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Hot-rolled steel L-sections for shipbuilding

IS 1864:1979 specifies the requirements for hot-rolled steel L-sections used in shipbuilding, detailing dimensions, tolerances, and material properties to ensure structural integrity and compatibility in marine applications. This standard applies to manufacturers, suppliers, and engineers involved in the design and construction of ships requiring reliable steel angle sections.

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1979Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 1864:1979 specifies the requirements for hot-rolled steel L-sections used in shipbuilding, detailing dimensions, tolerances, and material properties to ensure structural integrity and compatibility in marine applications. This standard applies to manufacturers, suppliers, and engineers involved in the design and construction of ships requiring reliable steel angle sections.

Who Uses This Standard

  • Shipbuilding Engineers
  • Structural Engineers
  • Steel Fabricators
  • Quality Control Inspectors
  • Marine Architects
  • Procurement Specialists
  • Shipyard Managers

Key Topics Covered

Designation and dimensions of L-sections
Material specifications for hot-rolled steel
Dimensional tolerances including length, thickness, and flatness
Permissible deviations in straightness and out-of-square angles
Mass per unit length tolerances
Sectional properties such as moment of inertia and area
Measurement methods for flatness and straightness
Supplementary sizes and mutual arrangements with suppliers
Marking and identification of steel sections
Compliance and rounding off rules for test results
Application in shipbuilding structural components

Table of Contents

1Scope

IS 1864: Scope & Key Specifications for 'L' Sections

  • Scope: Covers dimensions and sectional properties of 'L' (angle) sections, including standard and supplementary sizes (Table 1 and Table 1A).
  • Dimensions: As per Clause 4.1, dimensions must conform to Tables 1 and 1A.
  • Material: Specified in Clause 4.1.

Key Tables Summary

ParameterDescription
DesignationSize (e.g., L 75×50×6×8)
Mass (kg/m)Weight per meter
Dimensions (mm)H (height), B (base), t, T (thickness), R (radius)
Sectional PropertiesArea (cm²), Centroid (cm), Moment of Inertia Ix (cm⁴)

Sample from Table 1A (Supplementary 'L' Sections)

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)Area (cm²)Ix (cm⁴)
L 75×50×6×86.257550688.048.0
L 150×90×14×1827.015090141834.6742
L 400×120×12.5×2560.840012012.52577.512,900

Sample from Table 1 (Standard 'L' Sections)

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)Area (cm²)Ix (cm⁴)
L 200×90×9×
2Designation of L-sections

IS 1864 - Designation of L-Sections (Angles)

Key Points from IS 1864:

  • Designation format (Clause 3.1):
    L H × B × t × T
    where,
    • L = Angle section
    • H = Height of web (mm)
    • B = Width of flange (mm)
    • t = Thickness of web (mm)
    • T = Thickness of flange (mm)
      Example: L 250 × 90 × 9 × 13

Typical Dimensions & Sectional Properties (from Table 1A & Table 1):

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)Radius (R, mm)Area (cm²)Centroid (cm)Ix (cm⁴)
L 75 × 50 × 6 × 86.257550686.58.02.2048.0
L 250 × 90 × 9 × 1326.2250909131533.48.642190
L 400 × 120 × 12.5 × 2560.840012012.5252077.513.412900

Notes:

  • Radius (R) is the root radius of the angle.
  • Centroid is measured from the web edge.
  • Ix is the moment of inertia about the centroidal x-axis.

Summary Diagram of L-Section Dimensions:

graph LR
A[Height (H)] --> Web[Web thickness (t)]
B[Width (B)] --> Flange[Flange thickness (T)]
Web -->|Root radius (
3Dimensions and Sectional Properties

IS 1864 - Dimensions & Sectional Properties of 'L' Sections

Key Dimensions & Properties (from Table 1 & 1A):

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)r (mm)Area (cm²)Ix (cm⁴)Iy (cm⁴)
L 200 x 90 x 9 x 1222.0200909127.528.111606.63
L 250 x 90 x 10.5 x 1530.32509010.5157.538.525108.76
L 400 x 120 x 12.5 x 2560.840012012.5251077.51290013.4
L 500 x 120 x 13.5 x 3582.850012013.535101052710016.6

Notations:

  • H = Height of the longer leg
  • B = Width of the shorter leg
  • t = Thickness of the longer leg
  • T = Thickness of the shorter leg
  • r = Radius of fillet
  • Ix, Iy = Moment of inertia about x and y axes respectively

Important Notes:

  • Table 1A lists supplementary 'L' sections available on mutual agreement.
  • Dimensions are in mm; sectional properties in cm³ (section modulus), cm⁴ (moment of inertia).
  • Use these properties for structural analysis and design calculations as per IS 800.

flowchart LR
    A[L Section] --> B[Dimensions: H, B, t, T, r]
    B --> C[Calculate Area]
    B --> D[Calculate Ix, Iy]
    C & D
4Material Requirements

IS 1864: Material Requirements for 'L' Sections (Clause 4.1)

Key Specifications:

  • Dimensions and sectional properties of 'L' sections are given in Tables 1 and 1A.
  • Tables cover size, mass, thickness, radii, centroid, moment of inertia, and section modulus.

Important Parameters from Tables 1 & 1A:

ParameterDescriptionUnit
MassWeight per meterkg/m
H, BLeg lengthsmm
t, TThickness of legsmm
RRadius of filletmm
Centroid (x, y)Distance to centroid from edgesmm
Moment of Inertia (Ix)About centroidal x-axiscm⁴
Section Modulus (Zx)Elastic modulus about x-axiscm³
Cross-sectional AreaArea of sectioncm²

Example Extract from Table 1:

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)R (mm)Ix (cm⁴)Zx (cm³)Area (cm²)
L 250 x 90 x 9 x 1326.2250909131533.48.642,190
L 400 x 120 x 12.5 x 2560.840012012.5252077.513.411,900

Usage Notes:

  • Use these tables to select 'L' sections based on structural requirements.
  • Dimensions must conform exactly to the tables for standardization.
  • For sizes not listed, mutual agreement with suppliers is required (Clause 0.3).

flowchart LR
    A
5Tolerances

IS 1864: Key Tolerances for Structural Steel Sections


1. Flange Thickness (T) Tolerance (Clause 5.3, Table 2)

Thickness Range (mm)Tolerance + (mm)Tolerance - (mm)
Up to 20+2.0-0.4
Over 20 to 30+2.0-0.5
Over 30 to 35+2.5-0.6

2. Height of Web (H) and Width of Flange (B) Tolerance (Clause 5.1)

Dimension (mm)Tolerance (mm)
Up to and including 200±3
Over 200±4

3. Web Thickness (t) Tolerance (Clause 5.2)

  • Web thickness tolerance is specified but exact values are not in the provided context. Typically, it is similar or slightly tighter than flange thickness tolerances.

4. Mass Tolerance (Clause 5.8)

  • Mass tolerance = ±2.5% of the mass per unit length (from Tables 1 and IA).

Summary Diagram:

graph TD
    A[Flange Thickness Tolerance] -->|Up to 20 mm| B(+2.0 / -0.4 mm)
    A -->|20-30 mm| C(+2.0 / -0.5 mm)
    A -->|30-35 mm| D(+2.5 / -0.6 mm)
    E[Height of Web (H) & Width of Flange (B)] -->|≤ 200 mm| F(±3 mm)
    E -->|> 200 mm| G(±4 mm)
    H[Mass Tolerance] --> I(±2.5%)

Use these tolerances for quality control and fabrication checks as per IS 1864.

6Measurement Methods

IS 1864: Measurement Methods for L Sections

Key Specifications from Clause 4.1 & Table 1

  • Dimensions and sectional properties for L (angle) sections are standardized.
  • Mass per unit length tolerance: ±2.5% (Clause 5.8).
  • Dimensions include:
    • Length (L): e.g., 200 mm to 500 mm
    • Width (b): e.g., 90 mm to 120 mm
    • Thickness (t1, t2): varies from 9 mm to 35 mm
    • Radius (r): e.g., 7.5 mm to 20 mm

Important Sectional Properties

PropertySymbolUnitDescription
Mass per unit lengthmkg/mWeight of section per meter
Moment of InertiaIxcm⁴Resistance to bending about x-axis
Sectional AreaAcm²Cross-sectional area
Radius of Gyrationrcm√(Ix/A), indicates distribution of area

Example (L 250 x 90 x 9 x 13)

  • Mass: 26.2 kg/m
  • Length: 250 mm
  • Width: 90 mm
  • Thickness: 9 mm & 13 mm
  • Radius: 7.5 mm
  • Moment of Inertia Ix: 33.4 cm⁴
  • Sectional Area: 8.64 cm²

Rounding Off (Clause 0.4)

  • Final values must be rounded as per IS 2-1960.
  • Number of significant digits retained = number in the standard.

Summary

  • Use Table 1 for dimensions and sectional properties.
  • Allow ±2.5% tolerance on mass per unit length.
  • Round off values per IS 2-1960.
  • Section properties critical for design calculations (moment of inertia, sectional area).
flowchart TD
    A[Select L Section] --> B[Refer Table 1 for Dimensions]
    B --> C[Check Mass per unit length ±2.5%]
    C --> D[Use Section Properties (Ix, A) for design]
    D
7Marking and Identification

IS 1864: Marking and Identification - Key Points

  • Dimensions & Mass:

    • Dimensions for L sections are per Tables 1 and 1A (Clause 4.1).
    • Mass tolerance is ±2.5% of the mass per unit length listed in these tables (Clause 5.8).
  • Identification:

    • Each section should be clearly marked with size and mass for traceability.
    • Marking usually includes:
      • Section designation (e.g., L 400 x 120 x 12.5 x 25)
      • Manufacturer’s identification
      • Heat number or batch number for quality control
  • Typical Section Designation Format:
    L [Leg length] x [Other leg length] x [Thickness] x [Mass per meter]

  • Example:

    SectionDimensions (mm)Mass (kg/m)
    L 400 x 120 x 12.5 x 25400 x 120 x 12.525
    L 425 x 120 x 12.5 x 26425 x 120 x 12.526
  • Tolerance on Mass:
    [ \text{Mass tolerance} = \pm 2.5% \times \text{Mass per unit length} ]


Summary Diagram (Marking Flow)

flowchart LR
    A[Manufactured Section] --> B[Mark Section Size & Mass]
    B --> C[Add Manufacturer ID]
    C --> D[Add Batch/Heat Number]
    D --> E[Ready for Dispatch]

This ensures traceability and compliance with IS 1864 standards.

8Supplementary Sizes

IS 1864 Supplementary Sizes for 'L' Sections

Key Notes:

  • Supplementary sizes are listed in Table 1A (Clause 0.3 & 4.1).
  • Dimensions and sectional properties must follow Tables 1 and 1A.
  • These sections are available by mutual arrangement with suppliers.

Table 1A: Selected Supplementary 'L' Sections

DesignationMass (kg/m)H (mm)B (mm)t (mm)T (mm)R (mm)Segt. Area (cm²)Centroid (cm)Moment of Inertia Ix (cm⁴)
L 75 × 50 × 6 × 86.257550686.58.02.2048.0
L 100 × 50 × 8 × 1011.0100658101113.73.13137
L 100 × 75 × 12 × 1516.81007512151121.43.13197
L 125 × 75 × 10 × 1215.812575101213.520.34.08317
L 150 × 90 × 14 × 1827.015090141813.534.65.02742
L 400 × 120 × 12.5 × 2560.840012012.5
9Compliance and Testing

IS 1864: Compliance and Testing Key Points

  • Rounding Off (Clause 0.4):
    Final test or analysis results must be rounded per IS 2-1960.

    • Retain the same number of significant figures as in the specified value.
  • Dimensions (Clause 4.1):
    Use Tables 1 and 1A for dimensions of sections.

    • Table 1A covers supplementary 'L' sections available on mutual agreement.
  • Mass Tolerance (Clause 5.8):
    Mass per unit length tolerance: ±2.5% of values in Tables 1 and 1A.


Summary Table for Mass Tolerance

ParameterTolerance
Mass per unit length±2.5%

Notes:

  • Always verify dimensions and mass from Tables 1 and 1A before acceptance.
  • Testing results must strictly follow rounding rules for compliance.
flowchart TD
    A[Test/Analysis Result] --> B[Rounding as per IS 2-1960]
    B --> C[Compare with Specified Value]
    C --> D{Within Tolerance?}
    D -- Yes --> E[Complies]
    D -- No --> F[Reject/Retest]

This ensures consistent, standardized evaluation of structural steel sections per IS 1864.

10Application in Shipbuilding

IS 1864 - Hot Rolled Steel 'L' Sections for Shipbuilding

Key Specifications:

  • Scope: Covers dimensions, sectional properties, and tolerances of hot rolled steel 'L' sections used in shipbuilding.
  • Material: Steel conforming to shipbuilding grade with adequate strength and toughness.
  • Dimensions: Standard leg lengths and thicknesses specified for uniformity.
  • Tolerances: Limits on deviations in leg lengths, thickness, and angles to ensure fit and structural integrity.

Important Sectional Properties:

ParameterDescription
Leg Length (a, b)Length of the two legs of 'L'
Thickness (t)Thickness of the steel section
Area (A)Cross-sectional area
Moment of Inertia (Ix, Iy)Resistance to bending about axes
Radius of Gyration (rx, ry)Stability against buckling

Application Notes:

  • 'L' sections provide corner stiffening and framing in ship hulls.
  • Used in structural members subjected to bending and axial loads.
  • Ensure compliance with dimensional tolerances for proper assembly.

Typical Formula for Section Modulus (Z):

[ Z = \frac{I}{y} ]

Where:

  • (I) = Moment of inertia about the neutral axis
  • (y) = Distance from neutral axis to extreme fiber

graph LR
A[Hot Rolled Steel 'L' Section] --> B[Dimensions: a, b, t]
A --> C[Sectional Properties: A, Ix, Iy]
A --> D[Applications: Ship Hull Framing]
B --> E[Tolerances]
C --> F[Strength & Stability]

For detailed tables and exact dimensions, refer to the full IS 1864 document.

Popular Questions About IS 1864

?What are the dimensional tolerances specified for hot-rolled L-sections under IS 1864?

IS 1864 specifies dimensional tolerances for hot-rolled L-sections used in shipbuilding, aligning with ISO/DIS 4973. Although the exact tolerances are not detailed in the provided context, typical tolerances for hot-rolled L-sections are:

  • Leg length tolerance: ±2 mm
  • Thickness tolerance: ±0.3 mm to ±0.5 mm depending on thickness
  • Angle between legs: ±1° to ±2°
  • Straightness and camber: Limited to a small fraction of the length (e.g., 1 in 1000)

These tolerances ensure proper fit and structural performance.

Typical dimensional tolerances summary (approximate):

DimensionTolerance
Leg length±2 mm
Thickness±0.3 to 0.5 mm
Angle between legs±1° to ±2°
Straightness1/1000 of length

For exact values, refer to the full IS 1864 standard or ISO/DIS 4973.

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Note: Always verify with the latest IS 1864 edition or purchaser's requirement for shipbuilding quality steel.

?Which steel grades and material properties are required for L-sections used in shipbuilding?

Steel Grades & Material Properties for L-Sections in Shipbuilding (IS 1864)

  • L-sections must be made from steel conforming to one of these IS standards:

    • IS 226-1975: Structural steel, standard quality
    • IS 961-1969: Structural steel, high tensile
    • IS 2062-1975: Structural steel, fusion welding quality
    • IS 3039-1965: Structural steel, shipbuilding quality
  • The steel grade depends on purchaser requirements, especially for shipbuilding applications where specific properties are critical.

  • Typical properties to consider:

    • Yield Strength: Usually 250–410 MPa depending on grade
    • Tensile Strength: 410–560 MPa
    • Weldability: Must conform to fusion welding quality if welding is involved
    • Corrosion Resistance: Shipbuilding steel often has enhanced resistance

Summary: Use steel grades from IS 226, IS 961, IS 2062, or IS 3039 as per purchaser specs, ensuring mechanical and welding properties suitable for marine environments.

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?How is the straightness and flatness of L-sections measured and controlled?

According to IS 1864 for hot rolled steel L-sections:

Straightness (Clause 5.4)

  • Maximum permissible variation = 0.003 × Length (L)
  • Measured over the entire length using a straight edge or similar device (see Fig. 1 in the code).

Flatness (Clause 5.6)

  • Flatness tolerance of the web is not fixed; it is subject to mutual agreement between purchaser and manufacturer.
  • Deviation in flatness is measured using a steel straight edge placed along the web, checking for gaps or deviations (see Fig. 3).

Summary Table

ParameterTolerance/MethodReference Figure
Straightness≤ 0.003 × Length (L)Fig. 1
FlatnessAs agreed; measured by straight edgeFig. 3

This ensures L-sections meet dimensional quality for shipbuilding applications with controlled straightness and agreed flatness tolerances.

?What are the permissible deviations for out-of-square angles in these steel sections?

According to IS 1864, Clause 5.5:

  • The permissible deviation for out-of-square angles in steel angle sections is maximum 2.5% of the shorter leg length (B).
  • This deviation is measured at the end of the shorter leg, ensuring the legs remain nearly perpendicular.

Summary:

ParameterPermissible Deviation
Out-of-square angleMax 2.5% of shorter leg (B)
Measurement pointAt the end of the shorter leg

This ensures the angle legs are close to 90°, maintaining structural integrity and fitment.

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This tolerance helps in quality control during fabrication and installation.

?Are supplementary sizes available and how can they be procured under this standard?

Under IS 1864, supplementary sizes of L sections are indeed available as per Table 1A, which supplements the main range in Table 1.

Key Points:

  • Supplementary sizes (e.g., L 400x120x12.5x25, L 425x120x12.5x26) are listed in Table 1A.
  • These sizes may be procured by mutual arrangement with the supplier, not as standard stock.
  • Dimensions and mass tolerances follow Tables 1 and 1A.
  • Mass tolerance is ±2.5% of the unit length mass.

Procurement Steps:

  1. Identify the supplementary size from Table 1A.
  2. Contact the supplier or BIS sales offices (listed in the standard) to negotiate availability.
  3. Confirm dimensions and mass tolerances as per the standard.

This arrangement allows flexibility for less common sizes while maintaining standardization.

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