AS/NZS 4357.0:2005 Structural Laminated Veneer Lumber – Manufacturing, Characterization and Verification Requirements

E0 & H2-S Treated Structural LVL – Formaldehyde Emission and Durability Compliance

Bending, Shear and Compression Strength of Structural LVL – Characteristic Values and Test Methods

Modulus of Elasticity (E) and Shear Modulus (G) for Structural LVL Major & Minor Axes

Description

•Structural LVL Density：520–730 kg/m³
• Structural L LVL Moisture content：9 %–12 %
• Structural LVL Tolerance on thickness：±1 mm
•Structural LVL Tolerance on length/width：±1 mm

STRUCTURAL LVL Grade E11（90 × 45 mm）：
• Structural LVL Bending strength f’b ≈ 63 MPa
• Structural LVL Shear strength f’s ≈ 4.7 MPa
• Structural LVL Compression perpendicular f’p ≈ 8 MPa
•Structural LVL Modulus of elasticity E ≈ 14 GPa

STRUCTURAL LVL Grade F17-E14（90 × 65 mm）：
•Structural LVL f’b ≈ 66 MPa
•Structural LVL f’s ≈ 5 MPa
•Structural LVL f’p ≈ 8 MPa
•Structural LVL E ≈ 13 GPa

•Structural LVL Thickness：35, 45, 63, 75, 90mm
•Structural LVL Width：35–600 mm
•Structural LVL Length：0.6 m–9.5 m

•Structural LVL Glue：Phenolic A-Bond / WBP
•Structural LVL Preservative：H2-S, H2, H3
•Structural LVL Formaldehyde：Super E0（≤0.3 mg/L）

•Structural LVL AS/NZS 4357 (Australia/NZ)
•Structural LVL EN 14279 & EN 14374 (Europe)
•Structural LVL ISO 9001, CE, FSC, PEFC, EPA/CARB, EUTR 等

Structural LVL 20′GP：约 23 m³（6–8 pallet）
Structural LVL 40′HQ：约 35-45 m³（12–20 pallet）