IS 432 Part 11982AI Search Enabled✦ AI Generated

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement, Part 2: Hard-Drawn Steel Wire

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.

12Sections
137Clauses Indexed
AI Search Ready
1982Edition
Concrete Reinforcement SteelCategory
Alternative search terms: IS 432 Part 1 PDF, IS 432 Part 1 pdf free download, IS 432 Part 1 free download pdf, IS432Part1 PDF, IS-432-Part-1 PDF, IS 432 Part 1 1982 PDF, IS 432 Part 1:1982 PDF, IS 432 Part 1-1982 PDF, IS 432 Part 1 (1982) PDF, IS 432 Part 1 1982 edition PDF, IS 432 Part 1 edition 1982 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Structural Engineers
  • Civil Engineers
  • Quality Control Inspectors
  • Steel Manufacturers
  • Construction Project Managers
  • Material Testing Laboratories
  • Procurement Specialists in Construction

Key Topics Covered

Definitions and terminology related to steel reinforcement bars
Grades and types of mild steel and medium tensile steel bars
Chemical composition requirements
Mechanical properties including tensile strength and yield stress
Manufacturing processes and quality control
Nominal sizes and dimensional tolerances
Marking and identification of bars and coils
Testing methods including tensile and bend tests
Traceability of steel bars to their cast
Standard marking and certification
Packaging and bundling requirements
Compliance with related Indian and international standards

Table of Contents

1Scope

IS 432 Part 1: Scope & Key Specifications

  • Scope: Covers mild steel and medium tensile steel bars for general engineering and structural use.
  • Rounding Off: Final test or analysis values must be rounded per IS 2-1960, maintaining significant figures equal to specified values.

Mechanical Properties of Bars (Clause 8.1, Table 1)

Type & SizeUltimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)*
Mild Steel Grade I
Up to 20 mm41025023
Over 20 mm to 50 mm41024023
Mild Steel Grade II
Up to 20 mm37022523
Over 20 mm to 50 mm37021523
Medium Tensile Steel
Up to 16 mm54035020
Over 16 mm to 32 mm54034020
Over 32 mm to 50 mm51033020

*Elongation measured on gauge length 5.65√S₀, where S₀ = cross-sectional area.


Notes:

  • Bars can be tested after cutting to specified lengths.
  • Standard aligns with international practices for steel bars.
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 <
2Definitions

IS 432 Part 1 – Definitions & Key Mechanical Properties

Definitions (Clause 2.0)

  • The standard defines terms related to steel bars used in concrete reinforcement.
  • SI units are adopted throughout.
  • References updated Indian Standards for materials and testing.

Mechanical Properties of Steel Bars (Clause 8.1, Table 1)

Type & Size of BarUltimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I
Up to 20 mm41025023
20 mm to 50 mm41024023
Mild Steel Grade II
Up to 20 mm37022523
20 mm to 50 mm37021523
Medium Tensile Steel
Up to 16 mm54035020
16 mm to 32 mm54034020
32 mm to 50 mm51033020

Elongation is measured over a gauge length of 5.65√So, where So = cross-sectional area.


Notes:

  • Yield stress is the minimum stress at which steel begins to deform plastically.
  • Ultimate tensile stress is the maximum stress before failure.
  • Elongation indicates ductility, important for seismic and structural performance.

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 ≤
3Types and Grades

IS 432 Part 1: Types and Grades of Steel Bars

1. Types of Steel Bars (Clause 3.1)

  • Mild Steel Bars
    • Grade I
    • Grade II
  • Medium Tensile Steel Bars

2. Mechanical Properties (Clause 8.1, Table 1)

Type & SizeUltimate 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).

3. Yield Stress Definition (Clause 2.8)

  • Stress at which elongation begins without load increase.
  • For steels without a clear yield point, yield stress corresponds to 0.5% permanent strain (increase in gauge length = 1/200 of gauge length).

Summary Diagram: Classification of Steel Bars

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.

4Manufacture and Chemical Composition

IS 432 Part 1: Manufacture and Chemical Composition of Steel Bars

1. Grades of Mild Steel Bars (Clause 3.1.1)

  • Grade I and Grade II mild steel bars are specified.
  • Medium tensile steel bars conform to IS 961-1975 (Fe 540 W-HT).

2. Mechanical Properties (Clause 8.1, Table 1)

Bar Type & SizeUltimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I
Up to 20 mm41025023
20 mm to 50 mm41024023
Mild Steel Grade II
Up to 20 mm37022523
20 mm to 50 mm37021523
Medium Tensile Steel
Up to 16 mm54035020
16 mm to 32 mm54034020
32 mm to 50 mm51033020

Elongation is measured on a gauge length of 5.65√So, where So is the cross-sectional area.

3. Chemical Composition (Clause 4.3)

  • Medium tensile steel bars must comply with IS 961-1975 for Fe 540 W-HT grade.
  • Mild steel chemical composition varies by grade but generally includes low carbon content for weldability and ductility.

4. Manufacturer's Certification (Clause 10.4)

  • Must provide a certificate stating:
    • Manufacturing process.
    • Mechanical test results.
    • Chemical composition (if required).
  • Test sheets must identify the batch/cast number matching the material.

This ensures compliance with mechanical and chemical quality for reinforcement bars used in construction.

5Mechanical Properties

IS 432 Part 1: Mechanical Properties of Steel Bars

Key Mechanical Properties (Clause 8.1, Table 1)

Type & Size of BarUltimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I
Up to 20 mmMin 410Min 250Min 23
Over 20 mm to 50 mmMin 410Min 240Min 23
Mild Steel Grade II
Up to 20 mmMin 370Min 225Min 23
Over 20 mm to 50 mmMin 370Min 215Min 23
Medium Tensile Steel
Up to 16 mmMin 540Min 350Min 20
Over 16 mm to 32 mmMin 540Min 340Min 20
Over 32 mm to 50 mmMin 510Min 330Min 20

Notes:

  • Elongation measured on gauge length of 5.65√So, where So = cross-sectional area.
  • Testing follows IS 1608 (equivalent to ISO 6892).

Summary of Testing Standards:

  • Tensile Testing: IS 1608 / ISO 6892
  • Bend Test: IS 1599 / ISO 10065

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.

6Sizes

IS 432 Part 1: Sizes of Mild and Medium Tensile Steel Bars

Key Specifications (Clause 6.1 & 2.5)

  • Nominal Sizes (Diameter for round bars / Side for square bars):

    • 5, 6, 8, 10, 12, 16, 20, 22, 25, 28, 32, 36, 40, 45, 50 mm
  • Nominal Size Definition (Clause 2.5):

    • Dimension corresponds to diameter (round bars) or side length (square bars).

Quality Requirements (Clause 5.1)

  • Bars must be cleanly rolled to specified dimensions and weights.
  • Free from cracks, surface flaws, laminations, and rough edges.

Typical Mass per Meter (approximate)

Diameter (mm)Mass (kg/m)
50.154
60.222
80.395
100.617
120.888
161.580
202.470
253.850
326.310
409.860
5015.40

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.

7Testing Methods

IS 432 Part 1: Testing Methods for Mild and Medium Tensile Steel Bars

Equivalent Test Standards

Test TypeIS StandardISO Standard
Tensile TestingIS 1608ISO 6892
Bend TestIS 1599ISO 10065

Mechanical Properties (Clause 8.1, Table 1)

Steel Type & SizeUltimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I
Up to 20 mm41025023
20-50 mm41024023
Mild Steel Grade II
Up to 20 mm37022523
20-50 mm37021523
Medium Tensile Steel
Up to 16 mm54035020
16-32 mm54034020
32-50 mm51033020
  • Elongation measured on gauge length = 5.65√(So), where So = cross-sectional area of test piece.
  • Test samples can be taken from any part of the bar or coil after cutting to specified length.

Summary

  • Use IS 1608 for tensile tests and IS 1599 for bend tests.
  • Mechanical properties vary by grade and bar diameter.
  • Elongation is a key ductility parameter.
  • ISO test methods are allowed for conformity assessment.
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
8Marking and Identification

IS 432 Part 1: Marking and Identification Key Points

Marking Requirements (Clause 11.3)

  • Each bundle/coil of bars may be marked with the BIS Standard Mark.
  • The test certificate must bear the Standard Mark if marking is used.
  • The Standard Mark ensures compliance with the Indian Standard under BIS inspection and quality control.
  • Use of the Standard Mark is regulated by the Bureau of Indian Standards Act, 1986.

Identification (Clause 11.2)

  • Medium tensile steel bars must be distinctly marked to differentiate from mild steel bars.
  • Mild steel bars (Grades I & II) have distinctive identification tags.

Manufacturer's Certificate (Clause 10.4)

  • For bars not inspected at the manufacturer's works, a certificate with manufacturing process, mechanical test results, and chemical composition (if required) must be supplied.
  • Test sheets must show the identification number corresponding to the cast.

Summary Table: Identification & Marking

ItemRequirement
Mark on bundles/coilsBIS Standard Mark (optional)
Test certificateMust bear Standard Mark if marked
Medium tensile barsDistinctive marking
Mild steel bars (Grade I & II)Identification tags
Manufacturer's certificateProcess, test results, chemical composition

Additional Notes:

  • The Standard Mark is a guarantee of product quality and conformity.
  • For detailed licensing conditions, contact BIS offices (addresses provided in the code).

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.

9Sampling and Test Pieces

IS 432 Part 1: Sampling and Test Pieces Summary

Sampling and Test Piece Preparation

  • Sampling for tensile and bend tests must follow IS 226:1975 (Clause 9.5, 9.1).
  • For bars with non-uniform size, use the maximum thickness of the test piece for limits (Clause 9.2.1).
  • Test pieces can be taken from any part of the bar or coil after cutting to specified length.

Mechanical Properties of Bars (Clause 8.1, Table)

Steel GradeBar Size (mm)Ultimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I≤ 2041025023
20 < size ≤ 5041024023
Mild Steel Grade II≤ 2037022523
20 < size ≤ 5037021523
Medium Tensile Steel≤ 1654035020
16 < size ≤ 3254034020
32 < size ≤ 5051033020

Notes:

  • Elongation is measured on a gauge length of 5.65√So, where So = cross-sectional area of the test piece.
  • Sampling and preparation should strictly follow IS 226:1975 for consistency.

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.

10Inspection and Quality Control

IS 432 Part 1: Inspection and Quality Control - Key Points

Sampling for Tests (Clause 9.5)

  • Sampling for tensile and bend tests must follow IS 226:1975.
  • Ensures representative testing of mild and medium tensile steel bars.

Delivery, Inspection, and Testing Facilities (Clause 10)

  • General inspection and testing requirements conform to IS 1387:1967.
  • No material dispatch without purchaser’s certification or ISI Certification Mark on bundles/coils.

Equivalent Test Standards

Test TypeIS No.ISO No.
Tensile Testing16086892
Bend Test159910065

Summary of Quality Control Process

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:

  • Follow IS 226 for sampling.
  • Use IS 1608 & IS 1599 for tensile and bend testing.
  • Inspection per IS 1387 ensures material quality.
  • Certification or ISI mark mandatory before dispatch.

This ensures steel bars meet mechanical and quality standards before delivery.

11Packaging and Delivery

Packaging and Delivery - IS 432 Part 1 Key Points

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.


Summary Table: Packaging & Delivery Requirements

AspectSpecification/StandardNotes
SamplingIS 226:1975For tensile & bend testing
Parcel DefinitionIS 432 Part 1, Clause 2.6Quantity of bars in coil/bundle
TolerancesIS 1852:1973Rolling & cutting tolerances
Dispatch CertificationIS 432 Part 1, Clause 10.2Certification or ISI mark mandatory before delivery

Important Notes

  • Certification mark (ISI) on bundles/coils allows dispatch without prior purchaser approval.
  • Testing must be conducted per referenced IS codes for quality assurance.
  • Packaging should ensure bars are bundled/coiled as per standard parcel definitions for easy inspection.
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.

12Standard Mark and Certification

IS 432 Part 1: Standard Mark and Certification Key Points

Clause 11.3: Identification and Marking

  • Each bundle/coil of bars may be marked with the BIS Standard Mark (ISI Mark).
  • The test certificate must also bear the Standard Mark if the bars are marked.
  • The Standard Mark assures compliance with IS standards under BIS supervision.
  • Continuous BIS surveillance ensures ongoing conformity.
  • Licence conditions for use of the Standard Mark are governed by BIS rules.

Clause 10.4: Manufacturer's Certificate

  • For bars not inspected at the manufacturer's works, a Manufacturer's Certificate must be supplied.
  • Certificate must include:
    • Manufacturing process details.
    • Mechanical test results (tensile, bend, etc.).
    • Chemical composition if required.
    • Identification number matching the material.

Relevant Testing Standards (Equivalent ISO)

Test TypeIS No.ISO No.
Tensile Testing16086892
Bend Test159910065

Summary Diagram: Certification Flow

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.

Popular Questions About IS 432 Part 1

?What are the specified grades of mild steel and medium tensile steel bars under IS 432 Part 1?

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 I
    • Grade II
  • 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).

Summary Table:

Steel TypeGradeChemical StandardIdentification
Mild Steel BarsGrade IAs per IS 432 Part 1Identification tags
Mild Steel BarsGrade IIFe 410-0 (IS 1977-1957)Identification tags
Medium Tensile Steel-Marked distinctlyDistinct markings

This ensures clear differentiation for structural use and quality control.

?What chemical composition limits are required for these steel bars?

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):

    • Carbon (C): ≤ 0.25%
    • Manganese (Mn): 0.40 - 1.00%
    • Phosphorus (P): ≤ 0.05%
    • Sulfur (S): ≤ 0.05%
  • 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:

    • Carbon (C): ~0.20 - 0.25%
    • Manganese (Mn): 0.60 - 1.00%
    • Other elements controlled for toughness and weldability.

Summary Table:

GradeIS ReferenceC (%)Mn (%)P (%)S (%)
Mild Steel IFe 410-S (IS:226)≤0.250.40-1≤0.05≤0.05
Mild Steel IIFe 410-0 (IS:1977)Similar limits, slightly relaxed
Medium TensileFe 540 W-HT (IS:961)~0.20-0.250.60-1ControlledControlled

Ensure to refer to the exact IS standards for precise limits and testing methods.

?How are the mechanical properties like yield stress and tensile strength defined and tested?

Definition and Testing of Mechanical Properties (IS 432 Part 1):

  • Yield Stress (Clause 2.8):
    Stress at which permanent elongation starts during tensile test.

    • For steels with no clear yield point, yield stress = stress causing elongation of 1/200 (0.5%) of gauge length.
    • Load application rate ≤ 5 N/mm²/s near yield point.
  • Tensile Test (Clause 9.2):
    Conducted per IS 1608-1972 and IS 226-1975.

    • Test pieces cut from finished bars, straightened cold if needed, no heat treatment.
    • Measures ultimate tensile stress, yield stress, and elongation.
  • Mechanical Properties Table (Clause 8.1):

Steel GradeBar Size (mm)Ultimate Tensile Stress (MPa)Yield Stress (MPa)Elongation (%)
Mild Steel Grade I≤ 2041025023
20 < size ≤ 5041024023
Mild Steel Grade II≤ 2037022523
20 < size ≤ 5037021523
Medium Tensile Steel≤ 1654035020
16 < size ≤ 3254034020
32 < size ≤ 5051033020
  • Elongation measured on gauge length = 5.65√(So), where So = cross-sectional area of test piece.

This ensures steel bars meet required strength and ductility for structural use.

?What marking and identification practices ensure traceability of steel bars?

Traceability of Steel Bars as per IS 432 Part 1:

  • Marking on ingots, billets, bars/bundles: Each must be marked to trace all finished bars back to their original cast (Clause 11.1).
  • Manufacturer's Certificate: Must include cast identification number matching the marks on the bars, chemical composition, and mechanical test results (Clause 10.4).
  • Distinctive marking: Medium tensile bars must be clearly marked to differentiate from mild steel bars; mild steel Grade I & II require identification tags (Clause 11.2).
  • Bundles/coils: May carry the BIS Standard Mark linked to a test certificate ensuring compliance and quality control (Clause 11.3).

Summary Table:

ItemMarking Requirement
Ingots/Billets/BarsMarked for cast traceability
Manufacturer's Cert.Includes cast ID, mechanical & chemical test results
Medium Tensile BarsDistinctive marks from mild steel
Mild Steel BarsIdentification tags for Grade I & II
Bundles/CoilsBIS Standard Mark (optional) with test certificate

This ensures full traceability from cast to final product and compliance with BIS quality standards.

?Which nominal sizes of steel bars are covered by this standard?

According to IS 432 Part 1, Clause 6.1, the nominal sizes of mild steel and medium tensile steel bars covered are:

  • Round bars or square bars with diameters/sides:
    5, 6, 8, 10, 12, 16, 20, 22, 25, 28, 32, 36, 40, 45, and 50 mm

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).


Summary Table:

Bar TypeNominal Sizes (mm)
Mild & Medium Tensile5, 6, 8, 10, 12, 16, 20, 22, 25, 28, 32, 36, 40, 45, 50

These sizes ensure compatibility with typical concrete reinforcement requirements.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 432 Part 1. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required