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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
25
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 25 — Load Adjustment Factors for 7/8-in. Diameter Fractional Threaded Rods in Uncracked Concrete
1,2
7/8 in
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)
3-1/2 7-7/8 10-1/2 17-1/2 3-1/2 7-7/8 10-1/2 17-1/2 3-1/2 7-7/8 10-1/2 17-1/2 3-1/2 7-7/8 10-1/2 17-1/2 3-1/2 7-7/8 10-1/2 17-1/2 3-1/2 7-7/8 10-1/2 17-1/2
(89)
(200)
(267)
(445)
(89)
(200)
(267)
(445)
(89)
(200)
(267)
(445)
(89)
(200)
(267)
(445)
(89)
(200)
(267)
(445)
(89)
(200)
(267)
(445)
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
1-3/4
(44)
n/a n/a n/a
n/a
0.36
0.23 0.17 0.10 n/a n/a n/a
n/a
0.09
0.03 0.02 0.01 0.18 0.05 0.04 0.02 n/a n/a n/a
n/a
4-3/8 (111)
0.60 0.59
0.57 0.54 0.58 0.31 0.23 0.13 0.58 0.54 0.53 0.52 0.35 0.11 0.07 0.04
0.60
0.22 0.14 0.08 n/a n/a n/a
n/a
5
(127)
0.62 0.61
0.58 0.55
0.61
0.33 0.24 0.14
0.59
0.54 0.53 0.52 0.43 0.13
0.09
0.05
0.66
0.27 0.17 0.10 n/a n/a n/a
n/a
5-1/2 (140)
0.63 0.62 0.59
0.55
0.65
0.34 0.25 0.15
0.60
0.55 0.54 0.52 0.50 0.15 0.10
0.06
0.72 0.31 0.20 0.11
0.65
n/a n/a
n/a
6
(152)
0.64 0.63 0.60 0.56 0.68 0.36 0.26 0.16 0.61
0.55 0.54 0.53 0.57 0.17 0.11
0.06
0.78 0.35 0.23 0.13
0.68
n/a n/a
n/a
7
(178)
0.66 0.65 0.61
0.57 0.74
0.39 0.29
0.17
0.63 0.56
0.55 0.53 0.71 0.22 0.14 0.08
0.91
0.41
0.29 0.16
0.73 n/a n/a
n/a
8
(203)
0.69 0.67 0.63
0.58 0.81 0.43 0.32 0.18
0.65
0.57 0.55 0.54 0.87 0.27 0.17 0.10 1.00 0.44 0.35 0.20 0.78 n/a n/a
n/a
9
(229)
0.71
0.69 0.64 0.59
0.87
0.46
0.34 0.20
0.67
0.58
0.56
0.54 1.00 0.32 0.21 0.12
0.48
0.39
0.23 0.83 n/a n/a
n/a
9-7/8
(251) 0.73 0.71
0.66 0.59 0.94
0.50 0.37 0.21
0.69 0.59 0.56
0.54
0.37 0.24 0.13
0.51 0.41 0.27 0.87
0.59
n/a
n/a
10
(254) 0.73 0.71
0.66 0.60 0.94
0.50 0.37 0.22
0.69 0.59
0.57 0.54
0.38 0.24 0.14
0.51 0.42 0.27 0.87
0.59
n/a
n/a
11
(279) 0.76
0.73
0.67 0.60
1.00 0.54 0.40 0.23 0.71
0.60
0.57 0.55
0.43 0.28
0.16
0.55 0.44 0.32
0.91 0.62
n/a
n/a
12
(305) 0.78 0.75
0.69 0.61
0.59
0.44
0.26
0.73
0.60
0.58 0.55
0.49
0.32 0.18
0.59
0.47 0.34
0.95 0.65
n/a
n/a
12-1/2 (318)
0.79 0.76
0.70
0.62
0.62
0.45 0.27 0.74
0.61
0.58
0.56
0.52 0.34
0.19
0.62
0.48 0.35
0.97 0.66
0.57 n/a
14
(356)
0.83 0.80 0.72
0.63
0.69
0.51 0.30 0.77
0.62 0.59 0.56
0.62
0.40 0.23
0.69
0.52 0.37 1.00 0.70
0.60
n/a
16
(406)
0.87 0.84 0.75
0.65
0.79
0.58 0.34 0.80
0.64 0.60
0.57
0.76 0.49
0.28
0.79
0.58 0.40
0.75
0.65
n/a
18
(457)
0.92
0.88
0.79 0.67
0.89 0.66
0.38 0.84
0.66 0.62
0.58
0.91 0.59
0.33
0.89 0.66
0.43
0.79 0.68
n/a
19-1/2 (495) 0.95 0.91
0.81
0.69
0.97
0.71 0.42 0.87
0.67 0.63 0.59
1.00
0.66
0.37
0.97
0.71 0.45
0.82 0.71
0.59
20
(508)
0.97 0.92
0.82
0.69
0.99
0.73 0.43 0.88
0.67 0.63 0.59
0.69 0.39
0.99
0.73
0.46
0.83 0.72
0.60
22
(559)
1.00
0.97
0.85 0.71
1.00 0.80 0.47
0.92 0.69 0.64 0.60
0.80 0.45
1.00 0.80
0.49
0.87
0.76 0.62
24
(610)
1.00 0.88 0.73
0.87 0.51
0.96
0.71
0.66 0.61
0.91
0.51
0.87 0.52
0.91 0.79 0.65
26
(660)
0.91
0.75
0.95
0.55
0.99
0.73
0.67 0.62
1.00 0.57
0.95 0.56
0.95
0.82
0.68
28
(711)
0.94
0.77
1.00
0.60
1.00 0.74
0.68 0.62
0.64
1.00
0.60
0.99
0.85 0.70
30
(762)
0.98 0.79
0.64
0.76
0.70
0.63
0.71
0.64
1.00 0.88 0.73
36
(914)
1.00 0.84
0.77
0.81 0.73
0.66
0.94
0.77
0.97
0.80
>48
(1219)
0.96
1.00
0.92
0.81 0.71
1.00
1.00
1.00
0.92
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 5
d
≤
s
≤ 16-in. and to 0.5
T
max
for
s
> 16-in.
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 26 — Load Adjustment Factors for 1-in. Diameter Fractional Threaded Rods in Uncracked Concrete
1,2
1 in
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
9
12
20
4
9
12
20
4
9
12
20
4
9
12
20
4
9
12
20
4
9
12
20
(102)
(229)
(305) (508) (102)
(229)
(305) (508) (102)
(229)
(305) (508) (102)
(229)
(305) (508) (102)
(229)
(305) (508) (102)
(229)
(305) (508)
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
1-3/4
(44)
n/a n/a n/a
n/a
0.36
0.23 0.17 0.10 n/a n/a n/a
n/a 0.08 0.02 0.01 0.01 0.15 0.05 0.03 0.02 n/a n/a n/a
n/a
5
(127)
0.61 0.59
0.57 0.54
0.59
0.31 0.23 0.13
0.59
0.54 0.53 0.52 0.37 0.11 0.07 0.04
0.61
0.22 0.14 0.08 n/a n/a n/a
n/a
6
(152)
0.63 0.61
0.58 0.55
0.64
0.34 0.25 0.15
0.60
0.55 0.53 0.52 0.48 0.14
0.09
0.05 0.70
0.29 0.19
0.11 n/a n/a n/a
n/a
6-1/4 (159) 0.63 0.62 0.59
0.55
0.66
0.35 0.25 0.15
0.61
0.55 0.54 0.52 0.51 0.15 0.10
0.06
0.73 0.30 0.20 0.11
0.65
n/a n/a
n/a
7
(178)
0.65 0.63 0.60 0.56
0.70 0.37 0.27
0.16 0.62
0.55 0.54 0.53
0.61
0.18 0.12 0.07 0.82
0.36
0.23 0.13
0.69
n/a n/a
n/a
8
(203)
0.67 0.65 0.61
0.57
0.76
0.40
0.29
0.17
0.64 0.56
0.55 0.53 0.74 0.22 0.14 0.08
0.93
0.42
0.29 0.16
0.74 n/a n/a
n/a
9
(229) 0.69 0.67 0.63
0.58 0.82 0.43 0.32
0.19 0.65
0.57 0.55 0.54
0.89 0.26
0.17 0.10 1.00 0.45 0.34
0.19
0.78 n/a n/a
n/a
10
(254) 0.71
0.69 0.64
0.58 0.88
0.46
0.34 0.20
0.67
0.58
0.56
0.54 1.00 0.31 0.20 0.11
0.48 0.40 0.23 0.83 n/a n/a
n/a
11
(279)
0.73 0.70
0.65 0.59 0.95
0.50 0.37 0.22
0.69
0.58
0.56
0.54
0.35 0.23 0.13
0.52 0.42
0.26
0.87 n/a n/a
n/a
11-1/4
(286)
0.74 0.71
0.66 0.59 0.96
0.51 0.37 0.22
0.69 0.59 0.56
0.54
0.37 0.24 0.14
0.53 0.43 0.27 0.88 0.58 n/a
n/a
12
(305) 0.75 0.72
0.67 0.60
1.00 0.54
0.39
0.23 0.70
0.59
0.57 0.55
0.40
0.26
0.15
0.55 0.44 0.30
0.91 0.60
n/a
n/a
13
(330) 0.78 0.74
0.68 0.61
0.58 0.43 0.25 0.72
0.60
0.57 0.55
0.46
0.30 0.17
0.59
0.47 0.34
0.94 0.63
n/a
n/a
14
(356)
0.80
0.76 0.69 0.62
0.63 0.46
0.27 0.74
0.61
0.58 0.55
0.51 0.33
0.19
0.63 0.49 0.36 0.98 0.65
n/a
n/a
14-1/4
(362)
0.80
0.76
0.70
0.62
0.64
0.47 0.27 0.74
0.61
0.58
0.56
0.52 0.34
0.19
0.64
0.50
0.36 0.99 0.66
0.57 n/a
16
(406)
0.84 0.80 0.72
0.63
0.72 0.53 0.31 0.77
0.62 0.59 0.56
0.62
0.40 0.23
0.72 0.54 0.38 1.00 0.70
0.60
n/a
18
(457) 0.88 0.83 0.75
0.65
0.80
0.59
0.35 0.81
0.64 0.60
0.57
0.74 0.48 0.28
0.80
0.59
0.41
0.74
0.64
n/a
20
(508)
0.92
0.87 0.78
0.67
0.89 0.66 0.39
0.84
0.65 0.61
0.58
0.87
0.56
0.32
0.89 0.66
0.43
0.78
0.67
n/a
22
(559) 0.97 0.91
0.81
0.68
0.98
0.72 0.42 0.88
0.67 0.63 0.59
1.00
0.65
0.37
0.98
0.72
0.46
0.82 0.71 n/a
22-1/4
(565) 0.97 0.91
0.81
0.69
0.99
0.73 0.43 0.88
0.67 0.63 0.59
0.66
0.38
0.99
0.73
0.46
0.82 0.71
0.59
24
(610)
1.00
0.94
0.83 0.70
1.00
0.79 0.46 0.91 0.68 0.64 0.59
0.74 0.42
1.00
0.79 0.49
0.85 0.74
0.61
26
(660)
0.98 0.86
0.72
0.86
0.50
0.94
0.70
0.65 0.60
0.84 0.48
0.86
0.52
0.89
0.77
0.64
28
(711)
1.00
0.89
0.73
0.92
0.54
0.98
0.71
0.66 0.61
0.94
0.53
0.92
0.55
0.92
0.80
0.66
30
(762)
0.92
0.75
0.99
0.58 1.00 0.73
0.67 0.62
1.00
0.59
0.99
0.58
0.95
0.83
0.69
36
(914)
1.00 0.80
1.00
0.69
0.77 0.70
0.64
0.78
1.00
0.69
1.00
0.91
0.75
>48
(1219)
0.90
0.93
0.86
0.77
0.69
1.00
0.93
1.00 0.87