E ngineering S preadsheets.co.uk The Website for Civil, Structural and Mechanical Engineers Technical Data Sheet : - Bolt Load Capacity Tables To BS59...
E ngineering S preadsheets.co.uk The Website for Civil, Structural and Mechanical Engineers Technical Data Sheet : - Weld Strengths to BS5950 Date : - 01.01.2003
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EngineeringSpreadsheets.co.uk The Website for Civil, Structural and Mechanical Engineers Technical Data Sheet :-
Bolt Load Capacity Tables To BS5950 Part 1
Date :-
01.01.2003
BOLT LOAD CAPACITY TABLES TO BS5950 PART 1, 2000 THE ULTIMATE LIMIT STATE (ie FACTORED APPLIED LOADS)
GRADE 4.6 BOLTS In Grade 43, bearing capacity = 460N/mm², for e ≥ 2d
Shear Capacity at 160N/mm² THREADS IN SHEAR PLANE
Gross Area
Tensile Capacity at 195N/mm²
mm²
kN
Single
Double
M16
157
30.6
25.1
50.2
M20
245
47.8
39.2
78.4
Bolt Size
In Grade 50, bearing capacity = 550N/mm², for e ≥ 2d 5
6
Thickness in mm of plate passed through 7 8 9 10 12 15
18
36.8 44.2 51.5 (44.0) (52.8) 46.0
55.2
64.4
73.6
82.8
81.0
91.1
101
99.4
110
(55.0) (66.0) (77.0) (M22)
303
59.1
48.5
97.0
50.6
60.7
70.8
(60.5) (72.6) (84.7) (96.8) M24
353
68.8
56.5
113
55.2
66.2
77.3
88.3
(66.0) (79.2) (92.4) (106) (119) M27
459
89.5
73.4
147
62.1
74.5
86.9
99.3
111.8
124
149
(74.2) (89.1) (104) (118) (133) (148) M30
561
109
89.8
180
69
82.8
96.6
110
124
138
165
207
(82.5) (99.0) (115) (132) (148) (165) (198)
GRADE 8.8 BOLTS Bolt Size
Tensile Capacity at 450N/mm²
In Grade 43, bearing capacity = 460N/mm², for e ≥ 2d
Shear Capacity at 375N/mm² THREADS IN SHEAR PLANE
kN
Single
Double
M16
70.7
58.9
118
M20
110
91.9
184
In Grade 50, bearing capacity = 550N/mm², for e ≥ 2d 5
6
7
Thickness in mm of plate passed through 8 9 10 12 15 18
(82.5) (99.0) (115) (132) (148) (165) (198) (247) (297) (330) (363) (413) NOTES :1) The following tables are for ISO metric coarse thread bolts 2) a) The specification for ISO metric precision bolts (all grades) is BS3692 : 2001 b) The sp ecification for ISO metric black bolts (wide tolerance) (grade 4.6 only) is BS4190 : 2001 3) a) For tensile capacities the gross area (tensile area) of the bolt shall be used (see clause 6.3.1) b) For shear capacities the gross area (tensile area) of the bolt shall be used (see clause 6.3.1) c) For bearing capacities the nominal diameter or nominal area of the bolt shall be used (see clause 6.3.3) 4) The allowable stresses of the bolts are :(N/mm²)
st (tensile) sv (shear) sb (bearing)
Grade 4.6
Grade 8.8
(Mild Steel)
(High Yield Steel)
192 (say 195)
448 (say 450)
Table 34 (value x 0.8)
160
375
Table 30
1000
Table 31
460 5) The allowable stresses for the parent metal are :fb
