Hilti HIT-HY 100 Technical Supplement page 18

HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
Table 15 — Load Adjustment Factors for 20 M Canadian Rebar in Uncracked Concrete
20 M Spacing Factor in
Uncracked Tension
Concrete
f
AN
Embedment h
200 355
ef
mm
45 n/a n/a
100 0.58 0.55
125 0.60 0.56
150 0.63 0.57
175 0.65 0.58
200 0.67 0.59
225 0.69 0.61
250 0.71 0.62
275 0.73 0.63
300 0.75 0.64
325 0.77 0.65
350 0.79 0.66
375 0.81 0.68
400 0.83 0.69
450 0.88 0.71
500 0.92 0.73
550 0.96 0.76
600 1.00 0.78
650 0.81
700 0.83
800 0.88
1000 0.97
1200 1.00
>1500
Table 16 — Load Adjustment Factors for 25 M Canadian Rebar in Uncracked Concrete
25 M Spacing Factor in
Uncracked Tension
Concrete
f
AN
Embedment h
230 405
ef
mm
45 n/a n/a
125 0.59 0.55
150 0.61 0.56
175 0.63 0.57
200 0.64 0.58
225 0.66 0.59
250 0.68 0.60
275 0.70 0.61
300 0.72 0.62
325 0.74 0.63
350 0.75 0.64
375 0.77 0.65
400 0.79 0.66
450 0.83 0.69
500 0.86 0.71
550 0.90 0.73
600 0.93 0.75
650 0.97 0.77
700 1.00 0.79
750 0.81
800 0.83
1000 0.91
1200 0.99
>1500 1.00
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 , assumes an influence of a nearby edge. If no edge exists, then f
AV
4 Concrete thickness reduction factor in shear, f
18
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 Spacing Factor in
in Tension
f
RN
390 200 355 390 200
n/a 0.21 0.11 0.10 n/a
0.54 0.28 0.15 0.14 0.54
0.55 0.32 0.17 0.16 0.55
0.56 0.36 0.19 0.18 0.56
0.57 0.39 0.21 0.19 0.57
0.59 0.44 0.24 0.22 0.58
0.60 0.49 0.26 0.24 0.59
0.61 0.54 0.29 0.27 0.60
0.62 0.59 0.32 0.29 0.61
0.63 0.65 0.35 0.32 0.62
0.64 0.70 0.38 0.35 0.63
0.65 0.75 0.41 0.37 0.64
0.66 0.81 0.44 0.40 0.65
0.67 0.86 0.47 0.43 0.66
0.69 0.97 0.53 0.48 0.68
0.71 1.00 0.59 0.53 0.70
0.74 0.65 0.59 0.72
0.76 0.70 0.64 0.74
0.78 0.76 0.69 0.76
0.80 0.82 0.74 0.78
0.84 0.94 0.85 0.81
0.93 1.00 1.00 0.89
1.00 0.97
1.00
Edge Distance Factor Spacing Factor in
in Tension
f
RN
504 230 405 504 230
n/a 0.22 0.12 0.10 n/a
0.54 0.31 0.17 0.14 0.54
0.55 0.35 0.19 0.15 0.55
0.56 0.38 0.21 0.16 0.55
0.57 0.41 0.22 0.18 0.56
0.57 0.45 0.24 0.19 0.57
0.58 0.48 0.26 0.21 0.58
0.59 0.52 0.28 0.23 0.58
0.60 0.57 0.31 0.25 0.59
0.61 0.61 0.34 0.27 0.60
0.62 0.66 0.36 0.29 0.61
0.62 0.71 0.39 0.31 0.61
0.63 0.76 0.41 0.33 0.62
0.65 0.85 0.46 0.37 0.64
0.67 0.94 0.52 0.41 0.65
0.68 1.00 0.57 0.45 0.67
0.70 0.62 0.49 0.68
0.71 0.67 0.53 0.70
0.73 0.72 0.58 0.71
0.75 0.77 0.62 0.73
0.76 0.83 0.66 0.74
0.83 1.00 0.82 0.80
0.90 0.99 0.86
1.00 1.00 0.95
, assumes an influence of a nearby edge. If no edge exists, then f
HV
Edge Distance in Shear
┴
Shear
3
Toward Edge
f
f
AV
RV
355 390 200 355 390
n/a n/a 0.03 0.02 0.02
0.53 0.53 0.11 0.06 0.06
0.53 0.53 0.16 0.09 0.08
0.54 0.54 0.21 0.12 0.11
0.55 0.54 0.27 0.15 0.14
0.55 0.55 0.32 0.18 0.17
0.56 0.56 0.39 0.22 0.20
0.57 0.56 0.45 0.26 0.23
0.57 0.57 0.52 0.29 0.27
0.58 0.58 0.60 0.34 0.31
0.59 0.58 0.67 0.38 0.34
0.59 0.59 0.75 0.42 0.38
0.60 0.59 0.83 0.47 0.43
0.61 0.60 0.92 0.52 0.47
0.62 0.61 1.00 0.62 0.56
0.63 0.63 0.72 0.66
0.65 0.64 0.83 0.76
0.66 0.65 0.95 0.86
0.67 0.66 1.00 0.97
0.69 0.68 1.00
0.71 0.70
0.77 0.75
0.82 0.80
0.90 0.88
Edge Distance in Shear
┴
Shear
3
Toward Edge
f
f
AV
RV
405 504 230 405 504
n/a n/a 0.02 0.01 0.01
0.53 0.52 0.11 0.06 0.05
0.53 0.53 0.14 0.08 0.06
0.54 0.53 0.18 0.10 0.08
0.54 0.54 0.22 0.12 0.10
0.55 0.54 0.26 0.15 0.12
0.55 0.54 0.30 0.17 0.14
0.56 0.55 0.35 0.20 0.16
0.56 0.55 0.40 0.23 0.18
0.57 0.56 0.45 0.26 0.21
0.57 0.56 0.50 0.29 0.23
0.58 0.57 0.56 0.32 0.26
0.58 0.57 0.62 0.35 0.28
0.59 0.58 0.74 0.42 0.34
0.60 0.59 0.86 0.49 0.39
0.61 0.60 0.99 0.56 0.45
0.62 0.61 1.00 0.64 0.52
0.63 0.62 0.73 0.58
0.64 0.63 0.81 0.65
0.66 0.63 0.90 0.72
0.67 0.64 0.99 0.80
0.71 0.68 1.00 1.00
0.75 0.71
0.81 0.77
= f .
AV AN
= 1.0.
HV
1,2
Conc. Thickness
⃦
Factor in Shear
To Edge
f
f
HV
RV
200 355 390 200 355
0.07 0.04 0.04 n/a n/a
0.23 0.13 0.12 n/a n/a
0.32 0.18 0.16 n/a n/a
0.41 0.24 0.22 n/a n/a
0.45 0.30 0.27 n/a n/a
0.49 0.35 0.33 n/a n/a
0.52 0.37 0.35 n/a n/a
0.56 0.39 0.37 n/a n/a
0.60 0.41 0.38 0.66 n/a
0.65 0.42 0.40 0.69 n/a
0.70 0.44 0.42 0.71 n/a
0.75 0.46 0.44 0.74 n/a
0.81 0.49 0.46 0.77 n/a
0.86 0.51 0.47 0.79 n/a
0.97 0.55 0.51 0.84 0.69
1.00 0.59 0.55 0.89 0.73
0.65 0.59 0.93 0.77
0.70 0.64 0.97 0.80
0.76 0.69 1.00 0.84
0.82 0.74 0.87
0.94 0.85 0.93
1.00 1.00 1.00
1,2
Conc. Thickness
⃦
Factor in Shear
To Edge
f
f
HV
RV
230 405 504 230 405
0.05 0.03 0.02 n/a n/a
0.22 0.12 0.10 n/a n/a
0.28 0.16 0.13 n/a n/a
0.36 0.20 0.16 n/a n/a
0.44 0.25 0.20 n/a n/a
0.48 0.30 0.24 n/a n/a
0.52 0.35 0.28 n/a n/a
0.55 0.38 0.32 n/a n/a
0.58 0.40 0.36 0.60 n/a
0.62 0.41 0.37 0.63 n/a
0.66 0.43 0.38 0.65 n/a
0.71 0.45 0.39 0.67 n/a
0.76 0.47 0.41 0.70 n/a
0.85 0.50 0.44 0.74 n/a
0.94 0.54 0.46 0.78 0.64
1.00 0.58 0.49 0.81 0.67
0.62 0.52 0.85 0.70
0.67 0.55 0.89 0.73
0.72 0.59 0.92 0.76
0.77 0.62 0.95 0.79
0.83 0.66 0.98 0.81
1.00 0.82 1.00 0.91
0.99 1.00
1.00
4
390
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
0.67
0.71
0.74
0.78
0.81
0.84
0.90
1.00
4
504
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
0.66
0.68
0.71
0.73
0.76
0.85
0.93
1.00