IS 14268:1995 specifies the requirements for uncoated, stress-relieved low relaxation seven-ply steel strands used as prestressing tendons in prestressed concrete construction. It covers manufacturing, mechanical properties, testing methods, and supply conditions to ensure strands provide high strength with minimal relaxation losses, suitable for engineers and manufacturers involved in prestressed concrete applications.
Overview
IS 14268:1995 specifies the requirements for uncoated, stress-relieved low relaxation seven-ply steel strands used as prestressing tendons in prestressed concrete construction. It covers manufacturing, mechanical properties, testing methods, and supply conditions to ensure strands provide high strength with minimal relaxation losses, suitable for engineers and manufacturers involved in prestressed concrete applications.
Audience
Contents
Structure
IS 14268: Scope - Key Specifications & Tables
IS 14268 covers physical and mechanical properties of prestressing steel strands used in concrete.
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| 11.1 | 120.1 | 108.1 | |
| 12.7 | 160.1 | 144.1 | |
| 15.2 | 240.2 | 216.2 | |
| II | 9.5 | 102.3 | 92.1 |
| 11.1 | 137.9 | 124.1 | |
| 12.7 | 183.7 | 165.3 | |
| 15.2 | 260.7 | 234.6 |
| Class | Nominal Dia (mm) | Tolerance (mm) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|
| I | 9.5 | ±0.40 | 51.6 | 405 |
| 11.1 | ±0.40 | 69.7 | 548 | |
| 12.7 | ±0.40 | 92.9 | 730 | |
| 15.2 | ±0.40 | 139.4 | 1,094 | |
| II | 9.5 | +0.66 / -0.15 | 54.8 | 432 |
| 11.1 |
IS 14268 Key References, Formulas & Tables Summary
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) (90% of Breaking Strength) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| 11.1 | 120.1 | 108.1 | |
| 12.7 | 160.1 | 144.1 | |
| 15.2 | 240.2 | 216.2 | |
| II | 9.5 | 102.3 | 92.1 |
| 11.1 | 137.9 | 124.1 | |
| 12.7 | 183.7 | 165.3 | |
| 15.2 | 260.7 | 234.6 |
| Class | Nominal Dia (mm) | Tolerance (mm) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|
| I | 9.5 | ±0.40 | 51.6 | 405 |
| 11.1 | ±0.40 | 69.7 | 548 | |
| 12.7 | ±0.40 | 92.9 | 730 | |
| 15.2 | ±0.40 | 139.4 | 1094 | |
| II | 9.5 | +0.66 / -0.15 | 54.8 | 432 |
| 11.1 | +0.66 / -0.15 | 74.2 | 582 | |
| 12.7 | +0.66 / -0.15 |
IS 14268: Definitions - Key Tables & Specifications
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) (90% of Breaking Strength) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| 11.1 | 120.1 | 108.1 | |
| 12.7 | 160.1 | 144.1 | |
| 15.2 | 240.2 | 216.2 | |
| II | 9.5 | 102.3 | 92.1 |
| 11.1 | 137.9 | 124.1 | |
| 12.7 | 183.7 | 165.3 | |
| 15.2 | 260.7 | 234.6 |
| Class | Nominal Dia (mm) | Tolerance (mm) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|
| I | 9.5 | ±0.40 | 51.6 | 405 |
| 11.1 | ±0.40 | 69.7 | 548 | |
| 12.7 | ±0.40 | 92.9 | 730 | |
| 15.2 | ±0.40 | 139.4 | 1094 | |
| II | 9.5 |
IS 14268: Manufacture - Key Specifications & Tables
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| 11.1 | 120.1 | 108.1 | |
| 12.7 | 160.1 | 144.1 | |
| 15.2 | 240.2 | 216.2 | |
| II | 9.5 | 102.3 | 92.1 |
| 11.1 | 137.9 | 124.1 | |
| 12.7 | 183.7 | 165.3 | |
| 15.2 | 260.7 | 234.6 |
| Class | Nominal Dia (mm) | Tolerance (mm) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|
| I | 9.5 | ±0.40 | 51.6 | 405 |
| 11.1 | ±0.40 | 69.7 | 548 | |
| 12.7 | ±0.40 | 92.9 | 730 | |
| 15.2 | ±0.40 | 139.4 | 1094 | |
| II | 9.5 | +0.66 / -0.15 | 54.8 | 432 |
| 11.1 | +0.66 / -0.15 | 74.2 | 582 | |
| 12 |
IS 14268 - Chemical Composition: Key Points
IS 14268 primarily covers prestressing steel strands. Although explicit chemical composition tables are not provided in the given context, the standard references chemical analysis methods (e.g., IS 228 Part 9 for sulfur determination in carbon steel).
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| I | 15.2 | 240.2 | 216.2 |
| II | 9.5 | 102.3 | 92.1 |
| II | 15.2 | 260.7 | 234.6 |
[ \text{Proof Load} = 0.9 \times \text{Breaking Strength} ]
flowchart TD
A[Steel Strand] --> B[Chemical Composition]
B --> C[Carbon, Manganese, Sulfur, Phosphorus]
A --> D[Mechanical Properties]
D --> E[Breaking Strength]
D --> F[0.2% Proof Load (90% of Breaking Strength)]
B --> G[Chemical Analysis per IS 228 Part 9]
Summary: IS 14268 ensures chemical composition control via referenced IS methods, critical for achieving specified mechanical
IS 14268: Mechanical Properties Summary (Clause 6.2)
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) |
|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 |
| 11.1 | 120.1 | 108.1 | |
| 12.7 | 160.1 | 144.1 | |
| 15.2 | 240.2 | 216.2 | |
| II | 9.5 | 102.3 | 92.1 |
| 11.1 | 137.9 | 124.1 | |
| 12.7 | 183.7 | 165.3 | |
| 15.2 | 260.7 | 234.6 |
| Class | Nominal Dia (mm) | Tolerance (mm) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|
| I | 9.5 | ±0.40 | 51.6 | 405 |
| 11.1 | ±0.40 | 69.7 | 548 | |
| 12.7 | ±0.40 | 92.9 | 730 | |
| 15.2 | ±0.40 | 139.4 | 1094 | |
| II | 9.5 | +0.66 / -0.15 | 54.8 | 432 |
| 11.1 | +0.66 / -0.15 |
IS 14268: Sampling and Criteria for Conformity
Test Gauge Length (Clause 6.4.8):
Minimum gauge length = 40 × nominal strand diameter
This ensures reliable tensile test results.
Rounding Off (Clause 7):
Final test values must be rounded per IS 2:1960, retaining the same number of significant digits as the specified value.
Initial Sampling: Test samples are taken from coils/strands as per agreed procedure.
Failure Protocol:
| Parameter | Specification |
|---|---|
| Gauge Length | ≥ 40 × nominal strand diameter |
| Rounding Off | Per IS 2:1960 rules |
| Failure Retest Samples | 2 additional samples from same coil end |
| Acceptance Criteria | Both retest samples must pass |
flowchart TD
A[Initial Sample Test] -->|Pass| B[Coil Accepted]
A -->|Fail| C[Take 2 Additional Samples]
C --> D[Test Additional Samples]
D -->|Both Pass| B
D -->|Any Fail| E[Coil Rejected]
This ensures fair and statistically sound conformity assessment per IS 14268.
IS 14268: Marking and Packaging Key Points
Each reel or reelless pack must have a label with:
| Marking Item | Description |
|---|---|
| Source of Manufacture | Name/location of manufacturer |
| Coil Number | Unique identification number |
| Nominal Diameter | Diameter of strand (mm) |
| Class | Grade/class of strand (if applicable) |
flowchart TD
A[Reel/Reelless Pack] --> B[Label]
B --> C[Source of Manufacture]
B --> D[Coil Number]
B --> E[Nominal Diameter]
B --> F[Class (if applicable)]
A --> G[Packaging]
G --> H[Protect from damage]
G --> I[Maintain mechanical properties]
For detailed certification and licensing, contact BIS or refer to BIS Act, 1986.
IS 14268 - Certification Marking (Clause 9.2)
| Class | Nominal Dia (mm) | Breaking Strength (kN) | 0.2% Proof Load (kN) | Nominal Area (mm²) | Nominal Mass (kg/km) |
|---|---|---|---|---|---|
| I | 9.5 | 89.0 | 80.1 | 51.6 | 405 |
| 11.1 | 120.1 | 108.1 | 69.7 | 548 | |
| 12.7 | 160.1 | 144.1 | 92.9 | 730 | |
| 15.2 | 240.2 | 216.2 | 139.4 | 1094 | |
| II | 9.5 | 102.3 | 92.1 | 54.8 | 432 |
| 11.1 | 137.9 | 124.1 | 74.2 | 582 | |
| 12.7 | 183.7 | 165.3 | 98.7 | 775 | |
| 15.2 | 260.7 | 234.6 | 140.0 | 1102 |
flowchart LR
A[Manufacturer] --> B[Apply for BIS License]
B --> C{License Granted?}
C
Committee: Concrete Reinforcement Sectional Committee, CED 54
Purpose: Formulation and review of standards related to concrete reinforcement.
| Role | Representative Organization |
|---|---|
| Chairman | Central Public Works Department, New Delhi |
| Members | Various experts from: |
| - Central Building Research Institute, Roorkee | Research & Development |
| - Steel manufacturers (Bhilai Steel Plant, Usha Martin, Tensile Steels, etc.) | Industry |
| - Structural Engineering Research Centres (Ghaziabad, Madras) | Research |
| - Government Departments (Irrigation, Public Works, Army HQ) | Govt. Agencies |
| - BIS Officials (Director General, Member Secretary) | Standardization Body |
| Alternates | Appointed for most members for continuity |
This structure ensures balanced representation for robust and practical standards in concrete reinforcement.
Frequently Asked
Mechanical Properties for Low Relaxation Seven-Ply Strands (IS 14268)
Relaxation Limits:
Strand Type:
Testing Conditions:
These limits ensure minimal prestress loss over time, critical for structural durability.
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This specification guarantees reliable long-term performance of prestressing strands in concrete.
Low Relaxation Property in IS 14268
Achieved by Stabilising:
A hot stretching process where the prestressing strand is tensioned during stress-relieving heat treatment. This induces linear hardening, increasing creep resistance and reducing relaxation losses.
Relaxation Limits (Clause 6.4.1):
When loaded to 70% of the specified minimum breaking strength (SMBS), relaxation losses must be:
Testing Duration (Clause 6.4.7):
Relaxation tests last 1000 hours or a shorter period extrapolated reliably to 1000 hours based on historical data.
| Duration (h) | Max Relaxation Loss (%) |
|---|---|
| 100 | 1.8 |
| 1000 | 2.5 |
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This process ensures strands meet low relaxation criteria critical for prestressed concrete durability.
According to IS 14268, the chemical composition limits for steel wires used in strands are:
These limits ensure the steel is of plain carbon type, cold-drawn from quality carbon steel (Clause 4.1.1 & 4.1.2).
Additional requirements:
This chemical control helps achieve the mechanical properties and durability needed for prestressed concrete strands.
| Element | Maximum % Content |
|---|---|
| Sulphur | 0.050 |
| Phosphorus | 0.050 |
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According to IS 14268:
This ensures strand integrity and performance in prestressing applications.
Packaging and Marking Requirements for Strands as per IS 14268:
Packaging:
Marking:
This ensures traceability, quality assurance, and ease of identification during storage and use.
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