HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
29
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 30 — Load Adjustment Factors for Hilti HIS-N and HIS-RN Internally Threaded Inserts in Uncracked Concrete
1
HIS-N and HIS-RN
All Diameters
Uncracked
Concrete
Spacing Factor in
Tension
f
AN
Edge Distance Factor
in Tension
f
RN
Spacing Factor in
Shear
2
f
AV
Edge Distance in Shear
Conc. Thickness
Factor in Shear
3
f
HV
┴
Toward Edge
f
RV
⃦
To Edge
f
RV
Internal Diameter
in (mm)
3/8 1/2 5/8
3/4 3/8 1/2 5/8
3/4 3/8 1/2 5/8
3/4 3/8 1/2 5/8
3/4 3/8 1/2 5/8
3/4 3/8 1/2 5/8
3/4
(9.5)
(12.7)
(15.9) (19.1) (9.5)
(12.7)
(15.9) (19.1) (9.5)
(12.7)
(15.9) (19.1) (9.5)
(12.7)
(15.9) (19.1) (9.5)
(12.7)
(15.9) (19.1) (9.5)
(12.7)
(15.9) (19.1)
Embedment
h
ef
in (mm)
4-3/8 5
6-3/4
8-1/8 4-3/8 5
6-3/4
8-1/8 4-3/8 5
6-3/4
8-1/8 4-3/8 5
6-3/4
8-1/8 4-3/8 5
6-3/4
8-1/8 4-3/8 5
6-3/4
8-1/8
(111) (127) (171)
(206)
(111) (127) (171)
(206)
(111) (127) (171)
(206)
(111) (127) (171)
(206)
(111) (127) (171)
(206)
(111) (127) (171)
(206)
Spacing (s) / Edge Distance (
c
a
) / Concrete Thickness (
h
), — in (mm)
3-1/4
(83)
0.60
n/a n/a
n/a 0.38 n/a n/a
n/a 0.55 n/a n/a
n/a 0.15 n/a n/a
n/a 0.31 n/a n/a
n/a n/a n/a n/a
n/a
4
(102)
0.63 0.60
n/a
n/a 0.43 0.41 n/a
n/a
0.56
0.55 n/a
n/a 0.21
0.19
n/a
n/a 0.42 0.38 n/a
n/a n/a n/a n/a
n/a
5
(127)
0.66 0.63 0.62
n/a
0.49
0.47 0.42 n/a 0.57 0.57 0.55 n/a
0.29 0.26
0.17 n/a
0.49
0.47 0.33 n/a n/a n/a n/a
n/a
5-1/2 (140)
0.67 0.64 0.63 0.61
0.53 0.50 0.44
0.39
0.58 0.58
0.56
0.55 0.34 0.30
0.19
0.15 0.53 0.50
0.39 0.29
n/a n/a n/a
n/a
6
(152)
0.69 0.66 0.64 0.62 0.56
0.53
0.46
0.41
0.59
0.58
0.56
0.55
0.39
0.35 0.22 0.17
0.56
0.53 0.44 0.33
0.60
n/a n/a
n/a
7
(178) 0.72
0.68 0.66 0.64 0.64 0.59
0.51 0.45
0.60 0.60
0.57
0.56 0.49
0.43 0.28 0.21
0.64 0.59
0.51 0.42
0.64 0.62
n/a
n/a
8
(203) 0.75 0.71
0.68 0.66
0.74
0.66 0.56 0.49 0.62 0.61
0.58 0.57
0.60
0.53 0.34
0.26
0.74
0.66 0.56
0.50
0.69 0.66
n/a
n/a
9
(229)
0.78 0.74 0.71
0.68
0.83 0.75
0.61
0.53
0.63 0.62 0.59
0.58 0.71
0.63
0.40 0.31 0.83 0.75
0.61
0.54 0.73 0.70 n/a
n/a
10
(254) 0.81
0.76
0.73 0.71
0.92
0.83
0.66
0.57
0.65 0.64 0.60
0.58 0.83 0.74 0.47
0.36 0.92
0.83
0.66
0.58 0.77 0.74
0.64
n/a
11
(279)
0.84
0.79
0.75 0.73 1.00
0.91
0.72
0.61 0.66 0.65 0.61 0.59 0.96 0.86
0.55 0.41 1.00
0.91
0.72
0.62
0.81 0.78
0.67 0.61
12
(305) 0.88 0.81 0.78 0.75
0.99 0.79 0.66 0.68 0.66 0.62 0.60
1.00
0.98 0.62
0.47
0.99 0.79 0.66
0.84 0.81 0.70
0.64
14
(356) 0.94
0.87 0.82
0.79
1.00
0.92
0.77 0.71
0.69 0.64 0.62
1.00 0.78
0.59
1.00
0.92
0.77
0.91
0.87 0.75
0.69
16
(406)
1.00
0.92
0.87 0.83
1.00 0.88 0.74 0.72
0.66 0.63
0.96
0.73
1.00 0.88
0.97 0.94
0.80 0.73
18
(457)
0.97 0.91
0.87
0.99
0.77 0.75
0.68 0.65
1.00 0.87
0.99
1.00
0.99
0.85 0.78
24
(610)
1.00 1.00
0.99
1.00 0.85 0.83 0.74 0.70
1.00
1.00
1.00
0.99 0.90
30
(762)
1.00
0.94 0.91
0.80 0.75
1.00 1.00
36
(914)
1.00
0.99 0.86
0.80
>48
(1219)
1.00
0.99 0.90
1 Linear interpolation not permitted
2 Spacing factor reduction in shear,
f
AV
, assumes an influence of a nearby edge. If no edge exists, then
f
AV
=
f
AN
.
3 Concrete thickness reduction factor in shear,
f
HV
, assumes an influence of a nearby edge. If no edge exists, then
f
HV
= 1.0.