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IS 8745 : 1994Methods of presentation of data on physical and mechanical properties of timber

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ASTM D2555 · EN 384 · AS/NZS 4063.2
CurrentSpecializedGuidelinesBIMMaterials Science · Timber and Timber Stores
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OverviewValues4InternationalTablesFAQ3Related

IS 8745:1994 is the Indian Standard (BIS) for methods of presentation of data on physical and mechanical properties of timber. This standard provides guidelines for the uniform presentation of data on the physical and mechanical properties of timber. It specifies the list of properties, the necessary statistical calculations, and the standard format for reporting, ensuring consistency and comparability of data from different sources.

Methods of presentation of data on physical and mechanical properties of timber

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Timber and Timber Stores
Type
Guidelines
International equivalents
ASTM D2555-19 · ASTM International, USAEN 384:2018 · CEN (European Committee for Standardization), EuropeAS/NZS 4063.2:2010 · Standards Australia/Standards New Zealand, Australia/New ZealandISO 13061 (Series) · ISO (International Organization for Standardization), International
Typically used with
IS 1708IS 2408IS 6534
Also on InfraLens for IS 8745
4Key values1Tables3FAQs

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

Practical Notes
! This code is a companion to timber testing standards like IS 1708; it dictates how to report the results, not how to perform the tests.
! Crucial for normalizing test data to a standard 12% moisture content, allowing for fair comparison between different timber species or batches.
! Use the format in Table 1 as a template when creating material property data sheets for timber to ensure compliance and clarity.
Frequently referenced clauses
Cl. 4List of Properties to be GivenCl. 5Statistical CalculationsCl. 6Presentation of DataCl. 7Adjustment of Strength Properties for Moisture Content
Pulled from IS 8745:1994. Browse the full clause & table index below in Tables & Referenced Sections.
timberwood

International Equivalents

Similar International Standards
ASTM D2555-19ASTM International, USA
HighCurrent
Standard Practice for Establishing Clear Wood Strength Values
Covers procedures for deriving and presenting allowable design properties from tests on small clear specimens.
EN 384:2018CEN (European Committee for Standardization), Europe
HighCurrent
Structural timber — Determination of characteristic values of mechanical properties and density
Specifies methods to determine characteristic strength, stiffness, and density values from test data for design purposes.
AS/NZS 4063.2:2010Standards Australia/Standards New Zealand, Australia/New Zealand
HighCurrent
Characterisation of structural timber - Part 2: Determination of characteristic values
Provides methods for determining characteristic values for structural properties of timber from test data.
ISO 13061 (Series)ISO (International Organization for Standardization), International
LowCurrent
Physical and mechanical properties of wood — Test methods for small clear wood specimens
This series defines testing methods whose results are presented using IS 8745, but doesn't cover data presentation itself.
Key Differences
≠IS 8745 uses the 'Safe Working Stress' concept, an Allowable Stress Design (ASD) approach based on applying safety factors to average strength. Modern international standards like EN 384 use 'Characteristic Values' (typically a 5th percentile value), which are used in Limit State Design (LSD).
≠The Indian standard mandates a specific tabular format for presenting a comprehensive set of data (botanical, physical, mechanical). International equivalents like ASTM D2555 are more focused on the procedure for deriving design values rather than a fixed reporting format for all properties.
≠IS 8745 specifies data presentation for two conditions: 'green' and 'air-dry' (12% MC). While international standards also use these conditions, they often incorporate more complex and detailed procedures for adjusting properties across a range of moisture contents, particularly for deriving design values.
Key Similarities
≈Both IS 8745 and its international counterparts are concerned with the same core set of fundamental properties: density, static bending (MOR/MOE), compression (parallel/perpendicular), shear, and hardness.
≈All standards require reporting of key statistical information for each property, including the mean, standard deviation, and coefficient of variation, to quantify the timber's inherent variability.
≈IS 8745 relies on a separate testing standard (IS 2511). This mirrors the international approach, where data derivation standards (like ASTM D2555 or EN 384) rely on data generated from separate testing standards (like ASTM D143 or EN 408).
≈Moisture content is universally recognized as a critical variable. All standards require data to be presented or adjusted to a standard reference moisture content, commonly 12%, for the 'dry' condition.
Parameter Comparison
ParameterIS ValueInternationalSource
Basis for Design StrengthSafe Working Stress (derived from average strength)Characteristic Value (derived from 5th percentile)EN 384
Standard Temperature for Testing/Conditioning27 ± 2 °C (as per reference test standard IS 2511)20 ± 3 °C (as per reference test standard ASTM D143)ASTM D143
Reference Moisture Content for 'Dry' Timber12% (referred to as 'Air-Dry')12% (standard reference condition)ASTM D2555
Hardness Test Tool Diameter11.28 mm (as per IS 2511)0.444 in (11.28 mm)ASTM D143
Presentation FormatMandatory tabular format (Table 1 and Table 2)No mandated comprehensive report format; focuses on calculation output.ASTM D2555
Static Bending Specimen Size50 x 50 x 750 mm (as per IS 2511)50 x 50 x 760 mm (2 x 2 x 30 in)ASTM D143
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Standard moisture content for reporting12 percent
Minimum number of observations for statistical validity5
Number of significant figures for Mean Value3
Number of significant figures for Standard Deviation2
Key Formulas
P12 = Pg [1 + α (12 - M)] — Adjustment of property to 12% moisture content
s = √[ (Σx² - (Σx)²/n) / (n-1) ] — Standard Deviation

Tables & Referenced Sections

Key Tables
Table 1 - Format for Presentation of Physical and Mechanical Properties of Timber
Key Clauses
Clause 4 - List of Properties to be Given
Clause 5 - Statistical Calculations
Clause 6 - Presentation of Data
Clause 7 - Adjustment of Strength Properties for Moisture Content

Related Resources on InfraLens

Cross-Referenced Codes
IS 1708:2014Methods of Testing Small Clear Specimens of T...
→
IS 2408:1963Methods of static tests of timber in structur...
→
IS 6534:1971Guiding principles for grading and inspection...
→

Frequently Asked Questions3

What is the standard moisture content for reporting timber properties?+
12 percent, for both green and dry conditions after adjustment (Clause 7.1).
What statistical values are required for each property in the report?+
Number of observations, mean value, standard deviation, and coefficient of variation (Clause 6.2).
Does this standard give the strength values of different timber species?+
No, it only specifies the method for presenting the data. For actual values, one must refer to test reports or other specific standards like SP 23.

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