IS 74521990AI Search Enabled✦ AI Generated

Specification for hot-rolled steel sections for doors, windows and ventilators

IS 7452:1990 specifies the requirements for hot-rolled steel sections used in the fabrication of doors, windows, ventilators, and sashes. It covers material standards, dimensional tolerances, mass specifications, surface finish, and quality tests such as bend tests to ensure durability and suitability for construction applications. This standard is essential for manufacturers, fabricators, and engineers involved in steel fenestration products.

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Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 7452:1990 specifies the requirements for hot-rolled steel sections used in the fabrication of doors, windows, ventilators, and sashes. It covers material standards, dimensional tolerances, mass specifications, surface finish, and quality tests such as bend tests to ensure durability and suitability for construction applications. This standard is essential for manufacturers, fabricators, and engineers involved in steel fenestration products.

Who Uses This Standard

  • Structural Engineers
  • Steel Fabricators
  • Architects
  • Quality Control Inspectors
  • Construction Project Managers
  • Manufacturers of Steel Doors and Windows
  • Civil Engineers

Key Topics Covered

Material specifications and quality requirements
Nominal dimensions and dimensional tolerances
Mass and mass tolerances of steel sections
Profiles and designations of hot-rolled steel sections
Surface finish and defect criteria
Bend testing procedures and frequency
Packaging and marking of steel sections
Use of concast billets and carbon steel billets
Definitions of door, window, ventilator components
Rolling tolerances on thickness and radii of curvature
Straightening and treatment of test samples
Recommended applications of various steel sections

Table of Contents

1Scope

IS 7452 - Scope & Key Specifications Summary

  • Scope: Covers hot rolled steel sections with specified dimensional tolerances and mass per unit length.

1. Dimensional Tolerances (Clause 6.2.1 & Table 6.2.3)

Dimension (mm)Tolerance (mm)
Up to 10± 0.2
Over 10 and up to 25± 0.4
Over 25± 0.6
  • These tolerances apply to dimensions not covered under Clauses 6.2.1 and 6.2.2.
  • All dimensions are in millimeters.

2. Mass per Unit Length (Clause 2.30)

  • Mass = 2.30 kg/m for K12B section (example).
  • Mass values must be rounded as per IS 2:1960 rules (round off numerical values maintaining significant digits).

3. Rounding Off (Clause None)

  • Final test or analysis results should be rounded according to IS 2:1960.
  • Retain the same number of significant digits as the specified value.

Visual: Dimensional Tolerances Overview

flowchart LR
    A[Dimension (mm)] --> B{Tolerance (mm)}
    B -->|≤10| C[±0.2]
    B -->|>10 and ≤25| D[±0.4]
    B -->|>25| E[±0.6]

This ensures uniformity in manufacturing and quality control of hot rolled steel sections per IS 7452.

2Referenced Indian Standards

Referenced Indian Standards in IS 7452

IS 7452 refers to several key Indian Standards essential for compliance:

IS No.Title/Description
IS 1599:1985Method for Bend Test (Second Revision)
IS 2830:1975Carbon Steel Billets, Blooms and Slabs for Re-rolling into Structural Steel (Standard & Ordinary Quality)
IS 6914:1978Cast Billet Ingots and Continuously Cast Billets for Rolling into Structural Steel (Standard Quality)

Additional Specifications

  • Marking (Clause 11.1): Sections must be indelibly marked every 1 meter with manufacturer identification.
  • Rounding Off (IS 2:1960): Test results must be rounded off per IS 2 rules, maintaining the same significant figures as specified values.

Usage of Sections (Annex A)

Sections are designated for specific uses such as:

  • T2, T3: Vertical/horizontal glazing bars for doors, windows, ventilators.
  • F500-F502: Inner/outer frames for open-out windows, bottom-hung ventilators.
  • K11B, K12B: Vertical/horizontal coupling mullions, weather bars for windows exposed to rain.

Summary Diagram of Section Usage

graph TD
  A[Sections] --> B[T2, T3: Glazing Bars]
  A --> C[F500-F502: Frames for Windows/Ventilators]
  A --> D[K11B, K12B: Coupling Mullions & Weather Bars]
  B --> E[Doors, Sashes, Windows]
  C --> F[Open-out Windows, Bottom-hung Ventilators]
  D --> G[Standard Windows, Rain-exposed Units]

For detailed design, testing, and marking requirements, always refer to the full IS 7452 and related IS codes listed above.

3Terminology and Definitions

IS 7452: Terminology & Definitions for Steel Doors, Windows, Ventilators

Key Terminology (Clause 3.1 & Fig. 1)

  • Overall Height of Door/Window/Sub-light: Total vertical dimension including frame.
  • Overall Width of Door/Window/Side-light: Total horizontal dimension including frame.
  • Sub-dividing Bars: Bars dividing fixed lights or glazing units.
  • Sash Bars: Bars in operable parts (sashes) of doors/windows.
  • Mullions: Vertical bars dividing window units.
  • Transoms: Horizontal bars dividing window units.

Section Designations & Uses (Annex A)

Section DesignationTypical Use
T2, T3Vertical/horizontal glazing bars for doors, windows, ventilators
F2Inner frames for open-in windows
F3Outer frames for open-in windows
F7DInner/outer frames for windows and ventilators
FX6, FZ5Inner frames for doors
FX8Outer frames for doors
K11B, K12BVertical/horizontal coupling mullions (weather bars)

Dimensional Tolerances (Clause 6.2.1)

Dimension (mm)Tolerance (mm)
Up to 10± 0.2
Over 10 and up to 25± 0.4
Over 25± 0.6

Rounding Off (Clause 3.1)

  • Follow IS 2:1960 rules.
  • Retain significant figures equal to the specified value.

Visual Summary of Terminology (Simplified)

graph TD
  A[Door/Window Unit] --> B[Overall Height]
  A --> C[Overall Width]
  A --> D[Sub-dividing Bars]
  A --> E[Sash Bars]
  A --> F[Mullions (Vertical)]
  A --> G[Transoms (Horizontal)]

Note: For detailed section profiles and exact dimensions, refer to IS 7452 Annex A tables.

4Designation and Profiles of Sections

IS 7452: Designation and Profiles of Hot Rolled Steel Sections

Key Points from IS 7452:

  • Designation (Clause 4.1):
    Hot rolled steel sections are designated by specific letters as per profiles shown in Fig. 2 (e.g., I, H, T, L sections).

  • Mass per unit length (Clauses 2.28, 2.250, 2.30):
    Mass values are given for different profiles, e.g.,

    • 2.28 kg/m for F4B section
    • 1.419 kg/m for F7D section
    • 2.250 kg/m for F501 section
    • 2.30 kg/m for K12B section
      These help in quick weight estimation and design calculations.
  • Dimensions:
    All dimensions are in millimeters and include flange width, thickness, web thickness, and radii (except where max radii specified).


Typical Profile Designation Example:

ProfileDesignationMass (kg/m)Notes
I-SectionI~2.28Standard hot rolled beam
ChannelC~1.419Used for light structural members
AngleL~2.30Equal or unequal angles

Formula for Mass per unit length (approximate):

[ \text{Mass (kg/m)} = \text{Cross-sectional Area (cm}^2) \times 7.85 \times 10^{-2} ]

Where 7.85 g/cm³ is density of steel.


flowchart LR
    A[Hot Rolled Steel Sections] --> B{Designation Letters}
    B --> C[I-Section]
    B --> D[Channel]
    B --> E[Angle]
    A --> F[Mass per unit length]
    F --> G[Use in weight calculation]
    A --> H[Dimensions in mm]

Summary: IS 7452 provides standardized profiles with designated letters, mass per meter values, and dimensional details for hot rolled steel sections, facilitating uniform design and specification.

5Material Requirements

IS 7452: Material Requirements - Key Formulas & Specifications

  • Mass per meter (kg/m) is a primary material property given for hot rolled steel sections.
  • Mass values are specified for different profiles (e.g., F4B, F7D, K12B) in Clause 2.28, 2.30, 2.250, 1.90.
  • All dimensions and mass values are in millimeters (mm) and kilograms per meter (kg/m) respectively.
  • Typical mass values from the code:
    ProfileMass (kg/m)
    F4B2.28
    F7D1.419
    K12B2.30
    F5012.250
    EZ71.90

General Formula for Mass of Steel Section

If dimensions are known, mass can be calculated as:

[ \text{Mass (kg/m)} = \text{Cross-sectional Area (mm}^2) \times \frac{\rho}{10^6} ]

where (\rho = 7850 , \text{kg/m}^3) (density of steel).

Notes:

  • Mass values help in estimating material quantity and weight for structural design.
  • Refer to Figure 2 in IS 7452 for detailed profiles and dimensions of hot rolled sections.
  • Radii and other geometric details are specified per profile and must be checked for fabrication accuracy.
flowchart LR
A[Profile Type] --> B[Dimensions (mm)]
B --> C[Cross-sectional Area]
C --> D[Calculate Mass using density]
D --> E[Material Weight (kg/m)]

This ensures precise material estimation and compliance with IS 7452 standards.

6Dimensions and Dimensional Tolerances

IS 7452: Dimensions and Dimensional Tolerances Summary

1. Measurement Method (Clause 6.1.1)

  • Measure dimensions at two ends (leaving 150 mm from each end) and at the center.
  • Take the average of three readings.
  • Record measurements to the nearest 0.1 mm.

2. Dimensional Tolerances (Clause 6.2.1 & Table 6.2.3)

Dimension (mm)Tolerance (mm)
Up to 10± 0.2
Over 10 and up to 25± 0.4
Over 25± 0.6

3. Special Tolerance (Clause 6.2.3.1)

  • Dimensions of matching portions (marked with *) in Fig. 2 must be within ± 0.4 mm.

Key Notes:

  • Tolerances apply to rolling dimensions except those specifically covered in Clauses 6.2.1 & 6.2.2.
  • Ensures dimensional consistency for steel rolled sections.
flowchart LR
    A[Measure at two ends (leave 150 mm)] --> B[Measure at center]
    B --> C[Take average of 3 readings]
    C --> D[Compare with tolerance]
    D -->|Within tolerance| E[Accept section]
    D -->|Outside tolerance| F[Reject section]

This ensures quality control in steel section dimensions per IS 7452.

7Mass and Mass Tolerance

IS 7452: Mass and Mass Tolerance Key Points

Mass Tolerance (Clause 7.2):

  • The mass tolerance per meter length of steel sections is ±5% of the nominal mass.

Mass Calculation (Clause 1.14):

  • Mass is given in kg/m for various profiles, e.g.,
    • Mass = 1.14 kg/m (T3 profile)
    • Mass = 0.839 kg/m (another profile)
    • Mass = 1.46 kg/m (F2 profile)

Dimensional Tolerances (Clause 6.2):

  • Flanges must be parallel for proper matching (6.2.3.2).
  • All dimensions are in millimeters.

Formula for Mass Tolerance

[ \text{Mass tolerance} = \pm 5% \times \text{Nominal mass (kg/m)} ]


Example Table of Mass and Tolerance

ProfileNominal Mass (kg/m)Mass Tolerance (±5%) (kg/m)
T31.14±0.057
Profile X0.839±0.042
F21.46±0.073

Summary

  • Check nominal mass from IS 7452 tables for the profile.
  • Apply ±5% tolerance for acceptable mass variation.
  • Ensure dimensional tolerances, especially flange parallelism, for fit and function.
flowchart LR
    A[Nominal Mass (kg/m)] --> B[Calculate ±5% Tolerance]
    B --> C[Mass Range = Nominal ± Tolerance]
    C --> D[Check Mass During Quality Control]
8Surface Finish and Quality Requirements

IS 7452: Surface Finish and Quality Requirements

1. Mass Tolerance (Clause 7.2)

  • Mass tolerance per meter length = ± 5% of nominal mass for the section.

2. Dimensional Tolerances (Clause 6.2)

  • Matching portions (marked with *) in Fig. 2 must be within ± 0.4 mm.
  • Final test results should be rounded as per IS 2:1960 rounding rules, maintaining the same significant figures as specified.

3. Surface Finish (Clause 8)

  • The code emphasizes adherence to dimensional tolerances and mass tolerance to ensure surface quality.
  • Surface finish requirements are indirectly controlled by maintaining strict dimensional and mass tolerances.

Summary Table for Tolerances

ParameterTolerance
Mass per meter length± 5%
Dimensional tolerance (*)± 0.4 mm
Rounding off test resultsAs per IS 2:1960

Notes:

  • Surface finish quality is indirectly ensured by controlling dimensional accuracy and mass uniformity.
  • For detailed surface roughness parameters, refer to specific product or application standards.
flowchart LR
    A[Nominal Section Mass] --> B[Mass Tolerance ±5%]
    C[Dimensions of Matching Portion] --> D[Dimensional Tolerance ±0.4 mm]
    E[Measured Values] --> F[Rounding as per IS 2:1960]
    B & D & F --> G[Ensured Surface Finish & Quality]

This ensures structural profiles meet quality and surface finish requirements as per IS 7452.

9Testing Requirements

IS 7452: Testing Requirements Summary

  • Rounding off results (Clause 9.1):
    Final test values must be rounded as per IS 2:1960.

    • Retain the same number of significant digits as specified in the standard.
  • Test Sample Selection & Preparation (Clause 9.2):

    • Samples must be taken from the finished product.
    • Record cast number, size, and mass of each sample.
    • Samples must not be annealed or heat-treated unless the original material was treated similarly.
    • Any straightening must be done cold only.

Key Points for Testing Samples

ClauseRequirementDetails
9.2.1Sample originFrom finished product with full details
9.2.7Heat treatmentOnly if original material treated similarly
9.2.7StraighteningCold straightening only

Rounding Rule (IS 2:1960)

  • If next digit < 5 → round down
  • If next digit ≥ 5 → round up
  • Keep significant digits consistent with standard values.
flowchart TD
    A[Finished Product] --> B[Select Test Sample]
    B --> C[Record Cast No., Size, Mass]
    C --> D{Heat Treatment?}
    D -- Yes --> E[Heat treat sample same as material]
    D -- No --> F[No heat treatment]
    E & F --> G[Cold straightening if required]
    G --> H[Perform Test]
    H --> I[Round off results per IS 2:1960]

This ensures test results are reliable and comparable as per IS 7452.

10Marking and Packaging

IS 7452: Marking and Packaging Key Points

Marking (Clause 11.1)

  • Each length of section must be indelibly marked at intervals ≤ 1 meter.
  • Marking must include the source of manufacture.

Packaging (Clause 10.1)

  • Sections supplied in bundles.
  • Each bundle must carry a metal tag with:
    • Source of manufacture
    • Designation of the section
    • Number of pieces in the package
    • Batch number

Additional Notes

  • Rounding off test values must follow IS 2:1960.
  • Mass example: Section K12B weighs 2.30 kg/m.

Summary Table for Marking & Packaging

RequirementDetails
Marking interval≤ 1 meter
Marking contentSource of manufacture
Packaging formBundles
Tag details on bundlesSource, Designation, Quantity, Batch No.

This ensures traceability and quality control compliance per IS 7452.

flowchart LR
    A[Rolled Section] --> B[Mark every ≤ 1m with source]
    B --> C[Bundle sections]
    C --> D[Attach metal tag with info]
    D --> E{Tag Info}
    E --> F(Source of Manufacture)
    E --> G(Designation)
    E --> H(Number of pieces)
    E --> I(Batch number)

This diagram shows the marking and packaging flow per IS 7452.

Popular Questions About IS 7452

?What types of steel billets are permitted for manufacturing these sections?

Permitted Types of Steel Billets for Manufacturing Sections as per IS 7452:

  • Billets conforming to IS 2830:1975 (Carbon steel billets, blooms, and slabs for re-rolling into structural steel - standard and ordinary quality)
  • Billets conforming to IS 2831:1975
  • Concast billets as per IS 6914:1978 (Cast billet ingots and continuously cast billets for rolling into structural steel - standard quality)

These billets ensure the rolled sections meet dimensional tolerances and are free from defects, suitable for fabrication like punching and welding.


Summary Table:

Billet TypeApplicable IS CodeQuality
Carbon steel billets/bloomsIS 2830:1975Standard/Ordinary
Carbon steel billetsIS 2831:1975Standard Quality
Concast billets (cast/cont.)IS 6914:1978Standard Quality

Note: Rolled sections must adhere strictly to dimensional tolerances and be free from rolling defects for effective fabrication.

?What are the dimensional tolerances for thickness and radii of curvature?

According to IS 7452:

  • Thickness tolerance (Clause 6.2.1):
    ± 0.2 mm on the nominal thickness of sections.

  • Radii of curvature tolerance (Clause 6.2.2):
    ± 0.5 mm on the nominal radius of curvature.

  • Other dimensional tolerances (Clause 6.2.1, Table 6.2.3):

Dimension (mm)Tolerance (mm)
Up to 10± 0.2
Over 10 up to 25± 0.4
Over 25± 0.6

Summary:

  • Thickness: ±0.2 mm
  • Radii of curvature: ±0.5 mm
  • Other dimensions vary as per size above.

This ensures precision in rolling and forming steel sections as per IS 7452 standards.

?How is the bend test conducted and what frequency is required?

Bend Test as per IS 7452

  • Frequency (Clause 9.1):

    • Conduct 1 bend test per cast or part thereof rolled continuously.
    • Additionally, 1 test for each product class and 1 for each thickness variation.
  • Test Procedure (Clause 9.4, per IS 1599:1985):

    • The cold test piece is bent without fracture by pressure or hammer blows.
    • Bend until the internal diameter ≤ 3 × thickness of the test piece.
    • The bent sides must be parallel.
  • Acceptance Criteria (Clause 9.5):

    • If the first test fails, test 2 more samples.
    • If both pass, material is accepted.
    • If either fails, material is rejected.

Summary Table

ParameterRequirement
Test frequency1 per cast/part + 1 per class/thickness
Bend radiusInternal diameter ≤ 3 × thickness
Test conditionCold, no fracture
Retest on failure2 additional samples tested
Acceptance on retestBoth must pass
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?What profiles and designations are specified for hot-rolled steel sections?

IS 7452: Hot Rolled Steel Sections - Profiles & Designations

  • Profiles: As per Clause 4.1 and Fig. 2 of IS 7452, hot-rolled steel sections include specific profiles used in doors, windows, ventilators, and sashes. Each profile is designated by a letter code (e.g., F4B, F7D).

  • Material: Clause 5.1 mandates steel conforming to IS 2830:1975, IS 2831:1975, or concast billets as per IS 6914:1978.

  • Dimensions & Mass: Nominal dimensions and mass are standardized. For example:

    ProfileMass (kg/m)
    F4B2.28
    F7D1.419
  • Application: These profiles are specifically designed for architectural steel sections ensuring uniformity in manufacture and interchangeability.

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Summary: IS 7452 defines letter-designated profiles with specified mass and dimensions, using steel conforming to relevant IS standards for hot-rolled sections in fenestration applications.

?How should the steel sections be marked and packaged for delivery?

According to IS 7452 Clause 10.1, steel rolled sections must be bundled and each bundle tagged with a metal tag containing:

  • Source of manufacture
  • Designation of the section (e.g., channel, angle, beam as per Clause 4.1)
  • Number of pieces in the bundle
  • Batch number

Per Clause 8.1, the sections must be:

  • Free from rolling defects (knots, bends, overlaps, waviness, unparallel flanges)
  • Straightened with twist ≤ 5° over 3 m length
  • Packed securely to avoid damage during transit

Summary for Marking & Packaging:

RequirementDetails
Tag InformationSource, Section designation, Quantity, Batch No.
Section QualityDefect-free, straightened (twist ≤ 5°/3m)
PackagingBundled, protected against transit damage

This ensures traceability, quality, and safe delivery of steel sections.

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