IS 53841985AI Search Enabled✦ AI Generated

Aluminium I-beam
1985 Edition

The 1985 edition of IS 5384 outlines the required material criteria, dimensions, sectional characteristics, and marking guidelines for aluminium I-beams intended for structural uses. This standard covers aluminium I-beams fabricated from specific alloys and tempers, guaranteeing uniform quality and performance for engineering and construction applications. It is a vital reference for manufacturers, designers, and engineers engaged with aluminium structural elements.

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1985Edition
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What This Standard Covers

The 1985 edition of IS 5384 outlines the required material criteria, dimensions, sectional characteristics, and marking guidelines for aluminium I-beams intended for structural uses. This standard covers aluminium I-beams fabricated from specific alloys and tempers, guaranteeing uniform quality and performance for engineering and construction applications. It is a vital reference for manufacturers, designers, and engineers engaged with aluminium structural elements.

Who Uses This Standard

  • Structural Design Engineers
  • Civil Engineering Professionals
  • Architectural Designers
  • Producers of Aluminium Sections
  • Construction Site Supervisors
  • Quality Assurance Inspectors
  • Material Acquisition Experts

Key Topics Covered

Specifications for aluminium materials and approved alloys
Dimensional data and sectional attributes for aluminium I-beams
Requirements for identification and marking
Manufacturing tolerances and allowable deviations
Sectional properties including inertia moments and torsion constants
Guidelines for packaging and transportation
Protocols for numerical rounding in compliance
Custom dimensions and sectional variations by agreement
Definitions of geometric axes and associated symbols
Compliance with relevant aluminium alloy standards
Scope of application in structural and general engineering

Table of Contents

1Application Scope and Fundamental Specifications

Overview of IS 5384: Aluminium Beam Dimensions & Properties

Scope (Clauses 2.0 & 6.1): This code defines the dimensional details, sectional characteristics, and mass specifications for Indian Standard Aluminium Beams, considering aluminium density at 2.7 g/cm³.


Principal Parameters (Clause 3.1):

SymbolDescription
MMass per unit length (kg/m)
aCross-sectional area (cm²)
hBeam depth (mm)
bFlange width (mm)
twWeb thickness (mm)
ffFlange thickness (mm)
rRoot radius (mm)
IxMoment of inertia around X-X axis (cm⁴)
IyMoment of inertia around Y-Y axis (cm⁴)
rxRadius of gyration about X-X axis (cm)
ryRadius of gyration about Y-Y axis (cm)
ZxSection modulus about X-X axis (cm³)
ZySection modulus about Y-Y axis (cm³)
KTorsional constant (cm⁴)

Sample Data (ALB 60x30-1.5):

ParameterValue
Mass per metre (M)1.5 kg/m
Sectional area (a)5.73 cm²
Depth (h)60 mm
Flange width (b)30 mm
Web thickness (tw)4.0 mm
Flange thickness (ff)6.0 mm
Root radius (r)5.0 mm
Moment of inertia Ix31.2 cm⁴
Moment of inertia Iy2.7 cm⁴
Radius of gyration rx2.33 cm
Radius of gyration ry0.69 cm
Section modulus Zx10.4 cm³
2Terminology and Parameter Definitions

IS 5384 - Terminology and Key Parameters for Aluminium Beams

Symbols and Their Meanings (Clause 3.1)

SymbolDefinition
aCross-sectional area (cm²)
MMass per unit length (kg/m)
IxMoment of inertia about X-X axis (cm⁴)
IyMoment of inertia about Y-Y axis (cm⁴)
ZxSection modulus about X-X axis (cm³)
ZySection modulus about Y-Y axis (cm³)
rxRadius of gyration about X-X axis (cm)
ryRadius of gyration about Y-Y axis (cm)
KTorsional constant (cm⁴)

Notes:

  • Mass per unit length is calculated based on aluminium density of 2.7 g/cm³ (Clause 2.7).
  • Dimensions such as depth (h), flange width (b), web thickness (tw), flange thickness (ff), and root radius (r) are expressed in millimeters.
  • Moments of inertia, section moduli, and torsion constant values are provided in cm⁴ or cm³.

Excerpts from Typical Section Properties (Table 1):

DesignationM (kg/m)a (cm²)h (mm)b (mm)tw (mm)ff (mm)r (mm)Ix (cm⁴)Iy (cm⁴)rx (cm)ry (cm)Zx (cm³)Zy (cm³)K (cm⁴)
ALB 60x30-1.91.97.2160305.08.05.037.23.72.270.7112.42.51.7
3Symbol Notations and Calculations

IS 5384 - Symbol Notations & Essential Parameters for Aluminium Beams

Clause 3.1 - Symbol Definitions:

SymbolExplanation
aCross-sectional area (cm²)
MMass per unit length (kg/m)
IxMoment of inertia about X-X axis (cm⁴)
IyMoment of inertia about Y-Y axis (cm⁴)
ZxSection modulus about X-X axis (cm³)
ZySection modulus about Y-Y axis (cm³)
rxRadius of gyration about X-X axis (cm)
ryRadius of gyration about Y-Y axis (cm)
KTorsional constant (cm⁴)

Formulas:

  • Radius of Gyration:

[ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}} ]

  • Section Modulus:

[ Z_x = \frac{I_x}{c_x}, \quad Z_y = \frac{I_y}{c_y} ]

where (c_x, c_y) represent distances from the neutral axis to the furthest fiber.


Selected Data from Table 1:

DesignationM (kg/m)a (cm²)h (mm)b (mm)tw (mm)tf (mm)r (mm)Ix (cm⁴)Iy (cm⁴)rx (cm)ry (cm)Zx (cm³)Zy (cm³)K (cm⁴)
ALB 40x20-0.40.41.6640202.02.04.04.10.31.570.412.00.30
4Beam Designations and Primary Properties

IS 5384: Aluminium Beam Designations & Core Properties

Summary of Aluminium Beam Designations (Clause 6.1)

ParameterSymbolUnitDescription
Mass per unit lengthMkg/mWeight per meter of beam
Cross-sectional areaacm²Area of cross-section
Beam depthhmmTotal vertical depth
Flange widthbmmWidth of flange
Web thicknesstwmmThickness of web
Flange thicknessffmmThickness of flange
Root radiusrmmRadius at web-flange junction
Moment of inertiaIx, Iycm⁴Resistance to bending about X and Y axes
Radius of gyrationrx, rycmStability measure about X and Y axes
Section modulusZx, Zycm³Strength measure for bending
Torsion constantKcm⁴Resistance to twisting

Notes:

  • Designations such as ALB 40x20-0.4 represent beam depth × flange width - mass per meter.
  • All listed dimensions and properties are standardized to assist in design and selection.
  • Aluminium alloys must comply with IS 733-1983 (Clause 5.1.1).

Example Section (ALB 60x30-1.5):

  • Mass: 1.5 kg/m
  • Cross-sectional area: 5.73 cm²
  • Depth: 60 mm
  • Flange width: 30 mm
  • Web thickness: 4 mm
  • Flange thickness: 6 mm
  • Ix: 31.2 cm⁴, Iy: 2.7 cm⁴
  • Section modulus Zx: 10.4 cm³

Fundamental Equations:

  • Moment of inertia: ( I = \int y^2 dA )
  • Section modulus: ( Z = \frac{I}{c} ), where (c) is distance from neutral axis to outer fiber
5Material Specifications

IS 5384 - Specifications for Materials in Aluminium Beams

Aluminium Beam Data (Clause 6.1 & Table 1)

ParameterDescriptionUnit
Mass per unit length (M)Weight per meter lengthkg/m
Cross-sectional area (A)Area of the cross-sectioncm²
Beam depth (h)Overall vertical dimensionmm
Flange width (b)Width of the flangemm
Web thickness (tw)Thickness of the vertical webmm
Flange thickness (ff)Thickness of the flangemm
Root radius (r)Fillet radius at junction of flange and webmm
Moment of inertia (Ix, Iy)Bending resistance about X and Y axescm⁴
Radius of gyration (rx, ry)Stability parameter about X and Y axescm
Section modulus (Zx, Zy)Bending strength about X and Y axescm³
Torsion constant (κ)Resistance to twistingcm⁴

Aluminium Density

  • The density considered is 2.7 g/cm³ (Clause 2.7).

Alloy Compliance

  • All aluminium alloys and tempers used must conform to IS 733-1983 (Clause 5.1.1).

Sample Data (ALB 60x30-1.5):

  • Mass: 1.5 kg/m
  • Area: 5.73 cm²
  • Depth: 60 mm
  • Flange width: 30 mm
  • Web thickness: 4 mm
  • Flange thickness: 6 mm
  • Root radius: 5 mm
  • Ix: 31.2 cm⁴, Iy: 2.7 cm⁴
  • Section modulus Zx: 10.4 cm³
  • Torsion constant κ: 0.824 cm⁴

This data supports the selection of aluminium beam sections based on criteria such as bending, torsion, and structural stability. For comprehensive design guidance, consult IS 5384 and IS 733 alloy specifications.

6Dimensional and Sectional Characteristics

IS 5384 - Aluminium I-Beams: Dimensions and Sectional Properties

Core Specifications (Clause 6.1)

  • Dimensions and mass per meter of aluminium I-beams are standardized according to Table 1.
  • Sectional properties include:
    • Moments of inertia (Ix, Iy)
    • Section moduli (Zx, Zy)
    • Radii of gyration (rx, ry)
    • Torsion constant (K)
  • Dimensions specified:
    • Depth (h) in millimeters
    • Flange width (b) in millimeters
    • Web thickness (tw) and flange thickness (tf) in millimeters
    • Root radius (r) in millimeters

Example Extract (Units in mm, cm², cm³, cm⁴)

DesignationMass (kg/m)Area (cm²)Depth (h)Flange width (b)Web thickness (tw)Flange thickness (tf)Ix (cm⁴)Zx (cm³)K (cm⁴)
ALB 60x30-1.51.55.7360304.06.031.210.40.824
ALB 100x50-3.93.914.42100505.010.0230.946.24.27

Dimensional Tolerances

  • Tolerances on dimensions are regulated strictly as per IS 3965-1981 to ensure uniformity.

Important Design Equations:

  • Moment of Inertia (Ix, Iy): Provided in Table 1 for each section.
  • Section Modulus: [ Z_x = \frac{I_x}{y_{max}}, \quad Z_y = \frac{I_y}{x_{max}} ]
  • Radius of Gyration: [ r_x = \sqrt{\frac{I_x}{A}}, \quad r_y = \sqrt{\frac{I_y}{A}} ]
7Packaging and Identification

IS 5384: Guidelines on Packaging and Marking

  • Density Reference: Aluminium alloy beams are based on a density of 2.7 g/cm³ (Clause 2.7).

  • Marking Requirements (Clause 8.2):

    • Aluminium I-beams can be marked with the ISI Certification Mark.
    • The ISI mark confirms compliance with Indian Standards through rigorous inspection and quality assurance.
    • The use of ISI Mark is governed by the Indian Standards Institution (Certification Marks) Act.
    • Continuous monitoring by ISI ensures ongoing conformity.
  • Packaging and Marking Details:

    • Specific packaging formulas or tables are not provided in the clauses.
    • Markings usually include:
      • Manufacturer’s identification
      • ISI certification mark (optional but advised)
      • Section dimensions and alloy grade

Summary Table of Marking Elements

Marking ComponentDescription
Manufacturer IDName or code of the producer
ISI Certification MarkOptional symbol indicating compliance
Section Size & GradeDimensions and alloy classification

Additional Recommendations:

  • Packaging should safeguard beams against damage and corrosion during shipping.
  • Markings must be clear, permanent, and easily visible.
flowchart LR
    A[Production] --> B[Quality Inspection]
    B --> C[Marking Process]
    C --> D[Packaging]
    D --> E[Dispatch]
    C --> F[ISI Marking (Optional)]
8Marking Protocols

IS 5384: Marking Instructions for Aluminium I-Beams

Essential Markings (Clauses 8.1 & 8.2)

  • Aluminium I-beams should be clearly labeled with:
    • Beam designation
    • Aluminium alloy and temper
    • Manufacturer’s name
    • Batch number and manufacturing year
  • The ISI Certification Mark may optionally be displayed, signifying adherence to IS standards under ISI supervision.

ISI Certification Mark

  • Regulated by the Indian Standards Institution (Certification Marks) Act.
  • Provides assurance of product quality through testing, inspection, and continuous surveillance.

Extract from Table 1 (Clause 6.1) — Dimensions & Properties

DesignationMass (kg/m)Cross-sectional Area (cm²)Depth (mm)Flange Width (mm)Web Thickness (mm)Flange Thickness (mm)Moment of Inertia Ix (cm⁴)Section Modulus Zx (cm³)
ALB 40x20-0.40.41.6640202.02.04.12.0
ALB 60x30-1.91.97.2160305.08.037.212.4
ALB 100x50-3.93.914.42100505.010.0230.946.2
ALB 150x80-8.18.129.98150808.012.01075.7143.4

For full details, consult IS 5384 Table 1.


Rounding Off Values

9Rounding of Numerical Data

IS 5384 - Guidelines on Rounding Numerical Values

  • Rounding Principle: Numerical results, whether measured or computed, must be rounded in accordance with IS 2:1960 which outlines the rules for rounding numbers.

  • Precision: The rounded figure should maintain the same number of significant digits as the value specified in the standard.

Summary of IS 2:1960 Rounding Rules

Digit to RoundAction
Less than 5Round down (truncate)
5 or greaterRound up the preceding digit

Illustrative Example:

  • Given value: 12.3 (3 significant digits)
  • Calculated value: 12.3456 → Rounded to 12.3

Additional Information:

  • This process ensures uniformity and precision in reporting results.
  • These rounding rules apply to all Indian Standards referencing IS 2:1960.
flowchart LR
    A[Computed Value] --> B{Is next digit < 5?}
    B -->|Yes| C[Round Down]
    B -->|No| D[Round Up]
    C --> E[Final Rounded Number]
    D --> E

Reference: IS 5384 (1986), IS 2:1960

Popular Questions About IS 5384

?What aluminium alloys and tempers are authorized for producing I-beams as per IS 5384?

IS 5384 (1985) mandates that aluminium alloys and tempers used in manufacturing I-beams must comply with IS 733-1983, which specifies standards for aluminium and aluminium alloy ingots and castings. Commonly employed structural alloys include IS 733 Alloy 6061 and Alloy 6063, primarily from the Al-Mg-Si series, with temper conditions such as T6 (solution heat-treated and artificially aged) typically utilized for structural applications. This ensures that I-beams possess necessary strength, corrosion resistance, and workability.

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?Which are the prescribed dimensions and sectional properties for aluminium I-beams under IS 5384?

IS 5384 specifies aluminium I-beams with designations in the format ALB Depth x Flange Width - Mass (kg/m). For instance, ALB 120 x 60 - 4.7 denotes a beam with 120 mm depth, 60 mm flange width, and mass of 4.7 kg per meter. Clause 6.1 and Table 1 (not included here) detail dimensions like depth (h), flange width (b), web thickness (tw), flange thickness (tf), mass per meter, and sectional properties including moments of inertia (Ix, Iy), section moduli (Zx, Zy), and radii of gyration (rx, ry). These standardized sections facilitate reliable structural design and selection.

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?According to the standard, how should aluminium I-beams be marked and identified?

Per IS 5384 (1985), Clauses 8.1 and 8.2, aluminium I-beam sections must be distinctly marked to include the beam designation, aluminium alloy and temper, manufacturer’s name, and batch number along with the year of production. Additionally, the ISI Certification Mark may be optionally displayed, indicating conformity with Indian Standards and quality assurance under ISI regulation. This marking system ensures traceability, authenticity, and compliance for structural use.

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?Is it possible to manufacture aluminium beam sections with custom dimensions beyond the standard tables?

Yes, IS 5384 Clause 6.1.1 permits the fabrication of aluminium beam sections with dimensions differing from those listed in Table 1, provided there is mutual agreement between the purchaser and the manufacturer. Such custom dimensions must adhere to the dimensional tolerances stipulated in IS 3965-1981 (Clause 6.2). Additionally, sections without root radii (square fillets) can be produced if agreed upon (Clause 6.1.2). This flexibility allows tailoring beam sections to specific project requirements beyond standard sizes.

AspectRequirement/Condition
Custom dimensionsAllowed with purchaser-manufacturer agreement
Dimensional tolerancesAs per IS 3965-1981
Root radius (fillet) optionSquare fillet permitted upon agreement
?What are the recommended packaging and handling protocols for aluminium I-beams?

IS 5384 recommends that aluminium I-beams be securely bundled to prevent damage during transportation. Protective wrapping such as bituminized hessian cloth or wooden crates should be employed, though alternative packaging methods can be mutually agreed upon by purchaser and manufacturer. The weight of each bundle should be established by mutual consent. Every section must be clearly marked with the designation (e.g., ALB 120 x 60 - 4.7), alloy and temper, manufacturer’s name, and batch number with year of manufacture. These measures ensure safe handling, easy identification, and traceability.

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