hsfg slip resistance2
TRANSCRIPT
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1a
f u = 600 f o = 420 n e = 1.00 K h = 0.85
µf = 0.10 µf = 0.20 µf = 0.25 µf = 0.30
1 M3 3 7.07 0.16 0.32 0.40 0.48
2 M3.5 3.5 9.62 0.22 0.44 0.55 0.66
3 M4 4 12.57 0.29 0.57 0.72 0.86
4 M5 5 19.63 0.45 0.90 1.12 1.35
5 M6 6 28.27 0.65 1.29 1.61 1.94
6 M7 7 38.48 0.88 1.76 2.20 2.64
7 M8 8 50.27 1.15 2.30 2.87 3.45
8 M10 10 78.54 1.79 3.59 4.49 5.38
9 M12 12 113.10 2.58 5.17 6.46 7.75
10 M14 14 153.94 3.52 7.03 8.79 10.55
12 M16 16 201.06 4.59 9.19 11.48 13.78
13 M18 18 254.47 5.81 11.63 14.54 17.44
14 M20 20 314.16 7.18 14.36 17.94 21.53
15 M22 22 380.13 8.69 17.37 21.71 26.06
16 M24 24 452.39 10.34 20.67 25.84 31.01
17 M27 27 572.56 13.08 26.16 32.70 39.25
18 M30 30 706.86 16.15 32.30 40.38 48.45
19 M33 33 855.30 19.54 39.08 48.85 58.63
20 M36 36 1017.88 23.26 46.51 58.14 69.77
21 M39 39 1194.59 27.29 54.59 68.23 81.88
Factored Design Shear C
Sl .
No .
D e s i g
n a
t i o n
D i a m e
t e r
( m
m )
Nomina l
Plain
Shank area , A sb
Table Slip Resistance Capacity of Slotted (K h = 0.85) HSFG Bo lts i n k
Property
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2a
1.25
µf = 0.33 µf = 0.48 µf = 0.50 µf = 0.52
0.53 0.78 0.81 0.84 1 M3 3 7.07
0.73 1.06 1.10 1.14 2 M3.5 3.5 9.62
0.95 1.38 1.44 1.49 3 M4 4 12.57
1.48 2.15 2.24 2.33 4 M5 5 19.63
2.13 3.10 3.23 3.36 5 M6 6 28.27
2.90 4.22 4.40 4.57 6 M7 7 38.48
3.79 5.51 5.74 5.97 7 M8 8 50.27
5.92 8.61 8.97 9.33 8 M10 10 78.54
8.53 12.40 12.92 13.44 9 M12 12 113.10
11.61 16.88 17.59 18.29 10 M14 14 153.94
15.16 22.05 22.97 23.89 12 M16 16 201.06
19.19 27.91 29.07 30.23 13 M18 18 254.47
23.69 34.45 35.89 37.33 14 M20 20 314.16
28.66 41.69 43.43 45.16 15 M22 22 380.13
34.11 49.61 51.68 53.75 16 M24 24 452.39
43.17 62.79 65.41 68.03 17 M27 27 572.56
53.30 77.52 80.75 83.98 18 M30 30 706.86
64.49 93.80 97.71 101.62 19 M33 33 855.30
76.75 111.63 116.28 120.93 20 M36 36 1017.88
90.07 131.01 136.47 141.93 21 M39 39 1194.59
apacities , V sf for no sl ip
Nomina l
Plain
Shank area , A sb
for Prop erty Class 6.8 with Sing le Effect ive Interface
Part ial Safety Factor, g mf =
Class 6.8
Table Slip
Sl .
No .
D e s i g
n a
t i o n
D i a m e
t e r
( m
m )
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f u = 800 f o = 560 n e = 1.00 K h = 0.85
µf = 0.10 µf = 0.20 µf = 0.25 µf = 0.30 µf = 0.33 µf = 0.48 µf =
0.22 0.43 0.54 0.65 0.71 1.03
0.29 0.59 0.73 0.88 0.97 1.41
0.38 0.77 0.96 1.15 1.26 1.84
0.60 1.20 1.50 1.79 1.97 2.87
0.86 1.72 2.15 2.58 2.84 4.13
1.17 2.34 2.93 3.52 3.87 5.63
1.53 3.06 3.83 4.59 5.05 7.35
2.39 4.79 5.98 7.18 7.90 11.48
3.45 6.89 8.61 10.34 11.37 16.54
4.69 9.38 11.72 14.07 15.48 22.51
6.13 12.25 15.31 18.38 20.21 29.40
7.75 15.50 19.38 23.26 25.58 37.21
9.57 19.14 23.93 28.71 31.58 45.94
11.58 23.16 28.95 34.74 38.21 55.59
13.78 27.56 34.45 41.34 45.48 66.15
17.44 34.88 43.61 52.33 57.56 83.72
21.53 43.07 53.83 64.60 71.06 103.36
26.06 52.11 65.14 78.17 85.98 125.07
31.01 62.02 77.52 93.03 102.33 148.84
36.39 72.78 90.98 109.18 120.09 174.68
Property Class 8.8
Part ial Saf
Factored Design Shear Capacit ies, V sf for no sl ip
esistance Capacity o f Slotted (K h = 0.85) HSFG Bo lts in kN for Property Class 8.8 with Singl
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3a
1.25 f u = 1000 f o = 700 n e =
0.50 µf = 0.52 µf = 0.10 µf = 0.20 µf =
1.08 1.12 1 M3 3 7.07 0.27 0.54
1.47 1.52 2 M3.5 3.5 9.62 0.37 0.73
1.91 1.99 3 M4 4 12.57 0.48 0.96
2.99 3.11 4 M5 5 19.63 0.75 1.50
4.31 4.48 5 M6 6 28.27 1.08 2.15
5.86 6.10 6 M7 7 38.48 1.47 2.93
7.66 7.96 7 M8 8 50.27 1.91 3.83
11.96 12.44 8 M10 10 78.54 2.99 5.98
17.23 17.92 9 M12 12 113.10 4.31 8.61
23.45 24.39 10 M14 14 153.94 5.86 11.72
30.63 31.85 12 M16 16 201.06 7.66 15.31
38.76 40.31 13 M18 18 254.47 9.69 19.38
47.85 49.77 14 M20 20 314.16 11.96 23.93
57.90 60.22 15 M22 22 380.13 14.48 28.95
68.91 71.66 16 M24 24 452.39 17.23 34.45
87.21 90.70 17 M27 27 572.56 21.80 43.61
107.67 111.98 18 M30 30 706.86 26.92 53.83
130.28 135.49 19 M33 33 855.30 32.57 65.14
155.04 161.25 20 M36 36 1017.88 38.76 77.52
181.96 189.24 21 M39 39 1194.59 45.49 90.98
ty Factor , g mf =
Table Effect ive Interface Slip Res is tance Capacity o f Slo tted (K h
Sl .
No .
D e s i g
n a
t i o n
D i a m e
t e r
( m
m )
Nomina l
Plain
Shank area , A sb
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1.00 K h = 0.85 1.25
0.25 µf = 0.30 µf = 0.33 µf = 0.48 µf = 0.50 µf = 0.52
0.67 0.81 0.89 1.29 1.35 1.40
0.92 1.10 1.21 1.76 1.83 1.90
1.20 1.44 1.58 2.30 2.39 2.49
1.87 2.24 2.47 3.59 3.74 3.89
2.69 3.23 3.55 5.17 5.38 5.60
3.66 4.40 4.84 7.03 7.33 7.62
4.79 5.74 6.32 9.19 9.57 9.95
7.48 8.97 9.87 14.36 14.95 15.55
10.77 12.92 14.21 20.67 21.53 22.40
14.66 17.59 19.34 28.14 29.31 30.48
19.14 22.97 25.27 36.75 38.28 39.81
24.23 29.07 31.98 46.51 48.45 50.39
29.91 35.89 39.48 57.42 59.82 62.21
36.19 43.43 47.77 69.48 72.38 75.27
43.07 51.68 56.85 82.69 86.14 89.58
54.51 65.41 71.95 104.65 109.02 113.38
67.29 80.75 88.83 129.20 134.59 139.97
81.42 97.71 107.48 156.34 162.85 169.36
96.90 116.28 127.91 186.05 193.80 201.56
113.72 136.47 150.12 218.35 227.45 236.55
0.85) HSFG Bolts in kN for Prop erty Class 10.9 wi th Sing le Effective Interface
Property Class 10.9
Part ial Safety Factor , g mf =
Factored Design Shear Capacit ies, V s f for no sl ip
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4a
f u = 1200 f o = 840 n e = 1.00 K h = 0.85
µf = 0.10 µf = 0.20 µf = 0.25 µf = 0.30 µf =
1 M3 3 7.07 0.32 0.65 0.81 0.97
2 M3.5 3.5 9.62 0.44 0.88 1.10 1.32
3 M4 4 12.57 0.57 1.15 1.44 1.72
4 M5 5 19.63 0.90 1.79 2.24 2.69
5 M6 6 28.27 1.29 2.58 3.23 3.88
6 M7 7 38.48 1.76 3.52 4.40 5.28
7 M8 8 50.27 2.30 4.59 5.74 6.89
8 M10 10 78.54 3.59 7.18 8.97 10.77
9 M12 12 113.10 5.17 10.34 12.92 15.50
10 M14 14 153.94 7.03 14.07 17.59 21.10
12 M16 16 201.06 9.19 18.38 22.97 27.56
13 M18 18 254.47 11.63 23.26 29.07 34.88
14 M20 20 314.16 14.36 28.71 35.89 43.07
15 M22 22 380.13 17.37 34.74 43.43 52.11
16 M24 24 452.39 20.67 41.34 51.68 62.02
17 M27 27 572.56 26.16 52.33 65.41 78.49
18 M30 30 706.86 32.30 64.60 80.75 96.90
19 M33 33 855.30 39.08 78.17 97.71 117.25
20 M36 36 1017.88 46.51 93.03 116.28 139.54
21 M39 39 1194.59 54.59 109.18 136.47 163.76
Table Slip Resistance Capacity of Slotted (K h = 0.85) HSFG Bolt s in k N for
Sl .
No .
D e s i g
n a
t i o n
D i a m e
t e r
( m
m )
Nomina l
Plain
Shank area , A sb
Property Class
Factored Design Sh ear Capacit
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1.25
0.33 µf = 0.48 µf = 0.50 µf = 0.52
1.07 1.55 1.62 1.68
1.45 2.11 2.20 2.29
1.90 2.76 2.87 2.99
2.96 4.31 4.49 4.66
4.26 6.20 6.46 6.72
5.80 8.44 8.79 9.14
7.58 11.03 11.49 11.95
11.84 17.23 17.94 18.66
17.06 24.81 25.84 26.87
23.21 33.77 35.17 36.58
30.32 44.10 45.94 47.78
38.37 55.82 58.14 60.47
47.37 68.91 71.78 74.65
57.32 83.38 86.85 90.33
68.22 99.23 103.36 107.50
86.34 125.59 130.82 136.05
106.59 155.04 161.50 167.96
128.98 187.60 195.42 203.24
153.49 223.26 232.57 241.87
180.14 262.02 272.94 283.86
roperty Class 12.9 with Single Effect ive Interface
2.9
Part ial Safety Factor, g mf =
ies, V s f for no sl ip
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0
5
10
15
20
25
30
35
40
0.00 25.00 50.00 75.00 100.00 125.00
D I A M E T E R O
F B O L T ( M M )
SHEAR STRENGTH (kN) FOR NO SLIP
FACTORED DESIGN SHEAR CAPACITY OF HSFG BOLTS FOR VARIOUS VALUES OF mf FOR NO SLIP & PROPERTY CLASS 6.8 WITH SINGLE EFFECTIVE INTERFACE (ne = 1) & Kh
=0.85
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150.00
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0
5
10
15
20
25
30
35
40
0.00 25.00 50.00 75.00 100.00 125.00 150.00 175.00
D I A M E T E R O
F B O L T ( M M )
SHEAR STRENGTH (kN) FOR NO SLIP
FACTORED DESIGN SHEAR CAPACITY OF HSFG BOLTS FOR VARIOUS VALUES OF mf FOR NO SLIP & PROPERTY CLASS 8.8 WITH SINGLE EFFECTIVE INTERFACE (ne = 1) & Kh
=0.85
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200.00
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0
5
10
15
20
25
30
35
40
0.00 25.00 50.00 75.00 100.00 125.00 150.00 175.00 200.00 225.00
D I A M E T E R O
F B O L T ( M M )
SHEAR STRENGTH (kN) FOR NO SLIP
FACTORED DESIGN SHEAR CAPACITY OF HSFG BOLTS FOR VARIOUS VALUES OF mf FOR NO SLIP & PROPERTY CLASS 10.9 WITH SINGLE EFFECTIVE INTERFACE (ne = 1) & Kh
=0.85
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250.00
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0
5
10
15
20
25
30
35
40
0.00 25.00 50.00 75.00 100.00 125.00 150.00 175.00 200.00 225.00 250.00 275.00
D I A M E T E R O
F B O L T ( M M )
SHEAR STRENGTH (kN) FOR NO SLIP
FACTORED DESIGN SHEAR CAPACITY OF HSFG BOLTS FOR VARIOUS VALUES OF mf FOR NO SLIP & PROPERTY CLASS 12.9 WITH SINGLE EFFECTIVE INTERFACE (ne = 1) & Kh
=0.85
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300.00