Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 215

Anchor Fastening Technical Guide , Edition 22
Table 23 — Load adjustment factors for # 3 rebar in uncracked concrete 1 , 2 , 3
Edge distance in shear
# 3 Rebar uncracked concrete
Spacing factor in tension
ƒ AN
Edge distance factor in tension
ƒ RN
Spacing factor in shear 4
ƒ AV
┴ Toward edge
ƒ RV
⃦ To edge
ƒ RV
Concrete thickness factor in shear 5
Embedment h ef
in .
( mm )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
3-3 / 8
( 86 )
4-1 / 2
( 114 )
7-1 / 2
( 191 )
1-3 / 4
( 44 )
n / a
n / a
n / a
0.33
0.24
0.14
n / a
n / a
n / a
0.13
0.10
0.06
0.26
0.20
0.12
n / a
n / a
n / a
1-7 / 8
( 48 )
0.59
0.57
0.54
0.34
0.25
0.14
0.55
0.54
0.53
0.14
0.11
0.07
0.29
0.22
0.13
n / a
n / a
n / a
2
( 51 )
0.60
0.57
0.54
0.35
0.25
0.15
0.55
0.54
0.53
0.16
0.12
0.07
0.32
0.24
0.14
n / a
n / a
n / a
3
( 76 )
0.65
0.61
0.57
0.45
0.33
0.19
0.57
0.56
0.54
0.29
0.22
0.13
0.45
0.33
0.19
n / a
n / a
n / a
4
( 102 )
0.70
0.65
0.59
0.56
0.41
0.24
0.60
0.58
0.56
0.45
0.34
0.20
0.56
0.41
0.24
n / a
n / a
n / a
4-5 / 8
( 117 )
0.73
0.67
0.60
0.65
0.47
0.28
0.61
0.59
0.57
0.56
0.42
0.25
0.65
0.47
0.28
0.67
n / a
n / a
5
( 127 )
0.75
0.69
0.61
0.71
0.51
0.30
0.62
0.60
0.57
0.63
0.47
0.28
0.71
0.51
0.30
0.70
n / a
n / a
5-3 / 4
( 146 )
0.78
0.71
0.63
0.81
0.59
0.34
0.64
0.62
0.58
0.78
0.58
0.35
0.81
0.59
0.34
0.75
0.68
n / a
6
( 152 )
0.80
0.72
0.63
0.85
0.62
0.36
0.65
0.62
0.59
0.83
0.62
0.37
0.85
0.62
0.36
0.77
0.70
n / a
7
( 178 )
0.85
0.76
0.66
0.99
0.72
0.42
0.67
0.64
0.60
1.00
0.78
0.47
0.99
0.72
0.42
0.83
0.75
n / a
8
( 203 )
0.90
0.80
0.68
1.00
0.82
0.48
0.70
0.66
0.62
0.96
0.57
1.00
0.82
0.48
0.89
0.80
n / a
8-3 / 4
( 222 )
0.93
0.82
0.69
0.90
0.52
0.71
0.68
0.63
1.00
0.66
0.90
0.52
0.93
0.84
0.71
9
( 229 )
0.94
0.83
0.70
0.92
0.54
0.72
0.68
0.63
0.68
0.92
0.54
0.94
0.85
0.72
10
( 254 )
0.99
0.87
0.72
1.00
0.59
0.74
0.70
0.64
0.80
1.00
0.59
0.99
0.90
0.76
11
( 279 )
1.00
0.91
0.74
0.65
0.77
0.72
0.66
0.93
0.65
1.00
0.94
0.80
12
( 305 )
0.94
0.77
0.71
0.79
0.74
0.67
1.00
0.71
0.99
0.83
14
( 356 )
1.00
0.81
0.83
0.84
0.78
0.70
0.83
1.00
0.90
16
( 406 )
0.86
0.95
0.89
0.82
0.73
0.95
0.96
18
( 457 )
0.90
1.00
0.94
0.86
0.76
1.00
1.00
24
( 610 )
1.00
1.00
0.99
0.85
30
( 762 )
1.00
0.93
36
( 914 )
1.00
> 48
( 1219 )
Spacing ( s ) / Edge distance ( c a ) / Concrete thickness ( h ), - in . ( mm ) ƒ HV
3.2.5
Table 24 — Load adjustment factors for # 4 rebar in uncracked concrete 1 , 2 , 3
# 4 Rebar uncracked concrete
Spacing factor in tension
ƒ AN
Edge distance factor in tension
ƒ RN
Spacing factor in shear 4
ƒ AV
┴ Toward edge
ƒ RV
Edge distance in shear
⃦ To edge
ƒ RV
Concrete thickness factor in shear 5
Embedment h ef
in .
( mm )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
4-1 / 2
( 114 )
6
( 152 )
10
( 254 )
1-3 / 4
( 44 )
n / a
n / a
n / a
0.28
0.21
0.12
n / a
n / a
n / a
0.09
0.06
0.04
0.17
0.13
0.08
n / a
n / a
n / a
2-1 / 2
( 64 )
0.59
0.57
0.54
0.33
0.24
0.14
0.55
0.54
0.53
0.15
0.11
0.07
0.29
0.22
0.13
n / a
n / a
n / a
3
( 76 )
0.61
0.58
0.55
0.36
0.27
0.16
0.56
0.55
0.53
0.19
0.14
0.09
0.36
0.27
0.16
n / a
n / a
n / a
4
( 102 )
0.65
0.61
0.57
0.44
0.32
0.19
0.57
0.56
0.54
0.30
0.22
0.13
0.44
0.32
0.19
n / a
n / a
n / a
5
( 127 )
0.69
0.64
0.58
0.52
0.38
0.22
0.59
0.58
0.55
0.41
0.31
0.19
0.52
0.38
0.22
n / a
n / a
n / a
5-3 / 4
( 146 )
0.71
0.66
0.60
0.59
0.43
0.25
0.61
0.59
0.56
0.51
0.38
0.23
0.59
0.43
0.25
0.65
n / a
n / a
6
( 152 )
0.72
0.67
0.60
0.62
0.45
0.27
0.61
0.59
0.57
0.54
0.41
0.24
0.62
0.45
0.27
0.67
n / a
n / a
7
( 178 )
0.76
0.69
0.62
0.72
0.53
0.31
0.63
0.61
0.58
0.68
0.51
0.31
0.72
0.53
0.31
0.72
n / a
n / a
7-1 / 4
( 184 )
0.77
0.70
0.62
0.75
0.55
0.32
0.63
0.61
0.58
0.72
0.54
0.32
0.75
0.55
0.32
0.73
0.67
n / a
8
( 203 )
0.80
0.72
0.63
0.82
0.60
0.35
0.65
0.62
0.59
0.84
0.63
0.38
0.82
0.60
0.35
0.77
0.70
n / a
9
( 229 )
0.83
0.75
0.65
0.93
0.68
0.40
0.67
0.64
0.60
1.00
0.75
0.45
0.93
0.68
0.40
0.82
0.74
n / a
10
( 254 )
0.87
0.78
0.67
1.00
0.76
0.44
0.68
0.65
0.61
0.88
0.53
1.00
0.76
0.44
0.86
0.78
n / a
11-1 / 4
( 286 )
0.92
0.81
0.69
0.85
0.50
0.71
0.67
0.62
1.00
0.63
0.85
0.50
0.91
0.83
0.70
12
( 305 )
0.94
0.83
0.70
0.91
0.53
0.72
0.68
0.63
0.69
0.91
0.53
0.94
0.86
0.72
14
( 356 )
1.00
0.89
0.73
1.00
0.62
0.76
0.71
0.65
0.87
1.00
0.62
1.00
0.92
0.78
16
( 406 )
0.94
0.77
0.71
0.80
0.74
0.67
1.00
0.71
0.99
0.83
18
( 457 )
1.00
0.80
0.80
0.83
0.77
0.70
0.80
1.00
0.88
20
( 508 )
0.83
0.88
0.87
0.81
0.72
0.88
0.93
22
( 559 )
0.87
0.97
0.91
0.84
0.74
0.97
0.98
24
( 610 )
0.90
1.00
0.94
0.87
0.76
1.00
1.00
30
( 762 )
1.00
1.00
0.96
0.83
36
( 914 )
1.00
0.89
> 48
( 1219 )
1.00
Spacing ( s ) / Edge distance ( c a
) / Concrete thickness ( h ), - in . ( mm )
1 Linear interpolation not permitted 2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 0.30 T max for 5d ≤ s ≤ 16-in . and to 0.5 T max for s > 16-in . 3 When combining multiple load adjustment factors ( e . g . for a four-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 . 4 Spacing factor reduction in shear applicable when c < 3 * h ef
. ƒ AV , is applicable when edge distance , c < 3 * h ef
. If c ≥ 3 * h ef , then ƒ AV
= ƒ AN .
5 Concrete thickness reduction factor in shear , ƒ HV , is applicable when edge distance , c < 3 * h ef
. If c ≥ 3 * h ef , then ƒ HV
= 1.0 . ƒ HV
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.5 HIT-ICE ADHESIVE ANCHORING SYSTEM 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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