07
Test for Adhesion of Plies
In Dry State
After Water Resistance Test
After Mycological Test
Pass Standard
Pass Standard
Pass Standard
Excellent
Excellent
Pass Standard
09
Tensile Strength Test, N/mm²
Average Value parallel to the grain direction
Average Value perpendicular to the grain direction
Sum of Tensile Strength in both direction
Min. 42.0
Min. 25.0

Min. 84.5
59.25
42.0

101.25
10
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
5250
4870

4150
3720
11
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
37
31

27
24
04
Preservative Treatment Test
Preservative Chemicals, in Kg/m³
Copper
Chromium
Retention of total preservative
--
--
Min 12.0 Kg/m³
8.5
6.23
14.73