IS 399:1966 is the Indian Standard (BIS) for classification of commercial timbers and their zonal distribution. This standard categorizes Indian commercial timbers based on their geographical availability across six zones. It provides essential data on species-specific properties like durability, seasoning refractoriness, and treatability, helping engineers and architects select the right wood for construction and manufacturing.
Provides a classification system for various commercial timbers based on their properties and geographical distribution in India.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Primary Strength Classification | Three groups (A, B, C) based on Modulus of Rupture and Modulus of Elasticity in bending. | Strength classes (e.g., C16, C24, D30) based on characteristic values for bending strength, density, and stiffness. | EN 338:2016 |
| Natural Durability Classification | Three classes based on average life in years: Class I (>120 months), Class II (60-120 months), Class III (<60 months). | Five durability classes (DC 1 'very durable' to DC 5 'not durable') based on resistance to wood-destroying fungi. | EN 350:2016 |
| Wood Preservative Treatability | Five classes (a to e) describing heartwood from 'easily treatable' to 'very refractory'. | Four classes (1 'easily treatable' to 4 'extremely difficult to treat') based on the permeability of the species. | EN 350:2016 |
| Geographic Scope | Five zones within India: Northern, Central, Western, Eastern, and Southern. | No direct equivalent; lists species commonly found and used across the European continent. | EN 13556:2003 |
| Timber Nomenclature | Lists Trade Name, Botanical Name, and common names in regional Indian languages. | Provides a unique 4-letter code, Botanical Name, and standard names in major European languages. | EN 13556:2003 |
| Basis of Strength Values | Based on average strength values from tests on small clear specimens, likely without modern statistical adjustments. | Based on 5th-percentile characteristic strength values derived from population testing, adjusted for size, and duration of load. | EN 384:2018 |