IS 146161999AI Search Enabled✦ AI Generated

Laminated veneer lumber - Specification

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.

14Sections
58Clauses Indexed
AI Search Ready
1999Edition
Wood and other Lignocellulosic productsCategory
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What This Standard Covers

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.

Who Uses This Standard

  • Structural Engineers
  • Wood Product Manufacturers
  • Quality Control Inspectors
  • Construction Engineers
  • Furniture Designers
  • Architects
  • Material Testing Laboratories

Key Topics Covered

Definition and scope of Laminated Veneer Lumber (LVL)
Material specifications for veneers and adhesives
Preservative treatment requirements
Dimensional tolerances and finishing margins
Workmanship and permissible defects
Mechanical properties including strength and elasticity
Sampling and testing procedures
Adhesion and durability tests
Moisture content and swelling limits
Marking and certification requirements
Eco-Mark environmental compliance
Packaging and delivery conditions

Table of Contents

1Scope

IS 14616: Scope & Key Specifications for Laminated Veneer Lumber (LVL)

Scope Summary (Clause 9.1 & Intro)

  • LVL is a reconstituted ligno-cellulosic product made by laminating veneers.
  • Used as a substitute for solid wood in load-bearing members like beams, posts, stringers, and structural framework.
  • Eco-friendly alternative to natural wood, overcoming defects like knots, warping, and growth stresses.
  • Suitable for structural applications requiring high anisotropic strength along grain.

Key Mechanical Properties (from Table 1, Clause 8.2.3)

PropertyMinimum 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 grain6
- Perpendicular to grain8
Tensile strength parallel to grain (N/mm²)55
Screw holding power (N)
- Edge2,300
- Face2,700
Thickness swelling after 2h water soak (%)≤ 3

Testing Standards

  • Strength tests as per IS 1708 (Parts 6,8,9,11,12,15).
  • Sampling and conformity per IS 7638.

Summary Diagram: LVL Properties Overview

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
2References

IS 14616 Key References & Specifications Summary

1. Strength Test Requirements (Clause 8.2.3 & Table 1)

PropertyMinimum 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 grain6
- Perpendicular to grain8
Tensile strength parallel to grain (N/mm²)55
Screw holding power (N):
- Edge2,300
- Face2,700
Thickness swelling in 2h water soaking (%)Max 3

2. Testing Standards (IS 1708 Parts)

  • Static bending strength: IS 1708 (Part 6)
  • Compressive strength parallel to grain: IS 1708 (Part 8)
  • Compressive strength perpendicular to grain: IS 1708 (Part 9)
  • Shear strength parallel to grain: IS 1708 (Part 11)
  • Tensile strength parallel to grain: IS 1708 (Part 12)
  • Nail and screw holding power: IS 1708 (Part 15)

3. Additional References (Annex A)

  • IS 401: Timber preservation
  • IS 707: Timber terminology
  • IS 1734: Plywood density & moisture content
  • IS 2380 (Part 17): Swelling in water test for wood boards

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]
3Definitions

IS 14616 - Definitions & Key Specifications for LVL

Definitions

  • Refer to IS 707 for timber-related terminology.
  • LVL (Laminated Veneer Lumber) properties and test methods align with IS 1708 parts and other referenced IS standards (see Annex A).

Key Mechanical Properties (Table 1, Clause 8.2.3)

PropertyMinimum Requirement
Modulus of rupture50 N/mm²
Modulus of elasticity7,500 N/mm²
Compressive strength parallel to grain35 N/mm²
Compressive strength perpendicular to graina) Parallel to laminae: 35 N/mm²<br>b) Perpendicular to laminae: 50 N/mm²
Horizontal shear strengtha) Parallel to grain: 6 N/mm²<br>b) Perpendicular to grain: 8 N/mm²
Tensile strength parallel to grain55 N/mm²
Screw holding powera) Edge: 2,300 N<br>b) Face: 2,700 N
Thickness swelling (2h water soak)Max 3%

Testing Standards (IS 1708 Parts)

  • Bending strength: Part 6
  • Compressive strength parallel/perpendicular: Parts 8 & 9
  • Shear strength: Part 11
  • Tensile strength: Part 12
  • Nail & screw holding: Part 15

Summary Diagram: LVL Property Testing Flow

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]
4Materials

IS 14616: Key Material Properties & Specifications for LVL

PropertyMinimum RequirementUnit
Modulus of rupture50N/mm²
Modulus of elasticity7,500N/mm²
Compressive strength parallel to grain35N/mm²
Compressive strength perpendicular to grain:
- Parallel to laminae35N/mm²
- Perpendicular to laminae50N/mm²
Horizontal shear strength:
- Parallel to grain6N/mm²
- Perpendicular to grain8N/mm²
Tensile strength parallel to grain55N/mm²
Screw holding power:
- Edge2,300N
- Face2,700N
Thickness swelling after 2h water soaking≤ 3%

Additional Specifications:

  • Moisture content: 5% to 15% (IS 1734 Part 1)
  • Testing methods: IS 1708 Parts 6, 8, 9, 11, 12, 15
  • Swelling test: IS 2380 Part 17

Testing Protocol:

  • Six specimens tested for each property
  • Average values must meet above requirements

This ensures LVL's structural reliability and durability per IS 14616 standards.

5Manufacture

IS 14616: Manufacture of Laminated Veneer Lumber (LVL) — Key Specifications

Moisture Content (Clause 8.2.1)

  • Average moisture content of 3 test specimens: 5% to 15% (per IS 1734 Part 1).

Strength Requirements (Clause 8.2.3, Table 1)

PropertyMinimum 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 Grain6
- Perpendicular to Grain8
Tensile Strength Parallel to Grain (N/mm²)55
Screw Holding Power (N):
- Edge2,300
- Face2,700
Thickness Swelling after 2 h soaking (%)≤ 3

Dimensional Tolerances (Clause 6.2)

  • Dressing & finishing margin:
    • Width & thickness: ≤ 3 mm
    • Length: ≤ 12 mm

Permissible Defects (Clause 7)

  • Jointing gaps: ≤ 3 mm wide, staggered between plies
  • Slope of grain (face layers): ≤ 1 in 10
  • Tight knots: max 3 per m², diameter ≤ 25 mm, spaced ≥ 300 mm apart
  • Warp: ≤ 1.5 mm per meter length

Manufacturing Cycle (Clause 8.2.2(b))

  • 6 cycles of:
    • 8 hours boiling in water
    • 16 hours drying at 65 ± 5°C oven

flowchart TD
    A[Raw Veneers] --> B[Drying to 5-15% Moisture]
6Dimensions and Tolerances

IS 14616: Key Dimensions & Tolerances for LVL

Dimensions (Clause 6.1 & 6.2)

  • Margin for dressing & finishing:
    • Width & Thickness: ≤ 3 mm
    • Length: ≤ 12 mm
  • Supplied LVL dimensions include margin unless finished size is ordered.

Workmanship Tolerances (Clause 7)

DefectPermissible Limit
Jointing gaps3 mm wide, staggered between plies
Slope of grain1 in 10 (face layers)
Tight knotsMax 3 knots ≤ 25 mm diameter per m², spaced ≥ 300 mm apart
Warp1.5 mm/m length

Strength & Physical Requirements (Clause 8.2.3 & Table 1)

PropertyMinimum / Maximum Value
Modulus of rupture50 N/mm²
Modulus of elasticity7,500 N/mm²
Compressive strength (parallel)35 N/mm²
Compressive strength (perp. to laminae)35 N/mm² (parallel), 50 N/mm² (perpendicular)
Horizontal shear strength6 N/mm² (parallel), 8 N/mm² (perpendicular)
Tensile strength (parallel)55 N/mm²
Screw holding powerEdge: ≥ 2300 N, Face: ≥ 2700 N
Thickness swelling (2h soak)3%

Summary Diagram: Tolerances & Dimensions

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.
7Workmanship and Finish

IS 14616: Workmanship and Finish for LVL

Key Specifications (Clause 7 & 6.2)

  • Margin for dressing/finishing:
    • Width & thickness: ≤ 3 mm
    • Length: ≤ 12 mm
  • Permissible defects:
DefectLimit
Jointing gaps≤ 3 mm wide, well staggered
Slope of grain≤ 1 in 10 (face layers)
Tight knotsMax 3 knots ≤ 25 mm diameter/m², spaced ≥ 300 mm apart
Warp≤ 1.5 mm per metre length

Strength Requirements (Clause 8.2.3, Table 1)

PropertyMinimum 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 grain6
- Perpendicular to grain8
Tensile strength parallel to grain (N/mm²)55
Screw holding power (N):
- Edge2,300
- Face2,700
Thickness swelling in 2 h water soaking (%)≤ 3

Summary Diagram of Permissible Defects

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

8Sampling and Testing

IS 14616: Sampling and Testing Key Points

1. Sampling (Clause 8.1)

Samples are drawn randomly from batches as per:

Batch Size (No. of Pieces)No. of Pieces to Select
< 502
51 to 1004
101 to 2005
201 to 2506
251 to 5007

Refer IS 7638:1999 for detailed sampling methods.


2. Testing (Clause 8.2.3 & Table 1)

PropertyMinimum 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 Grain6
- Perpendicular to Grain8
Tensile Strength Parallel to Grain (N/mm²)55
Screw Holding Power (N):
- Edge2,300
- Face2,700
Thickness Swelling after 2h water soaking (%)Max 3

3. Testing Conditions

  • Strength tests on six specimens each.
  • Conditioning includes 6 cycles of 8h boiling + 16h drying at 65 ± 5°C.

Summary Diagram of Testing Flow

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

9General Requirements

IS 14616: General Requirements for Laminated Veneer Lumber (LVL)

Key Specifications (Clause 9.1, 8.2.3, 8.2.4)

PropertyMinimum 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

Testing Standards

  • Tests per IS 1708 (Parts 6, 8, 9, 11, 12, 15)
  • Swelling per IS 2380 (Part 17)

Summary Diagram of Mechanical Properties

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,
10Marking and Certification

IS 14616: Marking and Certification Key Points

Marking (Clause 9.1)

Each LVL piece must be legibly and indelibly marked near one corner with:

  • Manufacturer's name or trade-mark
  • Thickness
  • Year of manufacture
  • Eco-Mark labelling criteria (if applicable)

BIS Certification Marking (Clause 9.2)

  • LVL may carry the BIS Standard Mark as per the Bureau of Indian Standards Act, 1986.
  • Use of Standard Mark is subject to BIS licensing conditions.
  • LVL should be delivered in good condition and properly packed.

Referenced IS Standards (Annex A)

These govern test methods and properties relevant to LVL:

IS No.Title
IS 401:1982Code of practice for preservation of timber
IS 1708 (Parts 5,6,8,9,11,12,15): VariousMethods for testing timber strength and properties
IS 1734 (Part 1):1983Density and moisture content determination
IS 2380 (Part 17):1977Swelling and other tests for wood particle boards

Summary Table for Marking Requirements

Marking ItemDescription
Manufacturer NameName or trade-mark of producer
ThicknessLVL thickness in mm
Year of ManufactureYear LVL was produced
Eco-Mark CriteriaIf LVL is labelled as Eco-Mark

This ensures traceability, quality assurance, and compliance with BIS regulations for laminated veneer lumber.

11Additional Requirements for Eco-Mark

IS 14616: Additional Requirements for Eco-Mark (Summary)

Environmental Compliance (Clause 9.1.2):

  • Manufacturer must obtain environmental consent clearance from the State Pollution Control Board.
  • Compliance with:
    • Water (Prevention and Control of Pollution) Act, 1974 & 1977
    • Air (Prevention and Control of Pollution) Act, 1981
    • Environment (Protection) Act, 1986 (authorization if required)
  • Must align with Forest Department rules.

Specific Requirements (Clause 9.2):

  • Laminated Veneer Lumber (LVL) must meet Eco-Mark specific criteria outlined in relevant standard clauses.
  • Manufacturer must submit documentary evidence (certificate/declaration) to BIS when applying.

Testing Requirements (Clause 8.2.3):

  • Test 6 specimens each for:
    • Modulus of Rupture (MOR)
    • Modulus of Elasticity (MOE)
    • Compressive strength (parallel & perpendicular to grain)
    • Horizontal shear strength (parallel & perpendicular)
    • Tensile strength parallel to grain
    • Nail and screw holding power
  • Tests per IS 1659, IS 1708 (various parts), IS 1734 (Part 9)
  • Average values must conform to Table 1 (mechanical property limits).

Key Notes for Eco-Mark Certification:

  • Eco-Mark is an optional label combined with ISI Mark.
  • Based on MoEF Gazette Notification No. 170, May 18, 1996.
  • Requires environment-friendly manufacturing and product characteristics.

Typical Mechanical Property Test Setup (Fig. 1):

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.

Annex AList of Referenced Indian Standards

IS 14616: List of Referenced Indian Standards for Laminated Veneer Lumber (LVL)

IS No.Title
IS 401 : 1982Code of practice for preservation of timber (3rd revision)
IS 707 : 1976Glossary of terms applicable to timber technology and utilization (2nd revision)
IS 1708 (Part 5,6,8,9,11,12,15) : 1983-1986Methods of testing timber: density, moisture, bending, compressive, tensile, shear strengths
IS 1734 (Part 1) : 1983Methods of test for plywood: density, moisture content, adhesion of plies
IS 2380 (Part 17) : 1977Methods of test for wood particle boards: swelling in water
IS 7638 : 1999Wood/ligno-cellulosic based panel products - Methods of sampling (2nd revision)

Key Notes:

  • Clause 8.1: Sampling and conformity criteria as per IS 7638.
  • Clause 9.2.1: Use of BIS Standard Mark regulated by BIS Act 1986.
  • LVL is engineered from plantation wood to overcome natural timber defects.
  • Testing covers static bending, tensile, compressive, shear strengths parallel/perpendicular to grain, moisture, density, and swelling.

Typical strength testing methods referenced (IS 1708 series):

Test TypeIS PartDescription
Static bending strengthPart 6Two-point loading method
Compressive strengthPart 8Parallel to grain
Compressive strengthPart 9Perpendicular to grain
Shear strengthPart 11Parallel to grain
Tensile strengthPart 12Parallel to grain
Nail and screw holdingPart 15Holding 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
Annex BTest Methods for Micro-organism Resistance

IS 14616: Test Methods for Micro-organism Resistance & Mechanical Properties of LVL


Micro-organism Resistance Test (Annex B, Clause 8.2.2)

  • 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.


Mechanical Properties & Strength Requirements (Clause 8.2.3 & Table 1)

PropertyMin. 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 Grain6
   b) Perpendicular to Grain8
Tensile Strength Parallel to Grain (N/mm²)55
Screw Holding Power (N):
   a) Edge2,300
   b) Face2,700
Thickness Swelling in 2h Water Soaking (%)Max 3

Notes:

  • Strength tests must follow IS 1708 parts for respective properties.
  • Average values from six specimens must meet or exceed above requirements.
  • Micro-organism resistance test ensures glue line durability against fungal attack.

flowchart TD
    A[Prepare Sawdust with Fungal Spores] --> B[Press Specimens into Sawdust]
    B -->
Annex CCommittee Composition

IS 14616: Committee Composition - Key Points

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.

Highlights:

  • Chairman: Shri V. Sivananda, Indian Plywood Industries Research and Training Institute, Bangalore
  • Members: Representatives from:
    • Indian Plywood Industries Research and Training Institute
    • Public Works Departments (various states)
    • Forest Departments
    • Plywood Manufacturers' Associations
    • Directorate General of Technical Development
    • Indian Institute of Packaging
    • Directorate General of Supplies & Disposals
    • Federation of Indian Plywood and Panel Industry
    • Central Public Works Department
    • National Test House
    • Ministry of Defence (R&D)
    • Indian Institute of Architects
    • Ministry of Railways (RDSO)
    • Various plywood and timber manufacturing companies
    • Research Institutes like Forest Research Institute (FRI), Institute of Wood Science and Technology, Central Building Research Institute (CSIR)

Purpose:

  • To guide the formulation of standards for Laminated Veneer Lumber (LVL) and other reconstituted ligno-cellulosic wood products.
  • To ensure representation from technical, manufacturing, research, and regulatory bodies for balanced standard development.

No standard formulas or tables are specified under Committee Composition.

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.

Popular Questions About IS 14616

?What types of wood veneers are permitted for LVL production under IS 14616?

According to IS 14616:1999, the permitted wood veneers for Laminated Veneer Lumber (LVL) production are:

  • Veneers must be from timber logs grown in plantations outside natural forests.
  • Typical species include:
    • Rubber wood
    • Silver oak
    • Eucalyptus
    • Poplars
    • Acacias

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 SpeciesSourceDensity Range (g/cm³)
Rubber woodPlantation0.6 – 0.75
Silver oakPlantation0.6 – 0.75
EucalyptusPlantation0.6 – 0.75
PoplarsPlantation0.6 – 0.75
AcaciasPlantation0.6 – 0.75

This ensures sustainable sourcing and consistent structural quality for LVL.

?What are the required adhesive types and their specifications for LVL?

According to IS 14616, the adhesive requirements for Laminated Veneer Lumber (LVL) are:

  • Adhesive Type: Only BWP (Boiling Water Proof) grade adhesive conforming to IS 848 shall be used (Clause 4.2.1).
  • Compatibility: The preservative treatment for veneers must be compatible with the adhesive used (Clause 4.3.1).

Key Points on Adhesive Specification (IS 848 BWP Grade):

  • Suitable for exterior-grade plywood and LVL with high moisture resistance.
  • Provides strong bonding under boiling water conditions.
  • Ensures durability and mechanical strength of LVL.

Summary Table:

ParameterRequirement
Adhesive GradeBWP (Boiling Water Proof)
StandardIS 848
CompatibilityMust be compatible with preservatives used on veneers

This ensures LVL meets mechanical strength and durability criteria per IS 14616 Clause 8.2.3.

Loading diagram...
?How does the standard address preservative treatments and compatibility with adhesives?

IS 14616 on Preservative Treatments & Adhesive Compatibility for LVL Veneers:

  • Clause 4.3.1: Veneers must receive preservative treatment before lamination using preservatives compatible with the adhesive.
  • Clause 4.3.2: Only these preservatives are allowed:
    • Fixed water-soluble types: CCA (Chromated Copper Arsenate) or CCB (Chromated Copper Borate)
    • Non-leachable solvent-soluble preservatives conforming to IS 401
  • Clause 5.1: After treatment, veneers should be dried and conditioned to ≤ 10% moisture content to ensure proper glue spread and bonding.
  • Clause 4.3.3: Preservative retention levels must follow IS 401 based on the end-use requirements.

Summary Table:

AspectRequirement
Preservative typesFixed water-soluble (CCA, CCB), non-leachable solvent-soluble (IS 401)
TimingBefore lamination
Moisture content≤ 10% before bonding
CompatibilityMust match adhesive type
Retention levelsAs per IS 401 based on use

This ensures durability without compromising adhesive bond strength.

?What mechanical strength properties must LVL meet according to the standard?

According to IS 14616 Clause 8.2.3 and Table 1, LVL must meet the following minimum mechanical strength properties:

PropertyMinimum Requirement
Modulus of Rupture (MOR)50 N/mm²
Modulus of Elasticity (MOE)7,500 N/mm²
Compressive Strength Parallel to Grain35 N/mm²
Compressive Strength Perpendicular to Grain
- Parallel to Laminae35 N/mm²
- Perpendicular to Laminae50 N/mm²
Horizontal Shear Strength
- Parallel to Grain6 N/mm²
- Perpendicular to Grain8 N/mm²
Tensile Strength Parallel to Grain55 N/mm²
Screw Holding Power
- Edge2,300 N
- Face2,700 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.

?What are the sampling and testing procedures for quality assurance of LVL?

Sampling and Testing Procedures for LVL Quality Assurance as per IS 14616

  1. Sampling Scale & Criteria:

    • Follow IS 7638 for sampling methods and conformity criteria (Clause 8.1).
  2. Number of Test Specimens:

    • Test six specimens each for the following properties (Clause 8.2.3):
      • Modulus of Rupture (MOR)
      • Modulus of Elasticity (MOE)
      • Compressive Strength (parallel & perpendicular to grain and laminae)
      • Horizontal Shear Strength (parallel & perpendicular to grain)
      • Tensile Strength (parallel to grain)
      • Nail and Screw Holding Power
  3. Testing Standards:

    • Conduct tests as per IS 1708 parts 6, 8, 9, 11, 12, and 15 respectively.
  4. Acceptance Criteria (Table 1):

PropertyMinimum 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 grain6
- Perpendicular to grain8
Tensile Strength Parallel (N/mm²)55
Screw Holding Power (N):
- Edge2,300
- Face2,700
Thickness Swelling (2h water soak %)Max 3
  1. Additional Conditioning:
    • Subject specimens to six cycles of 8h boiling + 16h drying at 65 ± 5°C before testing (Clause 8.2.2b).

Summary Flowchart of Sampling & Testing

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