IS 14616:1999 specifies the requirements for Laminated Veneer Lumber (LVL), a structural composite made by laminating thin wood veneers with adhesive, aligned longitudinally to produce high-strength wood substitutes. This standard covers LVL dimensions, materials, workmanship, preservative treatments, mechanical properties, and testing methods, targeting applications such as beams, posts, door/window frames, furniture, and vehicle bodies. It is essential for manufacturers, engineers, and quality controllers involved in producing or using LVL for structural and load-bearing purposes in construction and manufacturing industries.
Overview
IS 14616:1999 specifies the requirements for Laminated Veneer Lumber (LVL), a structural composite made by laminating thin wood veneers with adhesive, aligned longitudinally to produce high-strength wood substitutes. This standard covers LVL dimensions, materials, workmanship, preservative treatments, mechanical properties, and testing methods, targeting applications such as beams, posts, door/window frames, furniture, and vehicle bodies. It is essential for manufacturers, engineers, and quality controllers involved in producing or using LVL for structural and load-bearing purposes in construction and manufacturing industries.
Audience
Contents
Structure
IS 14616: Scope & Key Specifications for Laminated Veneer Lumber (LVL)
| Property | Minimum Requirement |
|---|---|
| Modulus of rupture (N/mm²) | 50 |
| Modulus of elasticity (N/mm²) | 7,500 |
| Compressive strength parallel to grain (N/mm²) | 35 |
| Compressive strength perpendicular to grain: | |
| - Parallel to laminae (N/mm²) | 35 |
| - Perpendicular to laminae (N/mm²) | 50 |
| Horizontal shear strength (N/mm²) | |
| - Parallel to grain | 6 |
| - Perpendicular to grain | 8 |
| Tensile strength parallel to grain (N/mm²) | 55 |
| Screw holding power (N) | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness swelling after 2h water soak (%) | ≤ 3 |
graph LR
A[LVL Properties] --> B(Modulus of Rupture: 50 N/mm²)
A --> C(Modulus of Elasticity: 7,500 N/mm²)
A --> D(Comp. Strength Parallel: 35 N/mm²)
A --> E(Comp. Strength Perp. Parallel Laminae: 35 N/mm²)
A --> F(Comp. Strength Perp. Perp. Laminae: 50 N/mm²)
A --> G(Horizontal Shear Parallel: 6 N/mm²)
A --> H(Horizontal Shear Perp: 8 N/mm
IS 14616 Key References & Specifications Summary
| Property | Minimum Value |
|---|---|
| Modulus of rupture (N/mm²) | 50 |
| Modulus of elasticity (N/mm²) | 7,500 |
| Compressive strength parallel to grain (N/mm²) | 35 |
| Compressive strength perpendicular to grain: | |
| - Parallel to laminae (N/mm²) | 35 |
| - Perpendicular to laminae (N/mm²) | 50 |
| Horizontal shear strength (N/mm²): | |
| - Parallel to grain | 6 |
| - Perpendicular to grain | 8 |
| Tensile strength parallel to grain (N/mm²) | 55 |
| Screw holding power (N): | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness swelling in 2h water soaking (%) | Max 3 |
This concise data helps verify LVL properties per IS 14616 and guides test methods referencing IS 1708 series.
For detailed test procedures, refer to the respective IS parts.
flowchart LR
A[LVL Sample] --> B{Tests per IS 1708}
B --> C[Modulus of Rupture]
IS 14616 - Definitions & Key Specifications for LVL
| Property | Minimum Requirement |
|---|---|
| Modulus of rupture | 50 N/mm² |
| Modulus of elasticity | 7,500 N/mm² |
| Compressive strength parallel to grain | 35 N/mm² |
| Compressive strength perpendicular to grain | a) Parallel to laminae: 35 N/mm²<br>b) Perpendicular to laminae: 50 N/mm² |
| Horizontal shear strength | a) Parallel to grain: 6 N/mm²<br>b) Perpendicular to grain: 8 N/mm² |
| Tensile strength parallel to grain | 55 N/mm² |
| Screw holding power | a) Edge: 2,300 N<br>b) Face: 2,700 N |
| Thickness swelling (2h water soak) | Max 3% |
flowchart LR
A[LVL Specimens] --> B{Tests per IS 1708}
B --> C[Modulus of Rupture (Part 6)]
B --> D[Modulus of Elasticity]
B --> E[Compressive Strength Parallel (Part 8)]
B --> F[Compressive Strength Perpendicular (Part 9)]
B --> G[Shear Strength (Part 11)]
B --> H[Tensile Strength (Part 12)]
B --> I[Nail & Screw Holding Power (Part 15)]
C & D & E & F & G & H & I --> J[Check against Table 1 requirements]
IS 14616: Key Material Properties & Specifications for LVL
| Property | Minimum Requirement | Unit |
|---|---|---|
| Modulus of rupture | 50 | N/mm² |
| Modulus of elasticity | 7,500 | N/mm² |
| Compressive strength parallel to grain | 35 | N/mm² |
| Compressive strength perpendicular to grain: | ||
| - Parallel to laminae | 35 | N/mm² |
| - Perpendicular to laminae | 50 | N/mm² |
| Horizontal shear strength: | ||
| - Parallel to grain | 6 | N/mm² |
| - Perpendicular to grain | 8 | N/mm² |
| Tensile strength parallel to grain | 55 | N/mm² |
| Screw holding power: | ||
| - Edge | 2,300 | N |
| - Face | 2,700 | N |
| Thickness swelling after 2h water soaking | ≤ 3 | % |
Additional Specifications:
Testing Protocol:
This ensures LVL's structural reliability and durability per IS 14616 standards.
IS 14616: Manufacture of Laminated Veneer Lumber (LVL) — Key Specifications
| Property | Minimum Value |
|---|---|
| Modulus of Rupture (N/mm²) | 50 |
| Modulus of Elasticity (N/mm²) | 7,500 |
| Compressive Strength Parallel to Grain (N/mm²) | 35 |
| Compressive Strength Perpendicular to Grain: | |
| - Parallel to Laminae (N/mm²) | 35 |
| - Perpendicular to Laminae (N/mm²) | 50 |
| Horizontal Shear Strength (N/mm²): | |
| - Parallel to Grain | 6 |
| - Perpendicular to Grain | 8 |
| Tensile Strength Parallel to Grain (N/mm²) | 55 |
| Screw Holding Power (N): | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness Swelling after 2 h soaking (%) | ≤ 3 |
flowchart TD
A[Raw Veneers] --> B[Drying to 5-15% Moisture]
IS 14616: Key Dimensions & Tolerances for LVL
| Defect | Permissible Limit |
|---|---|
| Jointing gaps | ≤ 3 mm wide, staggered between plies |
| Slope of grain | ≤ 1 in 10 (face layers) |
| Tight knots | Max 3 knots ≤ 25 mm diameter per m², spaced ≥ 300 mm apart |
| Warp | ≤ 1.5 mm/m length |
| Property | Minimum / Maximum Value |
|---|---|
| Modulus of rupture | ≥ 50 N/mm² |
| Modulus of elasticity | ≥ 7,500 N/mm² |
| Compressive strength (parallel) | ≥ 35 N/mm² |
| Compressive strength (perp. to laminae) | ≥ 35 N/mm² (parallel), 50 N/mm² (perpendicular) |
| Horizontal shear strength | ≥ 6 N/mm² (parallel), 8 N/mm² (perpendicular) |
| Tensile strength (parallel) | ≥ 55 N/mm² |
| Screw holding power | Edge: ≥ 2300 N, Face: ≥ 2700 N |
| Thickness swelling (2h soak) | ≤ 3% |
graph TD
A[LVL Dimensions] --> B[Width & Thickness Margin ≤ 3mm]
A --> C[Length Margin ≤ 12mm]
D[Workmanship Defects] --> E[Jointing gaps ≤ 3mm]
D --> F[Slope of grain ≤ 1:10]
D --> G[Tight knots ≤ 3 per m², ≤25mm dia]
D --> H[Warp ≤ 1.
IS 14616: Workmanship and Finish for LVL
| Defect | Limit |
|---|---|
| Jointing gaps | ≤ 3 mm wide, well staggered |
| Slope of grain | ≤ 1 in 10 (face layers) |
| Tight knots | Max 3 knots ≤ 25 mm diameter/m², spaced ≥ 300 mm apart |
| Warp | ≤ 1.5 mm per metre length |
| Property | Minimum Value |
|---|---|
| Modulus of rupture (N/mm²) | 50 |
| Modulus of elasticity (N/mm²) | 7,500 |
| Compressive strength parallel to grain (N/mm²) | 35 |
| Compressive strength perpendicular to grain: | |
| - Parallel to laminae (N/mm²) | 35 |
| - Perpendicular to laminae (N/mm²) | 50 |
| Horizontal shear strength (N/mm²): | |
| - Parallel to grain | 6 |
| - Perpendicular to grain | 8 |
| Tensile strength parallel to grain (N/mm²) | 55 |
| Screw holding power (N): | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness swelling in 2 h water soaking (%) | ≤ 3 |
graph LR
A[LVL Panel] --> B[Jointing gaps ≤ 3mm, staggered]
A --> C[Slope of grain ≤ 1:10 in face layers]
A --> D[Tight knots ≤ 3 per m², ≤ 25mm dia, spaced ≥ 300mm]
A --> E[Warp ≤ 1.5 mm/m length]
Note: Dimensions supplied include finishing margin unless specified as finished components. Testing per
IS 14616: Sampling and Testing Key Points
Samples are drawn randomly from batches as per:
| Batch Size (No. of Pieces) | No. of Pieces to Select |
|---|---|
| < 50 | 2 |
| 51 to 100 | 4 |
| 101 to 200 | 5 |
| 201 to 250 | 6 |
| 251 to 500 | 7 |
Refer IS 7638:1999 for detailed sampling methods.
| Property | Minimum Requirement |
|---|---|
| Modulus of Rupture (N/mm²) | 50 |
| Modulus of Elasticity (N/mm²) | 7,500 |
| Compressive Strength Parallel to Grain (N/mm²) | 35 |
| Compressive Strength Perpendicular to Grain: | |
| - Parallel to Laminae (N/mm²) | 35 |
| - Perpendicular to Laminae (N/mm²) | 50 |
| Horizontal Shear Strength (N/mm²): | |
| - Parallel to Grain | 6 |
| - Perpendicular to Grain | 8 |
| Tensile Strength Parallel to Grain (N/mm²) | 55 |
| Screw Holding Power (N): | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness Swelling after 2h water soaking (%) | Max 3 |
flowchart TD
A[Sample Selection as per Batch Size] --> B[Conditioning: 6 Cycles Boiling & Drying]
B --> C[Strength Tests on 6 Specimens]
C --> D[Evaluate Properties vs Table 1 Requirements]
D --> E{Pass or Fail}
This ensures quality and conformity of Laminated Veneer
IS 14616: General Requirements for Laminated Veneer Lumber (LVL)
| Property | Minimum Value / Maximum (%) |
|---|---|
| Modulus of Rupture (N/mm²) | 50 |
| Modulus of Elasticity (N/mm²) | 7,500 |
| Compressive Strength Parallel to Grain (N/mm²) | 35 |
| Compressive Strength Perpendicular to Grain: | |
| - Parallel to Laminae (N/mm²) | 35 |
| - Perpendicular to Laminae (N/mm²) | 50 |
| Horizontal Shear Strength: | |
| - Parallel to Grain (N/mm²) | 6 |
| - Perpendicular to Grain (N/mm²) | 8 |
| Tensile Strength Parallel to Grain (N/mm²) | 55 |
| Screw Holding Power: | |
| - Edge (N) | 2,300 |
| - Face (N) | 2,700 |
| Thickness Swelling in 2h Water Soaking (%) | Max 3 |
graph LR
A[LVL Properties] --> B[Modulus of Rupture: 50 N/mm²]
A --> C[Modulus of Elasticity: 7,500 N/mm²]
A --> D[Compressive Strength]
D --> D1[Parallel to Grain: 35 N/mm²]
D --> D2[Perpendicular to Laminae: 50 N/mm²]
A --> E[Horizontal Shear]
E --> E1[Parallel: 6 N/mm²]
E --> E2[Perpendicular: 8 N/mm²]
A --> F[Tensile Strength: 55 N/mm²]
A --> G[Screw Holding Power]
G --> G1[Edge: 2,
IS 14616: Marking and Certification Key Points
Each LVL piece must be legibly and indelibly marked near one corner with:
These govern test methods and properties relevant to LVL:
| IS No. | Title |
|---|---|
| IS 401:1982 | Code of practice for preservation of timber |
| IS 1708 (Parts 5,6,8,9,11,12,15): Various | Methods for testing timber strength and properties |
| IS 1734 (Part 1):1983 | Density and moisture content determination |
| IS 2380 (Part 17):1977 | Swelling and other tests for wood particle boards |
| Marking Item | Description |
|---|---|
| Manufacturer Name | Name or trade-mark of producer |
| Thickness | LVL thickness in mm |
| Year of Manufacture | Year LVL was produced |
| Eco-Mark Criteria | If LVL is labelled as Eco-Mark |
This ensures traceability, quality assurance, and compliance with BIS regulations for laminated veneer lumber.
Environmental Compliance (Clause 9.1.2):
Specific Requirements (Clause 9.2):
Testing Requirements (Clause 8.2.3):
graph TD
A[Compressive Strength Tests] --> B[Parallel to Grain]
A --> C[Perpendicular to Grain & Parallel to Laminate]
A --> D[Perpendicular to Grain & Perpendicular to Laminate]
For detailed mechanical values, refer to Table 1 of IS 14616:1999 and related test methods in IS 1659 and IS 1708.
IS 14616: List of Referenced Indian Standards for Laminated Veneer Lumber (LVL)
| IS No. | Title |
|---|---|
| IS 401 : 1982 | Code of practice for preservation of timber (3rd revision) |
| IS 707 : 1976 | Glossary of terms applicable to timber technology and utilization (2nd revision) |
| IS 1708 (Part 5,6,8,9,11,12,15) : 1983-1986 | Methods of testing timber: density, moisture, bending, compressive, tensile, shear strengths |
| IS 1734 (Part 1) : 1983 | Methods of test for plywood: density, moisture content, adhesion of plies |
| IS 2380 (Part 17) : 1977 | Methods of test for wood particle boards: swelling in water |
| IS 7638 : 1999 | Wood/ligno-cellulosic based panel products - Methods of sampling (2nd revision) |
| Test Type | IS Part | Description |
|---|---|---|
| Static bending strength | Part 6 | Two-point loading method |
| Compressive strength | Part 8 | Parallel to grain |
| Compressive strength | Part 9 | Perpendicular to grain |
| Shear strength | Part 11 | Parallel to grain |
| Tensile strength | Part 12 | Parallel to grain |
| Nail and screw holding | Part 15 | Holding power test |
flowchart LR
A[LVL Material] --> B[Testing as per IS 1708 Parts]
B --> C{Strength Tests}
C --> D[Static Bending]
C --> E[Compressive Parallel]
C
IS 14616: Test Methods for Micro-organism Resistance & Mechanical Properties of LVL
Specimen Preparation (Clause 2.2):
Sawdust is inoculated with spores of wood-destroying fungi and loosely compacted. Test specimens are pressed so their top surfaces align with the sawdust surface.
Incubation (Clause 2.3):
The dish is covered with glass and sealed with modeling clay to maintain saturated water vapor atmosphere, promoting fungal attack.
| Property | Min. Value |
|---|---|
| Modulus of Rupture (N/mm²) | 50 |
| Modulus of Elasticity (N/mm²) | 7,500 |
| Compressive Strength Parallel to Grain (N/mm²) | 35 |
| Compressive Strength Perpendicular to Grain: | |
| a) Parallel to Laminae (N/mm²) | 35 |
| b) Perpendicular to Laminae (N/mm²) | 50 |
| Horizontal Shear Strength (N/mm²): | |
| a) Parallel to Grain | 6 |
| b) Perpendicular to Grain | 8 |
| Tensile Strength Parallel to Grain (N/mm²) | 55 |
| Screw Holding Power (N): | |
| a) Edge | 2,300 |
| b) Face | 2,700 |
| Thickness Swelling in 2h Water Soaking (%) | Max 3 |
flowchart TD
A[Prepare Sawdust with Fungal Spores] --> B[Press Specimens into Sawdust]
B -->
Committee Composition is detailed in Annex C of IS 14616, specifying members from diverse organizations related to wood products, plywood, forestry, packaging, government departments, and research institutes.
If you need formulas or tables related to LVL design or testing, please specify, and I can provide relevant IS code references or engineering formulas.
graph TD
A[Committee Chair] --> B[Technical Institutes]
A --> C[Government Departments]
A --> D[Manufacturers & Associations]
A --> E[Research Organizations]
B --> F[IPIRTI Bangalore]
C --> G[Public Works Dept]
C --> H[Ministry of Defence]
D --> I[Plywood Manufacturers]
E --> J[FRI Dehra Dun]
E --> K[IWST Bangalore]
This diagram shows the broad representation in the committee for comprehensive standard development.
Frequently Asked
According to IS 14616:1999, the permitted wood veneers for Laminated Veneer Lumber (LVL) production are:
These species are chosen for their availability and suitable density range (0.6 to 0.75 g/cm³) for structural LVL as per the standard.
Summary:
| Wood Species | Source | Density Range (g/cm³) |
|---|---|---|
| Rubber wood | Plantation | 0.6 – 0.75 |
| Silver oak | Plantation | 0.6 – 0.75 |
| Eucalyptus | Plantation | 0.6 – 0.75 |
| Poplars | Plantation | 0.6 – 0.75 |
| Acacias | Plantation | 0.6 – 0.75 |
This ensures sustainable sourcing and consistent structural quality for LVL.
According to IS 14616, the adhesive requirements for Laminated Veneer Lumber (LVL) are:
| Parameter | Requirement |
|---|---|
| Adhesive Grade | BWP (Boiling Water Proof) |
| Standard | IS 848 |
| Compatibility | Must be compatible with preservatives used on veneers |
This ensures LVL meets mechanical strength and durability criteria per IS 14616 Clause 8.2.3.
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IS 14616 on Preservative Treatments & Adhesive Compatibility for LVL Veneers:
| Aspect | Requirement |
|---|---|
| Preservative types | Fixed water-soluble (CCA, CCB), non-leachable solvent-soluble (IS 401) |
| Timing | Before lamination |
| Moisture content | ≤ 10% before bonding |
| Compatibility | Must match adhesive type |
| Retention levels | As per IS 401 based on use |
This ensures durability without compromising adhesive bond strength.
According to IS 14616 Clause 8.2.3 and Table 1, LVL must meet the following minimum mechanical strength properties:
| Property | Minimum Requirement |
|---|---|
| Modulus of Rupture (MOR) | 50 N/mm² |
| Modulus of Elasticity (MOE) | 7,500 N/mm² |
| Compressive Strength Parallel to Grain | 35 N/mm² |
| Compressive Strength Perpendicular to Grain | |
| - Parallel to Laminae | 35 N/mm² |
| - Perpendicular to Laminae | 50 N/mm² |
| Horizontal Shear Strength | |
| - Parallel to Grain | 6 N/mm² |
| - Perpendicular to Grain | 8 N/mm² |
| Tensile Strength Parallel to Grain | 55 N/mm² |
| Screw Holding Power | |
| - Edge | 2,300 N |
| - Face | 2,700 N |
| Thickness Swelling (2h water soaking) | Max 3% |
Testing: Six specimens are tested per property following IS 1708 parts referenced in the standard.
This ensures LVL's structural reliability for load-bearing applications.
Sampling and Testing Procedures for LVL Quality Assurance as per IS 14616
Sampling Scale & Criteria:
Number of Test Specimens:
Testing Standards:
Acceptance Criteria (Table 1):
| Property | Minimum Requirement |
|---|---|
| Modulus of Rupture (N/mm²) | 50 |
| Modulus of Elasticity (N/mm²) | 7,500 |
| Compressive Strength Parallel (N/mm²) | 35 |
| Compressive Strength Perpendicular: | |
| - Parallel to laminae (N/mm²) | 35 |
| - Perpendicular to laminae (N/mm²) | 50 |
| Horizontal Shear Strength (N/mm²): | |
| - Parallel to grain | 6 |
| - Perpendicular to grain | 8 |
| Tensile Strength Parallel (N/mm²) | 55 |
| Screw Holding Power (N): | |
| - Edge | 2,300 |
| - Face | 2,700 |
| Thickness Swelling (2h water soak %) | Max 3 |
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