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Scoped Engineering Calculation

Bolt Axial Stress-Area Loads

Calculate F=σ·As for user-supplied ultimate and reference axial stresses. No shear capacity or design resistance is inferred.

User-Supplied AsAxial Products OnlyNo 0.6 Shear Shortcut

Not a connection check: these are axial stress-area products, not allowable loads or shear resistance. Verify fastener geometry, mating threads, head/bearing capacity, joint separation, fatigue, temperature and every applicable code factor.

Axial reference products

Ultimate stress-area product Rm·As
Other reference product σref·As
Reference/ultimate stress ratio
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Axial products

Fu,ref=RmAs;   Fother,refреф.As

MPa is N/mm², so each product is in newtons. “Ultimate product” is not a guaranteed specimen result or design resistance; the entered Rm and As must match the exact fastener and applicable source.

ISO 898-1 scope

ISO 898-1:2013, confirmed in 2025 and marked for revision, covers specified mechanical/physical properties for carbon/alloy-steel metric fasteners M1.6–M39 at 10–35 °C. It explicitly excludes requirements for shear resistance, fatigue and torque/clamp performance. The previous M3–M64 property-class lookup and “0.6 shear capacity” have therefore been removed.

Why double shear is not just a selector

Connection resistance depends on whether each plane crosses threads or shank, actual shear area, material model, bearing and tear-out of connected parts, slip, eccentricity, load sharing, combined tension/shear, fatigue and the governing code. A generic 0.6RmAs multiplied by plane count cannot establish capacity.

Inputs: obtain As, Rm and the chosen reference stress from the current licensed standard, verified manufacturer data or material certificate for the exact diameter, pitch, property class, product geometry and temperature.

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Axial stress-area products only; no ISO shear capacity or design resistance. Scientific review: July 2026.

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