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Steel Angles

Reference data and engineering information about steel angles for material properties applications.

steelangles

Overview

Engineering reference data for Steel Angles in material science and properties.

Key Formulas

Stress

σ=FA\sigma = \frac{F}{A}

Force per unit area.

Strain

ε=ΔLL0\varepsilon = \frac{\Delta L}{L_0}

Change in length per original length.

Hooke's Law

σ=Eε\sigma = E \varepsilon

Stress proportional to strain in elastic region.

Thermal Expansion

ΔL=αL0ΔT\Delta L = \alpha L_0 \Delta T

Length change due to temperature.

Variables

SymbolDescriptionUnit
σ\sigmaStressPa
ε\varepsilonStrain
EEYoung's modulusPa
α\alphaThermal expansion coefficient1/°C
ΔT\Delta TTemperature change°C

Unit Conversions

Use these conversions when working with steel angle properties in different unit systems:

  • 1 cm⁴ = 10⁴ mm⁴ = 10⁻⁸ m⁴ = 0.024 in⁴
  • 1 cm³ = 10³ mm³ = 10⁻⁶ m³ = 0.061 in³
  • 1 cm² = 10² mm² = 10⁻⁴ m² = 0.16 in²
  • 1 kg/m = 0.67 lb/ft

Steel Angles Data

The table below provides the dimensions and static parameters for steel angles with equal legs.

44 rows
Dimensions and static properties of steel angles with equal legs
Size (mm x mm)
Depth, h(mm)
Thickness, s(mm)
Sectional Area(cm²)
Weight(kg/m)
Moment of Inertia, Iₓ(cm⁴)
25 x 252552.261.771.2
25 x 252541.851.451.01
25 x 252531.421.110.8
30 x 303063.272.572.5
30 x 303052.782.182.16
40 x 404054.483.526.31
40 x 404053.792.974.53
40 x 404043.082.424.47
45 x 454565.0949.16
45 x 454554.33.387.84
45 x 454543.492.746.43
50 x 505087.415.8216.3
50 x 505065.694.4712.8
50 x 505054.83.7711
60 x 60601011.18.6934.9
60 x 606089.037.0929.2
60 x 606066.915.4222.8
60 x 606055.824.5719.4
70 x 70701013.110.357.2
70 x 7070810.68.3647.5
70 x 707068.16.3836.9
80 x 80801015.111.887.5
80 x 8080812.39.6372.2
80 x 808069.257.3455.8
90 x 90901220.315.9148
90 x 90901017.113.4127
90 x 9090813.910.9104
90 x 9090610.68.380.3
100 x 1001001527.921.9204
100 x 1001001222.717.8207
100 x 1001001019.215118
100 x 100100815.512.2145
120 x 1201201533.926.6445
120 x 1201201227.521.6368
120 x 1201201023.218.2313
120 x 120120818.714.7255
150 x 150150185140.11050
150 x 150150154333.8898
150 x 1501501234.827.3737
150 x 1501501029.323624
200 x 2002002490.671.13330
200 x 2002002076.359.92850
200 x 2002001869.154.22600
200 x 2002001661.848.52340

Source: engineeringtoolbox.com

Interactive Charts

Steel angle - equal legs

References