🧮 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#
- Determine the maximum working load a single bolt carries (axial static load / axial dynamic load / transverse shear force)
- Find the range not smaller than that load below
- 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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