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IS 14616 : 1999Laminated veneer lumber - Specification

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ASTM D5456 · EN 14374 · AS/NZS 4357.0
CurrentSpecializedSpecificationBIMStructural Engineering · Wood and Other Lignocellulosic Products
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OverviewValues6InternationalTablesFAQ4Related

IS 14616:1999 is the Indian Standard (BIS) for laminated veneer lumber - specification. This standard specifies the requirements for Laminated Veneer Lumber (LVL), an engineered wood product used for structural applications. It covers materials (veneers, adhesives), manufacturing, dimensions, physical and mechanical properties, testing procedures, and marking.

Laminated veneer lumber - Specification

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Wood and Other Lignocellulosic Products
Type
Specification
International equivalents
ASTM D5456-21 · ASTM International, USAEN 14374:2004 · European Committee for Standardization (CEN), EuropeAS/NZS 4357.0:2005 · Standards Australia/Standards New Zealand, Australia/New ZealandJAS 233:2019 · Japanese Agricultural Standard (JAS), Japan
Typically used with
IS 848IS 1708IS 707IS 4983
Also on InfraLens for IS 14616
6Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! LVL is a directional material; always install members with the grain oriented for maximum strength as per design (usually edgewise for beams).
! Use Boiling Water Proof (BWP) grade Phenol Formaldehyde (PF) adhesive, especially for any members exposed to moisture, to prevent delamination.
! Protect LVL from weather during storage and construction to maintain its specified moisture content and structural integrity.
Frequently referenced clauses
Cl. 4RequirementsCl. 5Dimensions and TolerancesCl. 6Physical and Mechanical PropertiesCl. 7Workmanship and FinishCl. 8Tests
Pulled from IS 14616:1999. Browse the full clause & table index below in Tables & Referenced Sections.
laminated veneer lumberengineered woodwood veneersadhesives

International Equivalents

Similar International Standards
ASTM D5456-21ASTM International, USA
HighCurrent
Standard Specification for Evaluation of Structural Composite Lumber Products
Covers qualification and quality control for various Structural Composite Lumber, including LVL, focusing on performance.
EN 14374:2004European Committee for Standardization (CEN), Europe
HighCurrent
Timber structures - Structural laminated veneer lumber - Requirements
Specifies requirements, test methods, and conformity control for structural LVL used in buildings.
AS/NZS 4357.0:2005Standards Australia/Standards New Zealand, Australia/New Zealand
HighCurrent
Structural laminated veneer lumber, Part 0: Specifications
Details material, production, and performance requirements for LVL intended for structural use.
JAS 233:2019Japanese Agricultural Standard (JAS), Japan
MediumCurrent
Laminated Veneer Lumber
Provides quality and performance criteria for LVL within the Japanese grading and certification system.
Key Differences
≠IS 14616 is largely a prescriptive standard that defines minimum properties for set grades, whereas standards like ASTM D5456 are performance-based qualification standards, allowing manufacturers to establish proprietary design values through extensive testing.
≠IS 14616 explicitly mentions timber species prevalent in India (e.g., Rubber wood, Poplar), while international standards like EN 14374 and ASTM D5456 are species-agnostic, focusing on the final performance of the product regardless of the wood species used.
≠Adhesive classification in IS 14616 uses Indian terminology ('WBP Type' per IS 848), while European standards refer to EN 301 (Type I/II) and US standards reference ASTM D2559, reflecting different testing protocols and terminologies for bond durability.
≠ASTM D5456 covers a broader category of Structural Composite Lumber (SCL), which also includes Parallel Strand Lumber (PSL) and Laminated Strand Lumber (LSL), whereas IS 14616 is exclusively focused on Laminated Veneer Lumber (LVL).
Key Similarities
≈All standards are based on the same fundamental definition of LVL: an engineered wood product made from graded veneers laminated together with adhesive, with the grain of most veneers oriented parallel to the length of the member.
≈The primary mechanical properties used for structural evaluation, namely Modulus of Rupture (MOR) for bending strength and Modulus of Elasticity (MOE) for stiffness, are central to all standards.
≈All standards mandate rigorous testing of adhesive bond durability under severe moisture conditions, typically involving boiling water or cyclic soak-dry tests, to ensure long-term performance in service.
≈Control of physical properties such as moisture content, density, and dimensional tolerances is a mandatory requirement across all standards to ensure product consistency and predictable performance.
Parameter Comparison
ParameterIS ValueInternationalSource
Moisture Content at Manufacture6% to 14%Mean moisture content of a production batch shall be between 6% and 15%.EN 14374:2004
Bending Strength (MOR) - Parallel≥ 40 N/mm² (for Grade I)No prescribed minimum; characteristic values are determined by manufacturer via qualification testing and stated in the declaration of performance.EN 14374:2004
Modulus of Elasticity (MOE) - Parallel≥ 8000 N/mm² (for Grade I)No prescribed minimum; established by the manufacturer through qualification. Typical product values often start at 9,500 N/mm².ASTM D5456-21
Adhesive Type SpecificationPhenol Formaldehyde (PF) conforming to WBP type of IS 848Adhesives must be 'Type I' (weatherproof) as specified in EN 301 for most structural applications.EN 14374:2004
Thickness Tolerance (for 40 mm thick board)± 2.0% (±0.8 mm)± 0.8 mm (Tolerance Class 1)EN 14374:2004
Bond Quality Test MethodGlue line shear strength test (dry and boiled) as per IS 13745Delamination test as per ASTM D2559 and bond quality provisions in the standard.ASTM D5456-21
Density (for Rubber Wood LVL)≥ 600 kg/m³Density is not a compliance requirement but a characteristic property to be determined and declared by the manufacturer.EN 14374:2004
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Moisture Content Range5 to 15 %
Required Adhesive TypeBoiling Water Proof (BWP) conforming to IS 848
Minimum MOE (Grade E12, edgewise)12000 N/mm²
Minimum MOR (Grade S45, edgewise)45 N/mm²
Thickness Tolerance (up to 50mm)±1.0 mm
Maximum Swelling in Water (24h)12 %

Tables & Referenced Sections

Key Tables
Table 1 - Physical and Mechanical Properties of Laminated Veneer Lumber
Table 2 - Tolerances on Dimensions of Laminated Veneer Lumber
Key Clauses
Clause 4 - Requirements
Clause 5 - Dimensions and Tolerances
Clause 6 - Physical and Mechanical Properties
Clause 7 - Workmanship and Finish
Clause 8 - Tests

Related Resources on InfraLens

Cross-Referenced Codes
IS 848:2006Specification for Synthetic Resin Adhesives f...
→
IS 1708:2014Methods of Testing Small Clear Specimens of T...
→
IS 707:2011Timber Technology And Utilization of Wood, Ba...
→
IS 4983:1968Code of Practice for Design and Construction ...
→

Frequently Asked Questions4

What is the required adhesive for LVL?+
Boiling Water Proof (BWP) type synthetic resin adhesive conforming to IS 848 is mandatory. (Clause 4.2)
What is the acceptable moisture content for LVL?+
The moisture content must be between 5% and 15% at the time of manufacture. (Clause 6.2)
How is LVL graded?+
LVL is graded by its Modulus of Elasticity (e.g., Grade E12) or its Bending Strength/Modulus of Rupture (e.g., Grade S45), as specified in Table 1.
What is the main advantage of LVL over solid timber?+
LVL is an engineered product with more uniform and predictable strength properties, and it can be manufactured in larger dimensions than is typically possible with solid sawn timber.

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