hsfg slip resistance2

7/27/2019 HSFG Slip Resistance2

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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



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 )



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



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



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



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



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



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



150.00



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 )



=0.85



200.00



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 )



=0.85



250.00



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 )



=0.85



300.00

hsfg slip resistance2

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