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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
17
Hilti, Inc. (USA) 1-800-879-8000 I
www.us.hilti.com
I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I
www.hilti.ca
I HIT-HY 100 Technical Supplement 01/14
Table 13 — Load Adjustment Factors for 10 M Canadian Rebar in Uncracked Concrete
1,2
10 M
Uncracked
Concrete
Spacing Factor in
Tension
f
AN
Edge Distance Factor
in Tension
f
RN
Spacing Factor in
Shear
3
f
AV
Edge Distance in Shear
Conc. Thickness
Factor in Shear
4
f
HV
┴
Toward Edge
f
RV
⃦
To Edge
f
RV
Embedment
h
ef
mm
115
180
226
115
180
226
115
180
226
115
180
226
115
180
226
115
180
226
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
45
n/a
n/a
n/a
0.25
0.16
0.12
n/a
n/a
n/a
0.08
0.05
0.04
0.16
0.10
0.08
n/a
n/a
n/a
50
0.57
0.55
0.54
0.27
0.17
0.13
0.53
0.53
0.52
0.10
0.06
0.05
0.19
0.12
0.10
n/a
n/a
n/a
75
0.61
0.57
0.56
0.33
0.20
0.16
0.55
0.54
0.53
0.18
0.11
0.09
0.35
0.22
0.18
n/a
n/a
n/a
100
0.64
0.59
0.57
0.39
0.24
0.19
0.57
0.55
0.54
0.27
0.17
0.14
0.45
0.35
0.28
n/a
n/a
n/a
125
0.68
0.62
0.59
0.47
0.29
0.23
0.59
0.56
0.56
0.38
0.24
0.19
0.51
0.39
0.35
n/a
n/a
n/a
150
0.72
0.64
0.61
0.56
0.35
0.28
0.60
0.58
0.57
0.50
0.32
0.25
0.58
0.42
0.37
0.65
n/a
n/a
175
0.75
0.66
0.63
0.66
0.41
0.32
0.62
0.59
0.58
0.63
0.40
0.32
0.66
0.46
0.40
0.70
n/a
n/a
200
0.79
0.69
0.65
0.75
0.47
0.37
0.64
0.60
0.59
0.76
0.49
0.39
0.75
0.51
0.43
0.75
n/a
n/a
225
0.83
0.71
0.67
0.85
0.52
0.41
0.66
0.62
0.60
0.91
0.58
0.46
0.85
0.55
0.47
0.79
0.68
n/a
250
0.86
0.73
0.68
0.94
0.58
0.46
0.67
0.63
0.61
1.00
0.68
0.54
0.94
0.59
0.50
0.83
0.72
n/a
275
0.90
0.75
0.70
1.00
0.64
0.51
0.69
0.64
0.62
0.79
0.63
1.00
0.64
0.53
0.88
0.75
0.70
300
0.93
0.78
0.72
0.70
0.55
0.71
0.66
0.63
0.90
0.71
0.70
0.57
0.91
0.79
0.73
325
0.97
0.80
0.74
0.76
0.60
0.73
0.67
0.64
1.00
0.81
0.76
0.60
0.95
0.82
0.76
350
1.00
0.82
0.76
0.82
0.64
0.74
0.68
0.66
0.90
0.82
0.64
0.99
0.85
0.79
375
0.85
0.78
0.87
0.69
0.76
0.69
0.67
1.00
0.87
0.69
1.00
0.88
0.82
400
0.87
0.79
0.93
0.74
0.78
0.71
0.68
0.93
0.74
0.91
0.84
450
0.92
0.83
1.00
0.83
0.81
0.73
0.70
1.00
0.83
0.96
0.89
500
0.96
0.87
0.92
0.85
0.76
0.72
0.92
1.00
0.94
550
1.00
0.91
1.00
0.88
0.78
0.74
1.00
0.99
600
0.94
0.92
0.81
0.77
1.00
700
1.00
0.99
0.86
0.81
800
1.00
0.91
0.86
1000
1.00
0.94
>1200
1.00
1 Linear interpolation not permitted
2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque.
3 Spacing factor reduction in shear,
f
AV
, assumes an influence of a nearby edge. If no edge exists, then
f
AV
=
f
AN
.
4 Concrete thickness reduction factor in shear,
f
HV
, assumes an influence of a nearby edge. If no edge exists, then
f
HV
= 1.0.
Table 14 — Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete
1,2
15 M
Uncracked
Concrete
Spacing Factor in
Tension
f
AN
Edge Distance Factor
in Tension
f
RN
Spacing Factor in
Shear
3
f
AV
Edge Distance in Shear
Conc. Thickness
Factor in Shear
4
f
HV
┴
Toward Edge
f
RV
⃦
To Edge
f
RV
Embedment
h
ef
mm
145
250
320
145
250
320
145
250
320
145
250
320
145
250
320
145
250
320
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
45
n/a
n/a
n/a
0.25
0.14
0.11
n/a
n/a
n/a
0.05
0.03
0.02
0.11
0.06
0.05
n/a
n/a
n/a
75
0.59
0.55
0.54
0.30
0.17
0.13
0.54
0.53
0.52
0.12
0.07
0.05
0.23
0.14
0.11
n/a
n/a
n/a
100
0.61
0.57
0.55
0.35
0.20
0.15
0.55
0.54
0.53
0.18
0.10
0.08
0.36
0.21
0.16
n/a
n/a
n/a
125
0.64
0.58
0.57
0.40
0.23
0.18
0.57
0.55
0.54
0.25
0.15
0.11
0.44
0.29
0.23
n/a
n/a
n/a
150
0.67
0.60
0.58
0.45
0.26
0.20
0.58
0.56
0.55
0.33
0.19
0.15
0.49
0.36
0.30
n/a
n/a
n/a
175
0.70
0.62
0.59
0.51
0.29
0.22
0.59
0.56
0.55
0.42
0.24
0.19
0.54
0.38
0.34
0.61
n/a
n/a
200
0.73
0.63
0.60
0.58
0.33
0.26
0.61
0.57
0.56
0.51
0.30
0.23
0.60
0.41
0.36
0.65
n/a
n/a
225
0.76
0.65
0.62
0.66
0.37
0.29
0.62
0.58
0.57
0.61
0.35
0.28
0.66
0.44
0.38
0.69
n/a
n/a
250
0.79
0.67
0.63
0.73
0.41
0.32
0.63
0.59
0.58
0.71
0.41
0.32
0.73
0.46
0.40
0.73
n/a
n/a
275
0.82
0.68
0.64
0.80
0.45
0.35
0.65
0.60
0.59
0.82
0.48
0.37
0.80
0.49
0.42
0.76
n/a
n/a
300
0.84
0.70
0.66
0.88
0.50
0.38
0.66
0.61
0.59
0.94
0.54
0.42
0.88
0.52
0.44
0.80
0.67
n/a
325
0.87
0.72
0.67
0.95
0.54
0.42
0.67
0.62
0.60
1.00
0.61
0.48
0.95
0.56
0.47
0.83
0.69
n/a
350
0.90
0.73
0.68
1.00
0.58
0.45
0.69
0.63
0.61
0.68
0.53
1.00
0.59
0.49
0.86
0.72
0.66
375
0.93
0.75
0.70
0.62
0.48
0.70
0.64
0.62
0.76
0.59
0.62
0.51
0.89
0.74
0.69
400
0.96
0.77
0.71
0.66
0.51
0.71
0.65
0.63
0.84
0.65
0.66
0.54
0.92
0.77
0.71
450
1.00
0.80
0.73
0.74
0.58
0.74
0.67
0.64
1.00
0.78
0.74
0.58
0.98
0.82
0.75
500
0.83
0.76
0.83
0.64
0.77
0.68
0.66
0.91
0.83
0.64
1.00
0.86
0.79
550
0.87
0.79
0.91
0.70
0.79
0.70
0.67
1.00
0.91
0.70
0.90
0.83
600
0.90
0.81
0.99
0.77
0.82
0.72
0.69
0.99
0.77
0.94
0.87
650
0.93
0.84
1.00
0.83
0.85
0.74
0.70
1.00
0.83
0.98
0.90
700
0.97
0.86
0.90
0.87
0.76
0.72
0.90
1.00
0.94
800
1.00
0.92
1.00
0.93
0.80
0.75
1.00
1.00
1000
1.00
1.00
0.87
0.81
>1200
0.94
0.88