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Aluminium equal leg angles

IS 3908:1986 specifies the dimensions, sectional properties, material requirements, and marking for aluminium equal leg angles used primarily in structural engineering applications. This standard applies to manufacturers, suppliers, and engineers involved in the design and construction of lightweight, corrosion-resistant aluminium angle sections, widely used in infrastructure, defense, and hilly terrain structures. It ensures consistent quality and interchangeability of aluminium equal leg angles produced in India.

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105Clauses Indexed
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1986Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 3908:1986 specifies the dimensions, sectional properties, material requirements, and marking for aluminium equal leg angles used primarily in structural engineering applications. This standard applies to manufacturers, suppliers, and engineers involved in the design and construction of lightweight, corrosion-resistant aluminium angle sections, widely used in infrastructure, defense, and hilly terrain structures. It ensures consistent quality and interchangeability of aluminium equal leg angles produced in India.

Who Uses This Standard

  • Structural Engineers
  • Manufacturing Engineers
  • Procurement Specialists
  • Quality Control Inspectors
  • Architects
  • Construction Project Managers
  • Defense Infrastructure Engineers

Key Topics Covered

Dimensions and sectional properties of aluminium equal leg angles
Material specifications including aluminium alloys and temper
Manufacturing tolerances and permissible deviations
Section designations and size classifications
Marking and packaging requirements
Principal axes and center of gravity definitions
Moment of inertia and radius of gyration data
Use of ISI certification mark and quality assurance
Agreed variations in section dimensions and root radius
Application considerations for corrosion resistance and strength
Standard referencing for aluminium alloys (IS 733-1983)
Handling and bundling practices for transportation

Table of Contents

1Scope

IS 3908 Scope Summary: Aluminium Equal Leg Angles

  • Scope: Covers dimensions, sectional properties, and mass per unit length of aluminium equal leg angles.

  • Key Parameters (from Table 1):

    • Designation: Size in mm (e.g., 25x25x3.0)
    • Mass per meter (M): kg/m
    • Sectional Area (a): cm²
    • Radius at Root (r): mm
    • Centre of Gravity (Cx, Cy): cm
    • Moments of Inertia (Ix, Iy, Iu, Iv): cm⁴
    • Radius of Gyration (Tx, Ty, Tu, Tv): cm
    • Modulus of Section (Zx, Zy): cm³
  • Symbols (Clause 3.1):

SymbolMeaning
aSectional area (cm²)
MMass per unit length (kg/m)
Ix, IyMoment of inertia about X-X and Y-Y axes (cm⁴)
Iu, IvMoment of inertia about principal axes U-U (max), V-V (min) (cm⁴)
Cx, CyCoordinates of centroid (cm)
Tx, TyRadius of gyration about X-X and Y-Y axes (cm)
Tu, TvRadius of gyration about U-U and V-V axes (cm)
Zx, ZySection modulus about X-X and Y-Y axes (cm³)
  • Rounding: Values must be rounded as per IS 2-1960, retaining significant digits matching specified values.

This standard facilitates design by providing detailed sectional properties for aluminium equal leg angles, essential for structural calculations.

flowchart LR
  A[Aluminium Equal Leg Angles] --> B[Designation & Size]
  A --> C[Mass per meter (M)]
  A --> D[Sectional Area (a)]
  A --> E[Moments of Inertia (Ix, Iy, Iu, Iv)]
  A --> F[Radius of Gyration (Tx, Ty, Tu, Tv)]
  A --> G[Modulus of Section (Zx, Zy)]
  A --> H[Centre of
2Definitions

IS 3908 - Key Definitions & Symbols (Clause 3.1 & Table 1)

The standard defines the following key symbols for Aluminium Equal Leg Angles:

SymbolMeaning
aSectional area (cm²)
MMass per unit length (kg/m)
JxMoment of inertia about X-X axis (cm⁴)
IyMoment of inertia about Y-Y axis (cm⁴)
IuMoment of inertia (max) about U-U axis (cm⁴)
IvMoment of inertia (min) about V-V axis (cm⁴)
exDistance of extreme fibre from X-X axis (cm)
tyDistance of extreme fibre from Y-Y axis (cm)
ZxSection modulus about X-X axis (cm³)
ZySection modulus about Y-Y axis (cm³)
axRadius of gyration about X-X axis (cm)
ayRadius of gyration about Y-Y axis (cm)
auRadius of gyration about U-U axis (cm)
avRadius of gyration about V-V axis (cm)

Mass calculation basis: Density = 2.7 gm/cm³ (Clause 2.7).


Important formulas:

  • Radius of gyration, r = √(I/a)
  • Section modulus, Z = I / e
    where I = moment of inertia, e = distance to extreme fibre.

Table excerpt (ALE 25x25x3.0 example):

ParameterValue
Mass (M) kg/m0.39
Area (a) cm²1.44
Radius at root (r) mm4.0
Centre of gravity (Cy) cm0.73
Ix = Iy (cm⁴)0.82
Iu (max) (cm⁴)1.31
Iv (min) (cm⁴)0.34
Tx = Ty (cm)0.76
3Symbols

IS 3908: Symbols, Formulas, and Tables for Aluminium Equal Leg Angles

Key Symbols (Clause 3.1)

  • a = Sectional area (cm²)
  • M = Mass per unit length (kg/m)
  • Ix, Iy = Moments of inertia about X-X and Y-Y axes (cm⁴)
  • Iu, Iv = Moments of inertia about principal axes U-U (max) and V-V (min) (cm⁴)
  • ex, ey = Distance to extreme fiber from X-X and Y-Y axes (cm)
  • Zx, Zy = Section modulus about X-X and Y-Y axes (cm³)
  • rx, ry, ru, rv = Radius of gyration about X-X, Y-Y, U-U, and V-V axes (cm)

Important Formulas

  • Radius of gyration:
    [ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}}, \quad r_u = \sqrt{\frac{I_u}{a}}, \quad r_v = \sqrt{\frac{I_v}{a}} ]
  • Modulus of section:
    [ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]

Table 1 Highlights (Clause 5.1)

  • Provides sectional properties for Aluminium Equal Leg Angles (Designation: AXAXt in mm)
  • Columns include: Mass (kg/m), Area (cm²), Root radius (mm), Centre of gravity (cm), Moments of inertia (cm⁴), Radius of gyration (cm), and Section modulus (cm³).
DesignationMass (kg/m)Area (cm²)Root Radius (mm)Ix = Iy (cm⁴)Iu (max) (cm⁴)Iv (min) (cm⁴)rx (cm)ry (cm)ru (cm)rv (cm)Zx = Zy (cm³)
ALE 80x80x62.53
4Materials

IS 3908: Key Specifications for Aluminium Equal Leg Angles (Materials)

1. Material Density

  • Aluminium density = 2.7 gm/cm³ (Clause 2.7)

2. Sectional Properties (from Table 1, Clause 5.1)

For aluminium equal leg angles (ALE AxAx t in mm), key properties include:

ParameterSymbolUnitDescription
Mass per meterMkg/mWeight per unit length
Sectional Areaacm²Cross-sectional area
Radius at rootrmmRadius of fillet at angle root
Centre of GravityCx, CycmCoordinates of centroid
Moment of InertiaIx, Iycm⁴About X-X and Y-Y axes
Moment of Inertia (Max, Min)Iu, Ivcm⁴About principal axes U-U and V-V
Radius of GyrationTx, Ty, Tu, TvcmAbout respective axes
Modulus of SectionZx, Zycm³Section modulus about X-X and Y-Y

3. Letter Symbols (Clause 3.1)

  • a = Sectional area
  • M = Mass per unit length
  • Ix, Iy = Moments of inertia about X-X, Y-Y
  • Iu, Iv = Moments of inertia about principal axes
  • Zx, Zy = Section modulus about X-X, Y-Y
  • Tx, Ty, Tu, Tv = Radius of gyration about respective axes
  • r = Radius at root (fillet)

4. Example: ALE 80×80×6

  • Mass = 2.53 kg/m
  • Area = 9.38 cm²
  • Radius at root = 8 mm
  • Ix = 57.59 cm⁴, Iy = 91.48 cm⁴
  • Zx = 9.93 cm³, Zy = 12.93 cm³

Summary Table Snippet (ALE 80×80×6):

PropertyValue
Mass (M)2.53 kg/m
Area (a
5Dimensions and Sectional Properties

IS 3908: Aluminium Equal Leg Angles - Dimensions & Sectional Properties

Key Specifications (Clause 5.1 & Table 1):

ParameterSymbolUnitDescription
Sectional Areaacm²Cross-sectional area
Mass per unit lengthMkg/mWeight per meter
Radius at RootrmmRadius of fillet at angle root
Centre of GravityCx, CycmCoordinates of centroid
Moment of Inertia about XIxcm⁴Moment of inertia about X-X axis
Moment of Inertia about YIycm⁴Moment of inertia about Y-Y axis
Moment of Inertia Max/MinIu, Ivcm⁴Max and Min moments about U-U, V-V axes
Radius of GyrationTx, TycmAbout X-X and Y-Y axes
Radius of Gyration Max/MinTu, TvcmAbout U-U and V-V axes
Section ModulusZx, Zycm³Modulus about X-X and Y-Y axes

Example (ALE 80×80×6):

  • Mass (M): 2.53 kg/m
  • Area (a): 9.38 cm²
  • Radius at root (r): 8.0 mm
  • Centroid (Cx, Cy): 2.20 cm
  • Moment of Inertia (Ix = Iy): 57.59 cm⁴
  • Radius of Gyration (Tx = Ty): 2.48 cm
  • Section Modulus (Zx = Zy): 9.93 cm³

Formula for Section Modulus:

[ Z_x = \frac{I_x}{e_x} \quad \text{and} \quad Z_y = \frac{I_y}{e_y} ]

Where:

  • (I_x, I_y) = Moments of inertia about respective axes
  • (e_x, e_y) = Distance from centroid to extreme fiber
6Material Requirements

IS 3908 - Material Requirements for Aluminium Equal Leg Angles

Key Specifications & Tables (Clause 5.1 & Table 1)

  • Material Density: 2.7 gm/cm³ (Clause 2.7)
  • Designation: ALE (Aluminium Equal Leg Angle) with dimensions AxAx t (mm)
  • Mass per meter (M): Given in kg/m
  • Sectional Area (a): cm²
  • Radius at Root (r): mm
  • Centre of Gravity (Cx, Cy): cm
  • Moment of Inertia (Ix, Iy, Iu, Iv): cm⁴
  • Radius of Gyration (Tx, Ty, Tu, Tv): cm
  • Modulus of Section (Zx, Zy): cm³

Important Symbols (Clause 3.1)

SymbolMeaning
aSectional area
MMass per unit length (kg/m)
Ix, IyMoment of inertia about X-X, Y-Y
Iu, IvMoment of inertia about principal axes U-U, V-V
Cx, CyCoordinates of centroid
ex, tyDistance of extreme fiber from X-X, Y-Y
Zx, ZySection modulus about X-X, Y-Y
ax, ayRadius of gyration about X-X, Y-Y

Example Table Extract (ALE 80 × 80 × 6.0)

ParameterValue
Mass (M)2.53 kg/m
Area (a)9.38 cm²
Radius at root (r)8.0 mm
Cx, Cy2.20 cm
Ix, Iy57.59 cm⁴
Iu, Iv91.48, 23.71 cm⁴
Tx, Ty2.48, 3.12 cm
Tu, Tv1.59, 9.93 cm
Zx, Zy9.93, 12.93 cm³

Formula for Mass per unit length

7Packaging and Marking

IS 3908: Packaging and Marking Key Points

Packaging (Clause 7.1)

  • Equal leg angle sections must be:
    • Securely bundled.
    • Wrapped in bituminized hessian cloth or wooden boxes.
    • Alternative packaging can be mutually agreed between purchaser and manufacturer.
  • Bundle weight: As agreed between purchaser and manufacturer.

Marking (Clause 8.2)

  • Equal leg angles may carry the ISI Certification Mark.
  • ISI Mark ensures compliance with IS 3908 under strict inspection and quality control.
  • Use of ISI Mark is governed by the Indian Standards Institution (Certification Marks) Act.

Additional Specifications

  • Density used for calculations: 2.7 g/cm³ (Clause 2.7).
  • Units used follow the International System of Units (SI).

Summary Table for Packaging & Marking

AspectSpecification
PackagingBundled, wrapped in bituminized cloth/wood
Bundle WeightAs mutually agreed
MarkingISI Certification Mark (optional)
Density2.7 g/cm³

flowchart TD
    A[Equal Leg Angles] --> B[Bundled Securely]
    B --> C{Packaging Type}
    C -->|Bituminized Hessian Cloth| D[Wrapped]
    C -->|Wooden Boxes| D
    C -->|Mutual Agreement| D
    D --> E[Bundle Weight as Agreed]
    A --> F[Marking]
    F --> G[ISI Certification Mark (Optional)]

This ensures safe transport and quality assurance per IS 3908.

8Marking Details

IS 3908: Marking Details Summary (Clause 8.2)

  • Marking: Equal leg aluminium angles may bear the ISI Certification Mark.
  • ISI Mark Significance:
    • Assures compliance with IS 3908.
    • Indicates production under ISI-supervised inspection, testing, and quality control.
    • Continuous conformity checks by ISI.
  • Use of ISI Mark is regulated under the Indian Standards Institution (Certification Marks) Act.

Key Specifications for Marking (from Clause 8.2)

  • Marking includes:
    • Manufacturer's identification.
    • ISI Certification Mark (optional but recommended for equal leg angles).
    • Product designation (e.g., ALE 80×80×6).
    • Other details as per licensing agreements.

Reference Table: IS 3908 Aluminium Equal Leg Angles (Excerpt)

Designation (a×a×t mm)Mass (kg/m)Area (cm²)Root Radius (mm)Centroid (cm)Ix = Iy (cm⁴)Radius of Gyration (cm)Section Modulus Zx = Zy (cm³)
ALE 80×80×62.539.388.02.2057.592.489.93
ALE 100×100×63.1711.819.02.72115.153.1015.78
ALE 120×120×127.4527.5710.03.43374.133.6843.64

Notation (Clause 3.1)

  • a = Sectional area
  • M = Mass per unit length
  • Jx, Iy = Moments of inertia about principal axes
  • ex, ty = Distance of extreme fibre from axes
  • Zx, Zy = Section modulus about axes
  • r = Radius of gyration

9Inspection and Quality Control

Inspection and Quality Control - IS 3908 Key Points

1. ISI Certification Mark (Clause 8.2):

  • Equal leg angles may carry the ISI mark, indicating compliance with IS 3908.
  • The ISI mark ensures products are manufactured under strict inspection, testing, and quality control supervised by ISI.

2. Inspection System:

  • Continuous checks by ISI for conformity.
  • License for ISI mark use is governed by Indian Standards Institution rules.

3. Important Parameters & Symbols (Clause 3.1):

SymbolMeaning
aSectional area
MMass per unit length
JxMoment of inertia about X-X
IyMoment of inertia about Y-Y
exDistance to extreme fiber from X-X axis
tyDistance to extreme fiber from Y-Y axis
ZxSection modulus about X-X axis
ZySection modulus about Y-Y axis
rxRadius of gyration about X-X
ryRadius of gyration about Y-Y

4. Units:

  • Density used: 2.7 gm/cm³ (Clause 2.7)
  • SI Units for force, energy, stress, etc., as per IS standards.

Summary Table: Key Inspection & Quality Control Points

AspectDetails
Certification MarkISI Mark for equal leg angles
InspectionSupervised by ISI, continuous conformity checks
Density2.7 gm/cm³
Rounding OffAs per IS:2-1960 for test results
Symbols & PropertiesSee symbol table above

flowchart TD
    A[Manufacturing] --> B[Inspection & Testing]
    B --> C{Conforms to IS 3908?}
    C -- Yes --> D[ISI Certification Mark]
    C -- No --> E[Reject / Rework]
    D --> F[Continuous ISI Surveillance]

This ensures quality control through systematic inspection and ISI supervision.

Popular Questions About IS 3908

?What aluminium alloys and tempers are specified in IS 3908 for equal leg angles?

IS 3908 (1986) specifies aluminium equal leg angles but does not explicitly list alloys and tempers within the clauses provided.

Based on typical practice and related IS standards (e.g., IS 737 for wrought aluminium alloys):

  • Common alloys: 6061, 6063 (Al-Mg-Si series)
  • Typical tempers: T6 (solution heat-treated and artificially aged), T5 (cooled from an elevated temperature shaping and artificially aged)

Marking requirements (Clause 8.1):

  • Each bundle must be marked with:
    • Designation
    • Alloy and temper
    • Manufacturer’s name
    • Lot number/year

Summary Table (typical alloys & tempers for structural angles):

AlloyTemperUse Case
6061T6High strength, structural
6063T5/T6Architectural, moderate strength

For exact alloys and tempers, refer to the manufacturer's specification or related IS standards like IS 737.

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Note: Always verify alloy and temper compliance per project specs or supplier data sheets.

?What are the standard dimensions and tolerances for aluminium equal leg angles?

IS 3908: Aluminium Equal Leg Angles - Dimensions & Tolerances

  • Standard Dimensions:
    As per Clause 5.1, dimensions and mass are specified in Table 1 of IS 3908 (1986). This table includes:

    • Leg length (equal legs)
    • Thickness
    • Mass per meter
    • Sectional properties (moment of inertia, radius of gyration)
  • Typical Dimensions (Example):

    Leg Length (mm)Thickness (mm)Mass (kg/m)
    2530.37
    4040.68
    5051.05
  • Tolerances:
    Though not explicitly stated in the provided clauses, standard manufacturing tolerances for aluminium sections generally follow:

    • ±0.5 mm for leg lengths
    • ±0.2 mm for thickness
  • Marking (Clause 8.1):
    Each bundle must be marked with:

    • Designation
    • Alloy & temper
    • Manufacturer’s name
    • Lot number/year

For exact values, refer to Table 1 of IS 3908 for your specific size.

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?How are the sectional properties like moment of inertia and radius of gyration defined?

According to IS 3908 Clause 3.1 and related clauses:

  • Moment of Inertia (Ix, Iy, Iu, Iv):
    These are the second moments of area about the principal axes:

    • Ix about X-X axis
    • Iy about Y-Y axis
    • Iu (maximum) and Iv (minimum) about principal axes U-U and V-V passing through the centroid (Clause 2.3).
  • Radius of Gyration (rx, ry, ru, rv):
    Defined as the square root of the moment of inertia divided by the sectional area (a):
    [ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}}, \quad r_u = \sqrt{\frac{I_u}{a}}, \quad r_v = \sqrt{\frac{I_v}{a}} ]

  • Axes Definitions:

    • X-X, Y-Y axes pass through the centroid (Clause 2.1 and 2.3).
    • U-U, V-V are principal axes for angle sections.

Summary Table (symbols):

SymbolMeaning
aSectional area
Ix, IyMoment of inertia about X-X, Y-Y
Iu, IvMoment of inertia about principal axes U-U, V-V
rx, ryRadius of gyration about X-X, Y-Y
ru, rvRadius of gyration about U-U, V-V

These definitions are fundamental for structural analysis and design of aluminium equal leg angles per IS 3908.

?What marking and packaging requirements must manufacturers follow?

According to IS 3908 Clause 8 (Marking and Packaging):

Marking Requirements (Clause 8.1 & 8.2):

  • Each lot/bundle of aluminium equal leg angles must be clearly marked with:
    • Designation
    • Alloy and temper
    • Manufacturer's name
    • Lot number/year of manufacture
  • Equal leg angles may also carry the ISI Certification Mark, indicating compliance with the Indian Standard under ISI's quality control and inspection.

Packaging:

  • While the clause does not explicitly detail packaging specifics, standard practice is to ensure bundles are securely packed to prevent damage during transport and handling, maintaining product integrity.

Summary:

Marking ItemDetails
DesignationProduct type and size
Alloy & TemperMaterial specification
Manufacturer's NameIdentifies the producer
Lot Number/YearTraceability of production batch
ISI Mark (optional)Quality assurance certification

This ensures traceability, quality assurance, and compliance with IS standards.

?Can aluminium equal leg angles with square root radius be manufactured under this standard?

IS 3908 specifies aluminium equal leg angles for structural use, covering material, dimensions, and sectional properties.

However, the standard does not explicitly mention manufacturing equal leg angles with a square root radius (a specific corner radius shape).

Key points:

  • IS 3908 covers equal leg angles generally, focusing on:
    • Material quality
    • Dimensions (leg length, thickness)
    • Sectional properties (area, moment of inertia)
  • Typical corner radii are usually rounded or standard radii, but square root radius is not specifically addressed.

Conclusion:

  • Aluminium equal leg angles with square root radius are not explicitly standardized under IS 3908.
  • Custom radii may be possible but require manufacturer agreement and engineering validation.

For standard manufacturing, use the radii dimensions specified in IS 3908 or consult the manufacturer for special profiles.

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