IS 432 Part 1 (1982) specifies the requirements for mild steel and medium tensile steel bars used as reinforcement in concrete construction. It covers definitions, chemical composition, mechanical properties, manufacturing processes, sizes, marking, and identification to ensure quality and traceability. This standard is essential for engineers, manufacturers, and quality controllers involved in producing or using steel reinforcement bars in structural concrete applications across India.
Overview
IS 432 Part 1 (1982) specifies the requirements for mild steel and medium tensile steel bars used as reinforcement in concrete construction. It covers definitions, chemical composition, mechanical properties, manufacturing processes, sizes, marking, and identification to ensure quality and traceability. This standard is essential for engineers, manufacturers, and quality controllers involved in producing or using steel reinforcement bars in structural concrete applications across India.
Audience
Contents
Structure
IS 432 Part 1: Scope & Key Specifications
| Type & Size | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%)* |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | 410 | 250 | 23 |
| Over 20 mm to 50 mm | 410 | 240 | 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | 370 | 225 | 23 |
| Over 20 mm to 50 mm | 370 | 215 | 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | 540 | 350 | 20 |
| Over 16 mm to 32 mm | 540 | 340 | 20 |
| Over 32 mm to 50 mm | 510 | 330 | 20 |
*Elongation measured on gauge length 5.65√S₀, where S₀ = cross-sectional area.
flowchart TD
A[Steel Bars] --> B{Type}
B --> C[Mild Steel Grade I]
B --> D[Mild Steel Grade II]
B --> E[Medium Tensile Steel]
C --> F[Size ≤ 20mm]
C --> G[20mm < Size ≤ 50mm]
D --> H[Size ≤ 20mm]
D --> I[20mm < Size ≤ 50mm]
E --> J[Size ≤ 16mm]
E --> K[16mm < Size ≤ 32mm]
E --> L[32mm <
IS 432 Part 1 – Definitions & Key Mechanical Properties
| Type & Size of Bar | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | 410 | 250 | 23 |
| 20 mm to 50 mm | 410 | 240 | 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | 370 | 225 | 23 |
| 20 mm to 50 mm | 370 | 215 | 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | 540 | 350 | 20 |
| 16 mm to 32 mm | 540 | 340 | 20 |
| 32 mm to 50 mm | 510 | 330 | 20 |
Elongation is measured over a gauge length of 5.65√So, where So = cross-sectional area.
flowchart LR
A[Steel Bar] --> B{Type}
B --> C[Mild Steel Grade I]
B --> D[Mild Steel Grade II]
B --> E[Medium Tensile Steel]
C --> F[Size ≤ 20 mm]
C --> G[20 mm < Size ≤ 50 mm]
D --> H[Size ≤ 20 mm]
D --> I[20 mm < Size ≤ 50 mm]
E --> J[Size ≤ 16 mm]
E --> K[16 mm < Size ≤
IS 432 Part 1: Types and Grades of Steel Bars
| Type & Size | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | ≥ 410 | ≥ 250 | ≥ 23 |
| 20 to 50 mm | ≥ 410 | ≥ 240 | ≥ 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | ≥ 370 | ≥ 225 | ≥ 23 |
| 20 to 50 mm | ≥ 370 | ≥ 215 | ≥ 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | ≥ 540 | ≥ 350 | ≥ 20 |
| 16 to 32 mm | ≥ 540 | ≥ 340 | ≥ 20 |
| 32 to 50 mm | ≥ 510 | ≥ 330 | ≥ 20 |
*Elongation measured on gauge length = 5.65√So (So = cross-sectional area).
graph TD
A[Steel Bars as per IS 432 Part 1] --> B[Mild Steel Bars]
A --> C[Medium Tensile Steel Bars]
B --> B1[Grade I]
B --> B2[Grade II]
Use this table and definitions for selecting steel bars per IS 432 Part 1.
IS 432 Part 1: Manufacture and Chemical Composition of Steel Bars
| Bar Type & Size | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | 410 | 250 | 23 |
| 20 mm to 50 mm | 410 | 240 | 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | 370 | 225 | 23 |
| 20 mm to 50 mm | 370 | 215 | 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | 540 | 350 | 20 |
| 16 mm to 32 mm | 540 | 340 | 20 |
| 32 mm to 50 mm | 510 | 330 | 20 |
Elongation is measured on a gauge length of 5.65√So, where So is the cross-sectional area.
This ensures compliance with mechanical and chemical quality for reinforcement bars used in construction.
IS 432 Part 1: Mechanical Properties of Steel Bars
| Type & Size of Bar | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | Min 410 | Min 250 | Min 23 |
| Over 20 mm to 50 mm | Min 410 | Min 240 | Min 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | Min 370 | Min 225 | Min 23 |
| Over 20 mm to 50 mm | Min 370 | Min 215 | Min 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | Min 540 | Min 350 | Min 20 |
| Over 16 mm to 32 mm | Min 540 | Min 340 | Min 20 |
| Over 32 mm to 50 mm | Min 510 | Min 330 | Min 20 |
flowchart TD
A[Steel Bar] --> B[Tensile Test (IS 1608)]
B --> C{Measure}
C -->|Ultimate Tensile Stress| D[Min values per Table 1]
C -->|Yield Stress| E[Min values per Table 1]
C -->|Elongation| F[Min % per Table 1]
This ensures steel bars meet minimum mechanical requirements for structural safety and ductility.
IS 432 Part 1: Sizes of Mild and Medium Tensile Steel Bars
Nominal Sizes (Diameter for round bars / Side for square bars):
Nominal Size Definition (Clause 2.5):
| Diameter (mm) | Mass (kg/m) |
|---|---|
| 5 | 0.154 |
| 6 | 0.222 |
| 8 | 0.395 |
| 10 | 0.617 |
| 12 | 0.888 |
| 16 | 1.580 |
| 20 | 2.470 |
| 25 | 3.850 |
| 32 | 6.310 |
| 40 | 9.860 |
| 50 | 15.40 |
Mass calculated as:
[ \text{Mass (kg/m)} = \frac{\pi}{4} \times d^2 \times \rho ]
where ( d ) = diameter in meters, ( \rho = 7850 , kg/m^3 ).
flowchart LR
A[Nominal Size] --> B[Round Bars: Diameter]
A --> C[Square Bars: Side Length]
B & C --> D[Dimensions per IS 432 Part 1]
D --> E[Quality Checks: No defects]
D --> F[Mass per meter calculated]
This summary covers the essential sizes and quality requirements for steel bars per IS 432 Part 1.
IS 432 Part 1: Testing Methods for Mild and Medium Tensile Steel Bars
| Test Type | IS Standard | ISO Standard |
|---|---|---|
| Tensile Testing | IS 1608 | ISO 6892 |
| Bend Test | IS 1599 | ISO 10065 |
| Steel Type & Size | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|
| Mild Steel Grade I | |||
| Up to 20 mm | 410 | 250 | 23 |
| 20-50 mm | 410 | 240 | 23 |
| Mild Steel Grade II | |||
| Up to 20 mm | 370 | 225 | 23 |
| 20-50 mm | 370 | 215 | 23 |
| Medium Tensile Steel | |||
| Up to 16 mm | 540 | 350 | 20 |
| 16-32 mm | 540 | 340 | 20 |
| 32-50 mm | 510 | 330 | 20 |
flowchart LR
A[Steel Bar Sample] --> B{Testing Method}
B -->|Tensile Test| C[IS 1608 / ISO 6892]
B -->|Bend Test| D[IS 1599 / ISO 10065]
C --> E{Evaluate Mechanical Properties}
E --> F[Ultimate Tensile Stress
IS 432 Part 1: Marking and Identification Key Points
| Item | Requirement |
|---|---|
| Mark on bundles/coils | BIS Standard Mark (optional) |
| Test certificate | Must bear Standard Mark if marked |
| Medium tensile bars | Distinctive marking |
| Mild steel bars (Grade I & II) | Identification tags |
| Manufacturer's certificate | Process, test results, chemical composition |
flowchart TD
A[Steel Bars] --> B{Type of Steel}
B -->|Medium Tensile| C[Distinctive Marking]
B -->|Mild Steel (Grade I & II)| D[Identification Tags]
A --> E[Bundled/Coiled Bars]
E --> F{Marking with BIS Standard Mark?}
F -->|Yes| G[Test Certificate with Standard Mark]
F -->|No| H[No Marking Required]
A --> I[Manufacturer's Certificate]
I --> J[Manufacturing Process + Test Results + Chemical Composition]
For mechanical and bend testing methods, IS 1608 and IS 1599 correspond to ISO 6892 and ISO 10065 respectively, ensuring international equivalence in testing.
IS 432 Part 1: Sampling and Test Pieces Summary
| Steel Grade | Bar Size (mm) | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|---|
| Mild Steel Grade I | ≤ 20 | 410 | 250 | 23 |
| 20 < size ≤ 50 | 410 | 240 | 23 | |
| Mild Steel Grade II | ≤ 20 | 370 | 225 | 23 |
| 20 < size ≤ 50 | 370 | 215 | 23 | |
| Medium Tensile Steel | ≤ 16 | 540 | 350 | 20 |
| 16 < size ≤ 32 | 540 | 340 | 20 | |
| 32 < size ≤ 50 | 510 | 330 | 20 |
flowchart LR
A[Bar/Coil] --> B[Cut to Specified Length]
B --> C[Select Test Piece]
C --> D[Measure Max Thickness if Non-uniform]
D --> E[Perform Tensile & Bend Tests per IS 226]
E --> F[Check Mechanical Properties vs Table]
This ensures representative sampling and reliable mechanical property verification per IS 432 Part 1.
IS 432 Part 1: Inspection and Quality Control - Key Points
| Test Type | IS No. | ISO No. |
|---|---|---|
| Tensile Testing | 1608 | 6892 |
| Bend Test | 1599 | 10065 |
flowchart TD
A[Material Manufacture] --> B[Sampling per IS 226]
B --> C[Tensile & Bend Tests (IS 1608 & IS 1599)]
C --> D[Inspection per IS 1387]
D --> E{Pass Tests?}
E -- Yes --> F[Certification & ISI Mark]
E -- No --> G[Reject / Reprocess]
F --> H[Dispatch to Purchaser]
Key Takeaways:
This ensures steel bars meet mechanical and quality standards before delivery.
Clause References:
Clause 9.5 (Sampling):
Sampling for tensile and bend tests must follow IS 226:1975 (Method for tensile testing of steel products).
Clause 2.6 (Parcel Definition):
A parcel is any quantity of bars (coils or bundles) presented for examination and testing at one time.
Clause 7.1 (Tolerances):
Rolling and cutting tolerances must comply with IS 1852:1973.
Clause 10.2 (Delivery):
No material should be dispatched before certification by the purchaser or authorized representative unless marked with the ISI Certification Mark.
| Aspect | Specification/Standard | Notes |
|---|---|---|
| Sampling | IS 226:1975 | For tensile & bend testing |
| Parcel Definition | IS 432 Part 1, Clause 2.6 | Quantity of bars in coil/bundle |
| Tolerances | IS 1852:1973 | Rolling & cutting tolerances |
| Dispatch Certification | IS 432 Part 1, Clause 10.2 | Certification or ISI mark mandatory before delivery |
flowchart LR
A[Manufacture Bars] --> B[Sampling as per IS 226]
B --> C{Tests Passed?}
C -- Yes --> D[Certification by Purchaser or ISI Mark]
D --> E[Dispatch Material]
C -- No --> F[Reject or Re-test]
This ensures quality compliance and traceability during packaging and delivery.
Clause 11.3: Identification and Marking
Clause 10.4: Manufacturer's Certificate
| Test Type | IS No. | ISO No. |
|---|---|---|
| Tensile Testing | 1608 | 6892 |
| Bend Test | 1599 | 10065 |
flowchart TD
A[Manufacture of Bars] --> B{Inspection at Manufacturer's Works?}
B -->|Yes| C[Certification by Purchaser's Representative]
B -->|No| D[Manufacturer's Certificate with Test Results]
C --> E[Mark Bundle/Coil with Standard Mark]
D --> E
E --> F[Dispatch Material with Test Certificate & Standard Mark]
Contact BIS for Licensing & Details:
Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002
Phone: 3310131 (Common to all offices)
This ensures traceability and quality assurance as per IS 432 Part 1.
Frequently Asked
IS 432 Part 1 - Specified Grades of Mild Steel and Medium Tensile Steel Bars
Mild Steel Bars are supplied in two grades as per Clause 3.1.1:
Grade II mild steel bars conform chemically to Fe 410-0 as per IS 1977-1957 (Specification for Structural Steel - Standard Quality).
Medium Tensile Steel Bars are distinct from mild steel bars and must be marked distinctly (Clause 11.2).
| Steel Type | Grade | Chemical Standard | Identification |
|---|---|---|---|
| Mild Steel Bars | Grade I | As per IS 432 Part 1 | Identification tags |
| Mild Steel Bars | Grade II | Fe 410-0 (IS 1977-1957) | Identification tags |
| Medium Tensile Steel | - | Marked distinctly | Distinct markings |
This ensures clear differentiation for structural use and quality control.
Chemical Composition Limits for Steel Bars as per IS 432 (Part 1):
Grade I Mild Steel Bars:
Must conform to Fe 410-S of IS: 226-1975 (Structural Steel - Standard Quality).
Typical limits (approximate from IS:226):
Grade II Mild Steel Bars:
Must conform to Fe 410-0 of IS: 1977-1975 (Structural Steel - Ordinary Quality).
Chemical limits are similar but may allow slightly higher impurities.
Medium Tensile Steel Bars:
Must conform to Fe 540 W-HT of IS: 961-1975 (High Tensile Steel).
Typically:
Summary Table:
| Grade | IS Reference | C (%) | Mn (%) | P (%) | S (%) |
|---|---|---|---|---|---|
| Mild Steel I | Fe 410-S (IS:226) | ≤0.25 | 0.40-1 | ≤0.05 | ≤0.05 |
| Mild Steel II | Fe 410-0 (IS:1977) | Similar limits, slightly relaxed | |||
| Medium Tensile | Fe 540 W-HT (IS:961) | ~0.20-0.25 | 0.60-1 | Controlled | Controlled |
Ensure to refer to the exact IS standards for precise limits and testing methods.
Definition and Testing of Mechanical Properties (IS 432 Part 1):
Yield Stress (Clause 2.8):
Stress at which permanent elongation starts during tensile test.
Tensile Test (Clause 9.2):
Conducted per IS 1608-1972 and IS 226-1975.
Mechanical Properties Table (Clause 8.1):
| Steel Grade | Bar Size (mm) | Ultimate Tensile Stress (MPa) | Yield Stress (MPa) | Elongation (%) |
|---|---|---|---|---|
| Mild Steel Grade I | ≤ 20 | 410 | 250 | 23 |
| 20 < size ≤ 50 | 410 | 240 | 23 | |
| Mild Steel Grade II | ≤ 20 | 370 | 225 | 23 |
| 20 < size ≤ 50 | 370 | 215 | 23 | |
| Medium Tensile Steel | ≤ 16 | 540 | 350 | 20 |
| 16 < size ≤ 32 | 540 | 340 | 20 | |
| 32 < size ≤ 50 | 510 | 330 | 20 |
This ensures steel bars meet required strength and ductility for structural use.
Traceability of Steel Bars as per IS 432 Part 1:
Summary Table:
| Item | Marking Requirement |
|---|---|
| Ingots/Billets/Bars | Marked for cast traceability |
| Manufacturer's Cert. | Includes cast ID, mechanical & chemical test results |
| Medium Tensile Bars | Distinctive marks from mild steel |
| Mild Steel Bars | Identification tags for Grade I & II |
| Bundles/Coils | BIS Standard Mark (optional) with test certificate |
This ensures full traceability from cast to final product and compliance with BIS quality standards.
According to IS 432 Part 1, Clause 6.1, the nominal sizes of mild steel and medium tensile steel bars covered are:
These sizes apply to plain bars used as reinforcement in concrete (Clause 1.1), covering both mild steel and medium tensile steel bars (Clause 3.1).
| Bar Type | Nominal Sizes (mm) |
|---|---|
| Mild & Medium Tensile | 5, 6, 8, 10, 12, 16, 20, 22, 25, 28, 32, 36, 40, 45, 50 |
These sizes ensure compatibility with typical concrete reinforcement requirements.
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