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Us Bolts Tensile Proof Load

Reference data and engineering information about us bolts tensile proof load for mechanics applications.

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Overview

Engineering reference data for Us Bolts Tensile Proof Load in mechanics.

Key Formulas

Newton's Second Law

F=maF = ma

Force = mass × acceleration.

Work

W=FdcosθW = Fd\cos\theta

Work = force × displacement × cos(angle).

Kinetic Energy

Ek=12mv2E_k = \frac{1}{2}mv^2

Energy of motion.

Potential Energy

Ep=mghE_p = mgh

Gravitational potential energy.

Variables

Symbol Description Unit
FF Force N
mm Mass kg
aa Acceleration m/s²
vv Velocity m/s

Material Grades and Properties

Grade Material Proof Load (psi) Minimum Tensile Strength (psi)
Grade 2 Low Carbon Steel 55,000 (up to 3/4") / 33,000 (3/4"–1-1/2") 74,000 / 66,000
Grade 5 Medium Carbon Steel, Quenched & Tempered 85,000 (up to 1") / 74,000 (1"–1-1/2") 105,000
Grade 8 Medium Carbon Alloy Steel, Quenched & Tempered 120,000 (up to 1-1/2") 150,000
Lamalloy Medium Carbon Alloy Steel, Quenched & Tempered 145,000 (up to 1-1/2") 180,000

Clamp load is typically specified as 75% of proof load to provide a safety margin against bolt yielding while maintaining joint integrity.

U.S. Bolts - Coarse Threads Proof Loads

U.S. Bolts - Coarse Threads Clamp Loads

U.S. Bolts - Fine Threads Proof Loads

U.S. Bolts - Fine Threads Clamp Loads

Interactive Charts

References