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IS 12592 : 1988Fibre reinforced concrete (FRC) roofing sheets

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EN 494 · ASTM C1186 - 19 · EN 12467
CurrentSpecializedSpecificationBIMMaterials Science · Roofing Materials
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues6InternationalTablesFAQ4Related

IS 12592:1988 is the Indian Standard (BIS) for fibre reinforced concrete (frc) roofing sheets. This standard specifies the requirements for man-made fibre reinforced cement sheets, in both corrugated and semi-corrugated profiles. It covers material composition, dimensions, tolerances, and physical requirements such as breaking load and water absorption, intended as a non-asbestos alternative for roofing and cladding.

Specifies requirements for fibre reinforced concrete (FRC) roofing sheets.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Roofing Materials
Type
Specification
Amendments
Amendment 1 (August 1993); Amendment 2 (June 1998)
International equivalents
EN 494:2012+A1:2015 · CEN (European Committee for Standardization), EuropeASTM C1186 - 19 · ASTM International, USAEN 12467:2012+A2:2018 · CEN (European Committee for Standardization), EuropeAS/NZS 2908.2:2000 · Standards Australia / Standards New Zealand, Australia/New Zealand
Typically used with
IS 269IS 456IS 4905
Also on InfraLens for IS 12592
6Key values3Tables4FAQs

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

Practical Notes
! This code was developed as a direct, non-asbestos replacement for traditional asbestos cement (AC) sheets.
! The transverse breaking load is the most critical performance parameter; ensure sheets have the ISI mark certifying compliance.
! Handle sheets with care during transport and installation to avoid brittle failure or cracking at fixing points.
Frequently referenced clauses
Cl. 3MaterialsCl. 4Dimensions and TolerancesCl. 5Physical RequirementsCl. 6Workmanship and FinishCl. 8Tests
Pulled from IS 12592:1988. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments2 amendments
Amendment 1 (August 1993)
Amendment 2 (June 1998)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
fibre reinforced cementcementPVA fibreman-made fibresroofing

International Equivalents

Similar International Standards
EN 494:2012+A1:2015CEN (European Committee for Standardization), Europe
HighCurrent
Fibre-cement corrugated sheets and fittings for roofing - Product specification and test methods
Directly corresponds to corrugated fibre-cement roofing sheets, specifying geometry, mechanical characteristics, and tests.
ASTM C1186 - 19ASTM International, USA
MediumCurrent
Standard Specification for Flat Fiber-Cement Sheets
Covers fibre-cement sheets but focuses on flat sheets for various applications, not specifically corrugated roofing.
EN 12467:2012+A2:2018CEN (European Committee for Standardization), Europe
MediumCurrent
Fibre-cement flat sheets - Product specification and test methods
Specifies requirements for flat fibre-cement sheets, sharing material technology but differing in product form (flat vs. corrugated).
AS/NZS 2908.2:2000Standards Australia / Standards New Zealand, Australia/New Zealand
LowCurrent
Cellulose-cement products, Part 2: Flat sheets
Covers flat sheets and is specific to cellulose fibre reinforcement, whereas IS 12592 is broader in fibre types.
Key Differences
≠IS 12592:1988 is a significantly older standard and lacks the comprehensive durability testing requirements (e.g., freeze-thaw cycles, heat-rain tests) mandated in modern standards like EN 494 for certain product types.
≠EN 494 specifies different performance classes for breaking load and density, allowing for a range of products. IS 12592 provides a single set of minimum requirements, offering less differentiation.
≠The method for specifying flexural strength differs. IS 12592 specifies a minimum breaking load per unit width (N/m), whereas EN 494 specifies a minimum breaking moment per unit width (N·m/m), which accounts for different test spans.
≠IS 12592 broadly includes a variety of fibres like steel, glass, and polypropylene. Modern equivalents like EN 494 are implicitly focused on synthetic organic (e.g., PVA) and cellulose fibres used in current asbestos-free production.
Key Similarities
≈The fundamental purpose of all standards is to define the quality, dimensions, and performance characteristics of fibre-reinforced cementitious sheets for roofing applications.
≈The primary mechanical strength requirement in both IS 12592 and its international equivalents is determined by a transverse bending/flexural strength test.
≈All standards include a mandatory water impermeability or water tightness test to ensure the roofing sheets do not allow water to pass through them.
≈Both the Indian and international standards specify requirements and tolerances for key geometric properties such as length, width, thickness, and corrugation profile.
Parameter Comparison
ParameterIS ValueInternationalSource
Flexural Strength Test MethodMinimum average breaking load of 1500 N/m width, tested over a 500 mm span.Specified as a breaking moment, e.g., Min 40 N·m/m (Class 1). Test span varies by profile (e.g., 1100 mm).EN 494:2012+A1:2015
Water TightnessAfter 24 hours under a head of water, no formation of water drops on the underside.After 24 hours, the underside of the test specimen shall show no signs of formation of water drops.EN 494:2012+A1:2015
Apparent DensityMinimum 1600 kg/m³.Classified. Category A: ≥ 1400 kg/m³; Category B: < 1400 kg/m³.EN 494:2012+A1:2015
Water AbsorptionMaximum 30% by mass.Not a normative requirement; performance is judged by water tightness and durability tests.EN 494:2012+A1:2015
Thickness Tolerance (on 6 mm sheet)± 0.5 mm-0.6 mm to +1.0 mm (for thickness ≤ 8 mm).EN 494:2012+A1:2015
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Nominal thickness of corrugated sheets6 mm
Minimum breaking load for Class A corrugated sheets (strongest direction)4000 N/m width
Minimum breaking load for Class A corrugated sheets (weakest direction)3500 N/m width
Maximum water absorption28 % by mass
Maximum apparent density1.6 g/cm³
Standard pitch of corrugations146 mm

Tables & Referenced Sections

Key Tables
Table 1: Dimensions of Corrugated Sheets
Table 2: Dimensions of Semi-Corrugated Sheets
Table 3: Physical Requirements for Finished Sheets
Key Clauses
Clause 3: Materials
Clause 4: Dimensions and Tolerances
Clause 5: Physical Requirements
Clause 6: Workmanship and Finish
Clause 8: Tests

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland Cement - Specification
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 4905:1968Methods for Random Sampling
→

Frequently Asked Questions4

What is the standard thickness for these corrugated sheets?+
The nominal thickness is 6 mm, with a tolerance of ± 0.5 mm (Clause 4.1).
What is the minimum breaking strength I should look for?+
For standard Class A corrugated sheets, the minimum breaking load is 4000 N/m width in the strongest direction (Table 3).
Are these sheets waterproof?+
They must pass a water tightness test without leakage, but the material itself has a maximum water absorption limit of 28% by mass (Table 3).
What kind of fibres are used?+
The standard specifies the use of suitable man-made fibres, such as Polyvinyl Alcohol (PVA), as reinforcement (Clause 3.2).

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