IS 1785 Part 21983AI Search Enabled✦ AI Generated

plain hard-drawn steel wire for prestressed concrete, Part 2: As the drawn wire

IS 1785 Part 2 (1983) specifies requirements for plain hard-drawn steel wire used in prestressed concrete applications, focusing on 'as-drawn' wires supplied in coil form. It covers manufacturing processes, mechanical properties, chemical composition, testing methods, and marking for wires typically used in prestressed concrete pipes and similar structures. This standard is essential for manufacturers, suppliers, and engineers involved in the design, production, and quality assurance of prestressed concrete components.

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136Clauses Indexed
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1983Edition
Concrete Reinforcement SteelCategory
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What This Standard Covers

IS 1785 Part 2 (1983) specifies requirements for plain hard-drawn steel wire used in prestressed concrete applications, focusing on 'as-drawn' wires supplied in coil form. It covers manufacturing processes, mechanical properties, chemical composition, testing methods, and marking for wires typically used in prestressed concrete pipes and similar structures. This standard is essential for manufacturers, suppliers, and engineers involved in the design, production, and quality assurance of prestressed concrete components.

Who Uses This Standard

  • Structural Engineers
  • Prestressed Concrete Manufacturers
  • Quality Control Inspectors
  • Material Suppliers
  • Civil Engineers
  • Construction Project Managers
  • Steel Wire Manufacturers

Key Topics Covered

Manufacturing processes for hard-drawn steel wire
Chemical composition limits for steel
Mechanical properties including tensile strength and proof stress
Dimensional tolerances and nominal diameters
Sampling and testing procedures
Ductility and stress corrosion susceptibility
Identification, marking, and traceability requirements
Packaging and delivery conditions
Conformity criteria for lot acceptance
Coil specifications and handling
Use of Standard Mark and certification
Amendments and revisions to the standard

Table of Contents

1Scope

IS 1785 Part 2 - Scope & Key Specifications

Scope (Clause 2.0)

  • Defines terms related to steel wire for concrete reinforcement.
  • Applies to cold-drawn steel wire with specified chemical and mechanical properties.

Key Specifications:

1. Tolerance on Nominal Diameter (Clause 5.1)

Nominal Diameter (mm)Tolerance (± mm)
3.000.02
4.000.03
5.000.03

2. Chemical Composition Limits (Clause 3.1.1)

  • Sulphur ≤ 0.040%
  • Phosphorus ≤ 0.040%

3. Quality Control Formula (Clause 8.3.2)

For chemical composition, diameter, tensile strength, proof stress:

[ \begin{cases} \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} \ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} \end{cases} ]

  • Range = Max test value - Min test value

4. Nominal Mass and Tolerance for As-Drawn Wire (Clause 5.1.2)

  • Some diameters (7 mm, 8 mm) and their values have been deleted in Amendment No. 2.

This ensures wire quality and dimensional accuracy for reinforcement use.

2Definitions

IS 1785 Part 2: Key Definitions, Specifications & Tables


1. Definitions (Clause 2.0)

  • Standard definitions apply for terms related to plain hard drawn steel wire used in prestressed concrete.
  • These include wire diameter, tensile strength, proof stress, chemical composition, and tolerance.

2. Wire Diameter & Tensile Strength (Clause 6.1)

Nominal Diameter (mm)Tensile Strength, Min (N/mm²)
2.501800
7.501800

3. Tolerance on Nominal Diameter (Clause 5.1)

Nominal Diameter (mm)Tolerance (± mm)
3.000.02
4.000.03
5.000.03

4. Quality Control Formula (Clause 8.3.2)

For chemical composition, diameter, tensile strength, proof stress:

[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ] [ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]

  • Range = Max value - Min value from test results.

Summary Diagram: Quality Check for Wire Properties

flowchart TD
    A[Test Results] --> B{Calculate Mean & Range}
    B --> C[Check Mean + 0.6*Range ≤ Max Spec]
    B --> D[Check Mean - 0.6*Range ≥ Min Spec]
    C & D --> E{Pass/Fail}

This ensures wire properties meet strict standards for prestressed concrete applications.

3Manufacture

IS 1785 Part 2 – Manufacture: Key Specifications & Formulas


1. Manufacturer's Certificate (Clause 9.4)

  • Must state:
    • Process of manufacture (e.g., open hearth, electric duplex, acid Bessemer, basic oxygen).
    • Test sheet with:
      • Mechanical test results.
      • Chemical composition (if required).
    • Identification mark linking test sheet to specific cast/material.

2. Chemical & Mechanical Properties Control (Clause 8.3.2)

  • For each property (chemical composition, diameter, tensile strength, proof stress):

[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ] [ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]

  • Range = Max test value − Min test value.

3. Manufacturing Process (Clause 3.1)

  • Steel must be cold-drawn from steel made by:
    • Open hearth, electric duplex, acid Bessemer, basic oxygen, or combination.
  • Other processes require purchaser approval.

4. Traceability (Clause 7.1.2)

  • Mill records must show:
    • Number of coils/bundles per cast.
    • Sizes and identification marks.
  • Enables selection of test pieces and traceability.

Summary Table: Property Control Formula

ParameterCondition
Mean + 0.6 × Range≤ Maximum specification limit
Mean − 0.6 × Range≥ Minimum specification limit

This ensures consistent quality and traceability in wire manufacture per IS 1785 Part 2.

4Materials

IS 1785 Part 2: Key Formulas, Tables & Specifications for Materials


1. Chemical Composition, Diameter, Tensile Strength & Proof Stress (Clause 8.3.2)

  • For each property, test results must satisfy:

[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ]

[ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]

  • Range = Max value - Min value from test results

2. Tensile Strength Requirements (Clause 6.1)

Nominal Diameter (mm)Min Tensile Strength (N/mm²)
2.501800
3.001765
4.001715
5.001570

3. Ductility (Clause 8.3.3)

  • Number of defective specimens must not exceed permissible limits based on the number tested (refer to IS 1785 Part 2 for exact permissible numbers).

Summary:

  • Use Mean ± 0.6 × Range checks for quality control.
  • Tensile strength decreases slightly with increasing wire diameter.
  • Ductility tests ensure wire reliability with controlled defective specimen limits.

flowchart TD
    A[Material Test Results] --> B{Check Mean + 0.6 Range ≤ Max Limit}
    A --> C{Check Mean - 0.6 Range ≥ Min Limit}
    B --> D[Pass]
    C --> D
    D --> E[Tensile Strength meets Table Values?]
    E -->|Yes| F[Material Accepted]
    E -->|No| G[Material Rejected]

This ensures compliance with IS 1785 Part 2 specifications for prestressing steel wire.

5Tolerances

IS 1785 Part 2 - Tolerances on Wire Diameter and Mass

1. Diameter Tolerance (Clause 5.1)

Nominal Diameter (mm)Tolerance (± mm)
3.000.02
4.000.03
5.000.03
  • Diameter measured by averaging six micrometer readings (two directions at right angles, three locations over ≥250 mm).

2. Ovality Check (Clause 5.1.2)

  • Ovality ≤ ½ total diameter tolerance → No mass check needed.
  • Ovality > ½ total diameter tolerance → Mass tolerance applies.

3. Nominal Mass and Tolerance (for wires with ovality > half tolerance)

Nominal Diameter (mm)Nominal Mass (g/m)Tolerance (± g/m)
5.001543.1
4.0098.92.0
3.0055.51.5
2.5038.51.25

Note: Values for 7.00 mm and 8.00 mm removed as per Amendment No. 2.


Measurement Method Summary:

  • Diameter = Average of 6 measurements (2 directions × 3 locations).
  • Use micrometer for precision.
  • Check ovality and mass tolerance if required.
flowchart LR
    A[Measure Diameter at 3 locations] --> B[Take 2 measurements at right angles]
    B --> C[Calculate average diameter]
    C --> D{Ovality ≤ ½ tolerance?}
    D -- Yes --> E[No mass check needed]
    D -- No --> F[Check nominal mass tolerance]

This ensures wire quality per IS 1785 Part 2 standards.

6Requirements

IS 1785 Part 2 — Key Requirements Summary

1. Tensile Strength (Clause 6.1)

Tensile strength is based on nominal wire diameter (mm) and must meet minimum values (N/mm²):

Nominal Diameter (mm)Tensile Strength, Min (N/mm²)
3.001765
4.001715
5.001570

2. Lot Conformity (Clause 8.3.1)

  • A lot is accepted if all test characteristics meet the conditions in 8.3.2 and 8.3.3.

3. Statistical Acceptance Criteria (Clause 8.3.2)

For each characteristic (chemical composition, diameter, tensile strength, proof stress):

[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ] [ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]

  • Range = Max test value - Min test value

Interpretation Diagram

flowchart LR
    A[Test Results] --> B[Calculate Mean & Range]
    B --> C{Check Conditions}
    C -->|Mean + 0.6*Range ≤ Max Limit| D[Pass Upper Limit]
    C -->|Mean - 0.6*Range ≥ Min Limit| E[Pass Lower Limit]
    D & E --> F{Lot Acceptance}
    F -->|All Pass| G[Lot Conforms]
    F -->|Any Fail| H[Lot Rejected]

This ensures consistent quality control and compliance with IS 1785 Part 2 standards.

7Tests

IS 1785 Part 2 - Key Formulas, Tables & Specifications for Tests


1. Number of Tests (Clause 8.2 & 8.2.1.1)

  • From each coil, select one test specimen per test.
  • Test specimens must comply with relevant test methods.

2. Ductility Test (Clause 8.3.3)

  • Permissible defective specimens depend on the number tested:
No. of Specimens TestedPermissible No. of Defective Specimens
(Refer IS 1785 Part 2 Table)Maximum allowed defects as per table

Note: Defective specimens are those failing to meet ductility requirements.


3. Reverse Bend Test (Clause 7.5.1 & Table 1)

  • Wire must withstand three bends without fracture.
  • Peg radius for reverse bend test depends on wire diameter:
Diameter of Wire (mm)Radius of Jaws (mm)
3.0010
4.0012.5
5.0015

4. Tensile Testing

  • Follow the method for tensile testing of steel wire as per IS 1785 Part 2 (First Revision).

flowchart LR
    A[Select 1 Specimen per Coil] --> B{Perform Tests}
    B --> C[Tensile Test]
    B --> D[Ductility Test]
    B --> E[Reverse Bend Test]
    D --> F{Check Defects}
    F -->|Within Permissible Limits| G[Pass]
    F -->|Exceeds Limits| H[Fail]
    E --> I{3 Bends Without Fracture?}
    I -->|Yes| G
    I -->|No| H

Summary:

  • One specimen per coil per test.
  • Ductility defects limited as per clause 8.3.3.
  • Reverse bend radius depends on wire diameter (3-5 mm wires).
  • Wire must pass 3 bends without fracture.

For detailed permissible defect numbers, refer to the full IS 1785 Part 2 table in

8Sampling and Criteria for Conformity

IS 1785 Part 2: Sampling and Criteria for Conformity

1. Sampling (Clause 8.1.2 & Table 2)

The number of coils to be randomly selected from a lot depends on the 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

2. Criteria for Conformity (Clause 8.3)

  • The entire lot is conforming if all characteristics satisfy:
    • Conditions in 8.3.2 (likely acceptance limits for tests)
    • Conditions in 8.3.3 (possibly related to individual test results or averages)

Summary:

  • Sampling size is based on lot size per Table 2.
  • Acceptance requires all sampled coils to meet specified test criteria.

This ensures quality control by statistically validating the lot through representative samples.

flowchart LR
    A[Lot of Coils] --> B{Lot Size}
    B -->|<=25| C[Select 3 Coils]
    B -->|26-65| D[Select 4 Coils]
    B -->|66-180| E[Select 5 Coils]
    B -->|181-300| F[Select 7 Coils]
    B -->|>300| G[Select 10 Coils]
    C & D & E & F & G --> H[Test Samples]
    H --> I{All Characteristics Meet Criteria?}
    I -->|Yes| J[Lot Accepted]
    I -->|No| K[Lot Rejected]

For detailed acceptance criteria, refer to clauses 8.3.2 and 8.3.3 in IS 1785 Part 2.

9Delivery, Inspection and Testing Facilities

IS 1785 Part 2: Delivery, Inspection and Testing Facilities

Key Specifications & References:

  • Clause 9.1:
    Delivery, inspection, and testing shall conform to IS 1387-1967 unless otherwise specified.

  • Clause 7.1.2:
    Manufacturer/supplier must provide mill records including:

    • Number of coils/bundles per cast
    • Sizes and identification marks for traceability
  • Ductility Testing (Clause 8.3.3):
    Permissible defective specimens allowed per number tested (example):

    No. of Specimens TestedPermissible Defective Specimens
    91
  • Marking & Identification (Clause 10.1.2):
    Use of Standard Mark governed by BIS Act, 1986. License conditions available from BIS.

Additional Notes:

  • Heat treatment of wire rods before cold drawing is mandatory for suitability (Clause 3.2).
  • For wires subject to further drawing (e.g., prestressed concrete pipes), tensile strength may be reduced by 10% by mutual agreement (Clause 6.1 note).

Summary Table: Inspection & Testing Reference

AspectStandard/ClauseRequirement Summary
Delivery & InspectionIS 1387-1967 (Clause 9.1)General supply, inspection & testing standards
Mill RecordsClause 7.1.2Traceability of coils/bundles & sizes
Ductility TestClause 8.3.3Max permissible defective specimens
Marking & Standard MarkClause 10.1.2BIS licensing & marking conditions

flowchart TD
    A[Manufacturer] --> B[Provide Mill Records]
    B --> C[Delivery of Wire Coils/Bundles]
    C --> D[Inspection as per IS 1387-1967]
    D --> E[Testing: Ductility, Tensile Strength]
    E --> F{Pass/Fail?}
    F -- Pass --> G[Marking & Dispatch]
    F -- Fail --> H[Reject or Reprocess]
10Identification and Marking

IS 1785 Part 2 (1983) — Identification and Marking

Clause 10.2 specifies the marking requirements for wire rods/coils:

  • Tag Information Must Include:
    • Manufacturer's identification
    • Length or mass of the coil
    • Nominal diameter of the wire
    • Batch or coil number

This ensures traceability and quality control.


Summary Table for Marking Tag Content

Tag ItemDescription
Manufacturer IDName or code of the manufacturer
Length or MassTotal length (m) or mass (kg)
Nominal DiameterWire diameter (mm)
Batch/Coil NumberUnique batch or coil identification

Additional Notes:

  • Tags must be securely attached to each bundle or coil.
  • Marking helps in quality assurance and inventory management.
  • No specific formulas apply here; this is a specification for labeling.
flowchart TD
    A[Start: Coil Production] --> B[Attach Tag]
    B --> C{Tag Content}
    C -->|Manufacturer| D[Manufacturer ID]
    C -->|Length/Mass| E[Length or Mass]
    C -->|Diameter| F[Nominal Wire Diameter]
    C -->|Batch Number| G[Batch/Coil Number]
    D & E & F & G --> H[Secure Attachment]
    H --> I[Coil Ready for Dispatch]

Popular Questions About IS 1785 Part 2

?What are the specified tensile strength requirements for different wire diameters?

According to IS 1785 Part 2, the minimum tensile strength requirements for plain hard drawn steel wire for prestressed concrete are:

Nominal Diameter (mm)Minimum Tensile Strength (N/mm²)
2.501800
3.001765
4.001715
5.001570

Additional points:

  • Proof stress must be at least 75% of the minimum tensile strength.
  • The wires are supplied as-drawn, without stress-relieving, and may require tensioning during use.
  • Tensile strength is based on nominal diameter measured per Clause 7.3.

This ensures wires have adequate strength for prestressing applications, with strength decreasing slightly as diameter increases.

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?Which steel manufacturing processes are acceptable for producing the wire?

According to IS 1785 Part 2 (1983), Clause 3.1, the acceptable steel manufacturing processes for producing wire are:

  • Open Hearth Process
  • Electric Duplex Process
  • Acid Bessemer Process
  • Basic Oxygen Process
  • Combination of the above processes

If any other steelmaking process is used, prior approval from the purchaser is mandatory.

Additional key points:

  • The wire must be cold-drawn from steel made by these processes.
  • No welds are allowed in the finished wire (Clause 3.5).
  • The wire is not stress-relieved and may not be perfectly straight as supplied (Clause 3.2).

This ensures the wire has consistent mechanical properties and quality for structural use.

?How is the wire tested for proof stress and ductility?

Testing Wire for Proof Stress and Ductility as per IS 1785 Part 2

  • Proof Stress (Clause 6.2, 7.4, 7.4.1.1):

    • Test as per IS 1521-1972.
    • Load is increased until the extensometer shows 1.0% extension of gauge length.
    • The load at this extension is noted, and the corresponding stress must be ≥ 0.75 × minimum tensile strength (proof stress).
    • Also, the stress at 0.2% extension should meet the specified 0.2% proof stress.
  • Ductility (Clause 6.3):

    • The wire must pass the reverse bend test as per Clause 7.5.
    • This involves bending the wire in one direction and then the opposite to check for cracks or breaks, ensuring flexibility.
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This ensures wire meets strength and flexibility criteria.

?What are the chemical composition limits for sulphur and phosphorus?

According to IS 1785 Part 2 (Clause 3.1.1 with Amendment No. 2):

  • Sulphur (S) content shall be not more than 0.040% (max).
  • Phosphorus (P) content shall be not more than 0.040% (max).

Additional Notes:

  • These limits ensure steel quality for wire rods.
  • Clause 8.3.2 specifies statistical acceptance criteria for chemical composition, emphasizing the control of mean and range in test results relative to specification limits.

Summary Table:

ElementMaximum % by Weight
Sulphur (S)0.040%
Phosphorus (P)0.040%

This is stricter than the original 0.050% limit, reflecting the amendment.

?How should the wire be marked and identified for traceability?

According to IS 1785 Part 2 (Clause 10), wire marking and identification for traceability must follow these guidelines:

  • Traceability: Wires, ingots, billets, or bundles must be marked to trace every finished wire back to the original cast.
  • Marking on Bundles/Coils (Clause 10.2): Each bundle or coil must have a securely attached tag with:
    • Manufacturer's identification
    • Length or mass of the coil
    • Nominal diameter of the wire
    • Batch or coil number
  • Standard Mark (Clause 10.1.1): Bundles/coils may also bear the Standard Mark, and the test certificate must reflect this mark.
  • Access to Records: The manufacturer must provide facilities to the purchaser or authorized representative to trace wires to their cast origin.

This ensures full traceability and quality assurance from raw material to finished product.

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