HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
12
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 4 — Load Adjustment Factors for #4 US Rebar in Uncracked Concrete
1,2
#4
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
in (mm)
4-1/2
6
10
4-1/2
6
10
4-1/2
6
10
4-1/2
6
10
4-1/2
6
10
4-1/2
6
10
(114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254)
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
1-3/4
(44)
n/a
n/a
n/a
0.27
0.20
0.12
n/a
n/a
n/a
0.07
0.05
0.03
0.14
0.11
0.06
n/a
n/a
n/a
2-1/2
(64)
0.59
0.57
0.54
0.32
0.23
0.14
0.54
0.53
0.52
0.12
0.09
0.05
0.24
0.18
0.11
n/a
n/a
n/a
3
(76)
0.61
0.58
0.55
0.35
0.26
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
4
(102)
0.65
0.61
0.57
0.42
0.30
0.18
0.57
0.55
0.54
0.24
0.18
0.11
0.45
0.37
0.22
n/a
n/a
n/a
5
(127)
0.69
0.64
0.58
0.49
0.36
0.21
0.58
0.57
0.55
0.34
0.26
0.15
0.51
0.42
0.31
n/a
n/a
n/a
5-3/4
(146)
0.71
0.66
0.60
0.55
0.40
0.23
0.59
0.58
0.55
0.42
0.31
0.19
0.57
0.46
0.34
0.61
n/a
n/a
6
(152)
0.72
0.67
0.60
0.57
0.42
0.24
0.60
0.58
0.56
0.45
0.34
0.20
0.59
0.47
0.35
0.62
n/a
n/a
7
(178)
0.76
0.69
0.62
0.67
0.49
0.29
0.61
0.59
0.57
0.56
0.42
0.25
0.67
0.52
0.38
0.67
n/a
n/a
7-1/4
(184)
0.77
0.70
0.62
0.69
0.51
0.30
0.62
0.60
0.57
0.59
0.45
0.27
0.69
0.53
0.38
0.69
0.62
n/a
8
(203)
0.80
0.72
0.63
0.76
0.56
0.33
0.63
0.61
0.58
0.69
0.52
0.31
0.76
0.57
0.40
0.72
0.66
n/a
9
(229)
0.83
0.75
0.65
0.86
0.63
0.37
0.65
0.62
0.59
0.82
0.62
0.37
0.86
0.63
0.43
0.76
0.69
n/a
10
(254)
0.87
0.78
0.67
0.95
0.70
0.41
0.66
0.63
0.60
0.96
0.72
0.43
0.95
0.70
0.46
0.81
0.73
n/a
11-1/4
(286)
0.92
0.81
0.69
1.00
0.78
0.46
0.68
0.65
0.61
1.00
0.86
0.52
1.00
0.78
0.50
0.86
0.78
0.66
12
(305)
0.94
0.83
0.70
0.84
0.49
0.70
0.66
0.61
0.95
0.57
0.84
0.52
0.88
0.80
0.68
14
(356)
1.00
0.89
0.73
0.98
0.57
0.73
0.69
0.63
1.00
0.72
0.98
0.58
0.95
0.87
0.73
16
(406)
0.94
0.77
1.00
0.65
0.76
0.71
0.65
0.88
1.00
0.65
1.00
0.93
0.78
18
(457)
1.00
0.80
0.73
0.79
0.74
0.67
1.00
0.73
0.98
0.83
20
(508)
0.83
0.82
0.83
0.77
0.69
0.82
1.00
0.87
22
(559)
0.87
0.90
0.86
0.80
0.71
0.90
0.92
24
(610)
0.90
0.98
0.89
0.82
0.73
0.98
0.96
30
(762)
1.00
1.00
0.99
0.90
0.79
1.00
1.00
36
(914)
1.00
0.98
0.84
>48
(1219)
1.00
0.96
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 5 — Load Adjustment Factors for #5 US Rebar in Uncracked Concrete
1,2
#5
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
in (mm)
5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2
(143)
(191)
(318) (143)
(191)
(318) (143)
(191)
(318) (143)
(191)
(318) (143)
(191)
(318) (143)
(191)
(318)
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
1-3/4
(44)
n/a
n/a
n/a
0.25
0.19
0.11
n/a
n/a
n/a
0.05
0.04
0.02
0.10
0.08
0.05
n/a
n/a
n/a
3-1/8
(79)
0.59
0.57
0.54
0.32
0.23
0.14
0.54
0.53
0.52
0.12
0.09
0.05
0.24
0.18
0.11
n/a
n/a
n/a
4
(102)
0.62
0.59
0.55
0.36
0.27
0.16
0.55
0.54
0.53
0.17
0.13
0.08
0.35
0.26
0.16
n/a
n/a
n/a
4-5/8
(117)
0.64
0.60
0.56
0.39
0.29
0.17
0.56
0.55
0.54
0.22
0.16
0.10
0.43
0.33
0.20
n/a
n/a
n/a
5
(127)
0.65
0.61
0.57
0.41
0.30
0.18
0.57
0.55
0.54
0.24
0.18
0.11
0.45
0.37
0.22
n/a
n/a
n/a
6
(152)
0.68
0.63
0.58
0.47
0.34
0.20
0.58
0.56
0.55
0.32
0.24
0.14
0.50
0.41
0.29
n/a
n/a
n/a
7
(178)
0.71
0.66
0.59
0.53
0.39
0.23
0.59
0.58
0.55
0.40
0.30
0.18
0.55
0.45
0.34
n/a
n/a
n/a
7-1/8
(181)
0.71
0.66
0.60
0.54
0.40
0.23
0.59
0.58
0.55
0.41
0.31
0.19
0.56
0.46
0.34
0.61
n/a
n/a
8
(203)
0.74
0.68
0.61
0.61
0.45
0.26
0.60
0.59
0.56
0.49
0.37
0.22
0.61
0.49
0.36
0.65
n/a
n/a
9
(229)
0.77
0.70
0.62
0.68
0.50
0.29
0.62
0.60
0.57
0.59
0.44
0.26
0.68
0.53
0.38
0.68
0.62
n/a
10
(254)
0.80
0.72
0.63
0.76
0.56
0.33
0.63
0.61
0.58
0.69
0.52
0.31
0.76
0.57
0.40
0.72
0.66
n/a
11
(279)
0.83
0.74
0.65
0.83
0.61
0.36
0.64
0.62
0.58
0.79
0.60
0.36
0.83
0.62
0.42
0.76
0.69
n/a
12
(305)
0.86
0.77
0.66
0.91
0.67
0.39
0.66
0.63
0.59
0.91
0.68
0.41
0.91
0.67
0.45
0.79
0.72
n/a
14
(356)
0.91
0.81
0.69
1.00
0.78
0.46
0.68
0.65
0.61
1.00
0.86
0.51
1.00
0.78
0.49
0.85
0.78
0.65
16
(406)
0.97
0.86
0.71
0.89
0.52
0.71
0.67
0.62
1.00
0.63
0.89
0.54
0.91
0.83
0.70
18
(457)
1.00
0.90
0.74
1.00
0.59
0.73
0.69
0.64
0.75
1.00
0.59
0.97
0.88
0.74
20
(508)
0.94
0.77
0.65
0.76
0.71
0.65
0.88
0.65
1.00
0.93
0.78
22
(559)
0.99
0.79
0.72
0.79
0.74
0.67
1.00
0.72
0.97
0.82
24
(610)
1.00
0.82
0.78
0.81
0.76
0.68
0.78
1.00
0.86
26
(660)
0.85
0.85
0.84
0.78
0.70
0.85
0.89
28
(711)
0.87
0.91
0.86
0.80
0.71
0.91
0.92
30
(762)
0.90
0.98
0.89
0.82
0.73
0.98
0.96
36
(914)
0.98
1.00
0.97
0.89
0.77
1.00
1.00
>48
(1219)
1.00
1.00
1.00
0.87