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Category: fasteners
Reference Dataset

Metric Fastener Bolt Geometry Dimensions Table

Dimensional envelope sizes for standard ISO metric fasteners including thread pitch, head flats, and height.

Overview & Scope

Standard metric fastener dimensions, ISO 898-1 property classes, proof loads, and wrench socket envelopes per ISO 4014, ISO 4017, ISO 898-1, and ASME B18.2.1. Tensile stress area ($A_s$) governs structural joint clamp force, tightening torque, and yield utilization limits.

Technical Sizing Values

The table below specifies thread pitch, nominal tensile stress area ($A_s$), hexagon head width across flats ($s$), head height ($k$), socket clearance envelope, and proof load ratings ($F_p$) for Property Classes 8.8 and 10.9 across metric sizes M3 through M64.

Thread SizeThread Pitch (mm)Tensile Area (mm²)Width Across Flats (mm)Head Height (mm)Flats Clearances (mm)Proof Load 8.8 (kN)Proof Load 10.9 (kN)
M30.55.035.526.43.024.17
M40.78.7872.88.15.277.29
M50.814.283.59.28.5211.79
M6120.110411.512.0616.68
M81.2536.6135.31521.9630.38
M101.558166.418.434.848.14
M121.7584.3187.520.850.5869.97
M162157241027.794.2130.31
M202.52453012.534.6159.25203.35
M243353361541.6229.45292.99
M273459411747.3298.35380.97
M303.55614618.753.1364.65465.63
M3648175522.563.5531.05678.11
M424.51121652675728.65930.43
M4851473753086.5957.451222.59
M565.520308535981319.51684.9
M646267695401101739.42221.08

Engineering Notes & Best Practices

  • •Tensile stress area ($A_s$) is calculated per ISO 898-1 as $A_s = \frac{\pi}{4}(d - 0.9382 P)^2$, accounting for the root diameter reduction from 60° triangular thread geometry.
  • •Proof load ($F_p$) represents the elastic threshold force ($F_p = S_p \times A_s$) up to which zero plastic elongation occurs after 15 seconds of sustained axial tension.
  • •Width across flats ($s$) determines the required open-end wrench, box wrench, or socket size; flats clearance defines the minimum spatial envelope required to fit standard industrial sockets during machine assembly.
  • •For dynamic cyclic loading, tightening preload is recommended at 75% to 90% of proof load ($F_i = 0.75\text{ to }0.90 \times F_p$) to prevent bolt fatigue and joint separation.
  • •Cross-reference bolt clamp loads and friction coefficients with our [Bolt Preload & Tightening Torque PRO Suite](/calculators/bolt-torque) and [ISO 898-1 Fastener Mechanical Properties Reference](/standards/iso-898-1-fastener-grades).

Dataset Citations & References

ISO 4014 / ISO 4017 Specifications

Public domain source and standard catalog reference parameters.

Machinery's Handbook

Public domain source and standard catalog reference parameters.