Capacity, for each shear plane, is calculated as (table 3.4):
Bolt size | Stress area, As [mm2] | Shear resistance [kN] |
M6 | 20.1 | 7.72 |
M8 | 36.6 | 14.1 |
M10 | 58 | 22.3 |
M12 | 84.3 | 32.4 |
M14 | 115 | 44.2 |
M16 | 157 | 60.3 |
M18 | 192 | 73.7 |
M20 | 245 | 94.1 |
M22 | 303 | 116.4 |
M24 | 353 | 135.6 |
M27 | 459 | 176.3 |
M30 | 561 | 215.4 |