IS 13311971AI Search Enabled✦ AI Generated

cut sizes of timber
1971 Edition

This standard outlines the prescribed nominal dimensions and grading specifications for timber cut sizes commonly utilized in India for various construction purposes. It covers acceptable defect limits, marking protocols, moisture-related dimensional adjustments, and tolerance criteria to maintain consistency and quality in timber products. The guideline is crucial for professionals engaged in timber processing, procurement, and usage.

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What This Standard Covers

This standard outlines the prescribed nominal dimensions and grading specifications for timber cut sizes commonly utilized in India for various construction purposes. It covers acceptable defect limits, marking protocols, moisture-related dimensional adjustments, and tolerance criteria to maintain consistency and quality in timber products. The guideline is crucial for professionals engaged in timber processing, procurement, and usage.

Who Uses This Standard

  • Civil Engineering Professionals
  • Structural Design Engineers
  • Timber Dealers and Stockholders
  • Operators at Sawmills
  • Architectural Designers
  • Construction Project Managers
  • Quality Assurance Inspectors

Key Topics Covered

Standard nominal timber thickness and width dimensions
Preferred timber lengths and incremental size variations
Timber grading for structural and non-structural applications
Allowed defects and defect limitations per timber grade
Identification and marking of cut timber dimensions
Adjusting timber sizes to account for moisture content changes
Dimensional tolerance limits for cut timber
Classification of timber grades based on strength reduction due to defects
Procedures for measuring and assessing timber defects
Application of ISI Certification Mark on timber products
Guidelines for timber stock handling and storage sizes
Rounding conventions for numerical timber dimension values

Table of Contents

1Scope and Application
2Terminology and Definitions
3Timber Dimensions and Allowable Tolerances
4Grading Specifications for Non-Structural Timber
5Defect Limits and Grading Criteria for Structural Timber
6Marking Procedures for Cut Timber Sizes
Appendix ADimension Adjustment Method for Varying Moisture Contents

Popular Questions About IS 1331

?What are the standard nominal dimensions specified for cut timber in this code?

The code defines nominal thickness and width sizes for cut timber categorized into groups such as batten, scantling, plank, and baulk, as per IS 707-1968. Preferred nominal dimensions are indicated in the standard’s designated table, facilitating uniformity in stocking. Typical thicknesses range from 12 mm for battens to over 75 mm for baulks, with corresponding widths specified accordingly.

?How is grading defined for timber intended for non-structural applications?

For non-structural timber, the standard classifies material into Grade 1 and Grade 2 based on permissible defects. Grade 1 timber has stricter limitations on defects such as knots, checks, and slope of grain, whereas Grade 2 allows larger or more frequent defects. This grading ensures timber suitability for uses where structural integrity is less critical but appearance and durability are maintained.

?What defects are permissible in Grade 1 and Grade 2 timber according to the standard?

Permissible defects include limits on slope of grain (1:15 for Grade 1 and 1:12 for Grade 2), maximum size and quantity of live knots, allowable check depths, end splits, pitch pockets, and various forms of warp such as bow, spring, twist, and cup. Grade 1 timber has tighter restrictions to minimize the effect on strength and appearance, while Grade 2 allows for greater defect size and frequency but still maintains usability.

?How should timber dimensions be modified to accommodate changes in moisture content?

The dimensions are standardized at 20% moisture content and adjustments are necessary for cross-sectional dimensions only, as lengthwise dimensions remain constant. For timber species with specific gravity under 0.6 or more stable species, a dimensional change of 0.2% per 1% moisture variation from 20% is applied. For less stable species with specific gravity 0.6 or above, a 0.3% change per 1% moisture difference is used. Formulas provided in the standard calculate adjusted dimensions accordingly.

?What marking requirements are stipulated for cut timber sizes?

Each piece of cut timber must be marked at one end indicating the size (thickness and width), intended application or end use, and the manufacturer’s name or trademark. Optionally, the ISI Certification Mark may be displayed to confirm compliance with Indian Standards. These markings ensure traceability, quality assurance, and proper identification throughout the timber supply chain.

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