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HIT-HY 100 Adhesive Anchoring System

HIT-HY 100 Adhesive Anchoring System

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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

2.0 Technical Data
2.1  Testing and Product 

Evaluation

Hilti HIT-HY 100 has been tested in accordance with ICC 

Evaluation Services (ICC-ES) Acceptance Criteria for Post-
Installed Adhesive Anchors in Concrete Elements (AC308).

Hilti has had Hilti HIT-HY 100 evaluated according to AC308 

and has received ESR-3574 from ICC-ES.

2.2  Adhesive Anchor Design 

Codes

2.2.1 United States

For post-installed and cast-in anchor systems, design 
calculations are performed according to ACI 318 Appendix D.  
This has been a requirement of the International Building Code 
(IBC) since 2003.  ACI 318-11 Appendix D introduced for the 
first time specific equations for the design of adhesive anchor 
systems using threaded rod or rebar.  Prior to this only post-
installed expansion and undercut anchors and cast-in headed 

studs were recognized.

Prior to the publication of ACI 318-11, designers of post-
installed adhesive anchor systems used ACI 318-08 Appendix 
D and Section 3.3 of AC308 which provides amendments 
to Appendix D.  These amendments provide the relevant 
equations to design a post-installed adhesive anchor.  

At the time of this publication, ESR-3574 for Hilti HIT-HY 100 

includes the design provisions for ACI 318-08 and AC308 
Section 3.3.

2.2.2 Canada

CSA A23.3-04 Annex D provides the required limit states 
design equations for post-installed mechanical anchors, and 
for cast-in headed studs. At the time of this publication, Annex 
D, which is a non-mandatory part of the Canadian code, does 
not address adhesive anchor design or test criteria.

Since Annex D does not provide guidance for the design of 
adhesive anchor systems, it is the position of Hilti that the 
design provisions of ACI 318-11 Appendix D can be used for 

the design of Hilti HIT-HY 100 in Canada.  The foundations 

of a proper adhesive anchor design are now well established 
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 

can be found in ICC-ES ESR-3574.  This includes:

•  Hilti HIT-HY 100 adhesive.
•  Standard threaded rods and rebar.
•  Hilti HIS-(R)N internally threaded inserts.

A designer can use the data in ESR-3574 to calculate the 

capacity of the Hilti HIT-HY 100 system in the following manner:

•  For standard threaded rods, rebar and the Hilti HIS-(R)N 

internally threaded inserts, a design using either ACI 318-11 
Appendix D or ACI 318-08 Appendix D and AC308 Section 
3.3 amendments to ACI 318 would be appropriate.

The tables from ESR-3574 are not included in this supplement, 
but can be found by downloading ESR-3574 from  
www.us.hilti.com or on the ICC-ES website at www.icc-es.org, 
or by contacting your local Hilti representative.

2.3.2  Using the New Hilti 

Simplified Design Tables

In lieu of providing a copy of ESR-3574 design tables in this 
supplement, Hilti is providing a new, simple approach for 
designing an anchor according to the current codes described 
in Section 2.2.  Refer to Section 2.4 for a description of these 
new innovative tables.

2.4 Hilti Simplified Design Tables

The Hilti Simplified Design Tables is not a new “method” of 
designing an anchor that is different than the provisions of ACI 
318 Appendix D or CSA A23.3 Annex D.  Rather, it is a series 
of pre-calculated tables and reduction factors meant to help 
the designer create a quick calculation of the capacity of the 
Hilti anchor system, and still be compliant with the codes and 
criteria of ACI and CSA.

The Hilti Simplified Design Tables are formatted similar to the 
Allowable Stress Design (ASD) tables and reduction factors 
which was a standard of practice for design of post-installed 
anchors.

The Hilti Simplified Design Tables combine the simplicity of 
performing a calculation according to the ASD method with the 
code-required testing, evaluation criteria and technical data in 
ACI Appendix D and CSA Annex D.

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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