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IS 11440 : 1985Precast Concrete Ribbed Floor Slabs - Specification

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EN 1168 · PCI MNL-116 · EN 13369
CurrentSpecializedSpecificationBIMStructural Engineering · Precast and Prefabricated Concrete
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OverviewValues6InternationalTablesFAQ4Related

IS 11440:1985 is the Indian Standard (BIS) for precast concrete ribbed floor slabs - specification. This Indian Standard specifies the requirements for materials, dimensions, tolerances, manufacture, finish, and testing of precast concrete ribbed or cored floor and roof slabs. It covers units designed to act compositely with in-situ concrete topping.

Specifies requirements for precast concrete ribbed floor slabs, covering dimensions, materials, manufacture, and testing.

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Precast and Prefabricated Concrete
Type
Specification
International equivalents
EN 1168:2005+A3:2011 · CEN (European Committee for Standardization), EuropePCI MNL-116-99 · PCI (Precast/Prestressed Concrete Institute), USAEN 13369:2018 · CEN (European Committee for Standardization), Europe
Typically used with
IS 456IS 1786IS 383IS 2386IS 2502
Also on InfraLens for IS 11440
6Key values2Tables4FAQs

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

Practical Notes
! Pay close attention to handling and erection procedures to avoid damage to the precast units before they are fully supported and integrated with the structure.
! Verify manufacturer's test certificates for strength and dimensional accuracy upon delivery to the site.
! Ensure the surface of precast units is clean and suitably roughened to achieve good bond with the in-situ concrete topping, which is critical for composite action.
Frequently referenced clauses
Cl. 4MaterialsCl. 5Dimensions and TolerancesCl. 6Workmanship, Finish and AppearanceCl. 8Testing
Pulled from IS 11440:1985. Browse the full clause & table index below in Tables & Referenced Sections.
precast concreteconcretesteel reinforcementfiller blocks

International Equivalents

Similar International Standards
EN 1168:2005+A3:2011CEN (European Committee for Standardization), Europe
HighCurrent
Precast concrete products — Hollow core slabs
Specifies requirements for a similar precast floor product (hollow core slabs).
PCI MNL-116-99PCI (Precast/Prestressed Concrete Institute), USA
MediumCurrent
Manual for the Design of Hollow Core Slabs
Provides design and specification guidance for hollow core slabs, functionally similar to ribbed slabs.
EN 13369:2018CEN (European Committee for Standardization), Europe
MediumCurrent
Common rules for precast concrete products
Provides the general framework, material, and testing rules that product standards like EN 1168 refer to.
BS 8110-1:1997BSI (British Standards Institution), UK
LowWithdrawn
Structural use of concrete - Part 1: Code of practice for design and construction
A general design code, not a product standard, but its principles influenced IS 456, which IS 11440 relies on.
Key Differences
≠IS 11440 specifies minimum concrete grade as M15, whereas modern standards like EN 1168 (referencing Eurocode 2) typically require much higher strength classes, such as C30/37 or C40/50, for similar products.
≠Durability requirements in IS 11440 are based on nominal cover for general exposure conditions, while international standards use a detailed system of exposure classes (e.g., XC, XD, XS in Eurocode) to determine cover and concrete quality.
≠IS 11440 provides significantly tighter manufacturing tolerances (e.g., ±5 mm in length, ±3 mm in depth) compared to the more practical and wider tolerances allowed in standards like EN 1168 (e.g., ±25 mm or L/700 for length).
≠The design methodology referenced by IS 11440 (IS 456:1978) is an earlier version of Limit State Design, while current international codes (Eurocode 2, ACI 318) use a more refined Limit State/Strength Design approach with partial safety factors for loads and materials.
≠Fire resistance in IS 11440 is addressed by simple reference to IS 456, providing deemed-to-satisfy cover and dimensional requirements. European standards provide detailed tabulated data and calculation models for fire design based on axis distance and member type.
Key Similarities
≈All standards are based on the same engineering concept of using factory-produced, one-way spanning precast units to create an efficient floor system.
≈Both IS 11440 and its international counterparts require quality control through dimensional checks and transverse load testing of finished products to verify strength and serviceability.
≈The Indian standard defers to the general concrete code (IS 456) for design principles, similar to how EN 1168 (product standard) defers to EN 1992-1-1 (Eurocode 2) for structural design rules.
≈All standards specify minimum quality requirements for constituent materials such as cement, aggregates, and steel reinforcement by referencing other base material standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Concrete GradeM15 (Characteristic compressive strength of 15 N/mm²)C30/37 (Characteristic cylinder/cube strength of 30/37 N/mm²)EN 1168 / EN 1992-1-1
Reinforcement TypeMild steel (IS 432) and high-strength deformed bars (IS 1786).Reinforcing steel (EN 10080) and prestressing steel (EN 10138).EN 13369
Minimum Concrete Cover (Mild/Indoor Exposure)15 mm (for slabs, as per IS 456:1978)20 mm nominal cover (c_min,dur=10mm + Δc_dev=10mm for XC1)EN 1992-1-1
Length Tolerance± 5 mm± 25 mm or L/700 (whichever is smaller)EN 1168
Overall Depth Tolerance± 3 mmFor a 200 mm slab: ± 6 mm (based on h/30)EN 1168
Load Test Deflection RecoveryRecovery of at least 75% of the maximum deflection after 24 hours.Recovery of at least 90% of deflection for prestressed elements.EN 13369
Camber ToleranceNot explicitly defined as a numerical tolerance.Difference between adjacent units ≤ L/3000 or 15 mm.EN 1168
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Minimum grade of concreteM15
Minimum nominal cover to reinforcement15 mm
Tolerance on overall length± 5 mm
Tolerance on overall depth (rib + topping)± 5 mm
Tolerance on width of rib± 3 mm
Minimum cube strength for M15 at 7 days10 MPa

Tables & Referenced Sections

Key Tables
Table 1 - Permissible Tolerances for Precast Ribbed Slabs
Table 2 - Minimum Cube Strength of Concrete at 28 Days
Key Clauses
Clause 4 - Materials
Clause 5 - Dimensions and Tolerances
Clause 6 - Workmanship, Finish and Appearance
Clause 8 - Testing

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 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→
IS 2502:1969Code of Practice for Bending and Fixing of Ba...
→

Frequently Asked Questions4

What is the minimum grade of concrete allowed for these precast slabs?+
Grade M15 is the minimum specified (Clause 4.3).
What is the minimum nominal cover to reinforcement?+
15 mm or the diameter of the main bar, whichever is greater (Clause 6.4).
What is the permissible tolerance on the overall length of a slab?+
The tolerance on the length of a slab is ± 5 mm (Table 1).
How frequently should the slabs be tested?+
One slab should be selected for testing from each batch of 500 slabs or part thereof (Clause 8.1).

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