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IS 876 : 1992Wood Poles for Overhead Power And Telecommunication Lines

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ANSI O5.1 · EN 14229 · AS/NZS 4792
CurrentSpecializedSpecificationStructural Engineering · Timber and Timber Stores
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OverviewValues4InternationalTablesFAQ3Related

IS 876:1992 is the Indian Standard (BIS) for wood poles for overhead power and telecommunication lines. This standard details the specifications, timber species, permissible defects, dimensions, and testing requirements for wood poles used in overhead electric power transmission and telecommunication lines. It emphasizes strength classification and mandatory preservative treatments for durability.

Wood Poles for Overhead Power And Telecommunication Lines

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Timber and Timber Stores
Type
Specification
International equivalents
ANSI O5.1-2017 · American National Standards Institute (ANSI), USAEN 14229:2010 · European Committee for Standardization (CEN), EuropeAS/NZS 4792:2006 · Standards Australia / Standards New Zealand, Australia & New Zealand
Typically used with
IS 399IS 401
Also on InfraLens for IS 876
4Key values2Tables3FAQs
Practical Notes
! Timber poles must be properly treated with chemical preservatives (as per IS 401) to prevent premature failure from termite attack or fungal decay, especially at the ground-line.
! Inspect incoming poles strictly for sweep, crook, and large knots, as excessive defects significantly reduce the buckling capacity of the pole.
! Poles are categorized into strength classes based on their ultimate breaking load; the engineer must select the class based on the wind zone and span length.
Frequently referenced clauses
Cl. 4Classification of PolesCl. 5Species of TimberCl. 6Defects and TolerancesCl. 8Preservation Treatment
Pulled from IS 876:1992. Browse the full clause & table index below in Tables & Referenced Sections.
timberwoodpreservatives

International Equivalents

Similar International Standards
ANSI O5.1-2017American National Standards Institute (ANSI), USA
HighCurrent
American National Standard for Wood Poles - Specifications and Dimensions
Covers material requirements, dimensions, defects, and preservation for wood utility poles.
EN 14229:2010European Committee for Standardization (CEN), Europe
MediumCurrent
Structural timber - Wood poles for overhead lines
Specifies requirements for wood poles for overhead lines, but with a performance-based strength class approach.
AS/NZS 4792:2006Standards Australia / Standards New Zealand, Australia & New Zealand
HighCurrent
Hardwood and cypress poles for overhead lines
Specifies requirements for hardwood and cypress poles, focusing on regional species and strength groups.
BS 1990-1:1984British Standards Institution (BSI), UK
HighWithdrawn
Wood poles for overhead power and telecommunication lines - Specification for softwood poles
Provided detailed specifications for softwood poles, similar in prescriptive nature to IS 876.
Key Differences
≠IS 876 classifies poles based on specific Indian timber species and dimensions, while standards like ANSI O5.1 use a numerical class system (e.g., Class 1, 2, H1) based on strength-related dimensions (circumference), and EN 14229 uses performance-based strength classes (A, B, C) defined by material properties.
≠The specified timber species are entirely regional. IS 876 lists Indian species like Sal, Teak, and Chir, whereas ANSI O5.1 focuses on North American species like Southern Pine and Douglas Fir, and AS/NZS 4792 on Australian Eucalypts.
≠IS 876 specifies preservative treatment by referencing Indian Standards (e.g., IS 401 for preservation code, IS 10013 for CCA). In contrast, ANSI O5.1 refers to the American Wood Protection Association (AWPA) standards, and EN 14229 refers to European standards like EN 351-1.
≠The method for determining acceptable sweep (bow) differs. IS 876 provides a simple table of maximum permissible sweep based on pole length (e.g., 75mm for a 9m pole). ANSI O5.1 defines sweep by a single plane rule, stating the pole must not deviate from a straight line connecting the surface at the top and the groundline by more than one inch for every 10 feet of length.
Key Similarities
≈All standards have the same fundamental purpose: to ensure the quality, structural integrity, and durability of wood poles used for supporting overhead power and telecommunication lines.
≈All standards mandate preservative treatment for non-durable wood species to protect against decay and insects, and commonly specify preservatives like Creosote and Copper Chrome Arsenate (CCA), though via different reference standards.
≈Each standard provides detailed limits on natural wood defects that compromise strength, such as knots, checks, splits, slope of grain, and insect damage.
≈All standards require poles to be marked or branded with key information for traceability, typically including the supplier, year of treatment, species, and size/class.
≈The core dimensional parameters specified are consistent across the standards, including total length, minimum top circumference/diameter, and circumference at a specified distance from the butt, which are critical for structural calculations.
Parameter Comparison
ParameterIS ValueInternationalSource
Pole Classification MethodBased on species and dimensional tables (length, top circumference, circumference at 1.8m from butt).Numerical class system (e.g., Class 1-10) defining minimum circumferences at top and 6 ft from butt, irrespective of species.ANSI O5.1-2017
Primary Timber SpeciesSal (Shorea robusta), Teak (Tectona grandis), Deodar (Cedrus deodara), Chir (Pinus roxburghii).Southern Pine, Douglas Fir, Western Red Cedar, Ponderosa Pine.ANSI O5.1-2017
Strength DesignationStrength is implicit based on the specified dimensions for a given timber species.Explicit strength classes (e.g., Class A, B, C) with characteristic bending strength values (e.g., 48 N/mm² for Class A).EN 14229:2010
Preservative Treatment StandardIS 401 (Code of practice for preservation of timber), IS 10013 (Specification for CCA).AWPA U1 (Use Category System: User Specification for Treated Wood) and other AWPA standards.ANSI O5.1-2017
Moisture Content (at treatment)Not specified directly, but states seasoning should be done as per IS 1141.Must be seasoned before treatment so that preservative penetration and retention are not impaired. Often specified as fiber saturation point or below (e.g., <25-30%).ANSI O5.1-2017
Limit on Sum of Knot DiametersSum of diameters of all knots in any 30 cm length shall not exceed 1/4 of the circumference of the pole at that section.The sum of the sizes of all knots in any 1-foot section shall not exceed the specified limits in a table, which vary by pole class (e.g., 8 inches for Class 1-3).ANSI O5.1-2017
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Depth of plantingGenerally 1/6th of the pole length
Moisture content before treatmentMaximum 25%
Tolerance on length+50 mm, -25 mm
Maximum sweep limitMust not exceed 1 in 60 of length

Tables & Referenced Sections

Key Tables
Table 1 - Species of Timber for Poles
Table 2 - Dimensions and Classes of Poles
Key Clauses
Clause 4 - Classification of Poles
Clause 5 - Species of Timber
Clause 6 - Defects and Tolerances
Clause 8 - Preservation Treatment

Related Resources on InfraLens

Cross-Referenced Codes
IS 399:1966Classification of Commercial Timbers and Thei...
→
IS 401:2001Code of Practice for Preservation of Timber
→

Frequently Asked Questions3

How are timber poles classified under IS 876?+
They are classified into different strength classes based on their dimensions and ultimate breaking load capacity.
Can any type of wood be used for overhead lines?+
No, only specific durable and treatable timber species listed in the code (e.g., Sal, Teak, specific pines) are permitted.
Is preservative treatment mandatory?+
Yes, all wood poles must undergo preservative treatment as per IS 401 before deployment to ensure adequate service life.

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