InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 6073 : 2006Autoclaved reinforced cellular concrete floor and roof slabs

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
EN 12602 · ASTM C1694-09(2017) · AS 5146.1
CurrentSpecializedSpecificationBIMStructural Engineering · Planning, Housing and Pre-fabricated Construction
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues7InternationalTablesFAQ4Related

IS 6073:2006 is the Indian Standard (BIS) for autoclaved reinforced cellular concrete floor and roof slabs. This standard specifies the requirements for materials, dimensions, manufacture, physical properties, and testing of autoclaved reinforced cellular concrete (ARCC) slabs for floors and roofs. It covers two grades of slabs and outlines procedures for quality control, sampling, and acceptance, including the crucial transverse load test.

Autoclaved reinforced cellular concrete floor and roof slabs

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Planning, Housing and Pre-fabricated Construction
Type
Specification
International equivalents
EN 12602:2016 · CEN (European Committee for Standardization), EuropeASTM C1694-09(2017) · ASTM International, USAAS 5146.1:2015 · Standards Australia, Australia
Typically used with
IS 456IS 1786IS 269IS 4321
Also on InfraLens for IS 6073
7Key values3Tables4FAQs

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

Practical Notes
! ARCC slabs are significantly lighter than traditional RCC, reducing dead load on the structure and foundation, but possess lower strength and require careful design integration.
! Handling and erection require special attention to prevent chipping, cracking, or damage to these prefabricated units, which are more brittle than standard concrete.
! The anti-corrosion coating on the reinforcement cage is critical for the long-term durability of the slab and must be verified as per Clause 4.5 before casting.
Frequently referenced clauses
Cl. 4MaterialsCl. 5Dimensions and TolerancesCl. 7Physical RequirementsCl. 8Transverse Load TestCl. 10Sampling and Criteria for Conformity
Pulled from IS 6073:2006. Browse the full clause & table index below in Tables & Referenced Sections.
autoclaved reinforced cellular concretelightweight concreteprecast concretesteel

International Equivalents

Similar International Standards
EN 12602:2016CEN (European Committee for Standardization), Europe
HighCurrent
Prefabricated reinforced components of autoclaved aerated concrete
Specifies requirements for prefabricated reinforced floor, roof, wall, and lintel components made of AAC.
ASTM C1694-09(2017)ASTM International, USA
HighCurrent
Standard Specification for Reinforced Autoclaved Aerated Concrete (AAC) Elements
Covers reinforced AAC elements, including floor and roof panels, specifying material and physical properties.
AS 5146.1:2015Standards Australia, Australia
HighCurrent
Reinforced autoclaved aerated concrete - General requirements
Details the material and manufacturing requirements for reinforced AAC products used in construction.
DIN 4223-3:2004-12DIN (Deutsches Institut für Normung), Germany
MediumWithdrawn
Prefabricated reinforced components of autoclaved aerated concrete with a coarse-pored structure - Part 3: Roof and floor panels
A former German national standard that provided the basis for many aspects of the current EN standard.
Key Differences
≠IS 6073 specifies material grades based on density ranges (e.g., Grade 1: 651-750 kg/m³), while EN 12602 uses a dual classification system of density classes (e.g., D500) and compressive strength classes (e.g., AAC 4).
≠For corrosion protection of reinforcement, IS 6073 prescriptively suggests a cement-latex composite coating, whereas EN 12602 is more performance-based, requiring the manufacturer to declare the system used without mandating a specific type.
≠The Indian standard references Indian design codes like IS 456 for structural principles, while European and American standards reference their respective design frameworks (e.g., Eurocode 2 for EN 12602, ACI 523.4R for ASTM C1694).
≠Dimensional tolerances for length differ. IS 6073 allows a tolerance of ±5 mm for slabs over 3m long, while EN 12602 maintains a stricter tolerance of ±3 mm regardless of length.
Key Similarities
≈All standards cover prefabricated, factory-made reinforced concrete elements intended for use as floor and roof slabs.
≈The core material in all standards is autoclaved cellular (aerated) concrete, a lightweight, structural material with thermal insulation properties.
≈All standards mandate the use of steel reinforcement with mandatory corrosion protection to ensure long-term structural integrity within the alkaline AAC environment.
≈Testing protocols for key properties such as compressive strength, dry density, and dimensional accuracy are required by all standards to ensure product quality and conformity.
≈Requirements for marking and labeling of slabs for identification, traceability, and proper installation are a common feature across all the specified standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Compressive Strength (Typical Grade)4.0 N/mm² (for Grade 1, Density 651-750 kg/m³)4.0 N/mm² (for Strength Class AAC 4)EN 12602:2016
Dimensional Tolerance (Thickness)± 2 mm± 2 mmEN 12602:2016
Minimum Reinforcement Cover (Internal/Mild Exposure)15 mm10 mm (recommended for XC1 exposure)EN 12602:2016 (Annex B)
Dimensional Tolerance (Width)± 2 mm± 1.5 mmEN 12602:2016
Moisture Content (at dispatch)Not to exceed 35% by massManufacturer must declare the value (often 25-35% by mass)ASTM C1694-09(2017)
Chloride Ion Content in ConcreteNot to exceed 0.15 percent by mass of cementNot to exceed 0.06% by mass of dry AAC materialAS 5146.1:2015
Modulus of Elasticity (for f_ck ≈ 4 MPa)≈ 3570 MPa (Calculated from E = 2250 * f_ck^(1/3))≈ 3000 MPa (Based on design principles E = 750 * f_k)EN 1996-1-1 (Eurocode 6)
⚠ Verify details from original standards before use

Key Values7

Quick Reference Values
Minimum average compressive strength (Grade I)3.0 N/mm²
Minimum average compressive strength (Grade II)2.0 N/mm²
Maximum drying shrinkage0.08 percent
Standard width of slab600 mm
Minimum clear cover for reinforcement (slabs <= 200mm thick)15 mm
Maximum permissible deflection in load testSpan / 250
Maximum permissible crack width after load test0.2 mm
Key Formulas
Test Load W = 1.5 (DL + LL) or 2.0 DL, whichever is greater

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements of Autoclaved Reinforced Cellular Concrete Slabs
Table 2 - Permissible Tolerances for Dimensions of Slabs
Table 3 - Minimum Clear Cover to Reinforcement
Key Clauses
Clause 4 - Materials
Clause 5 - Dimensions and Tolerances
Clause 7 - Physical Requirements
Clause 8 - Transverse Load Test
Clause 10 - Sampling and Criteria for Conformity

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 1786:2008High Strength Deformed Steel Bars and Wires f...
→
IS 269:2015Ordinary Portland Cement - Specification
→
IS 4321:1992Concrete roofing tiles - Part 1: Plain tiles
→

Frequently Asked Questions4

What are the standard grades of ARCC slabs as per IS 6073?+
The code specifies two grades: Grade I (min. avg. compressive strength 3.0 N/mm²) and Grade II (min. avg. compressive strength 2.0 N/mm²) as per Table 1.
What is the minimum clear cover for reinforcement in these slabs?+
For slabs up to 200 mm thick, the minimum clear cover is 15 mm. For slabs thicker than 200 mm, it is 20 mm (Table 3).
What is the maximum allowed deflection during a load test?+
The maximum deflection under the specified test load should not exceed the span divided by 250 (Clause 8.3.1).
What is the standard width for these prefabricated slabs?+
The standard width is 600 mm, with a permissible tolerance of ±3 mm (Clause 5.2 and Table 2).

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →