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IS 2179 : 1979converted timber for lorry bodies

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BS EN 14081-1 · ASTM D245-06(2018) · AS 2082
CurrentSpecializedSpecificationMaterials Science · Timber and Timber Stores
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OverviewValues3InternationalTablesFAQ3Related

IS 2179:1979 is the Indian Standard (BIS) for converted timber for lorry bodies. This standard specifies the requirements for converted timber used in the construction of lorry bodies, including recommended timber species, acceptable moisture content, permissible defects, and dimensional tolerances.

converted timber for lorry bodies

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Timber and Timber Stores
Type
Specification
International equivalents
BS EN 14081-1:2005+A1:2011 · BSI / CEN (United Kingdom / European Union)ASTM D245-06(2018) · ASTM International (USA)AS 2082:2007 · Standards Australia (Australia)AWPA U1-21 · American Wood Protection Association (USA)
Typically used with
IS 287IS 399IS 1141
Also on InfraLens for IS 2179
3Key values2Tables3FAQs
Practical Notes
! Ensure timber is properly seasoned (as per IS 1141) to the specified moisture content to prevent warping or splitting under dynamic vehicle loads.
! Select timber species based on the specific lorry body component (e.g., load-bearing members vs. side panels or floorboards).
Frequently referenced clauses
Cl. 4Species of timberCl. 5Moisture ContentCl. 6Prohibited and Permissible DefectsCl. 7Dimensions and Tolerances
Pulled from IS 2179:1979. Browse the full clause & table index below in Tables & Referenced Sections.
timberwoodconverted timberhardwood

International Equivalents

Similar International Standards
BS EN 14081-1:2005+A1:2011BSI / CEN (United Kingdom / European Union)
MediumCurrent
Timber structures — Strength graded structural timber with rectangular cross section — Part 1: General requirements
Specifies requirements for strength graded structural timber, a prerequisite for use in applications like lorry bodies, but is not application-specific.
ASTM D245-06(2018)ASTM International (USA)
MediumCurrent
Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
Provides the foundational methodology for visual stress-grading of timber, a core concept also used in IS 2179.
AS 2082:2007Standards Australia (Australia)
HighCurrent
Timber - Hardwood - Visually stress-graded for structural purposes
Covers visual stress-grading for structural hardwoods, closely aligning with IS 2179's focus on specific hardwood species and visual defect limits.
AWPA U1-21American Wood Protection Association (USA)
LowCurrent
Use Category System: User Specification for Treated Wood
Specifically covers preservative treatment requirements based on end-use, which is one component of the IS 2179 standard.
Key Differences
≠IS 2179 is highly prescriptive, listing specific Indian timber species (e.g., Sal, Teak, Bija) for particular lorry components. International standards like EN 14081 are performance-based, defining strength classes (e.g., C24, D30) that any suitable species can be graded to meet.
≠The Indian standard is application-specific, written solely for 'lorry bodies'. Most international standards are for 'general structural timber', leaving the suitability for a specific application like a vehicle body to the design engineer.
≠IS 2179 defines two simple grades (Grade I, Grade II) based on permissible defects for this single end-use. International systems (e.g., ASTM/NLGA) have more complex grading rules (e.g., Select Structural, No.1, No.2) applicable across a wider range of structural uses.
≠IS 2179 integrates requirements for seasoning, grading, and preservative treatment within one document. In contrast, international practice often separates these, with different standards for grading (e.g., ASTM D245), design (e.g., NDS), and preservation (e.g., AWPA U1).
Key Similarities
≈All standards mandate control of moisture content, requiring timber to be seasoned to a specified level (e.g., ~15-20%) to ensure dimensional stability and prevent decay.
≈Both IS 2179 and its international counterparts are fundamentally based on limiting the size, type, and location of strength-reducing defects like knots, slope of grain, splits, and checks through visual inspection.
≈There is a shared emphasis on durability. IS 2179 lists naturally durable species and mandates preservative treatment for others, similar to how international systems classify natural durability (EN 350) and specify treatment levels for different exposure conditions (AWPA U1).
≈All standards require the finished timber to be marked for traceability, identifying key information such as the grade, manufacturer, and compliance with the relevant standard.
Parameter Comparison
ParameterIS ValueInternationalSource
Moisture Content (Maximum)15%≤ 20% (at time of delivery for dry-graded timber)BS EN 14081-1:2005+A1:2011
Slope of Grain (Highest Grade)Not steeper than 1 in 15 (for Grade I)1 in 15 (for Structural Grade F34)AS 2082:2007
Permissible Knots on Face (Highest Grade)Shall not exceed one-fourth the width of the faceKnot size ratio limits vary, but are often around 1/4 to 1/3 of the face width for higher gradesAS 2082:2007
Preservative Treatment SpecificationSpecifies treatment as per IS 401 using named chemicals (e.g., CCA, ACC)Specifies a Use Category (e.g., UC3B for above ground, exposed) requiring a certain preservative retentionAWPA U1-21
Marking RequirementSpecies, Grade, Manufacturer, ISI MarkCE Mark including Strength Class, Species, Producer ID, Notified Body, Standard No.BS EN 14081-1:2005+A1:2011
Wane (Permissible Defect)Permitted on one edge only, up to one-fourth of the thickness/widthGenerally permitted up to 1/3 of the face width in common structural gradesGeneral rule in North American (NLGA) and Australian (AS) grading
⚠ Verify details from original standards before use

Key Values3

Quick Reference Values
Moisture Content12% to 15% depending on climatic zone
Tolerance on length+50 mm, -0 mm
Tolerance on width/thickness+3 mm, -0 mm

Tables & Referenced Sections

Key Tables
Table 1 - Species of Timber Recommended for Lorry Bodies
Table 2 - Permissible Defects
Key Clauses
Clause 4 - Species of timber
Clause 5 - Moisture Content
Clause 6 - Prohibited and Permissible Defects
Clause 7 - Dimensions and Tolerances

Related Resources on InfraLens

Cross-Referenced Codes
IS 287:2022Code of Practice for Design of Timber Structu...
→
IS 399:1966Classification of Commercial Timbers and Thei...
→
IS 1141:1993Seasoning of timber- Code of practice
→

Frequently Asked Questions3

What is the permissible moisture content for lorry body timber?+
Moisture content should align with IS 287, generally between 12% to 15% based on the climatic zone.
Are knots allowed in the timber?+
Sound or live knots up to a specified size are permitted, but loose, dead, or decayed knots are generally prohibited to maintain structural integrity.
What are the standard tolerances on dimensions?+
Typically +3 mm for width and thickness, and +50 mm for length. Negative tolerances are generally not permitted.

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