Bolt in Shear

Eurocode standard: EN 1993-1-8

Section: 3.6.1 Table 3.4


The criteria that should be fullfilled is (Table 3.2):

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