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Hot Rolled Steel Channel Sections for General Engineering Purposes – Dimensions

IS 3954:1991 specifies the nominal dimensions, mass, and sectional properties of hot rolled steel channel sections designed for general engineering applications in India. It provides standardized profiles, including depth, flange width, web and flange thickness, and tolerances, ensuring compatibility with manufacturing and trade practices. This standard is essential for engineers and fabricators involved in selecting and using hot rolled steel channels outside structural building applications.

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1991Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 3954:1991 specifies the nominal dimensions, mass, and sectional properties of hot rolled steel channel sections designed for general engineering applications in India. It provides standardized profiles, including depth, flange width, web and flange thickness, and tolerances, ensuring compatibility with manufacturing and trade practices. This standard is essential for engineers and fabricators involved in selecting and using hot rolled steel channels outside structural building applications.

Who Uses This Standard

  • Structural Engineers
  • Mechanical Engineers
  • Fabricators and Manufacturers
  • Quality Control Inspectors
  • Procurement Specialists
  • Civil Engineers
  • Design Engineers

Key Topics Covered

Nominal dimensions of hot rolled steel channels
Mass and sectional properties
Designation system for channel sections
Manufacturing and trade practice considerations
Rolling and cutting tolerances referencing IS 1852
Sectional area and moment of inertia
Radius of gyration and section modulus
Axis definitions (X-X and Y-Y axes)
Slope of flange and root radius
Standardized channel depth and flange widths
Rounding off numerical values as per IS 2
Application scope excluding structural building channels

Table of Contents

1Scope

IS 3954: Scope - Key Specifications & Sectional Properties

Scope (Clause 3.0): Defines terms and rounding rules per IS 2:1960 for test/analysis results.


Sectional Properties (Clause 6.1, Table 6.2)

DesignationMass (kg/m)Area (cm²)Depth (mm)Width (mm)Web Thickness (mm)Flange Thickness (mm)Flange Slope (°)Root Radius (mm)Toe Radius (mm)C.G. (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.2953.01.50.380.290.550.37
CHG 200.861.09920103.23.2953.01.50.350.530.690.53
CHG 404.826.14440325.07.5956.03.01.2513.595.756.79

Notes:

  • Rounding: Final values rounded as per IS 2:1960.
  • Units: Depth, width, thickness in mm; area in cm²; inertia in cm⁴.
  • Flange slope typically 95°.
  • Radii at root and toe ensure stress distribution.

Summary

2References

IS 3954 Key References, Tables & Specifications

1. Sectional Properties (Clause 6.1, Table 6.2)

DesignationMass (kg/m)Sectional Area (cm²)Depth (mm)Width of Flange (mm)Thickness of Web (mm)Thickness of Flange (mm)Slope of Flange (°)Radius at Root (mm)Centre of Gravity (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.2953.00.380.290.550.37
CHG 200.861.09920103.23.2953.00.350.530.690.53
CHG 404.826.14440325.07.5956.01.2513.595.756.79

2. Rounding Off (IS 2:1960)

  • Final test/analysis values must be rounded off as per IS 2:1960.
  • Number of significant digits retained = same as specified values.

3. BIS Information (Clause 6.79)

  • BIS is statutory under BIS Act 1986.
  • Holds copyright on publications; reproduction requires permission.
  • Free use allowed for implementation details (symbols, sizes, grades).
  • Contact BIS for copyright issues.

Useful Formula:

  • **Section Modulus (Z) = I
3Definitions

IS 3954 - Definitions & Key Sectional Properties

Key Definitions (Clause 3.0 & 3.2)

  • X-X Axis: Passes through the centroid, perpendicular to Y-Y axis.
  • Symbols:
    • ( a ) = Sectional area (cm²)
    • ( m ) = Nominal mass (kg/m) = (0.785 \times a)
    • ( I_{xx} ), ( I_{yy} ) = Moments of inertia about X-X and Y-Y axes (cm⁴)
    • ( Z_{xx} ), ( Z_{yy} ) = Section modulus about X-X and Y-Y axes (cm³)
    • ( r_x ), ( r_y ) = Radius of gyration about X-X and Y-Y axes (cm)
    • ( C_x ), ( C_y ) = Distance from centroid to extreme fiber in X and Y directions (cm)

Sectional Properties Table (Excerpt from Table 1)

DesignationMass (kg/m)Area (cm²)Depth (mm)Width (mm)Web Thickness (mm)Flange Thickness (mm)Radius at Root (mm)( I_{xx} ) (cm⁴)( Z_{xx} ) (cm³)
CHG 160.760.97116103.23.23.00.0750.37
CHG 200.861.09920103.23.23.00.0810.53
CHG 404.826.14440325.07.56.05.7526.79

Notes:

  • Channel sections are designated as CHG +
4Designation of Channel Sections

IS 3954: Designation & Sectional Properties of Channel Sections

Designation:

  • Channel sections are designated as CHG followed by the depth (in mm) of the channel.
    • Example: CHG 16 means a channel with 16 mm depth.

Key Parameters & Symbols (from Clause 3.2):

SymbolMeaningUnit
aSectional areacm²
mNominal masskg/m
hDepth of channelmm
bWidth of flangemm
wThickness of webmm
tThickness of flangemm
IxxMoment of inertia about X-X axiscm⁴
IyyMoment of inertia about Y-Y axiscm⁴
ZxxSection modulus about X-X axiscm³
ZyySection modulus about Y-Y axiscm³
rxRadius of gyration about X-X axiscm
ryRadius of gyration about Y-Y axiscm

Sample Sectional Properties (from Table 1):

DesignationMass (kg/m)Area (cm²)Depth (h, mm)Width (b, mm)Web t (mm)Flange t (mm)Ixx (cm⁴)Zxx (cm³)rx (cm)
CHG 160.760.97116103.23.20.290.370.55
CHG 200.861.09920103.23.20.530.530.69
CHG 404.826.14440
5Dimensions and Sectional Properties

IS 3954: Dimensions & Sectional Properties of Hot Rolled Steel Channels

Key Specifications (Clause 6.1 & Table 1)

  • Designation: CHG + depth (mm), e.g., CHG 40 has 40 mm depth.
  • Mass (m): kg/m, calculated as ( m = 0.785 \times a ) (where (a) = sectional area in cm²)
  • Sectional Area (a): cm²
  • Depth of Channel (h): mm
  • Width of Flange (b): mm
  • Thickness of Web (w): mm
  • Thickness of Flange (t): mm
  • Slope of Flange: typically 95°
  • Radius at Root (r1): mm
  • Centre of Gravity (Cyy): cm from base
  • Moment of Inertia (Ixx, Iyy): cm⁴ about X-X and Y-Y axes
  • Radius of Gyration (r_xx, r_yy): cm, ( r = \sqrt{\frac{I}{a}} )
  • Section Modulus (Zxx, Zyy): cm³ about X-X and Y-Y axes

Example from Table 1 (CHG 40)

PropertyValue
Mass (m)4.82 kg/m
Sectional Area (a)6.144 cm²
Depth (h)40 mm
Width of Flange (b)32 mm
Thickness of Web (w)5.0 mm
Thickness of Flange (t)7.5 mm
Slope of Flange95°
Radius at Root6.0 mm
Centre of Gravity1.25 cm
Moment of Inertia (Ixx)13.59 cm⁴
Radius of Gyration (r_xx)1.49 cm
Section Modulus (Zxx)6.79 cm³

Important Formulas

[ m = 0.785 \times a \quad (kg/m) ]

6Tolerances

IS 3954 - Tolerances Summary

Key Points on Tolerances (Clause 6.1 & 6.2)

  • Rolling and Cutting Tolerances for channel sections must follow IS 1852:1985 (Specification for rolling and cutting tolerances for hot rolled steel products).
  • Tolerances apply to dimensions like:
    • Depth of channel (h)
    • Width of flange (b)
    • Thickness of web (w)
    • Thickness of flange (t)
    • Slope of flange
    • Radius at root and toe

Sectional Properties Table (Excerpt)

DesignationMass (kg/m)Area (cm²)Depth (mm)Width (mm)Web Thick. (mm)Flange Thick. (mm)Slope (°)Root Radius (mm)
CHG 160.760.97116103.23.2953.0
CHG 200.861.09920103.23.2953.0
CHG 404.826.14440325.07.5956.0

Important Notes

  • For compliance checking, values must be rounded as per IS 2:1960.
  • Use IS 1852:1985 for exact dimensional tolerance limits (typically ±1-3% depending on dimension).

Quick Reference: Tolerance Application Flow

flowchart TD
    A[Channel Section Dimensions] --> B{Check Dimensions}
    B -->|Within IS 1852 Limits| C[Accept Section]
    B -->|Outside Limits| D[Reject or Rework]
    C --> E[Round off values as per IS 2:1960]

For detailed tolerance values, refer to

7Rounding Off Numerical Values

Rounding Off Numerical Values as per IS 3954 referencing IS 2:1960

  • Rule: Final observed or calculated values must be rounded off according to IS 2:1960.
  • Significant Figures: The number of significant places in the rounded value should match that of the specified value in the standard.
  • This ensures consistency and compliance when comparing test/analysis results with standard requirements.

Key Table Extract: Sectional Properties (Clause 6.1, Table 6.2)

DesignationMass (kg/m)Sectional Area (cm²)Depth (mm)Width of Flange (mm)Thickness of Web (mm)Thickness of Flange (mm)Slope of FlangeRadius at Root (mm)Centre of Gravity (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.295°3.00.380.290.550.37
CHG 200.861.09920103.23.295°3.00.350.530.690.53
CHG 404.826.14440325.07.595°6.01.2513.595.756.79

Additional Notes:

  • Refer to IS 1852:1985 for rolling and cutting tolerances related to hot rolled steel products.
  • The standard IS 3954:1991 (Reaffirm
8Application and Use

IS 3954: Application and Use - Key Data

Sectional Properties (Clause 6.1, Table 6.2)

DesignationMass (kg/m)Sectional Area (cm²)Depth (mm)Width of Flange (mm)Thickness of Web (mm)Thickness of Flange (mm)Slope of FlangeRadius at Root (mm)Centre of Gravity (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.295°3.00.380.290.550.37
CHG 200.861.09920103.23.295°3.00.350.530.690.53
CHG 404.826.14440325.07.595°6.01.2513.595.756.79

Important Notes:

  • Slope of Flange: 95° typically for channel sections.
  • Radius at Root: Important for stress concentration considerations.
  • Moment of Inertia (Ixx): Used in bending calculations.
  • Section Modulus (Z): Used to determine bending stress:
    [ \sigma = \frac{M}{Z} ]

Application:

  • These channel sections are used in structural framing, supports, and bracing.
  • Selection depends on load, span, and deflection criteria.

Rounding Off:

  • Follow
9Manufacturing and Trade Practices

IS 3954: Manufacturing and Trade Practices - Key Specifications

1. Sectional Properties of Channels (Clause 6.1, Table 6.2 excerpt)

DesignationMass (kg/m)Sectional Area (cm²)Depth (mm)Width of Flange (mm)Thickness of Web (mm)Thickness of Flange (mm)Radius at Root (mm)Centre of Gravity (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.23.00.380.290.550.37
CHG 200.861.09920103.23.23.00.350.530.690.53
CHG 404.826.14440325.07.56.01.2513.595.756.79

2. Manufacturing & Trade Practices

  • Channels conform to rolling and cutting tolerances as per IS 1852:1985 (hot rolled steel products).
  • Designations and dimensions are standardized for uniformity in manufacture and trade.
  • Tolerances ensure interchangeability and quality control in production.

3. Important Notes

  • BIS holds copyright; free use allowed only for implementation details.
  • The standard is updated to reflect current manufacturing practices in India.
  • For detailed tolerances, refer to IS 1852:1985 alongside IS 3954.

Summary Diagram: Channel Section Properties

graph LR
10Annexures (if any)

IS 3954 Annexures: Key Tables & Specifications

1. Sectional Properties (Table 1, Clause 6.1)

DesignationMass (kg/m)Sectional Area (cm²)Depth (mm)Width of Flange (mm)Thickness of Web (mm)Thickness of Flange (mm)Slope of FlangeRadius at Root (mm)Radius at Toe (mm)Centre of Gravity (cm)Moment of Inertia (cm⁴)Radius of Gyration (cm)Section Modulus (cm³)
CHG 160.760.97116103.23.295°3.01.50.380.290.550.37
CHG 200.861.09920103.23.295°3.01.50.350.530.690.53
CHG 404.826.14440325.07.595°6.03.01.2513.595.756.79
  • Use: For design and checking tolerances of channel sections.
  • Units: Mass in kg/m, dimensions in mm or cm, moments in cm⁴ or cm³.

2. Rounding Off (IS 2:1960)

  • Final test or calculated values must be rounded off as per IS 2:1960 rules.
  • Retain the same number of significant figures as the specified value

Popular Questions About IS 3954

?What are the nominal dimensions specified for hot rolled steel channel sections under IS 3954?

IS 3954 specifies the nominal dimensions for hot rolled steel channel sections used in general engineering, including:

  • Depth (h): Overall height of the channel.
  • Flange width (b): Width of the channel's flanges.
  • Web thickness (t_w): Thickness of the vertical web.
  • Flange thickness (t_f): Thickness of the horizontal flanges.
  • Radius of root (r): Radius at the junction of web and flange.

The standard provides a detailed table with these dimensions, mass per meter, and sectional properties (moment of inertia, section modulus).

For structural channels, IS 808:1989 is referenced, which includes:

DesignationDepth (h) mmFlange Width (b) mmWeb Thickness (t_w) mmFlange Thickness (t_f) mmMass (kg/m)
75 x 4075404.57.1~6.0
100 x 50100505.08.0~9.0
..................

Note: For precise dimensions and sectional properties, refer to the detailed tables in IS 3954 and IS 808.

Loading diagram...
?How does IS 3954 define the designation system for channel sections?

IS 3954 Designation System for Channel Sections:

  • Hot rolled steel channel sections are designated by the prefix "CHG".
  • This is followed by a figure indicating the depth of the channel in millimeters (mm).

Example:
A channel section with a depth of 150 mm would be designated as CHG 150.


Key Symbols from IS 3954:

SymbolMeaningUnit
aSectional areacm²
mNominal mass = 0.785 × akg/m
IxxMoment of inertia about X-X axiscm⁴
IyyMoment of inertia about Y-Y axiscm⁴
ZxxSection modulus about X-X axiscm³
ZyySection modulus about Y-Y axiscm³
rxxRadius of gyration about X-X axiscm
ryyRadius of gyration about Y-Y axiscm

This system ensures a clear, standardized identification of channel sections by their depth, facilitating easy selection for engineering purposes.

?What tolerances apply to the rolling and cutting of channel sections as per this standard?

As per IS 3954 Clause 6.2, the tolerances for rolling and cutting of channel sections must comply with IS 1852:1985.

Key points:

  • IS 3954 specifies nominal dimensions and properties.
  • IS 1852:1985 details permissible dimensional deviations during rolling and cutting.
  • Typical tolerances in IS 1852 include:
    • Depth (h): ±1.5 mm
    • Width of flange (b): ±1.5 mm
    • Thickness of web and flange (w, t): ±0.3 mm
    • Length cutting tolerance: ±5 mm
  • These ensure the channel sections meet functional and fitment requirements.

For structural applications, IS 808:1989 covers dimensional standards for hot-rolled channels, but rolling/cutting tolerances are governed by IS 1852.


Summary Table (Typical tolerances from IS 1852):

DimensionTolerance
Depth of channel (h)±1.5 mm
Width of flange (b)±1.5 mm
Thickness of web (w)±0.3 mm
Thickness of flange (t)±0.3 mm
Length (cutting)±5 mm

This ensures quality and interchangeability of channel sections in engineering works.

?How do the sectional properties like moment of inertia and radius of gyration influence design decisions?

Sectional properties like Moment of Inertia (I) and Radius of Gyration (r) are critical in design decisions per IS 3954:

  • Moment of Inertia (Ixx, Iyy): Measures the section's resistance to bending about respective axes (X-X and Y-Y). Higher I means greater stiffness and less deflection under bending loads.
  • Radius of Gyration (r = √(I/A)): Indicates the distribution of area around the centroid, crucial for assessing buckling resistance. Larger r reduces slenderness ratio (L/r), improving stability under compression.

Influence on Design:

  • Bending Strength: Sections with higher Ixx are preferred for beams subjected to bending about the X-X axis.
  • Buckling Resistance: Sections with larger radius of gyration are chosen for columns to prevent buckling.
  • Section Modulus (Z): Used to calculate bending stress, higher Z means lower stress for given moment.

Summary Table (from IS 3954 Table 1):

SectionIxx (cm⁴)r_x (cm)Section Modulus Z_x (cm³)
CHG 160.290.550.37
CHG 200.530.690.53
CHG 4013.591.496.79

Designers select sections balancing these properties to meet strength, stiffness, and stability requirements efficiently.

?What is the difference between channel sections covered under IS 3954 and those under IS 808?

Difference between channel sections in IS 3954 and IS 808:

  • IS 808 (1989):

    • Covers hot rolled steel channels primarily for structural applications (beams, columns, angles).
    • Includes channels used by Posts & Telegraphs Dept and general gate channels.
    • Focuses on structural steel sections with standardized dimensions and properties for building and infrastructure.
  • IS 3954 (1991):

    • Covers hot rolled steel channel sections for general engineering purposes, not specifically structural.
    • Dimensions and masses are given in Table 1 of IS 3954, with rolling/cutting tolerances per IS 1852:1985.
    • These channels are intended for general engineering uses beyond structural framing, possibly machinery, fabrication, or other industrial applications.

Summary:

AspectIS 808IS 3954
ApplicationStructural steel sectionsGeneral engineering channel sections
Section typesChannels, beams, columns, anglesChannels only
FocusBuilding and infrastructureEngineering and fabrication
Dimensional detailsStandardized for structural designDimensions & mass for general use
TolerancesAs per IS 1852As per IS 1852

This distinction helps select the correct channel type based on whether the use is structural or general engineering.

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