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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
18
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 15 — Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete
1,2
20 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
200
355
390
200
355
390
200
355
390
200
355
390
200
355
390
200
355
390
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
45
n/a
n/a
n/a
0.21
0.11
0.10
n/a
n/a
n/a
0.03
0.02
0.02
0.07
0.04
0.04
n/a
n/a
n/a
100
0.58
0.55
0.54
0.28
0.15
0.14
0.54
0.53
0.53
0.11
0.06
0.06
0.23
0.13
0.12
n/a
n/a
n/a
125
0.60
0.56
0.55
0.32
0.17
0.16
0.55
0.53
0.53
0.16
0.09
0.08
0.32
0.18
0.16
n/a
n/a
n/a
150
0.63
0.57
0.56
0.36
0.19
0.18
0.56
0.54
0.54
0.21
0.12
0.11
0.41
0.24
0.22
n/a
n/a
n/a
175
0.65
0.58
0.57
0.39
0.21
0.19
0.57
0.55
0.54
0.27
0.15
0.14
0.45
0.30
0.27
n/a
n/a
n/a
200
0.67
0.59
0.59
0.44
0.24
0.22
0.58
0.55
0.55
0.32
0.18
0.17
0.49
0.35
0.33
n/a
n/a
n/a
225
0.69
0.61
0.60
0.49
0.26
0.24
0.59
0.56
0.56
0.39
0.22
0.20
0.52
0.37
0.35
n/a
n/a
n/a
250
0.71
0.62
0.61
0.54
0.29
0.27
0.60
0.57
0.56
0.45
0.26
0.23
0.56
0.39
0.37
n/a
n/a
n/a
275
0.73
0.63
0.62
0.59
0.32
0.29
0.61
0.57
0.57
0.52
0.29
0.27
0.60
0.41
0.38
0.66
n/a
n/a
300
0.75
0.64
0.63
0.65
0.35
0.32
0.62
0.58
0.58
0.60
0.34
0.31
0.65
0.42
0.40
0.69
n/a
n/a
325
0.77
0.65
0.64
0.70
0.38
0.35
0.63
0.59
0.58
0.67
0.38
0.34
0.70
0.44
0.42
0.71
n/a
n/a
350
0.79
0.66
0.65
0.75
0.41
0.37
0.64
0.59
0.59
0.75
0.42
0.38
0.75
0.46
0.44
0.74
n/a
n/a
375
0.81
0.68
0.66
0.81
0.44
0.40
0.65
0.60
0.59
0.83
0.47
0.43
0.81
0.49
0.46
0.77
n/a
n/a
400
0.83
0.69
0.67
0.86
0.47
0.43
0.66
0.61
0.60
0.92
0.52
0.47
0.86
0.51
0.47
0.79
n/a
n/a
450
0.88
0.71
0.69
0.97
0.53
0.48
0.68
0.62
0.61
1.00
0.62
0.56
0.97
0.55
0.51
0.84
0.69
0.67
500
0.92
0.73
0.71
1.00
0.59
0.53
0.70
0.63
0.63
0.72
0.66
1.00
0.59
0.55
0.89
0.73
0.71
550
0.96
0.76
0.74
0.65
0.59
0.72
0.65
0.64
0.83
0.76
0.65
0.59
0.93
0.77
0.74
600
1.00
0.78
0.76
0.70
0.64
0.74
0.66
0.65
0.95
0.86
0.70
0.64
0.97
0.80
0.78
650
0.81
0.78
0.76
0.69
0.76
0.67
0.66
1.00
0.97
0.76
0.69
1.00
0.84
0.81
700
0.83
0.80
0.82
0.74
0.78
0.69
0.68
1.00
0.82
0.74
0.87
0.84
800
0.88
0.84
0.94
0.85
0.81
0.71
0.70
0.94
0.85
0.93
0.90
1000
0.97
0.93
1.00
1.00
0.89
0.77
0.75
1.00
1.00
1.00
1.00
1200
1.00
1.00
0.97
0.82
0.80
>1500
1.00
0.90
0.88
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 16 — Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete
1,2
25 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
230
405
504
230
405
504
230
405
504
230
405
504
230
405
504
230
405
504
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
45
n/a
n/a
n/a
0.22
0.12
0.10
n/a
n/a
n/a
0.02
0.01
0.01
0.05
0.03
0.02
n/a
n/a
n/a
125
0.59
0.55
0.54
0.31
0.17
0.14
0.54
0.53
0.52
0.11
0.06
0.05
0.22
0.12
0.10
n/a
n/a
n/a
150
0.61
0.56
0.55
0.35
0.19
0.15
0.55
0.53
0.53
0.14
0.08
0.06
0.28
0.16
0.13
n/a
n/a
n/a
175
0.63
0.57
0.56
0.38
0.21
0.16
0.55
0.54
0.53
0.18
0.10
0.08
0.36
0.20
0.16
n/a
n/a
n/a
200
0.64
0.58
0.57
0.41
0.22
0.18
0.56
0.54
0.54
0.22
0.12
0.10
0.44
0.25
0.20
n/a
n/a
n/a
225
0.66
0.59
0.57
0.45
0.24
0.19
0.57
0.55
0.54
0.26
0.15
0.12
0.48
0.30
0.24
n/a
n/a
n/a
250
0.68
0.60
0.58
0.48
0.26
0.21
0.58
0.55
0.54
0.30
0.17
0.14
0.52
0.35
0.28
n/a
n/a
n/a
275
0.70
0.61
0.59
0.52
0.28
0.23
0.58
0.56
0.55
0.35
0.20
0.16
0.55
0.38
0.32
n/a
n/a
n/a
300
0.72
0.62
0.60
0.57
0.31
0.25
0.59
0.56
0.55
0.40
0.23
0.18
0.58
0.40
0.36
0.60
n/a
n/a
325
0.74
0.63
0.61
0.61
0.34
0.27
0.60
0.57
0.56
0.45
0.26
0.21
0.62
0.41
0.37
0.63
n/a
n/a
350
0.75
0.64
0.62
0.66
0.36
0.29
0.61
0.57
0.56
0.50
0.29
0.23
0.66
0.43
0.38
0.65
n/a
n/a
375
0.77
0.65
0.62
0.71
0.39
0.31
0.61
0.58
0.57
0.56
0.32
0.26
0.71
0.45
0.39
0.67
n/a
n/a
400
0.79
0.66
0.63
0.76
0.41
0.33
0.62
0.58
0.57
0.62
0.35
0.28
0.76
0.47
0.41
0.70
n/a
n/a
450
0.83
0.69
0.65
0.85
0.46
0.37
0.64
0.59
0.58
0.74
0.42
0.34
0.85
0.50
0.44
0.74
n/a
n/a
500
0.86
0.71
0.67
0.94
0.52
0.41
0.65
0.60
0.59
0.86
0.49
0.39
0.94
0.54
0.46
0.78
0.64
n/a
550
0.90
0.73
0.68
1.00
0.57
0.45
0.67
0.61
0.60
0.99
0.56
0.45
1.00
0.58
0.49
0.81
0.67
n/a
600
0.93
0.75
0.70
0.62
0.49
0.68
0.62
0.61
1.00
0.64
0.52
0.62
0.52
0.85
0.70
0.66
650
0.97
0.77
0.71
0.67
0.53
0.70
0.63
0.62
0.73
0.58
0.67
0.55
0.89
0.73
0.68
700
1.00
0.79
0.73
0.72
0.58
0.71
0.64
0.63
0.81
0.65
0.72
0.59
0.92
0.76
0.71
750
0.81
0.75
0.77
0.62
0.73
0.66
0.63
0.90
0.72
0.77
0.62
0.95
0.79
0.73
800
0.83
0.76
0.83
0.66
0.74
0.67
0.64
0.99
0.80
0.83
0.66
0.98
0.81
0.76
1000
0.91
0.83
1.00
0.82
0.80
0.71
0.68
1.00
1.00
1.00
0.82
1.00
0.91
0.85
1200
0.99
0.90
0.99
0.86
0.75
0.71
0.99
1.00
0.93
>1500
1.00
1.00
1.00
0.95
0.81
0.77
1.00
1.00