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IS 2314 : 1986Steel Sheet Piling Sections

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EN 10248-1 · ASTM A328/A328M · JIS A 5528
CurrentSpecializedSpecificationBIMStructural Engineering · Structural Engineering and Structural Sections
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OverviewValues4InternationalTablesFAQ3Related

IS 2314:1986 is the Indian Standard (BIS) for steel sheet piling sections. This standard specifies the nominal dimensions, mass, and sectional properties of hot-rolled steel sheet piling sections. It covers Z-type, U-type, and straight web type profiles used predominantly in earth retaining walls, cofferdams, and marine structures.

Steel Sheet Piling Sections

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Structural Engineering and Structural Sections
Type
Specification
Amendments
Amendment 1 (1992)
International equivalents
EN 10248-1:2023 & EN 10248-2:1996 · CEN (European Committee for Standardization), EuropeASTM A328/A328M-20 · ASTM International, USAJIS A 5528:2022 · JSA (Japanese Standards Association), Japan
Typically used with
IS 2062IS 1852IS 8910
Also on InfraLens for IS 2314
4Key values3Tables3FAQs

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

Practical Notes
! Always verify the availability of specific sheet pile sections with local manufacturers before design finalization, as some standard sections may not be in regular production.
! While the code standardizes section properties, exact interlock dimensions are indicative; actual interlock strength and shape vary by manufacturer and must be checked for compatibility.
! For cellular cofferdams utilizing straight web sections, special attention must be given to the guaranteed interlock strength provided by the manufacturer.
Frequently referenced clauses
Cl. 3DesignationCl. 4Dimensions and PropertiesCl. 5TolerancesCl. 6Mass
Pulled from IS 2314:1986. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments1 amendment
1992Amendment 1 (1992)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
steelstructural steel

International Equivalents

Similar International Standards
EN 10248-1:2023 & EN 10248-2:1996CEN (European Committee for Standardization), Europe
HighCurrent
Hot rolled sheet piling of non alloy steels - Part 1: Technical delivery conditions & Part 2: Tolerances on shape and dimensions
Specifies technical requirements, steel grades, and dimensional/shape tolerances for hot-rolled steel sheet piles.
ASTM A328/A328M-20ASTM International, USA
HighCurrent
Standard Specification for Steel Sheet Piling
Covers material specifications for carbon, high-strength low-alloy, and alloy steel sheet piling of Z-type and arch-web sections.
JIS A 5528:2022JSA (Japanese Standards Association), Japan
HighCurrent
Hot rolled steel sheet piles
Defines requirements for hot-rolled U-type, Z-type, and straight web steel sheet piles, including dimensions, mass, and quality.
Key Differences
≠IS 2314:1986 is significantly older and has not been revised, whereas international standards like EN 10248 and ASTM A328 are updated regularly, incorporating modern steel grades and manufacturing technologies.
≠Steel grade designations differ significantly. IS 2314 refers to grades like 'St 42-S' from the now-withdrawn IS 226 (superseded by IS 2062 E250), while EN 10248 uses designations like 'S355GP' and ASTM A328 uses 'Grade 50' or 'Grade 60'.
≠Section profiles specified in IS 2314 (e.g., IS-SP-I to IS-SP-VI) are unique to the Indian market, even if based on historical European designs. International standards have their own distinct catalogues of profiles (e.g., AZ, PU, GU series in Europe).
≠International standards like EN 10248 often specify a wider range of high-strength steels (e.g., up to S430GP) which are not covered in the base IS 2314 standard.
≠Tolerance specifications differ. For example, IS 2314 specifies web thickness tolerance as a percentage (±5%), while EN 10248-2 provides absolute, asymmetrical values (e.g., -0.5 mm / +1.5 mm), reflecting different manufacturing control philosophies.
Key Similarities
≈All standards cover the same fundamental product: hot-rolled steel sections with interlocking edges used for earth and water retention structures.
≈They all define key mechanical properties essential for structural design, including minimum yield strength, tensile strength, and elongation.
≈The basic profile shapes, such as U-type (arch-web/trough) and Z-type sections, are recognized across all standards, forming the basis for their respective section catalogues.
≈All standards specify requirements for chemical composition, placing limits on elements like carbon, sulphur, and phosphorus to ensure weldability and durability.
Parameter Comparison
ParameterIS ValueInternationalSource
Standard Steel Grade (Min. Yield Strength)235 MPa (for steel conforming to IS 2062 Grade E250, which superseded the original IS 226 reference)355 MPa (for common grade S355GP)EN 10248-1:2023
High-Strength Steel Grade (Min. Yield Strength)Not explicitly defined in the standard (refers to IS 9550 for higher strength options)430 MPa (for grade S430GP)EN 10248-1:2023
Mass Tolerance (for an individual pile)± 2.5%± 5% (on mass per metre)EN 10248-2:1996
Interlock Tensile Strength RequirementMinimum 343 N/mm² (35 kgf/mm²)Strength is guaranteed by the manufacturer, with defined test methods; often required to match material strength.EN 10248-1:2023
Chemical Composition (Sulphur, max %)0.055% (for Steel St 42-S as per original IS 226 reference)0.025% (for S355GP grade)EN 10248-1:2023
Chemical Composition (Phosphorus, max %)0.055% (for Steel St 42-S as per original IS 226 reference)0.035% (for S355GP grade)EN 10248-1:2023
Elongation (min % on standard gauge length)23%20% (for S355GP grade)EN 10248-1:2023
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
tolerance on length+50 mm, -0 mm
tolerance on mass per metre±4 percent
tolerance on width±2 percent
tolerance on thickness±10 percent

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions and Sectional Properties of Z-Type Sheet Piling Sections
Table 2 - Dimensions and Sectional Properties of U-Type Sheet Piling Sections
Table 3 - Dimensions and Sectional Properties of Straight Web Type Sheet Piling Sections
Key Clauses
Clause 3 - Designation
Clause 4 - Dimensions and Properties
Clause 5 - Tolerances
Clause 6 - Mass

Related Resources on InfraLens

Cross-Referenced Codes
IS 2062:2011Hot Rolled Medium and High Tensile Structural...
→
IS 1852:1985Rolling and Cutting Tolerances for Hot Rolled...
→
IS 8910:2019General Requirements for Liquid Penetrant Tes...
→

Frequently Asked Questions3

What profiles of sheet piles are covered in IS 2314?+
The code covers Z-type, U-type, and straight web type sheet piling sections.
What is the permissible tolerance on the length of a steel sheet pile?+
+50 mm and -0 mm (Clause 5.1).
What is the acceptable tolerance on the mass of sheet piles?+
±4 percent on the mass per metre run (Clause 6.1).

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