Related Resources: hardware
Grade 8.8 Bolt Loading Capacities Table
Engineering ISO Metric Hardware Design Data
Engineering ANSI Hardware Design Data
See Explanatory notes given below table. BS 5950-1: 2000 BS 4190: 2001
Bolt Loading Capacities. Non-preloaded Ordinary Bolts. Grade 8.8 Bolts per. S355
Diameter
of Bolt |
Tensile
Stress Area At |
Tension
Capacity |
Shear
Capacity |
Bearing Capacity in kN (Minimum of Pbb and Pbs) Thickness in mm of material passed through |
||||||||||||
Nominal
0.8 At pt |
Exact |
Single
Shear |
Double
Shear |
|||||||||||||
Pnom
|
Pt
|
Ps
|
2 Ps
|
|||||||||||||
mm
|
mm2
|
kN
|
kN
|
kN
|
kN
|
5
|
6
|
7
|
8
|
9
|
10
|
12
|
15
|
20
|
25
|
30
|
12
|
84.3
|
37.8
|
47.2
|
31.6
|
63.2
|
33.0
|
39.6
|
46.2
|
52.8
|
59.4
|
66.0
|
79.2
|
99.0
|
132
|
165
|
198
|
16
|
157
|
70.3
|
87.9
|
58.9
|
118
|
44.0
|
52.8
|
61.6
|
70.4
|
79.2
|
88.0
|
106
|
132
|
176
|
220
|
264
|
20
|
245
|
110
|
137
|
91.9
|
184
|
55.0
|
66.0
|
77.0
|
88.0
|
99.0
|
110
|
132
|
165
|
220
|
275
|
330
|
22
|
303
|
136
|
170
|
114
|
227
|
60.5
|
72.6
|
84.7
|
96.8
|
109
|
121
|
145
|
182
|
242
|
303
|
363
|
24
|
353
|
158
|
198
|
132
|
265
|
66.0
|
79.2
|
92.4
|
106
|
119
|
132
|
158
|
198
|
264
|
330
|
396
|
27
|
459
|
206
|
257
|
172
|
344
|
74.3
|
89.1
|
104
|
119
|
134
|
149
|
178
|
223
|
297
|
371
|
446
|
30
|
561
|
251
|
314
|
210
|
421
|
82.5
|
99.0
|
116
|
132
|
149
|
165
|
198
|
248
|
330
|
413
|
495
|
Non-preloaded Ordinary Bolts
- Values in bold are less than the single shear capacity of the bolt.
- Values in italic are greater than the double shear capacity of the bolt.
- Bearing values assume standard clearance holes.
- If oversize or short slotted holes are used, bearing values should be multiplied by 0.7.
- If long slotted or kidney shaped holes are used, bearing values should be multiplied by 0.5.
- If appropriate, shear capacity must be reduced for large packings, large grip lengths and long joints.
The tensile stress area (At ) is obtained from standards
The tension capacity of the bolt is given by:
Pnom = 0.8ptAt Nominal
Pt = ptAt Exact
Where:
pt is the tension strength of the bolt.
The shear capacity of the bolt is given by
PS = ps As
where:
ps is the shear strength of the bolt
As is the shear area of the bolt.
In the table, As has been taken as equal to At .
The shear capacity given in the tables must be reduced for large packings, large grip lengths, kidney shaped slots or long joints when applicable.
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