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Steel Bolts ASTM Grades

Reference data and engineering information about steel bolts astm grades for material properties applications.

steelboltsastmgrades

Overview

Engineering reference data for Steel Bolts ASTM Grades 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

ASTM Grade Properties

Material Properties & Heat Treatment

The abbreviation Q & T indicates that the steel has been quenched and tempered. This heat treatment process significantly increases the bolt's strength and hardness.

  • Quenching: Rapid cooling from a high temperature locks the steel's crystalline structure into a hard, brittle state (martensite).
  • Tempering: Reheating the quenched steel to a lower temperature and then cooling it again. This process relieves internal stresses and increases toughness, achieving the desired balance of strength and ductility.

Weathering Steel (used in Types 3 and A490 Type 3) is designed to form a stable, rust-like protective surface when exposed to the elements, reducing corrosion in unpainted applications.

Key Unit Conversions

For calculations involving these grades:

  • Pressure/Stress: 1 psi=6895 Pa1 \text{ psi} = 6895 \text{ Pa}
  • Length: 1 inch=25.4 mm1 \text{ inch} = 25.4 \text{ mm}

Proof Strength is the maximum tensile load a bolt can withstand without permanent deformation. It is typically 85-90% of the material's yield strength.

Interactive Charts

References