Hilti HIT-HY 100 Technical Supplement page 24

HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
Table 23 — Load Adjustment Factors for 5/8-in. Diameter Fractional Threaded Rods in Uncracked Concrete
5/8 in Spacing Factor in
Uncracked Tension
Concrete
f
AN
Embedment h 3-1/8 5-5/8 7-1/2 12-1/2 3-1/8 5-5/8 7-1/2 12-1/2 3-1/8 5-5/8 7-1/2 12-1/2 3-1/8 5-5/8 7-1/2 12-1/2 3-1/8 5-5/8 7-1/2 12-1/2 3-1/8 5-5/8 7-1/2 12-1/2
ef
in (mm) (79) (143) (191) (318) (79) (143) (191) (318) (79) (143) (191) (318) (79) (143) (191) (318) (79) (143) (191) (318) (79) (143) (191) (318)
1-3/4 (44) n/a n/a n/a
3-1/8 (79) 0.60 0.59 0.57 0.54 0.45 0.31 0.22 0.13 0.56 0.54 0.53 0.52 0.22 0.10 0.07 0.04 0.45 0.20 0.13 0.08
4 (102) 0.62 0.62 0.59 0.55 0.53 0.34 0.25 0.15 0.58 0.55 0.53 0.52 0.32 0.15 0.10 0.06 0.53 0.29 0.19 0.11
4-5/8 (117) 0.64 0.64 0.60 0.56 0.60 0.37 0.27 0.16 0.59 0.55 0.54 0.53 0.40 0.18 0.12 0.07 0.60 0.36 0.24 0.14 0.60 n/a
5 (127) 0.65 0.65 0.61 0.57 0.64 0.39 0.28 0.17 0.60 0.56 0.54 0.53 0.45 0.21 0.13 0.08 0.64 0.39 0.27 0.16 0.63 n/a
6 (152) 0.68 0.68 0.63 0.58 0.77 0.43 0.32 0.19 0.62 0.57 0.55 0.54 0.59 0.27 0.18 0.10 0.77 0.44 0.35 0.21 0.69 n/a
7 (178) 0.72 0.71 0.66 0.59 0.89 0.48 0.35 0.21 0.64 0.58 0.56 0.54 0.75 0.34 0.22 0.13 0.90 0.49 0.40 0.26 0.74 n/a
7-1/8 (181) 0.72 0.71 0.66 0.60 0.90 0.49 0.36 0.21 0.64 0.58 0.56 0.54 0.77 0.35 0.23 0.13 0.91 0.49 0.40 0.27 0.75 0.57 n/a
8 (203) 0.75 0.74 0.68 0.61 0.99 0.53 0.39 0.23 0.66 0.59 0.57 0.55 0.91 0.41 0.27 0.16 1.00 0.54 0.43 0.32 0.79 0.61 n/a
9 (229) 0.78 0.77 0.70 0.62 1.00 0.60 0.44 0.26 0.68 0.60 0.58 0.56 1.00 0.50 0.32 0.19
10 (254) 0.81 0.80 0.72 0.63
11 (279) 0.84 0.83 0.74 0.65
12 (305) 0.87 0.86 0.77 0.66
14 (356) 0.93 0.91 0.81 0.69
16 (406) 0.99 0.97 0.86 0.71
18 (457) 1.00 1.00 0.90 0.74
20 (508) 0.94 0.77
22 (559) 0.99 0.79
24 (610) 1.00 0.82
26 (660)
28 (711)
30 (762)
36 (914)
>48 (1219)
Table 24 — Load Adjustment Factors for 3/4-in. Diameter Fractional Threaded Rods in Uncracked Concrete
3/4 in Spacing Factor in
Uncracked Tension
Concrete
f
AN
Embedment h 3-1/2 6-3/4
ef
(89) (171) (229) (381) (89) (171) (229) (381) (89) (171) (229) (381) (89) (171) (229) (381) (89) (171) (229) (381) (89) (171) (229) (381)
in (mm)
1-3/4 (44) n/a n/a n/a
3-3/4 (95) 0.60 0.59 0.57 0.54 0.49 0.30 0.22 0.13 0.57 0.54 0.53 0.52 0.27 0.11 0.07 0.04 0.49 0.22 0.14 0.08
4 (102) 0.60 0.60 0.57 0.54 0.51 0.31 0.23 0.13 0.57 0.54 0.53 0.52 0.29 0.12 0.08 0.04 0.51 0.24 0.16 0.08
5 (127) 0.63 0.62 0.59 0.56 0.60 0.35 0.26 0.15 0.59 0.55 0.54 0.53 0.41 0.17 0.11 0.06 0.60 0.33 0.22 0.12
5-1/4 (133) 0.63 0.63 0.60 0.56 0.63 0.36 0.26 0.15 0.60 0.55 0.54 0.53 0.44 0.18 0.12 0.06 0.63 0.36 0.23 0.13 0.62 n/a
6 (152) 0.65 0.65 0.61 0.57 0.71 0.38 0.28 0.17 0.61 0.56 0.55 0.53 0.54 0.22 0.14 0.08 0.72 0.39 0.29 0.15 0.66 n/a
7 (178) 0.68 0.67 0.63 0.58 0.78 0.42 0.31 0.18 0.63 0.57 0.55 0.54 0.68 0.28 0.18 0.10 0.84 0.43 0.36 0.19 0.72 n/a
8 (203) 0.70 0.70 0.65 0.59 0.86 0.46 0.34 0.20 0.65 0.58 0.56 0.54 0.83 0.34 0.22 0.12 0.96 0.47 0.38 0.24 0.77 n/a
8-1/2 (216) 0.72 0.71 0.66 0.59 0.90 0.48 0.36 0.21 0.66 0.59 0.56 0.54 0.91 0.37 0.24 0.13 1.00 0.49 0.40 0.26 0.79 0.59 n/a
9 (229) 0.73 0.72 0.67 0.60 0.94 0.51 0.37 0.22 0.67 0.59 0.57 0.55 0.99 0.40 0.26 0.14
10 (254) 0.76 0.75 0.69 0.61 1.00 0.55 0.41 0.24 0.68 0.60 0.58 0.55 1.00 0.47 0.31 0.17
10-3/4 (273) 0.77 0.77 0.70 0.62
12 (305) 0.81 0.80 0.72 0.63
14 (356) 0.86 0.85 0.76 0.66
16 (406) 0.91 0.90 0.80 0.68
16-3/4 (425) 0.93 0.91 0.81 0.69
18 (457) 0.96 0.94 0.83 0.70
20 (508) 1.00 0.99 0.87 0.72
22 (559) 1.00 0.91 0.74
24 (610) 0.94 0.77
26 (660) 0.98 0.79
28 (711) 1.00 0.81
30 (762)
36 (914)
>48 (1219)
1 Linear interpolation not permitted
2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 0.30 T
3 Spacing factor reduction in shear, f , assumes an influence of a nearby edge. If no edge exists, then f
AV
4 Concrete thickness reduction factor in shear, f
24
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
Edge Distance Factor
in Tension
f
RN
n/a 0.34 0.25 0.18 0.11
0.67 0.49 0.29 0.70 0.62 0.59 0.56
0.73 0.54 0.31 0.72 0.63 0.60 0.57
0.80 0.59 0.34 0.74 0.64 0.60 0.57
0.93 0.68 0.40 0.77 0.66 0.62 0.59
1.00 0.78 0.46 0.81 0.69 0.64 0.60
0.88 0.51 0.85 0.71 0.66 0.61
0.98 0.57 0.89 0.73 0.67 0.62
1.00 0.63 0.93 0.75 0.69 0.64
0.69 0.97 0.78 0.71 0.65
0.85 0.74 1.00 0.80 0.73 0.66
0.87 0.80
0.90 0.86
0.98 1.00
1.00
Edge Distance Factor
in Tension
f
RN
9 15 3-1/2 6-3/4 9 15 3-1/2 6-3/4
n/a 0.33 0.24 0.18 0.10
0.59 0.44 0.26 0.70 0.61 0.58 0.55
0.66 0.49 0.29 0.72 0.62 0.59 0.56
0.77 0.57 0.33 0.76 0.64 0.61 0.57
0.88 0.65 0.38 0.79 0.66 0.62 0.58
0.92 0.68 0.40 0.81 0.67 0.63 0.58
0.99 0.73 0.43 0.83 0.68 0.64 0.59
1.00 0.81 0.48 0.87 0.70 0.65 0.60
0.89 0.52 0.91 0.72 0.67 0.61
0.97 0.57 0.94 0.74 0.68 0.62
1.00 0.62 0.98 0.76 0.70 0.63
0.67 1.00 0.78 0.71 0.64
0.83 0.71
0.90 0.86
1.00 1.00
, assumes an influence of a nearby edge. If no edge exists, then f
HV
Spacing Factor in
┴
Shear
3
Toward Edge
f
AV f
RV
n/a n/a n/a n/a 0.09 0.04 0.03 0.02 0.19 0.08 0.06 0.03
0.58 0.38 0.22
0.67 0.43 0.26
0.76 0.50 0.29
0.96 0.62 0.37
1.00 0.76 0.45
0.82 0.74 0.67
0.85 0.76 0.68
0.92 0.81 0.72
1.00 0.92 0.79
Spacing Factor in
┴
Shear
3
Toward Edge
f
AV f
RV
9 15 3-1/2 6-3/4
n/a n/a n/a n/a 0.09 0.03 0.02 0.01 0.17 0.07 0.05 0.02
0.53 0.34 0.18
0.62 0.40 0.22
0.78 0.51 0.27
0.96 0.62 0.34
1.00 0.67 0.36
0.80 0.73 0.65
0.86 0.77 0.68
0.99 0.86 0.74
for 5d ≤ s ≤ 16-in. and to 0.5 T
max
= f .
AV AN
= 1.0.
HV
Edge Distance in Shear
⃦
To Edge
f
RV
0.60 0.46 0.33 0.84 0.65 0.56
0.67 0.50 0.35 0.89 0.68 0.59
0.73 0.54 0.37 0.93 0.71 0.62
0.80 0.59 0.39 0.97 0.75 0.65
0.93 0.68 0.43 1.00 0.81 0.70 0.59
1.00 0.78 0.48
0.91 0.54 0.88 0.52
1.00 0.63 0.98 0.57
0.73 1.00 0.63
0.83 0.69
0.94 0.74
1.00 0.80
0.86
1.00
Edge Distance in Shear
⃦
To Edge
f
RV
9 15 3-1/2 6-3/4 9 15 3-1/2 6-3/4
0.51 0.41 0.28 0.81 0.60 n/a
0.55 0.44 0.32 0.86 0.64 n/a
0.59 0.46 0.33 0.89 0.66 0.57
0.66 0.50 0.35 0.94 0.70 0.60
0.77 0.57 0.38 1.00 0.75 0.65
0.88 0.65 0.42
0.92 0.68 0.43
0.74 0.40 0.99 0.73 0.45
0.87 0.47 1.00 0.81 0.49
1.00 0.54 0.89 0.53
0.62 0.97 0.57
0.70 1.00 0.62
0.78 0.67
0.86 0.71
1.00 0.86
1.00
for s > 16-in.
max
1,2
Conc. Thickness
Factor in Shear
4
f
HV
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
n/a n/a
n/a
n/a
n/a
n/a
n/a
n/a
0.86 0.75 0.63
0.91 0.79 0.67
0.96 0.83 0.70
1.00 0.87 0.74
0.91 0.77
0.95 0.80
0.99 0.83
1.00 0.86
0.94
1.00
1,2
Conc. Thickness
Factor in Shear
4
f
HV
9 15
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
n/a n/a
n/a n/a
n/a n/a
n/a
n/a
n/a
n/a
n/a
n/a
0.80 0.70 n/a
0.82 0.71 0.58
0.85 0.74 0.60
0.90 0.78 0.63
0.94 0.82 0.67
0.99 0.85 0.69
1.00 0.89 0.72
0.92 0.75
0.95 0.78
1.00 0.85
0.98