Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 415

Table 11 — Load adjustment factors for 1-in . diameter Hilti KWIK Bolt 3 stainless steel anchor in uncracked concrete 1 , 2
1-in . KB3 stainless steel uncracked concrete
Spacing factor in tension
ƒ AN
Edge distance factor in tension
ƒ RN
Spacing factor in shear 3
ƒ AV
Edge distance in shear
⊥ toward edge
ƒ RV
II to and away from edge
ƒ RV
Concrete thickness factor in shear 4
ƒ HV
Embedment
in .
4-1 / 2
6-1 / 4
4-1 / 2
6-1 / 4
4-1 / 2
6-1 / 4
4-1 / 2
6-1 / 4
4-1 / 2
6-1 / 4
4-1 / 2
6-1 / 4
h nom
( mm )
( 114 )
( 159 )
( 114 )
( 159 )
( 114 )
( 159 )
( 114 )
( 159 )
( 114 )
( 159 )
( 114 )
( 159 )
Spacing ( s ) / edge distance ( c a
) / concrete thickness ( h ) - in . ( mm )
3
( 76 )
n / a
n / a
n / a
0.43
n / a
n / a
n / a
0.10
n / a
0.20
n / a
n / a
3-1 / 2
( 89 )
n / a
n / a
0.42
0.45
n / a
n / a
0.21
0.12
0.42
0.25
n / a
n / a
4
( 102 )
n / a
n / a
0.45
0.48
n / a
n / a
0.26
0.15
0.45
0.30
n / a
n / a
4-1 / 2
( 114 )
n / a
n / a
0.49
0.51
n / a
n / a
0.31
0.18
0.49
0.36
n / a
n / a
4-3 / 4
( 121 )
n / a
0.64
0.50
0.53
n / a
0.56
0.34
0.20
0.50
0.39
n / a
n / a
5
( 127 )
0.71
0.64
0.52
0.54
0.59
0.56
0.37
0.21
0.52
0.43
n / a
n / a
6
( 152 )
0.75
0.67
0.60
0.60
0.60
0.57
0.48
0.28
0.60
0.56
n / a
n / a
7
( 178 )
0.79
0.70
0.70
0.67
0.62
0.58
0.61
0.35
0.70
0.67
n / a
n / a
8
( 203 )
0.83
0.73
0.80
0.74
0.64
0.60
0.74
0.43
0.80
0.74
0.74
n / a
9
( 229 )
0.88
0.76
0.90
0.82
0.65
0.61
0.89
0.51
0.90
0.82
0.78
n / a
10
( 254 )
0.92
0.79
1.00
0.91
0.67
0.62
1.00
0.60
1.00
0.91
0.83
0.69
11
( 279 )
0.96
0.82
1.00
0.69
0.63
0.69
1.00
0.87
0.72
12
( 305 )
1.00
0.85
0.70
0.64
0.79
0.91
0.76
14
( 356 )
0.91
0.74
0.67
1.00
0.98
0.82
16
( 406 )
0.96
0.77
0.69
1.00
0.87
18
( 457 )
1.00
0.81
0.71
0.92
20
( 508 )
0.84
0.74
0.98
24
( 610 )
0.91
0.79
1.00
30
( 762 )
1.00
0.86
> 36
( 914 )
0.93
1 Linear interpolation not permitted .
2 When combining multiple load adjustment factors ( e . g . for a 4 anchor pattern in a corner with thin concrete member ) the design can become very conservative . To optimize the design , use PROFIS Engineering or perform anchor calculation using design equations from ACI 318 Chapter 17 .
3 Spacing factor reduction in shear , ƒ AV , assumes an influence of a nearby edge . If no edge exists , then ƒ AV
= ƒ AN .
4 Concrete thickness reduction factor in shear , ƒ HV , assumes an influence of a nearby edge . If no edge exists , then ƒ HV
= 1.0 .
If a reduction factor value is in a shaded cell , this indicates that this specific edge distance may not be permitted with a certain spacing ( or vice versa ). Check with table 13 and figure 3 of this section to calculate permissable edge distance , spacing and concrete thickness combinations . Use of Hilti KWIK Bolt 3 anchors with edge distance and spacing dimensions smaller than what is noted in this table is permitted .
3.3.11
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.3.11 KWIK Bolt 3 ( KB 3 ) CARBON AND STAINLESS STEEL SCREW ANCHOR Hilti , Inc . 1-800-879-8000 | en español 1-800-879-5000 | www . hilti . com | Hilti ( Canada ) Corporation | www . hilti . ca | 1-800-363-4458
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