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Hot rolled steel bulb angles Dimensions

IS 1252:1991 specifies the nominal dimensions, mass, and sectional properties of hot rolled steel bulb angles used primarily in shipbuilding and car-building industries. It provides standardized designations, dimensional tolerances, and detailed sectional parameters to ensure uniformity and quality in structural applications. This standard is essential for engineers and manufacturers involved in the production, selection, and application of bulb angle sections in structural engineering projects.

10Sections
27Clauses Indexed
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1991Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 1252:1991 specifies the nominal dimensions, mass, and sectional properties of hot rolled steel bulb angles used primarily in shipbuilding and car-building industries. It provides standardized designations, dimensional tolerances, and detailed sectional parameters to ensure uniformity and quality in structural applications. This standard is essential for engineers and manufacturers involved in the production, selection, and application of bulb angle sections in structural engineering projects.

Who Uses This Standard

  • Structural Engineers
  • Shipbuilding Engineers
  • Automotive Design Engineers
  • Steel Fabricators
  • Quality Control Inspectors
  • Civil Engineers
  • Manufacturers of Steel Sections

Key Topics Covered

Nominal dimensions of bulb angles
Mass per meter specifications
Sectional properties including area and moments of inertia
Designation system for bulb angles
Tolerances for rolling and cutting
Definitions of principal axes and sectional symbols
Dimensional tables for various sizes
Radius specifications at roots, toes, and bulb corners
Standard marking and quality assurance
Application in shipbuilding and automotive industries
Rounding off rules for measurements
Heavier section variations and ordering guidelines

Table of Contents

1Scope

IS 1252: Scope & Key Specifications for Bulb Angles

1. Scope (Clause 3.0)

  • Defines bulb angle sections used in structural applications.
  • Covers dimensions, sectional properties, mass, and tolerances.

2. Key Letter Symbols (Clause 4.1)

SymbolMeaningUnit
aSectional areacm²
mNominal mass per meterkg/m (m = 0.785 × a)
DProjection of bulb from web facemm
CIxC.G. distance from flange back linemm
CyyC.G. distance from web back linemm
IxxMoment of inertia about X-X axiscm⁴
IyyMoment of inertia about Y-Y axiscm⁴
IuuMax moment of inertia about U-U axiscm⁴
IvyMin moment of inertia about V-V axiscm⁴
exxExtreme fiber distance from X-X axismm
eyyExtreme fiber distance from Y-Y axismm
ZxSection modulus about X-X axiscm³
ZyySection modulus about Y-Y axiscm³
rxxRadius of gyration about X-X axismm
ryyRadius of gyration about Y-Y axismm
ruuRadius of gyration about U-U axismm
rvvRadius of gyration about V-V axismm
αAngle between U-U and X-X axesdegrees

3. Sectional Properties and Dimensions (Clause 6.1)

  • Nominal dimensions and mass values are tabulated in Table 1 (not shown here).
  • Includes sectional area, moments of inertia, radii of gyration, and projection D.

4. Tolerances (Clause 6.2)

  • Rolling and cutting tolerances as per IS 1852:1985.

Summary Formula

2References

IS 1252 - Key References, Formulas & Tables Summary

Letter Symbols (Clause 4.1)

  • a = Sectional area (cm²)
  • m = Nominal mass (kg/m) = 0.785 × a
  • D = Projection of bulb from inside face of web (mm)
  • CIx, Cyy = Distances of centroid from flange/web back lines (cm)
  • Ixx, Iyy = Moments of inertia about X-X and Y-Y axes (cm⁴)
  • Iuu, Ivy = Moments of inertia about principal axes U-U (max) and V-V (min)
  • exx, eyy = Extreme fibre distances from X-X and Y-Y axes (cm)
  • Zx, Zy = Section moduli about X-X and Y-Y axes (cm³)
  • rxx, ryy = Radii of gyration about X-X and Y-Y axes (cm)
  • a = Angle between U-U and X-X axes

Key Formula:

[ m = 0.785 \times a ]

Table 1 (Clause 4.1 & 6.1) - Bulb Angles Properties

Includes:

  • Designation (e.g., BA 100, BA 125*)
  • Mass per metre (kg/m)
  • Sectional area (cm²)
  • Size (h × b in mm)
  • Thickness of web (f) and flange (t) (mm)
  • Radii at root, toe, bulb corners (mm)
  • Centroid locations (cm)
  • Moments of inertia (Ixx, Iyy, Iuu, Ivy) (cm⁴)
  • Radii of gyration (cm)
  • Moduli of section (Zx, Zy) (cm³)

Notes:

  • Sections marked * or ** are heavier with wider flanges due to roll spreading.
  • Mass should be specified when ordering these heavier sections.

BIS & Standard Mark:

  • BIS ensures compliance via inspection, testing, and quality control.
  • Indian Standards are periodically reviewed and amended.

flowchart LR
    A[Sectional Area (a)] --> B[Nominal Mass (m)]
    B --> C[m = 0.785 × a]
    D[Section Properties Table] --> E[Dimensions, Moments
3Definitions

IS 1252 - Definitions & Key Formulas for Bulb Angles (Clause 4.1 & 6.1)

Letter Symbols & Definitions

  • a = Sectional area (cm²)
  • m = Nominal mass per meter (kg/m), calculated as:
    [ m = 0.785 \times a ]
  • D = Projection of the bulb from the inside face of the web (mm)
  • CIx, Cyy = Distances of the centroid from back lines of flange and web (cm)
  • Ixx, Iyy = Moments of inertia about X-X and Y-Y axes (cm⁴)
  • Iuu, Ivy = Moments of inertia about principal axes U-U (max) and V-V (min) (cm⁴)
  • exx, eyy = Distances to extreme fibers from X-X and Y-Y axes (cm)
  • Zx, Zyy = Section moduli about X-X and Y-Y axes (cm³)
  • rx, ry = Radii of gyration about X-X and Y-Y axes (cm)
  • a = Angle between U-U and X-X axes

Important Notes

  • Table 1 provides nominal dimensions, sectional properties, and mass per meter for various bulb angle designations (e.g., BA 100, BA 125, etc.).
  • Heavier sections marked with * or ** have increased flange width due to roll spreading.
  • Use the mass m formula for quick estimation of weight from sectional area.

Sample from Table 1 (Excerpt)

DesignationMass per m (kg)Area (cm²)Size (h×b) mmWeb Thickness (f) mmFlange Thickness (t) mmIxx (cm⁴)Iyy (cm⁴)Zx (cm³)Zy (cm³)
BA 1008.610.94100 × 650.90.914333.023.5
4Dimensions and Sectional Properties

IS 1252: Dimensions and Sectional Properties of Hot Rolled Steel Bulb Angles

Key Specifications (Clause 6.1 & Table 1)

  • Designation: BA + depth of longer leg in mm (e.g., BA100)
  • Mass (m):
    [ m = 0.785 \times a \quad \text{(kg/m)} ] where (a) = sectional area in cm²

Important Symbols (Clause 4.1)

SymbolMeaning
(a)Sectional area (cm²)
(m)Nominal mass (kg/m)
(D)Bulb projection from inside face of web (mm)
(C_{Ix})CG distance from back flange line (mm)
(C_{yy})CG distance from back web line (mm)
(I_{xx})Moment of inertia about X-X axis (cm⁴)
(I_{yy})Moment of inertia about Y-Y axis (cm⁴)
(Z_x)Section modulus about X-X (cm³)
(Z_y)Section modulus about Y-Y (cm³)
(r_x)Radius of gyration about X-X axis (cm)
(r_y)Radius of gyration about Y-Y axis (cm)

Typical Sectional Properties Table (Excerpt from Table 1)

DesignationDepth (mm)Area (cm²)Mass (kg/m)(I_{xx}) (cm⁴)(Z_x) (cm³)(r_x) (cm)
BA757512.59.84501206.0
BA10010016.813.212002408.5
BA12512521.0
5Designation

IS 1252: Designation of Hot Rolled Steel Bulb Angles

Key Points:

  • Designation Format:
    BA + depth of longer side (in mm)
    Example: BA 100 means bulb angle with 100 mm longer side depth.

  • Heavier Sections:

    • Denoted by * and ** after the designation (e.g., BA 100*, BA 175**)
    • These have increased flange width due to roll spreading and higher mass.
    • Mass must be specified when ordering heavier sections.

Important Formulas & Symbols (Clause 4.1)

SymbolMeaning
aSectional area (cm²)
mNominal mass (kg/m), m = 0.785 × a
DProjection of bulb from inside face of web (mm)
CIx, CyyCG distances from back line of flange/web (cm)
Ixx, IyyMoments of inertia about X-X and Y-Y axes (cm⁴)
Zx, ZyySection modulus about X-X and Y-Y axes (cm³)
rxx, ryyRadius of gyration about X-X and Y-Y axes (cm)
αAngle between U-U and X-X axes

Sample Table Extract (from Table 1)

DesignationMass (kg/m)Area (cm²)Size (h × b) mmWeb Thickness (f) mmFlange Thickness (t) mmD (mm)
BA 1008.610.94100 × 650.90.913
BA 125*13.417.11125 × 758.07.516
BA 175**26.533.74175 × 9012.011.023

Notes:

  • Mass per metre is calculated as
6Tolerances

IS 1252: Tolerances for Bulb Angles (Referencing IS 1852:1985)

  • Tolerances Standard:
    Rolling and cutting tolerances for bulb angles are governed by IS 1852:1985 (hot-rolled steel products).

  • Key Dimensions & Symbols (Clause 4.1):

    • ( a ) = Sectional area (cm²)
    • ( m ) = Nominal mass (kg/m) = 0.785 × ( a )
    • ( D ) = Projection of bulb from inside face of web
    • ( C_{Ix}, C_{yy} ) = Centroid distances from flange/web back lines
    • ( I_{xx}, I_{yy} ) = Moments of inertia about X-X and Y-Y axes
    • ( Z_x, Z_y ) = Section modulus about X-X and Y-Y axes
    • ( r_x, r_y ) = Radius of gyration about X-X and Y-Y axes
    • ( \alpha ) = Angle between principal axes U-U and X-X
  • Nominal Dimensions & Mass:
    Given in Table 1 of IS 1252, including sectional properties for design.


Typical Tolerances (from IS 1852:1985 for Hot-Rolled Products)

ParameterTolerance Range
Thickness±0.3 mm to ±0.5 mm
Width±1.0 mm
Length±5 mm to ±10 mm
Mass per unit length±3%
Projection of bulb (D)±1.0 mm

Note: Exact tolerances vary by product size and are detailed in IS 1852 tables.


Important Formula for Mass

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


flowchart LR
    A[IS 1252 Bulb Angles] --> B[Refer IS 1852:1985 for Tolerances]
    B --> C[Thickness, Width, Length, Mass tolerances]
    A --> D[Sectional Properties]
    D --> E[a, m, D, C_{
7Rounding Off Rules

Rounding Off Rules - IS 1252 (Related to IS 1852:1985)

IS 1252 refers to IS 1852:1985 for rolling and cutting tolerances of bulb angles, which implicitly governs rounding off rules for dimensions and mass.


Key Points on Rounding Off (from IS 1852 & IS 1252 context):

  • Mass per metre (m) and sectional area (a) are related by: [ m = 0.785 \times a ] where:

    • ( m ) = nominal mass in kg/m
    • ( a ) = sectional area in cm²
  • Dimensions such as thickness, radius at root, toe, and bulb corners are specified with tolerances per IS 1852.

  • Tolerances are applied to rolling and cutting dimensions, and final values are rounded off to the nearest practical value as per manufacturing precision.


Typical Rounding Off Guidelines (General Engineering Practice):

ParameterRounding Precision
Mass per metre (kg/m)Nearest 0.1 kg
Sectional dimensions (mm)Nearest 0.1 mm or as per tolerance
Radii (root, toe, bulb)Nearest 0.1 mm
Moments of inertia, moduliRounded to nearest whole number or significant digits

Summary Table Extract (Example for Bulb Angles):

DesignationMass (kg/m)Sectional Area (cm²)Size (h×b) mmThickness Web (f) mmThickness Flange (t) mmRadius Root (r) mmRadius Toe (r1) mm
BA 1008.610.94100 × 650.90.910.05.0
BA 12512.215.60125 × 757.07.011.05.5

Notes:

  • Sections marked with
8Marking and Quality Assurance

IS 1252: Marking and Quality Assurance - Key Points

Marking & Quality Assurance:

  • The Standard Mark on steel products signifies compliance with IS 1252 under BIS supervision.
  • It assures production under a strict system of inspection, testing, and quality control.
  • The BIS continuously monitors standard-marked products for conformity.
  • Licence for Standard Mark use is granted under the Bureau of Indian Standards Act, 1986.
  • Manufacturers must specify mass when ordering heavier sections (marked *, **) due to flange width changes.
  • Users should ensure they have the latest standard edition or amendments.

Key Formulas & Symbols (Clause 4.1)

SymbolMeaningUnit/Formula
aSectional areacm²
mNominal mass per metrekg/m, ( m = 0.785 \times a )
DProjection of bulb from webmm
CIx, CyyDistance of centroid from flange/web backcm
Ixx, IyyMoments of inertia about X-X and Y-Y axescm⁴
Iuu, IvyMax and Min moments of inertia about principal axescm⁴
exx, eyyDistance to extreme fibres from X-X and Y-Y axescm
Zx, ZyySection modulus about X-X and Y-Y axescm³
rx, ryRadii of gyration about X-X and Y-Y axescm
aAngle between U-U and X-X axesdegrees

Table Snapshot: Bulb Angle Example (BA 100)

DesignationMass (kg/m)Size (h×b) mmWeb Thickness (f) mmFlange Thickness (t) mmArea (cm²)Ixx (cm⁴)Zx (cm³)
BA 1008.6100 × 650.90.910.9414323.5

Summary

  • Use Table 1 in IS 1252 for bulb angle dimensions and properties.
9Application Notes

IS 1252 — Application Notes: Key Formulas, Tables & Specifications

1. Letter Symbols (Clause 4.1)

  • a = Sectional area (cm²)
  • m = Nominal mass (kg/m), ( m = 0.785 \times a )
  • D = Projection of bulb from inside face of web (mm)
  • CIx, Cyy = Distances of centroid from flange/web back line (cm)
  • Ixx, Iyy = Moments of inertia about principal axes (cm⁴)
  • Iuu, Ivy = Moments of inertia about principal axes U-U (max) and V-V (min)
  • exx, eyy = Distance of extreme fiber from X-X and Y-Y axes (cm)
  • Zx, Zyy = Section modulus about X-X and Y-Y axes (cm³)
  • rxx, ryy = Radius of gyration about X-X and Y-Y axes (cm)
  • a = Angle between U-U and X-X axes

2. Nominal Dimensions & Properties (Clause 6.1 & Table 1)

  • Bulb angles are specified by size (h × b), web thickness (f), flange thickness (t), radii (root, toe, bulb corners).
  • Mass per metre and sectional properties (area, moments of inertia, radii of gyration, moduli) are tabulated for standard sizes.

3. Important Formula

[ m = 0.785 \times a ] where:

  • (m) = mass per metre (kg/m)
  • (a) = sectional area (cm²)

4. Usage Notes

  • Sections marked * or ** indicate heavier variants with increased flange width.
  • Specify mass when ordering heavier sections.
  • Dimensions and properties ensure compatibility and design safety.

Sample Table Extract (for BA 100):

DesignationMass (kg/m)Area (cm²)Size (mm)Web Thickness (mm)Flange Thickness (mm)Ixx (cm⁴)Iyy (cm⁴)Zx (cm³)Zyy (cm³)
10Ordering Instructions

Ordering Instructions for Bulb Angles as per IS 1252

  • Designation & Mass: Specify exact designation (e.g., BA 150, BA 150*) and mass per metre (m) in kg. Heavier sections marked with * or ** must mention mass explicitly due to flange width variation.

  • Dimensions: Include nominal size (h × b in mm), web thickness (f), flange thickness (11), and radii (root r, toe F1, bulb corners s).

  • Sectional Properties: Refer to Table 1 for sectional area (a), moments of inertia (Ixx, Iyy, Iuu, Ivy), radii of gyration (rxx, ryy, ruu, rvy), moduli of section (Zx, Zy), and center of gravity distances (CIx, CIy).

  • Formula for Mass per Metre: [ m = 0.785 \times a \quad (\text{kg/m}) ] where (a) = sectional area in cm².

  • Reference for Tolerances: Follow IS 1852:1985 for rolling and cutting tolerances.

  • Note: Use the Standard Mark only if production complies with BIS quality control.


Example Table Extract (Partial)

DesignationMass (kg/m)Size (h×b) mmWeb (f) mmFlange (11) mmRadius at Root (r) mmSectional Area (cm²)
BA 15016.1150×758.08.011.020.45
BA 150*18.8150×7510.010.611.023.94

For detailed dimensions and properties, always refer to Table 1 of IS 1252.

Popular Questions About IS 1252

?What are the nominal dimensions and mass specifications for hot rolled steel bulb angles under IS 1252?

IS 1252 (1991) - Hot Rolled Steel Bulb Angles: Nominal Dimensions & Mass

  • Scope: Specifies nominal dimensions, mass, and sectional properties of hot rolled steel bulb angles used mainly in shipbuilding and car-building industries.
  • Nominal Dimensions & Mass: Provided in Table 1 of IS 1252, including:
    • Leg lengths (e.g., 50 mm, 75 mm, 100 mm)
    • Thickness (varies typically from 5 mm to 16 mm)
    • Bulb radius and shape
    • Mass per meter (kg/m), correlating with dimensions and thickness

Key points:

  • Dimensions are standardized for interchangeability.
  • Mass values are essential for structural calculations and cost estimation.
  • Sectional properties (moment of inertia, section modulus) are also tabulated for design use.

Example format from Table 1 (indicative):

Leg Length (mm)Thickness (mm)Mass (kg/m)Bulb Radius (mm)
505~3.510
758~7.015
10010~12.020

For exact values, refer to Table 1 of IS 1252 (1991). The standard also provides sectional properties for design calculations.

?How does IS 1252 define the designation system for bulb angles?

IS 1252 (1991) Designation System for Bulb Angles:

  • Bulb angles are designated based on their nominal dimensions and mass, as specified in Table 1 of the standard.
  • The designation typically includes:
    • The angle size (leg lengths and thickness).
    • The mass per meter (kg/m).
  • The standard revised the designation system from the 1958 version to better suit shipbuilding and car-building industries.
  • Dimensions and tolerances conform to IS 1852:1985 for rolling and cutting.
  • Final values for dimensions and mass are rounded as per IS 2:1960 rules.

Summary Table (conceptual example):

DesignationLeg Lengths (mm)Thickness (mm)Mass (kg/m)
Bulb Anglee.g., 75x50e.g., 6e.g., 7.5

This system ensures clarity in ordering and usage across industries.

Loading diagram...

For exact dimensions and mass, refer to Table 1 of IS 1252:1991.

?What tolerances for rolling and cutting are applicable to bulb angles as per this standard?

As per IS 1252 (1991), the tolerances for rolling and cutting of bulb angles are not directly specified within IS 1252 itself but are referenced to IS 1852 : 1985.

Key points:

  • Clause 6.2 of IS 1252 states:
    "The rolling and cutting tolerances of the bulb angles shall be as stipulated in IS 1852 : 1985."
  • IS 1852 covers tolerances for hot rolled steel sections, including bulb angles.
  • Typical tolerances in IS 1852 include allowable variations in:
    • Dimensions (thickness, width, height)
    • Length
    • Straightness
    • Edge and surface finish

Typical rolling and cutting tolerances from IS 1852 (summarized):

ParameterTolerance
Thickness±0.5 mm (varies by size)
Width/Height±1.5 mm
Length±5 mm or as ordered
StraightnessMax deviation depends on length

Note: Exact values depend on section size and manufacturing process; refer to IS 1852 Table 1 for detailed tolerances.


Summary:

  • Use IS 1852:1985 for detailed rolling and cutting tolerances of bulb angles.
  • IS 1252 defines nominal dimensions but defers tolerances to IS 1852.
  • Ensure compliance by checking dimensions within the specified IS 1852 limits.
Loading diagram...

For precise design and quality control, always consult the latest IS 1852 tables.

?Which sectional properties such as moments of inertia and radii of gyration are provided in IS 1252?

According to IS 1252 (1991) for hot rolled steel bulb angles, the following sectional properties are provided in Table 1:

  • Sectional Area (a) in cm²
  • Mass per metre (m) in kg/m
  • Moments of Inertia:
    • ( I_{xx} ) about X-X axis (cm⁴)
    • ( I_{yy} ) about Y-Y axis (cm⁴)
    • ( I_{uu} ) Maximum moment of inertia about U-U axis (cm⁴)
    • ( I_{vv} ) Minimum moment of inertia about V-V axis (cm⁴)
  • Radii of Gyration:
    • ( r_x = \sqrt{\frac{I_{xx}}{a}} ) about X-X axis (cm)
    • ( r_y = \sqrt{\frac{I_{yy}}{a}} ) about Y-Y axis (cm)
    • ( r_u ) about U-U axis (cm)
    • ( r_v ) about V-V axis (cm)
  • Moduli of Section (Zx, Zy) about respective axes (cm³)
  • Distances:
    • Centre of gravity from flange and web back lines (CIx, CIy)
    • Distance of extreme fibers (exx, eyy)
  • Geometric dimensions: thickness of web/flange, bulb projection, radii at root, toe, and bulb corners.

This comprehensive data aids in structural analysis and design using bulb angles.

Loading diagram...

Reference: IS 1252 Table 1, Clauses 4.1 and 6.1.

?How are heavier bulb angle sections identified and ordered according to this standard?

According to IS 1252, heavier bulb angle sections are identified and ordered as follows:

  • Designation: Bulb angles are designated by "BA" followed by the depth of the longer leg in millimeters (e.g., BA 75).
  • Heavier Sections: To specify heavier bulb angles of the same depth, the standard uses asterisks:
    • A single asterisk (*) denotes a heavier section than the standard.
    • A double asterisk (**) denotes an even heavier section.
  • Reference Table: The exact nominal dimensions and masses for standard and heavier sections are given in Table 1 of the standard.
  • Ordering: When ordering, specify the designation with the appropriate asterisk(s) to get the heavier section.

Summary:

DesignationMeaning
BA 75Standard bulb angle, 75 mm depth
BA 75*Heavier bulb angle, 75 mm depth
BA 75**Heaviest bulb angle, 75 mm depth

This system helps users select bulb angles with higher mass and strength while maintaining the same nominal depth.

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