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Steel Rod Hanger Capacity

Reference data and engineering information about steel rod hanger capacity for material properties applications.

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Overview

Engineering reference data for Steel Rod Hanger Capacity 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

Data Table

23 rows
Nominal Size / Pitch(mm) / Stress Area(mm²) / Minimum Proof Load (kN) 1) data
col0
Property Class
4.6
M3
M4
M5
M6
M8
M10
M12
M14
M16
M18
M20
M22
M24
M27
M30
M33
M36
M39
M42
M48
M52

Source: engineeringtoolbox.com

References