| Cl-4.1(Timber) |
- |
500 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
500 |
|
- |
| Cl-5.2.1(Glueing) |
- |
500 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
500 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
500 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
500 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
| Cl-5.4(Moisture Content) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-11.1(Marking) |
- |
500 |
|
- |
| Cl-11.3(Marking) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-4.1(Timber) |
- |
500 |
|
- |
| Cl-4.2(Adhesive) |
- |
500 |
|
- |
| Cl-5.1(Veneers) |
- |
500 |
|
- |
| Cl-5.2.1(Glueing) |
- |
500 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
500 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
500 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
500 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
500 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
500 |
|
- |
| Cl-5.3(Treatment) |
- |
500 |
|
- |
| Cl-5.4(Moisture Content) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
500 |
|
- |
| Cl-6.2(Thickness) |
- |
500 |
|
- |
| Cl-6.3(Squareness) |
- |
500 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
| Cl-9.3(Moisture Content) |
- |
500 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
500 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
500 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
500 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
500 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
500 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
500 |
|
- |
| 5.1.1(Defects in veneers) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
500 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
500 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
500 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
500 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
500 |
|
- |
| Cl-11.1(Marking) |
- |
500 |
|
- |
| Cl-11.3(Marking) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
500 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
500 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
0 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-4.1(Timber) |
- |
0 |
|
- |
| Cl-4.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.1(Veneers) |
- |
0 |
|
- |
| Cl-5.2.1(Glueing) |
- |
0 |
|
- |
| Cl -5.2.2(Thickness of Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
| Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
| Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
| Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
| Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
| Cl-5.3(Treatment) |
- |
0 |
|
- |
| Cl-5.4(Moisture Content) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (length)) |
- |
0 |
|
- |
| Cl-6.2(Thickness) |
- |
0 |
|
- |
| Cl-6.3(Squareness) |
- |
0 |
|
- |
| Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
0 |
|
- |
| Cl-9.3(Moisture Content) |
- |
0 |
|
- |
| Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
0 |
|
- |
| Cl-9.5.2(Water Resistance Test) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Along the grain) |
- |
0 |
|
- |
| Cl-9.7(Mycological Test -Adhesion) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-9.10(Retention of Preservative) |
- |
0 |
|
- |
| Cl-9.11(Formaldehyde Content Test) |
- |
0 |
|
- |
| Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
0 |
|
- |
| Cl-9.4.2(Adhesion of Plies) |
- |
0 |
|
- |
| 5.1.1(Defects in veneers) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl-6.1(Dimensions (width)) |
- |
0 |
|
- |
| Cl-8.3(Edge Straightness) |
- |
0 |
|
- |
| Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.6(Tensile Strength-Across the grain) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual) |
- |
0 |
|
- |
| Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
| Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
0 |
|
- |
| Cl-11.1(Marking) |
- |
0 |
|
- |
| Cl-11.3(Marking) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending) |
- |
0 |
|
- |
| Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending) |
- |
0 |
|
- |