IS 60061983AI Search Enabled✦ AI Generated

uncoated stress-relieved strand for prestressed concrete

IS 6006:1983 specifies the requirements for uncoated, stress-relieved high tensile steel strands used in prestressed concrete applications. It covers manufacturing, dimensions, mechanical properties, testing methods, and quality control for two-wire, three-wire, and seven-wire strands, ensuring their suitability and performance in structural engineering projects. This standard is essential for manufacturers, suppliers, and engineers involved in prestressed concrete design and construction.

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1983Edition
Concrete Reinforcement SteelCategory
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What This Standard Covers

IS 6006:1983 specifies the requirements for uncoated, stress-relieved high tensile steel strands used in prestressed concrete applications. It covers manufacturing, dimensions, mechanical properties, testing methods, and quality control for two-wire, three-wire, and seven-wire strands, ensuring their suitability and performance in structural engineering projects. This standard is essential for manufacturers, suppliers, and engineers involved in prestressed concrete design and construction.

Who Uses This Standard

  • Structural Engineers
  • Prestressed Concrete Designers
  • Construction Material Suppliers
  • Quality Control Inspectors
  • Manufacturers of Steel Strands
  • Civil Engineers
  • Testing Laboratory Technicians

Key Topics Covered

Types of strands (two-wire, three-wire, seven-wire)
Material specifications for element wires
Dimensional tolerances and strand designations
Mechanical properties including breaking load and elongation
Stress-relief and relaxation requirements
Testing methods for proof load, elongation, and relaxation
Manufacturing length and production considerations
Workmanship and surface finish criteria
Marking, packing, and traceability of coils
Sampling procedures and conformity criteria
Quality assurance and inspection requirements
Standard marking and certification

Table of Contents

1Scope

IS 6006 - Scope: Key Specifications and Tables

IS 6006 covers 7-wire steel strands used in prestressed concrete, specifying dimensions, tolerances, physical properties, and mechanical requirements.


1. Dimensions & Tolerances (Clause 4.3, Table 2)

ClassDesignationNominal Diameter (mm)Tolerance (mm)Nominal Cross-sectional Area (mm²)Nominal Mass (kg/m)
16.3 mm 7-ply6.3±0.425.10.195
7.9 mm 7-ply9.7±0.437.40.295
9.5 mm 7-ply9.5±0.451.60.408
11.1 mm 7-ply11.1±0.470.30.555
12.7 mm 7-ply12.7±0.492.90.730
15.2 mm 7-ply15.2±0.4138.71.094
29.5 mm 7-ply9.5+0.66 / -0.1554.80.435
11.1 mm 7-ply11.1+0.66 / -0.1574.20.585
12.7 mm 7-ply12.7+0.66 / -0.1598.70.775
15.2 mm 7-ply15.2
2Definitions

IS 6006: Definitions & Key Specifications for Seven Wire Strands

1. Definitions (Clause 2.0)

  • Standard definitions apply to strands, including nominal cross-sectional area and nominal mass (informative only).

2. Physical & Mechanical Properties (Clause 6.2, Table 6)

ClassDesignationBreaking Load (N)0.2% Proof Load (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 5 mm38,25032,460
16.3 mm 7-ply44,48037,810
17.9 mm 7-ply68,95058,600
19.5 mm 7-ply93,41079,400
111.1 mm 7-ply124,540105,860
112.7 mm 7-ply164,580139,900
115.2 mm 7-ply226,860192,830
29.5 mm 7-ply102,31086,960
211.1 mm 7-ply137,890117,210
212.5 mm 7-ply183,710156,150
215.2 mm 7-ply261,440222,230

3. Dimensional Tolerances & Mass (Clause 4.3, Table 2)

| Class | Designation | Nominal Diameter (mm)

3Material Requirements

IS 6006: Material Requirements for Seven-Wire Strands

1. Physical & Mechanical Properties (Clause 6.2)

ClassDesignationMinimum Breaking Load (N)Minimum 0.2% Proof Load (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 3 mm38,25032,460
16.3 mm 7-ply40,00034,000
7.9 mm 7-ply64,50054,700
9.5 mm 7-ply89,00075,600
11.1 mm 7-ply120,100102,300
12.7 mm 7-ply160,100136,200
15.2 mm 7-ply240,200204,200
29.5 mm 7-ply102,30087,000
11.1 mm 7-ply137,900117,200
12.7 mm 7-ply183,700156,100
15.2 mm 7-ply260,700221,500

2. Dimensional Tolerances & Mass (Clause 4.3)

ClassDesignationNominal Diameter (mm)Tolerance (mm)Nominal Cross-Sectional Area (mm²)Nominal Mass (kg/m)
16.3 mm 7-ply6
4Size and Designation

IS 6006: Size and Designation of Wire Strands

Key Tables & Specifications

1. Size and Designation (Clause 4.2 & 4.3)

DesignationNominal Wire Diameter (mm)Tolerance (mm)Cross-Sectional Area (mm²)Mass (kg/m)
2-ply 2 mm2.0±0.036.280.0493
2-ply 3 mm3.0±0.0314.140.111
3-ply 3 mm3.0±0.0321.210.166

Seven-wire strands (Class 1 & 2):

ClassDesignationNominal Strand Diameter (mm)Tolerance (mm)Area (mm²)Mass (kg/m)
16.3 mm 7-ply6.3±0.425.10.195
19.5 mm 7-ply9.5±0.451.60.408
29.5 mm 7-ply9.5+0.66 / -0.1554.80.435

2. Minimum Breaking Load & 0.2% Proof Load (Clause 6.2)

DesignationBreaking Load Min (N)0.2% Proof Load Min (N)
2-ply 2 mm12,75010,840
2-ply 3 mm25,50021,670
3-ply
5Dimensions and Tolerances

IS 6006: Dimensions and Tolerances for Wire Strands

Key Tables Summary

Table 1: Two and Three Wire Strands (Clause 4.2 & 5.1)

DesignationNominal Diameter of Element Wire (mm)Tolerance (mm)Nominal Cross-Sectional Area (mm²)Nominal Mass (kg/m)
2-ply 2 mm2.0±0.036.280.0493
2-ply 3 mm3.0±0.0314.140.111
3-ply 3 mm3.0±0.0321.210.166

Table 2: Seven Wire Strands (Clauses 4.3 & 5.1)

ClassDesignationNominal Diameter (mm)Tolerance (mm)Nominal Cross-Sectional Area (mm²)Nominal Mass (kg/m)
16.3 mm 7-ply6.3±0.425.10.195
7.9 mm 7-ply9.7±0.437.40.295
9.5 mm 7-ply9.5±0.451.60.408
11.1 mm 7-ply11.1±0.470.30.555
12.7 mm 7-ply12.7±0.492.90.730
15.2 mm 7-ply15.2±0.4
6Mechanical Properties

IS 6006: Mechanical Properties of Seven-Wire Strands

Key Specifications (Clause 6.2 & Tables)

ClassDesignationBreaking Load Min (N)0.2% Proof Load Min (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 3 mm38,25032,460
16.3 mm 7-ply40,00034,000
17.9 mm 7-ply64,50054,700
19.5 mm 7-ply89,00075,600
111.1 mm 7-ply120,100102,300
112.7 mm 7-ply160,100136,200
115.2 mm 7-ply240,200204,200
29.5 mm 7-ply102,30087,000
211.1 mm 7-ply137,900117,200
212.7 mm 7-ply183,700156,100
215.2 mm 7-ply260,700221,500

Nominal Dimensions & Mass (Clause 4.3, Table 2)

DesignationNominal Diameter (mm)Tolerance (mm)Nominal Cross-sectional Area (mm²)Nominal Mass (kg/m)
6.3 mm
7Testing Methods

IS 6006 - Testing Methods: Key Formulas & Tables

1. Minimum Breaking Load & 0.2% Proof Load (Clause 6.2 & Table 3)

ClassDesignationBreaking Load Min (N)0.2% Proof Load Min (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
16.3 mm 7-ply40,00034,000
17.9 mm 7-ply64,50054,700
115.2 mm 7-ply240,200204,200
29.5 mm 7-ply102,30087,000
215.2 mm 7-ply260,700221,500

2. Load at 1.0% Extension Method (Clause 7.2.1)

  • Apply initial load = 10% of minimum breaking load.
  • Attach extensometer calibrated to 0.001 mm/mm gauge length.
  • Measure load at 1% extension for proof.

3. Strand Dimensions & Tolerances (Clause 4.3, Table 2)

DesignationNominal Diameter (mm)Tolerance (mm)Nominal Area (mm²)Mass (kg/m)
6.3 mm 7-ply6.3±0.425.10.195
9.5 mm 7-ply9.5±0.451.60.408
15.2 mm 7-ply15.2±0.4138.71.094
8Sampling and Criteria for Conformity

IS 6006: Sampling and Criteria for Conformity

Sampling (Clause 8.1)

  • 7-ply strand coils:

    • Random samples from every group of 5 coils.
    • Minimum 2 samples per lot.
  • 2-ply and 3-ply strand coils:
    Sample size based on lot size:

No. of Coils in LotNo. of Coils to be Selected
Up to 253
26 to 654
66 to 1805
181 to 3007
301 and above10

Retest Criteria (Clause 8.2)

  • If a sample fails, take 2 additional samples from the same coil end.
  • If both pass, coil conforms.
  • If either fails, coil does not conform.

Relaxation Test (Clause 7.4)

  • Initial stress = 70% of specified minimum tensile strength.
  • Temperature: 20 ± 2℃.
  • Load applied over 5 minutes, held for 1 minute.
  • Relaxation readings start after 6 minutes.
  • No overstressing allowed.

Key Formula for Initial Stress:

[ \sigma_i = 0.7 \times \frac{P_{min}}{A_n} ]

  • (P_{min}) = Minimum specified breaking load
  • (A_n) = Nominal cross-sectional area of the strand

This ensures quality control and conformance per IS 6006 standards.

9Delivery, Inspection and Testing Facilities

IS 6006: Delivery, Inspection and Testing Facilities - Key Points

1. Delivery & Inspection (Clauses 8.3, 9.1, 9.4)

  • Sampling: If ≥10% of selected coils fail, the entire parcel is rejected (Clause 8.3).
  • Inspection: General supply, inspection, and testing follow IS:1387-1967 (Clause 9.1).
  • Manufacturer's Certificate: Must include:
    • Manufacturing process
    • Mechanical test results (including 0.2% proof load)
    • Chemical composition (if required)
    • Identification marks matching the material (Clause 9.4)

2. Testing Facilities & Specifications

ClassDesignationMinimum Breaking Load (N)0.2% Proof Load (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 5 mm38,25032,460
16.3 mm 7-ply44,48037,810
17.9 mm 7-ply68,95058,600
19.5 mm 7-ply93,41079,400
111.1 mm 7-ply124,540105,860
112.7 mm 7-ply164,580139,900
115.2 mm 7-ply226,860192,830
29.5 mm 7-ply102,31086,960
211.1 mm 7-ply137,890117,210
212.5 mm
10Packing and Identification Marking

IS 6006: Packing and Identification Marking - Key Points & Tables

1. Manufacturer's Certificate (Clause 9.4)

  • Must include:
    • Process of manufacture
    • Mechanical test results (including 0.2% proof load)
    • Chemical composition (if required)
  • Each test sheet must show the cast number or identification mark matching the material.

2. Packing & Marking (Clause 10)

  • Each coil must be suitably marked.
  • May carry the ISI Certification Mark.
  • Test certificates must bear the Standard Mark if ISI mark is used.
  • Marking ensures traceability and quality assurance under BIS.

3. Minimum Breaking Load & 0.2% Proof Load (Clause 6.2)

ClassDesignationMin Breaking Load (N)Min 0.2% Proof Load (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 3 mm38,25032,460
16.3 mm 7-ply40,00034,000
17.9 mm 7-ply64,50054,700
19.5 mm 7-ply89,00075,600
111.1 mm 7-ply120,100102,300
112.7 mm 7-ply160,100136,200
115.2 mm 7-ply240,200204,200
29.5 mm 7-ply102,30087,000
211.1 mm 7-ply
11Workmanship and Finish

IS 6006: Workmanship and Finish, Size & Designation Summary

1. Workmanship and Finish (Clause 3.5)

  • Finished strands must have uniform diameter.
  • Must be free from injurious flaws and imperfections.
  • No oil or grease on strands.
  • Slight rusting allowed if it does not cause visible pits.

2. Size, Tolerances & Mass (Clause 4.3, Table 2)

ClassDesignationNominal Diameter (mm)Tolerance (mm)Nominal Cross-Sectional Area (mm²)Nominal Mass (kg/m)
16.3 mm 7-ply6.3±0.425.10.195
7.9 mm 7-ply9.7±0.437.40.295
9.5 mm 7-ply9.5±0.451.60.408
11.1 mm 7-ply11.1±0.470.30.555
12.7 mm 7-ply12.7±0.492.90.730
15.2 mm 7-ply15.2±0.4138.71.094
29.5 mm 7-ply9.5+0.66 / -0.1554.80.435
11.1 mm 7-ply11.1+0.66 / -0.1574.20.585
12.7 mm 7-ply12.7
12Marking and Traceability

IS 6006 - Marking and Traceability (Clauses 10.2 & 9.4)

Key Requirements:

  • Coil Marking: Each coil of strands must be marked for traceability to the cast.
  • Label Details:
    • Size of strand
    • Coil number
    • Class (if applicable)
  • Traceability: Manufacturer must enable purchaser/authorized representative to trace strands back to the cast.
  • Manufacturer’s Certificate: Must include manufacturing process, mechanical test results (including 0.2% proof load), chemical composition (if required), and cast identification.

Physical & Mechanical Properties (Clause 6.2 - Minimum Breaking Load & 0.2% Proof Load)

ClassDesignationBreaking Load Min (N)0.2% Proof Load Min (N)
-2-ply 2 mm12,75010,840
-2-ply 3 mm25,50021,670
-3-ply 3 mm38,25032,460
16.3 mm 7-ply40,00034,000
17.9 mm 7-ply64,50054,700
19.5 mm 7-ply89,00075,600
111.1 mm 7-ply120,100102,300
112.7 mm 7-ply160,100136,200
115.2 mm 7-ply240,200204,200
29.5 mm 7-ply102,30087,000
211.1 mm 7-ply137,900117,200
212.7 mm
13Relaxation Requirements

Relaxation Requirements as per IS 6006

Key Specifications (Clause 6.4 & 6.4.1)

  • Relaxation stress after 1000 h ≤ 5% of initial stress (measured per 7.4).
  • If 1000 h test not possible, 100 h test allowed if:
    • Relaxation at 100 h ≤ 3.5% of initial stress.
    • Manufacturer provides correlation proof between 100 h and 1000 h relaxation values.

Initial Stress for Relaxation Test (Clause 7.4)

  • Initial stress = 70% of specified minimum tensile strength.

  • Tensile strength calculated from:

    [ \text{Min Tensile Strength} = \frac{\text{Minimum Breaking Load}}{\text{Nominal Cross-sectional Area}} ]

  • Temperature during test: 20 ± 2°C.

  • Load applied over 5 minutes, held for 1 minute, then relaxation readings start after 6 minutes.

Minimum Breaking Loads (Clause 6.2 - Table Summary)

DesignationBreaking Load (N)0.2% Proof Load (N)
2-ply 2 mm12,75010,840
3-ply 5 mm38,25032,460
7-ply 6.3 mm44,48037,810
7-ply 9.5 mm93,41079,400
7-ply 15.2 mm226,860192,830

Summary Formula for Relaxation Stress Limit:

[ \sigma_r \leq 0.05 \times \sigma_i \quad \text{(after 1000 h)} ]

or

[ \sigma_r \leq 0.035 \times \sigma_i \quad \text{(after 100 h with proof)} ]

where:

  • (\sigma_r) = relaxation stress,
  • (\sigma_i) = initial applied stress (70% of min tensile strength).

flowchart LR
    A[Start Test] --> B[Apply Load over 5
14Proof Load and Elongation Tests

IS 6006: Proof Load and Elongation Tests Summary

Proof Load Test (Clause 1.0 & 6.2)

  • Load is applied until 1.0% extension is recorded on the extensometer.
  • The applied load at this extension must be ≥ 0.2% proof load from Table 3.

Key Formulas:

  • Proof Load (P₀.₂): Load causing 0.2% permanent strain.
  • Extension at proof load = 1.0% strain.

Minimum Loads from Table 3 (N):

DesignationBreaking Load (Min)0.2% Proof Load (Min)
2-ply 2 mm12,75010,840
2-ply 3 mm25,50021,670
3-ply 3 mm38,25032,460
6.3 mm 7-ply40,00034,000
7.9 mm 7-ply64,50054,700
9.5 mm 7-ply89,00075,600
11.1 mm 7-ply120,100102,300
12.7 mm 7-ply160,100136,200
15.2 mm 7-ply240,200204,200

Procedure:

  1. Attach extensometer to strand.
  2. Increase load gradually.
  3. Stop when extension = 1.0%.
  4. Verify load ≥ 0.2% proof load from table.

flowchart TD
    A[Start Test] --> B[Attach Extensometer]
    B --> C[Apply Load Gradually]
    C --> D{Extension = 1.0%?}
    D -- No --> C
    D -- Yes --> E[Record Load]
    E --> F{Load ≥ 0.2% Proof Load?}
    F -- Yes --> G[Pass Test]
    F
15Quality Control and Certification

IS 6006: Quality Control and Certification Key Points


1. Dimensions, Tolerances & Mass (Clause 4.3, Table 2)

DesignationNominal Diameter (mm)Tolerance (mm)Nominal Area (mm²)Mass (kg/m)
6.3 mm 7-ply6.3±0.425.10.195
9.5 mm 7-ply (Class 1)9.5±0.451.60.408
9.5 mm 7-ply (Class 2)9.5+0.66 / -0.1554.80.435
15.2 mm 7-ply15.2±0.4 / +0.66/-0.15138.7 - 140.01.094 - 1.102

2. Mechanical Properties (Clause 6.2, Tables 3 & 5)

DesignationMin Breaking Load (N)Min 0.2% Proof Load (N)
6.3 mm 7-ply40,000 - 44,48034,000 - 37,810
9.5 mm 7-ply (Class 1)89,000 - 93,41075,600 - 79,400
9.5 mm 7-ply (Class 2)102,300 - 102,31087,000 - 86,960
15.2 mm 7-ply240,200 - 261,440204,200 - 222,230

3. Manufacturer's Certificate (Clause 9.4)

  • Must include:
    • Manufacturing process details.
    • Test sheet with mechanical test results (breaking load, 0.

Popular Questions About IS 6006

?What are the specified dimensions and tolerances for seven-wire strands under IS 6006?

IS 6006: Dimensions & Tolerances for Seven-Wire Strands

According to Clause 4.3 and Clause 5.1, the nominal diameter, cross-sectional area, and mass of seven-wire strands are specified in Table 2. Tolerances apply to the nominal diameter of the strand.

Key Data from Table 2 (Selected Examples):

DesignationNominal Diameter (mm)Tolerance (mm)Nominal Area (mm²)Nominal Mass (kg/m)
6.3 mm 7-ply6.3± 0.425.10.195
9.5 mm 7-ply (Class 1)9.5± 0.451.60.408
9.5 mm 7-ply (Class 2)9.5+0.66 / -0.1554.80.435
15.2 mm 7-ply15.2± 0.4 (Class 1) or +0.66 / -0.15 (Class 2)138.7 - 140.01.094 - 1.102

Notes:

  • 7-ply strand = 1 central wire + 6 outer wires.
  • Tolerances differ by class (Class 1: ±0.4 mm; Class 2: asymmetric tolerance).
  • Mass and area values are nominal for design and quality control.

Summary:

  • Nominal diameter tolerance for Class 1: ±0.4 mm
  • Nominal diameter tolerance for Class 2: +0.66 mm / -0.15 mm
  • Strand diameter and mass must conform to Table 2 values for each designation.
Loading diagram...
?How is the breaking load of uncoated stress-relieved strands tested according to this standard?

According to IS 6006, the breaking load test for uncoated stress-relieved strands is conducted as follows:

  • Breaking Load Definition (Clause 2.1): The maximum load reached during a tensile test on the strand.

  • Test Procedure (Clause 7.1 reference):

    • Test samples of sufficient length are taken randomly from coils (Clause 8.1).
    • For 7-ply strands, samples come from groups of 5 coils, minimum 2 samples per lot.
    • For 2-ply and 3-ply strands, sample size depends on lot size (see table below).
  • Acceptance Criteria (Clause 6.1):

    • The breaking load must not be less than the values specified in Table 3 of IS 6006.

Sampling Table for 2-ply and 3-ply Strands (Clause 8.1)

No. of Coils in LotNo. of Coils to be Selected
Up to 253
26 to 654
66 to 1805
181 to 3007
301 and above10

Summary:

  • Tensile test on random samples from specified coils.
  • Maximum load recorded = breaking load.
  • Must meet or exceed minimum breaking load values in Table 3.

This ensures strand quality and strength consistency.

?What material properties must the element wires meet for compliance with IS 6006?

According to IS 6006, the element wires used for strands must meet the following material properties:

  • Material: Cold-drawn plain carbon steel (Clause 3.1.1 & 3.1.2).
  • Chemical Composition:
    • Sulphur ≤ 0.050%
    • Phosphorus ≤ 0.050%
  • Mechanical Properties: After drawing and stress relieving, wires must have properties as prescribed in the specification (Clause 3.1.1).
  • Dimensional Tolerances: Diameter tolerances for element wires and strands are specified in Tables 1 and 2 (Clause 5.1).
  • Quality Certification: Material must be certified by the purchaser or bear the ISI mark before dispatch (Clause 9.2).

These ensure the strand's strength, ductility, and corrosion resistance suitable for prestressing applications.

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?How does IS 6006 define and control relaxation in prestressing strands?

IS 6006 Relaxation Definition & Control for Prestressing Strands

  • Relaxation refers to the reduction in stress under constant strain over time in prestressing strands.
  • Test Conditions (Clause 7.4):
    • Initial stress = 70% of specified minimum tensile strength (based on min breaking load & nominal cross-section).
    • Load applied gradually over 5 minutes, held constant for 1 minute.
    • Relaxation readings start after 6 minutes from load application.
    • Temperature maintained at 20 ± 2°C during the test.
    • No load adjustments or overstressing allowed during testing.
  • Purpose: Ensure strands meet relaxation limits specified in Clause 6.4 (not detailed here but typically limits % relaxation over time).
  • Sampling & conformity: Manufacturer must provide test records if requested by purchaser.

Summary Table for Relaxation Test Setup

ParameterValue/Condition
Initial Stress70% of min tensile strength
Load Application Time5 minutes
Load Hold Time1 minute
Relaxation Measurement StartAfter 6 minutes
Test Temperature20 ± 2°C
Load AdjustmentNot allowed

This ensures prestressing strands have controlled relaxation, critical for long-term prestress losses in concrete structures.

?What marking and traceability requirements are specified for strand coils?

IS 6006 - Marking & Traceability for Strand Coils

Per Clause 10.2:

  • Each coil must be marked to enable full traceability to the cast from which the strand was produced.
  • The coil label must include:
    • Size of strand
    • Coil number
    • Class (if applicable)
  • The manufacturer must provide the purchaser or authorized representative with facilities to trace strands back to their cast.

Additional relevant points:

  • Clause 9.4 requires a Manufacturer’s Certificate with:

    • Manufacturing process details
    • Mechanical test results (including 0.2% proof load)
    • Chemical composition (if required)
    • Identification mark matching the coil label
  • Coils should be securely strapped and protected during transit (Clause 10.1.1 & 10.1.2).


Summary Table for Coil Labeling

Label DetailDescription
Size of strandDiameter or specification of strand
Coil numberUnique coil identification number
ClassStrand class/type (if applicable)

Loading diagram...

This ensures full traceability and quality assurance as per IS 6006.

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