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