🧮 在线计算器Bolt Pre-selection Calculator — Fast sizing with the Kübler equation; supports a design mode and a check mode.

A minimal preliminary estimation table for bolt size

📎 Series article: this is a standalone spin-off of Bolt Pre-selection (001) — From Load to Size , focusing on the table-lookup method that needs no calculation. For a precise estimate, see the Kübler equation in that article.

On the shop floor or in technical discussion, you often need a rough judgement of bolt size in seconds: “for this load, roughly how large a bolt do I need?” The quick pre-selection list below is made for exactly that — knowing only the maximum working load a single bolt carries, you can read the recommended nominal diameter and minimum property class directly.

⚠️ For teaching reference only: the quick pre-selection list below is only an auxiliary reference for engineering teaching; it does not replace a formal design calculation based on DIN/ISO standards. In real engineering, use the Kübler equation or the full VDI 2230-1 method.


How to use

  1. Determine the maximum working load a single bolt carries (axial static load / axial dynamic load / transverse shear force)
  2. Find the range not smaller than that load below
  3. Choose a suitable nominal diameter and property-class combination from those listed

Quick pre-selection list

Working load $\le$ 1.6 kN (static) / 1.0 kN (dynamic) / 0.32 kN (shear)

Nominal diameter Recommended property class
M4 5.8, 6.8, 8.8
M5 4.8, 5.6
M6 4.6

Working load $\le$ 2.5 kN (static) / 1.6 kN (dynamic) / 0.5 kN (shear)

Nominal diameter Recommended property class
M4 10.9, 12.9
M5 5.8, 6.8, 8.8
M6 4.8, 5.6
M8 4.6

Working load $\le$ 4.0 kN (static) / 2.5 kN (dynamic) / 0.8 kN (shear)

Nominal diameter Recommended property class
M5 10.9, 12.9
M6 5.8, 6.8, 8.8
M8 4.8, 5.6
M10 4.6

Working load $\le$ 6.3 kN (static) / 4.0 kN (dynamic) / 1.25 kN (shear)

Nominal diameter Recommended property class
M6 10.9
M8 5.8, 6.8, 8.8
M10 4.8, 5.6
M12 4.6

Working load $\le$ 10.0 kN (static) / 6.3 kN (dynamic) / 2.0 kN (shear)

Nominal diameter Recommended property class
M8 8.8, 10.9, 12.9
M10 5.8, 6.8
M12 4.8, 5.6
M16 4.6

Working load $\le$ 16.0 kN (static) / 10.0 kN (dynamic) / 3.15 kN (shear)

Nominal diameter Recommended property class
M8 12.9
M10 8.8, 10.9
M12 5.8, 6.8
M16 4.8, 5.6
M20 4.6

Working load $\le$ 25.0 kN (static) / 16.0 kN (dynamic) / 5.0 kN (shear)

Nominal diameter Recommended property class
M10 12.9
M12 10.9
M14 5.8, 6.8, 8.8
M20 4.8, 5.6
M24 4.6

Working load $\le$ 40.0 kN (static) / 25.0 kN (dynamic) / 8.0 kN (shear)

Nominal diameter Recommended property class
M14 10.9
M16 8.8
M18 5.8, 6.8
M24 4.8, 5.6

Working load $\le$ 63.0 kN (static) / 40.0 kN (dynamic) / 12.5 kN (shear)

Nominal diameter Recommended property class
M16 10.9, 12.9
M20 8.8
M22 5.8, 6.8
M30 4.8, 5.6

Working load $\le$ 100 kN (static) / 63 kN (dynamic) / 20 kN (shear)

Nominal diameter Recommended property class
M20 10.9, 12.9
M24 8.8
M27 5.8, 6.8

Working load $\le$ 160 kN (static) / 100 kN (dynamic) / 31.5 kN (shear)

Nominal diameter Recommended property class
M24 12.9
M27 10.9
M30 8.8

Working load $\le$ 250 kN (static) / 160 kN (dynamic) / 50 kN (shear)

Nominal diameter Recommended property class
M30 10.9, 12.9

Notes

[!NOTE] Applicability limits

  • For reduced-shank bolts (German: Dehnschrauben), or when the load point is eccentric and the tightening factor $k_A$ is large, choose the next larger nominal diameter.
  • The data in the table are based on the typical case of a standard hexagon-head bolt, normal lubrication conditions and torque-controlled tightening.
  • For safety-critical applications, always use the Kübler equation or the full VDI 2230-1 method for a precise check.

Data basis and accuracy statement

This table is a rough pre-selection (grobe Vorwahl), with an accuracy at the order-of-magnitude level, only for narrowing the selection range.

Data sources:

  • DIN 13-1 (ISO 261) — metric ISO thread geometry
  • DIN EN ISO 898-1 — bolt mechanical properties (property class and $R_{p0.2}$)

Disclaimer: This article is for engineering estimation and teaching reference only. The results do not replace a professional engineer’s design judgement and final sign-off. The final responsibility for engineering safety verification rests with the user.


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