Hilti HIT-HY 100 Technical Supplement Download

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HIT-HY 100 Adhesive Anchoring System

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

Edge Distance Factor

in Tension

Spacing Factor in

Shear

Edge Distance in Shear

Conc. Thickness

Factor in Shear

┴

Toward Edge

⃦

To Edge

Embedment

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 (

) / Concrete Thickness (

), — 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

(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

(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

(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

(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

(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

(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

(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

(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

12-1/2 (318)

0.79 0.76

0.70

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

(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

(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

(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

(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

(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

(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

(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

(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

(762)

0.98 0.79

0.64

0.76

0.70

0.63

0.71

0.64

1.00 0.88 0.73

(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

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

max

for 5

≤

≤ 16-in. and to 0.5

max

for

> 16-in.

3 Spacing factor reduction in shear,

, assumes an influence of a nearby edge. If no edge exists, then

4 Concrete thickness reduction factor in shear,

, assumes an influence of a nearby edge. If no edge exists, then

= 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

Edge Distance Factor

in Tension

Spacing Factor in

Shear

Edge Distance in Shear

Conc. Thickness

Factor in Shear

┴

Toward Edge

⃦

To Edge

Embedment

in (mm)

(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 (

) / Concrete Thickness (

), — 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

(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

(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

(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

(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

(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

(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

(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

(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

(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

(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

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

(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

(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

(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

(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

(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

(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

(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

(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

(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

Summary of Contents for HIT-HY 100

Page 1: ... HIT HY 100 Adhesive Anchor Technical Supplement Setting the standard for performance and reliability Hilti Outperform Outlast ...

Page 2: ...ispenser platform and ICC ES approved for uncracked concrete this anchor is the perfect complement to the portfolio for day to day jobsite needs Setting the standard for performance and reliability HIT HY 100 Adhesive Anchoring System Hilti Adhesive Anchors every job every application HY 200 SAFEset HY 200 HY 100 HY 10 Performance ICC approved for uncracked concrete Complete anchor system availabl...

Page 3: ...nge 3 8 to 1 1 4 Listings Approvals ICC ES International Code Council ESR 3574 for un cracked concrete COLA City of Los Angeles pending Package volume Volume of HIT HY 100 11 1 fl oz 330 ml foil pack is 20 1 in3 Volume of HIT HY 100 16 9 fl oz 500 ml foil pack is 30 5 in3 Working Full Cure Time Table Approximate Base Material Temperature F C twork tcure 14 22 10 5 3 h 12 hrs 23 31 4 0 40 min 4 hrs...

Page 4: ...nd or earthquake Seismic Design Categories A and B only tension and shear loads in normal weight concrete having a compressive strength f c of 2 500 psi to 8 500 psi 17 2 MPa to 58 6 MPa It is suitable to be used in uncracked concrete as defined per ICC ES ACI and CSA Hilti HIT HY 100 Adhesive is an injectable two component hybrid adhesive The two components are separated by means of a dual cylind...

Page 5: ...ed through ACI 318 11 and a proper chemical anchor design in the United States would be also relevant in Canada It will be shown in later sections how to relate the results from technical data in this supplement to the Canadian design standard 2 3 Design of Hilti HIT HY 100 Adhesive Anchor System 2 3 1 Using technical data in ESR 3574 Technical data for the system components of Hilti HIT HY 100 ca...

Page 6: ...r steel strength thus the values for both ACI and CSA are published 2 4 3 How to Calculate Anchor Capacity Using Simplified Tables The process for calculating the capacity of a single anchor or anchor group is similar to the ASD calculation process currently outlined in the 2011 North American Product Technical Guide Volume 2 Anchor Fastening Technical Guide on page 19 The design strength factored...

Page 7: ...d combinations of ACI 318 Chapter 9 or CSA A23 3 Chapter 8 The design strength factored resistance can be converted to an ASD value as follows Ndes Ndes ASD _____ αASD Vdes Vdes ASD _____ αASD where αASD Conversion factor calculated as a weighted average of the load factors for the controlling load combination An example for the calculation of αASD is as follows Controlling strength design load co...

Page 8: ...e spacing factor in tension for this application if there is no edge distance to consider The concrete thickness factor in shear is conservative when compared to an anchor with no edge influences This factor is based on applications near an edge In the middle of a concrete member this is conservative Note for less conservative results this factor can be ignored if the application is not near an ed...

Page 9: ...ifications Rebar Size Drill Bit Dia Standard Embed Depth Embed Depth Range Minimum Base Material Thickness ød in hef std in mm hef in mm hmin in mm 3 1 2 3 3 8 2 3 8 7 1 2 hef 1 1 4 hef 30 86 60 191 4 5 8 4 1 2 2 3 4 10 114 70 254 5 3 4 5 5 8 3 1 8 12 1 2 hef 2d0 143 79 318 6 7 8 6 3 4 3 1 2 15 171 89 381 7 1 7 7 8 3 1 2 17 1 2 200 89 445 8 1 1 8 9 4 20 229 102 508 9 1 3 8 10 1 8 4 1 2 22 1 2 257 ...

Page 10: ... 169 7 169 7 169 7 179 9 365 5 365 5 365 5 387 4 8 9 21 060 22 420 22 420 23 765 45 360 48 295 48 295 51 190 229 93 7 99 7 99 7 105 7 201 8 214 8 214 8 227 7 12 29 895 29 895 29 895 31 690 64 390 64 390 64 390 68 255 305 133 0 133 0 133 0 141 0 286 4 286 4 286 4 303 6 20 49 825 49 825 49 825 52 815 107 315 107 315 107 315 113 755 508 221 6 221 6 221 6 234 9 477 4 477 4 477 4 506 0 9 10 1 8 24 010 ...

Page 11: ...ance c a Concrete Thickness h in mm 1 3 4 44 n a n a n a 0 32 0 23 0 13 n a n a n a 0 11 0 08 0 05 0 22 0 16 0 10 n a n a n a 1 7 8 48 0 59 0 57 0 54 0 33 0 24 0 14 0 54 0 53 0 52 0 12 0 09 0 05 0 24 0 18 0 11 n a n a n a 2 51 0 60 0 57 0 54 0 34 0 25 0 14 0 54 0 54 0 53 0 13 0 10 0 06 0 27 0 20 0 12 n a n a n a 3 76 0 65 0 61 0 57 0 43 0 31 0 18 0 57 0 55 0 54 0 24 0 18 0 11 0 46 0 37 0 22 n a n ...

Page 12: ... Shaded area with reduced edge distance is permitted provided rebar has no installation torque 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 5 Load Adjustment Factors for 5 US Rebar in Uncracked Concrete 1 2 5 U...

Page 13: ... Shaded area with reduced edge distance is permitted provided rebar has no installation torque 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 7 Load Adjustment Factors for 7 US Rebar in Uncracked Concrete 1 2 7 U...

Page 14: ...ermitted 2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 9 Load Adjustment Factors for 9 US Rebar in Uncracked Concre...

Page 15: ... 50 0 37 0 21 0 58 0 56 0 54 0 33 0 21 0 12 0 53 0 42 0 25 n a n a n a 14 356 0 71 0 66 0 59 0 53 0 39 0 23 0 59 0 56 0 54 0 36 0 24 0 14 0 55 0 45 0 28 n a n a n a 14 1 4 362 0 71 0 66 0 60 0 54 0 40 0 23 0 59 0 56 0 55 0 37 0 24 0 14 0 56 0 46 0 28 0 59 n a n a 15 381 0 72 0 67 0 60 0 57 0 42 0 24 0 59 0 57 0 55 0 40 0 26 0 15 0 58 0 47 0 31 0 60 n a n a 16 406 0 74 0 68 0 61 0 61 0 45 0 26 0 60...

Page 16: ...ee Section 2 4 4 to convert design strength factored resistance value to ASD value 3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted 4 Apply spacing edge distance and concrete thickness factors in tables 13 17 as necessary Compare to the steel values in table 12 The lesser of the values is to be used for the design 5 Data is for temperature range A...

Page 17: ...educed edge distance is permitted provided rebar has no installation torque 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 14 Load Adjustment Factors for 15 M Canadian Rebar in Uncracked Concrete 1 2 15 M Uncrack...

Page 18: ...r interpolation not permitted 2 Shaded area with reduced edge distance is permitted provided rebar has no installation torque 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 16 Load Adjustment Factors for 25 M Can...

Page 19: ...6 0 55 0 37 0 19 0 15 0 57 0 38 0 29 n a n a n a 350 0 72 0 63 0 60 0 59 0 32 0 24 0 59 0 56 0 55 0 41 0 22 0 16 0 60 0 41 0 33 0 61 n a n a 375 0 74 0 64 0 60 0 63 0 35 0 26 0 60 0 56 0 55 0 45 0 24 0 18 0 63 0 42 0 36 0 63 n a n a 400 0 76 0 65 0 61 0 67 0 37 0 28 0 61 0 57 0 56 0 50 0 26 0 20 0 67 0 44 0 37 0 65 n a n a 450 0 79 0 66 0 63 0 76 0 42 0 31 0 62 0 58 0 56 0 60 0 31 0 24 0 76 0 47 0...

Page 20: ...uirements of ASTM F 594 HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18 22 1 Type A Plain HAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240 HAS Super HAS E Standard Washers meet the requirements of ASTM F 884 HV All HAS Super Rods except 7 8 HAS E Standard nuts washers are zinc plated to ASTM B 633 SC 1 7 8 HAS Sup...

Page 21: ...35 2 48 9 53 6 61 9 75 8 7 7 8 17 235 18 885 21 245 22 520 37 125 40 670 45 765 48 510 200 76 7 84 0 94 5 100 2 165 1 180 9 203 6 215 8 10 1 2 26 540 28 330 28 330 30 030 57 160 61 015 61 015 64 680 267 118 1 126 0 126 0 133 6 254 3 271 4 271 4 287 7 17 1 2 47 215 47 215 47 215 50 050 101 695 101 695 101 695 107 795 445 210 0 210 0 210 0 222 6 452 4 452 4 452 4 479 5 1 25 4 4 6 240 6 835 7 895 9 6...

Page 22: ... 318 Appendix D 3 See Section 2 4 4 to convert design strength factored resistance value to ASD value 4 HAS Super rods are considered ductile steel elements HAS Standard and HAS SS rods are considered brittle steel elements Table 20 Steel Factored Resistance CSA A23 3 Annex D Based Design for Hilti HAS Threaded Rods 3 Anchor Diameter in mm HAS Standard ISO 898 Class 5 8 4 HAS Super ASTM A193 B7 4 ...

Page 23: ... 90 48 1219 1 00 1 Linear interpolation not permitted 2 Shaded area with reduced edge distance is permitted provided the installation torque is reduced to 0 30 Tmax for 5d s 16 in and to 0 5 Tmax for s 16 in 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby...

Page 24: ...is permitted provided the installation torque is reduced to 0 30 Tmax for 5d s 16 in and to 0 5 Tmax for s 16 in 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of a nearby edge If no edge exists then fHV 1 0 Table 24 Load Adjustment Factors for 3 4 in Diameter Fract...

Page 25: ...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 Tmax for 5d s 16 in and to 0 5 Tmax for s 16 in 3 Spacing factor reduction in shear fAV assumes an influence of a nearby edge If no edge exists then fAV fAN 4 Concrete thickness reduction factor in shear fHV assumes an influence of ...

Page 26: ...1 n a n a n a 13 330 0 74 0 69 0 64 0 59 0 98 0 50 0 37 0 22 0 68 0 58 0 56 0 54 1 00 0 33 0 22 0 13 0 54 0 44 0 26 0 84 n a n a n a 14 356 0 76 0 71 0 66 0 59 1 00 0 54 0 40 0 23 0 69 0 59 0 57 0 55 0 36 0 24 0 15 0 56 0 46 0 29 0 87 0 58 n a n a 14 1 4 362 0 77 0 71 0 66 0 60 0 55 0 40 0 24 0 69 0 59 0 57 0 55 0 37 0 25 0 15 0 57 0 46 0 30 0 88 0 59 n a n a 15 381 0 78 0 72 0 67 0 60 0 58 0 43 0...

Page 27: ... Specifications fya Min futa ksi MPa ksi MPa HIS N Insert 3 8 in 11MnPb30 C Carbon Steel conforming to DIN 10277 3 59 5 410 71 1 490 HIS N Insert 1 2 in to 3 4 in 11MnPb30 C Carbon Steel conforming to DIN 10277 3 54 4 375 66 7 460 HIS RN Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088 3 50 8 350 101 5 700 Hilti HIS N and HIS RN Installation Specifications Internal Nominal Rod ...

Page 28: ...by 0 75 For temperature range C Max short term temperature 248 F 120 C max long term temperature 162 F 72 C multiply above value by 0 41 Short term elevated concrete temperatures are those that occur over brief intervals e g as a result of diurnal cycling Long term concrete temperatures are roughly constant over significant periods of time 6 Tabular values are for dry concrete conditions For water...

Page 29: ... 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 ...

Page 30: ...n 30 min Chemical Behavior Acetic acid conc 10 Acetone Ammonia conc 5 Carbolic acid solution 10 Carbon tetrachloride Chlorinated lime solution 10 Citric acid 10 Diesel oil Ethanol Formic acid conc 10 Gasoline Petrol Glycol Hydrochloric acid conc 10 Hydrogen peroxide 10 Lactic acid conc 10 Machine oil Nitric acid conc 10 Phosphoric acid conc 10 Salt common solution 10 Sea water Soda solution 10 Sod...

Page 31: ...Notes 31 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 ...

Page 32: ...te of publication Updates and changes may be made based on later testing If verification is needed that the data is still current please contact the Hilti Technical Support Specialists at 1 800 363 4458 All published load values contained in this literature represent the results of testing by Hilti or test organizations Local base materials were used Because of variations in materials on site test...

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