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.
Overview
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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Contents
Structure
IS 1785 Part 2 - Scope & Key Specifications
| Nominal Diameter (mm) | Tolerance (± mm) |
|---|---|
| 3.00 | 0.02 |
| 4.00 | 0.03 |
| 5.00 | 0.03 |
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} ]
This ensures wire quality and dimensional accuracy for reinforcement use.
IS 1785 Part 2: Key Definitions, Specifications & Tables
| Nominal Diameter (mm) | Tensile Strength, Min (N/mm²) |
|---|---|
| 2.50 | 1800 |
| 7.50 | 1800 |
| Nominal Diameter (mm) | Tolerance (± mm) |
|---|---|
| 3.00 | 0.02 |
| 4.00 | 0.03 |
| 5.00 | 0.03 |
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} ]
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.
IS 1785 Part 2 – Manufacture: Key Specifications & Formulas
[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ] [ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]
| Parameter | Condition |
|---|---|
| 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.
IS 1785 Part 2: Key Formulas, Tables & Specifications for Materials
[ \text{Mean} + 0.6 \times \text{Range} \leq \text{Max Spec Limit} ]
[ \text{Mean} - 0.6 \times \text{Range} \geq \text{Min Spec Limit} ]
| Nominal Diameter (mm) | Min Tensile Strength (N/mm²) |
|---|---|
| 2.50 | 1800 |
| 3.00 | 1765 |
| 4.00 | 1715 |
| 5.00 | 1570 |
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.
IS 1785 Part 2 - Tolerances on Wire Diameter and Mass
| Nominal Diameter (mm) | Tolerance (± mm) |
|---|---|
| 3.00 | 0.02 |
| 4.00 | 0.03 |
| 5.00 | 0.03 |
| Nominal Diameter (mm) | Nominal Mass (g/m) | Tolerance (± g/m) |
|---|---|---|
| 5.00 | 154 | 3.1 |
| 4.00 | 98.9 | 2.0 |
| 3.00 | 55.5 | 1.5 |
| 2.50 | 38.5 | 1.25 |
Note: Values for 7.00 mm and 8.00 mm removed as per Amendment No. 2.
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.
IS 1785 Part 2 — Key Requirements Summary
Tensile strength is based on nominal wire diameter (mm) and must meet minimum values (N/mm²):
| Nominal Diameter (mm) | Tensile Strength, Min (N/mm²) |
|---|---|
| 3.00 | 1765 |
| 4.00 | 1715 |
| 5.00 | 1570 |
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} ]
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.
IS 1785 Part 2 - Key Formulas, Tables & Specifications for Tests
| No. of Specimens Tested | Permissible 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.
| Diameter of Wire (mm) | Radius of Jaws (mm) |
|---|---|
| 3.00 | 10 |
| 4.00 | 12.5 |
| 5.00 | 15 |
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:
For detailed permissible defect numbers, refer to the full IS 1785 Part 2 table in
IS 1785 Part 2: Sampling and Criteria for Conformity
The number of coils to be randomly selected from a lot depends on the lot size:
| No. of Coils in Lot | No. of Coils to be Selected |
|---|---|
| Up to 25 | 3 |
| 26 to 65 | 4 |
| 66 to 180 | 5 |
| 181 to 300 | 7 |
| 301 and above | 10 |
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.
IS 1785 Part 2: Delivery, Inspection and Testing Facilities
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:
Ductility Testing (Clause 8.3.3):
Permissible defective specimens allowed per number tested (example):
| No. of Specimens Tested | Permissible Defective Specimens |
|---|---|
| 9 | 1 |
Marking & Identification (Clause 10.1.2):
Use of Standard Mark governed by BIS Act, 1986. License conditions available from BIS.
| Aspect | Standard/Clause | Requirement Summary |
|---|---|---|
| Delivery & Inspection | IS 1387-1967 (Clause 9.1) | General supply, inspection & testing standards |
| Mill Records | Clause 7.1.2 | Traceability of coils/bundles & sizes |
| Ductility Test | Clause 8.3.3 | Max permissible defective specimens |
| Marking & Standard Mark | Clause 10.1.2 | BIS 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]
IS 1785 Part 2 (1983) — Identification and Marking
Clause 10.2 specifies the marking requirements for wire rods/coils:
This ensures traceability and quality control.
| Tag Item | Description |
|---|---|
| Manufacturer ID | Name or code of the manufacturer |
| Length or Mass | Total length (m) or mass (kg) |
| Nominal Diameter | Wire diameter (mm) |
| Batch/Coil Number | Unique batch or coil identification |
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]
Frequently Asked
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) |
|---|---|
| 2.50 | 1800 |
| 3.00 | 1765 |
| 4.00 | 1715 |
| 5.00 | 1570 |
This ensures wires have adequate strength for prestressing applications, with strength decreasing slightly as diameter increases.
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According to IS 1785 Part 2 (1983), Clause 3.1, the acceptable steel manufacturing processes for producing wire are:
If any other steelmaking process is used, prior approval from the purchaser is mandatory.
Additional key points:
This ensures the wire has consistent mechanical properties and quality for structural use.
Testing Wire for Proof Stress and Ductility as per IS 1785 Part 2
Proof Stress (Clause 6.2, 7.4, 7.4.1.1):
Ductility (Clause 6.3):
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This ensures wire meets strength and flexibility criteria.
According to IS 1785 Part 2 (Clause 3.1.1 with Amendment No. 2):
| Element | Maximum % by Weight |
|---|---|
| Sulphur (S) | 0.040% |
| Phosphorus (P) | 0.040% |
This is stricter than the original 0.050% limit, reflecting the amendment.
According to IS 1785 Part 2 (Clause 10), wire marking and identification for traceability must follow these guidelines:
This ensures full traceability and quality assurance from raw material to finished product.
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