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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

Symbol Description Unit
σ\sigma Stress Pa
ε\varepsilon Strain
EE Young's modulus Pa
α\alpha Thermal expansion coefficient 1/°C
ΔT\Delta T Temperature 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.

Interactive Charts

References