HIT-HY 200 Adhesive Anchor Technical Supplement One giant leap. Hilti. Outperform. Outlast.
HIT-HY 200 Safe Set Technology One giant leap. The new Hilti HIT-HY 200 Adhesive Anchoring System is out of this world. Now you can design anchor rod and post-installed rebar connections with more productivity and reliability. Hilti Safe Set Technology eliminates the most load-affecting and time-consuming step in the installation process: cleaning the hole before injection of the adhesive. Inadequately cleaning holes during installation can reduce the performance of conventional chemical anchor systems significantly. Hilti Safe Set Technology eliminates this factor almost entirely in both cracked or uncracked concrete and with anchor rods or post-installed rebar. Hilti proudly presents the HIT-HY 200 System. Holes that clean themselves. Hilti TE-CD and TE-YD Hollow Drill Bits, in conjunction with HIT-HY 200, make subsequent hole cleaning completely unnecessary. Dust is removed by the Hilti VC 20/40 Vacuum System while drilling is in progress for more reliability and a virtually dustless working environment. See ordering information on page 5 No cleaning required. The new Hilti HIT-Z Anchor Rod with its cone-shaped helix works as a torquecontolled bonded anchor. This means that because of their shape, HIT-Z Anchor Rods do not require hole cleaning for hammerdrilled holes in dry or water saturated concrete in base materials above 41 F (5 C). The benefits are clear: fewer steps and extremely high reliability in anchoring applications. See ordering information on page 4 Anchor Rod or Rebar Dia 3/8" #3 1/2" #4 5/8" #5 3/4" #6 7/8" #7 1" #8 #9 1-1/4" #10 Range of Embedment Depth 5" 10" 15" 20" 25" HIT-Z Anchor Rods only. No cleaning required. All anchors and rebar when used with the Hilti Hollow Drill Bit and VC 20/40 Vacuum. All anchors and rebar with standard cleaning method. 2 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 200 Technical Supplement 04/13
HIT-HY 200 Hybrid Adhesive Features and Applications Two great products with equal technical data User-chosen working time based on application suitability Compatible with Hilti Safe Set Technology when used with the TE-CD/YD Hollow Drill Bit or HIT-Z Anchor Rod Highest level of approvals in concrete for uncracked and cracked applications Technical Data HIT-HY 200-A and HIT-HY 200-R Base material temperature* 14 F to 104 F (-10 C to 40 C) Diameter range 3/8" to 1-1/4" Listings/Approvals ICC-ES (International Code Council) cracked and uncracked concrete - ESR-3187 Package volume Volume of HIT-HY 200 11.1 fl oz/330 ml foil pack is 20.1 in 3 Volume of HIT-HY 200 16.9 fl oz/500 ml foil pack is 30.5 in 3 *When used with HIT-Z rod: 41 F to 104 F (5 C to 40 C) HIT-HY 200-A (Accelerated working time) Working/Full Cure Time Table (Approximate) Base Material Temperature F C t work t cure 14... 23-10... -5 90 min 7 hrs 24... 32-4... 0 50 min 4 hrs 33... 41 1... 5 25 min 2 hrs 42... 50 6... 10 15 min 75 min 51... 68 11... 20 7 min 45 min 69... 86 21... 30 4 min 30 min 87... 104 31... 40 3 min 30 min HIT-HY 200-R (Regular working time) Working/Full Cure Time Table (Approximate) Base Material Temperature F C t work t cure 14... 23-10... -5 180 min 20 hrs 24... 32-4... 0 120 min 8 hrs 33... 41 1... 5 60 min 4 hrs 42... 50 6... 10 40 min 2.5 hrs 51... 68 11... 20 15 min 1.5 hrs 69... 86 21... 30 9 min 1 hr 87... 104 31... 40 6 min 1 hr HIT-HY 200-A HIT-HY 200-R Order Information: HIT-HY 200-A (Accelerated working time) Description Package Contents Qty 1 Item No. 1 HIT-HY 200-A (11.1 fl oz/330 ml) Includes (1) foil pack with (1) mixer and 3/8" filler tube per pack 1 02022791 HIT-HY 200-A Master Carton (11.1 fl oz/330 ml) Includes (1) master carton containing (25) foil packs with (1) mixer and 3/8 filler tube 25 03496470 per pack HIT-HY 200-A Combo (11.1 fl oz/330 ml) Includes (1) master carton containing (25) foil packs with (1) mixer and 3/8 filler tube 25 03496471 per pack and (1) HDM 500 Manual Dispenser HIT-HY 200-A Master Carton (16.9 fl oz/500 ml) Includes (1) master carton containing (20) foil packs with (1) mixer and 3/8 filler tube 20 02022792 per pack HIT-HY 200-A Combo (16.9 fl oz/500 ml) Includes (2) master cartons containing (20) foil packs each with (1) mixer and 3/8 filler 40 03496472 tube per pack and (1) HDM 500 Manual Dispenser HIT-RE-M Static Mixer For use with HIT-HY 200-A cartridges 1 00337111 Order Information: HIT-HY 200-R (Regular working time) Description Package Contents Qty 1 Item No. 1 HIT-HY 200-R (11.1 fl oz/330 ml) Includes (1) foil pack with (1) mixer and 3/8" filler tube per pack 1 02022793 HIT-HY 200-R Master Carton (11.1 fl oz/330 ml) Includes (1) master carton containing (25) foil packs with (1) mixer and 3/8" filler tube 25 03496597 per pack HIT-HY 200-R Combo (11.1 fl oz/330 ml) Includes (1) master carton containing (25) foil packs with (1) mixer and 3/8" filler tube 25 03496598 per pack and (1) HDM 500 manual dispenser HIT-HY 200-R Master Carton (16.9 fl oz/500 ml) Includes (1) master carton containing (20) foil packs with (1) mixer and 3/8" filler tube 20 02022794 per pack HIT-HY 200-R Combo (16.9 fl oz/500 ml) Includes (2) master cartons containing (20) foil packs each with (1) mixer and 3/8" filler 40 03496599 tube per pack and (1) HDM 500 manual dispenser HIT-RE-M Static Mixer For use with HIT-HY 200-R cartridges 1 00337111 1 Item numbers and quantities may change. Contact Hilti for current ordering information. 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 200 Technical Supplement 04/13 3
No cleaning required. HIT-Z Anchor Rods The new Hilti HIT-Z Anchor Rod with its cone-shaped helix works as a torque-controlled bonded anchor. This means that because of their shape, HIT-Z Anchor Rods do not require hole cleaning for hammer-drilled holes in dry or water saturated concrete in base materials above 41 F (5 C). The benefits are clear: fewer steps and extremely high reliability in anchoring applications. Traditional Method Drill 2x 2x 2x Done HIT-HY 200 System with HIT-Z rods Up to 60% faster! Drill Done Productivity gain Features and Applications No hole cleaning required in dry concrete when used with HIT-HY 200* ICC-ES approved in cracked concrete and seismic applications when used with HIT-HY 200 Dependable loads and higher level of installation accuracy Works in cored holes with additional cleaning steps when used with HIT-HY 200 * For temperatures below 41 F (5 C) hole cleaning is required Hilti HIT-Z Anchor Rod All HIT-Z rods contain head markings indicating length and unique designation for the specialty element Description Bit Dia (in.) Min. Embed (in.) Qty 1 Item No. HIT-Z Carbon Steel 1 Qty 1 Item No. HIT-Z-R SS 316 1 HIT-Z 3/8" x 4-3/8" 7/16" 2-3/8" 40 02018440 40 02018451 HIT-Z 3/8" x 5-1/8" 7/16" 2-3/8" 40 02018441 40 02018452 HIT-Z 3/8" x 6-3/8" 7/16" 2-3/8" 40 02018442 40 02018453 HIT-Z 1/2" x 4-1/2" 9/16" 2-3/4" 20 02018443 20 02018454 HIT-Z 1/2" x 6-1/2" 9/16" 2-3/4" 20 02018444 20 02018455 HIT-Z 1/2" x 8" 9/16" 2-3/4" 20 02018445 20 02018456 HIT-Z 5/8" x 6" 3/4" 3-3/4" 12 02018446 12 02018457 HIT-Z 5/8" x 8" 3/4" 3-3/4" 12 02018447 12 02018458 HIT-Z 5/8" x 9-1/2" 3/4" 3-3/4" 12 02018448 12 02018459 HIT-Z 3/4" x 8-1/2" 7/8" 4" 6 02018449 6 02018460 HIT-Z 3/4" x 9-3/4" 7/8" 4" 6 02018450 6 02018461 1 Item numbers and quantities may change. Contact Hilti for current ordering information. 4 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 200 Technical Supplement 04/13
Holes that clean themselves. TE-CD (SDS Plus) and TE-YD (SDS Max) Hollow Drill Bits New Hilti Hollow Drill Bits make traditional hole-cleaning a thing of the past. Featuring Safe Set Technology, Hollow Drill Bits allow you to vacuum dust as you drill, resulting in up to 60% more productivity when installing approved adhesive anchors. Hilti s innovative new system helps make rebar doweling and adhesive anchor installation faster and more reliable by removing the need to manually clean the hole before installing your adhesive anchor. Traditional Method Drill 2x 2x 2x Done HIT-HY 200 System with Hilti Hollow Drill Bit and VC 20/40 Vacuum Up to 60% faster! Drill Done Productivity gain Features and Applications Drills holes for post-installed rebar applications like structural connections and upgrades or adding missing rebar Drills holes for anchoring railings and safety barriers Drills holes for secondary steel structures such as staircases and ledgers Drills holes for structural steel connections like columns and beams ICC-ES approved for cracked concrete and seismic applications when used in combination with HIT-HY 200 TE-CD Hollow Drill Bits Imperial Order Description Hollow Drill Bit TE-CD 1/2"-13" Working Length Item No. Single1 Item No. 3 pack1 8 in 02018941 03497391 Hollow Drill Bit TE-CD 9/16"-14" 9-1/2 in 02018943 03497392 Hollow Drill Bit TE-CD 5/8"-14" 9-1/2 in 02018944 03497393 Hollow Drill Bit TE-CD 3/4"-14" 9-1/2 in 02018947 03497394 02018978 - Working Length Item No. Single1 Item No. 3 pack1 Hollow Drill Bit TE-CD 16-A (Replacement collar) TE-YD Hollow Drill Bits Imperial Order Description Hollow Drill Bit TE-YD 3/4"-24" 15-1/2 in 02018958 03497387 Hollow Drill Bit TE-YD 7/8"-24" 15-1/2 in 02018961 03497388 Hollow Drill Bit TE-YD 1"-24" 15-1/2 in 02018963 03497389 Hollow Drill Bit TE-YD 1 1/8"-24" 15-1/2 in 02018965 03497390 02018979 - Hollow Drill Bit TE-YD 25-A (Replacement collar) 1 Item numbers and quantities may change. Contact Hilti for current ordering information. 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 200 Technical Supplement 04/13 5
1.0 Product Description 2.0 Technical Data Listings/Approvals ICC-ES (International Code Council) ESR-3187 Independent Code Evaluation IBC /IRC 2009 (ICC-ES AC308) IBC /IRC 2006 (ICC-ES AC308) IBC /IRC 2003 (ICC-ES AC308) LEED : Credit 4.1-Low Emitting Materials The Leadership in Energy and Environmental Design (LEED) Green Building Rating system is the nationally accepted benchmark for the design, construction, and operation of high performance green buildings. 1.0 Product Description The Hilti HIT-HY 200 Adhesive Anchoring System is used to resist static, wind and seismic 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 cracked and uncracked concrete as defined per ICC-ES, ACI, and CSA. Hilti HIT-HY 200 Adhesive is an injectable two-component hybrid adhesive. The two components are separated by means of a dual-cylinder foil pack attached to a manifold. The two components combine and react when dispensed through a static mixing nozzle attached to the manifold. Hilti HIT-HY 200 Adhesive is available in two options, Hilti HIT-HY 200-A, and Hilti HIT-HY 200-R. Both options utilize the same technical data. Hilti HIT-HY 200-A will have shorter working times and curing times than Hilti HIT-HY 200-R. The packaging for each is different which helps the user distinguish between the two adhesives. Hilti HIT-HY 200 Adhesive comes with three cleaning options: 1. Traditional cleaning methods comprised of steel wire brushes and air nozzles, 2. Self-cleaning methods using the Hilti TE-CD or TE-YD hollow carbide drill bits used in conjunction of a Hilti vacuum cleaner that will remove drilling dust, automatically cleaning the hole, or 3. Use of the Hilti HIT-Z and HIT-Z-R threaded rods where hole cleaning is not required after drilling the hole. (Exceptions: If base material temperature is less than 41 F (5 C) or if diamond core drilling is used, then cleaning of the drilled hole is required). Elements that are suitable for use with this system are as follows: threaded steel rods, Hilti HIS-(R)N steel internally threaded inserts, steel reinforcing bars and Hilti HIT-Z and HIT-Z-R specialty rods. Hilti HIT-HY 200 Adhesive Technical Data Table of Contents Element Type Hilti HIT-Z and HIT-Z-R (Threaded Rod) United States Rebar Canada Hilti HAS Threaded Rod Hilti HIS-N and HIS-RN Internally Threaded Insert Pages 12 21 22 33 34 39 40 50 51 53 Tables 1 15 16 34 35 47 48 65 66 70 Information on Working Time and Cure Time on page 54 6 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 200 Technical Supplement 04/13
2.0 Technical Data 2.1 Testing and Product Evaluation Hilti HIT-HY 200 has been tested in accordance with ICC Evaluation Services (ICC-ES) Acceptance Criteria for Post- Installed Adhesive Anchors in Elements (AC308). Hilti has had Hilti HIT-HY 200 evaluated according to AC308 and has received ESR-3187 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 postinstalled expansion and undercut anchors and cast-in headed studs were recognized. Prior to the publication of ACI 318-11, designers of postinstalled 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-3187 for Hilti HIT-HY 200 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 200 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 200 Adhesive Anchor System 2.3.1 Using technical data in ESR-3187 Technical data for the system components of Hilti HIT-HY 200 can be found in ICC-ES ESR-3187. This includes: Hilti HIT-HY 200-A and Hilti HIT-HY 200-R adhesives (with the same technical data). Hilti HIT-Z(-R) threaded rod which requires no cleaning. Standard threaded rods and rebar. Hilti HIS-(R)N internally threaded inserts. Hilti TE-CD and TE-YD hollow drill bits which automatically clean the drilled holes, for use with standard threaded rods, rebar, and the Hilti HIS-(R)N internally threaded inserts and have the same technical data as standard cleaning methods. A designer can use the data in ESR-3187 to calculate the capacity of the Hilti HIT-HY 200 system in the following manner: For the Hilti HIT-Z(-R) threaded rods with no cleaning. This is a torque controlled adhesive anchor system, and at the time of this publication there are no provisions in ACI 318 Appendix D to design this system. A proposed design would be according to ACI 318-11 or ACI 318-08 Appendix D and AC308 Section 3.3 amendments to ACI 318. 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-3187 are not included in this supplement, but can be found by downloading ESR-3187 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 Hilti PROFIS Anchor Design Software The Hilti PROFIS Anchor Design Software is the most innovative and comprehensive design software available for accurate and complete anchor designs. For Hilti HIT-HY 200, the data from ESR-3187 is used as the data base for the program. PROFIS Anchor calculates the design capacity of the anchor system according to ACI 318-08 Appendix D and AC308 Section 3.3 amendments to ACI 318. The PROFIS Anchor HIT-HY 200 portfolio consists of the same system components listed in section 2.3.1. This is the most accurate and best way to optimize the anchor design, especially for anchor systems with multiple anchors, 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 200 Technical Supplement 04/13 7
complicated loading, edge distance constraints, and numerous other conditions. Hilti PROFIS Anchor Design Software can be downloaded at www.us.hilti.com (US) or www.hilti.ca (Canada). Contact your local Hilti representative for a demonstration on this software at your office. 2.3.3 Using the New Hilti Simplified Design Tables In lieu of providing a copy of ESR-3187 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. 2.4.1 Simplified Tables Data Development The Simplified Tables have two table types. The single anchor capacity table and the reduction factor table. Single anchor capacity tables show the design strength (for ACI) or factored resistance (for CSA) in tension and shear for a single anchor. This is the capacity of a single anchor with no edge distance or concrete thickness influences and is based on the assumptions outlined in the footnotes below each table. Reduction factor tables are created by comparing the single anchor capacity to the capacity that includes the influence of a specific edge distance, spacing, or concrete thickness, using the equations of ACI 318-11 Appendix D. 2.4.2 Hilti HIT-Z(-R) Anchor Rods The single anchor tension capacity is based on the lesser of concrete breakout strength or pullout strength: ACI/AC308: ФN n = min ФN cb ;ФN pn CSA: N r = min N cbr ;N cpr ФN n = N r The shear value is based on the pryout strength. ACI/AC308: CSA: ФV n = ФV cp V r = V cpr ФV n = V r breakout and pryout are calculated according to ACI 318 Appendix D and CSA A23.3 Annex D using the variables from ESR-3187. These values are equivalent. Pullout for torque controlled adhesive anchors is not recognized in ACI or CSA, so this is determined from AC308 Section 3.3 and the value of N p,uncr or N p,cr from ESR-3187. This is a similar approach to mechanical anchor pullout strength. ACI and CSA values are equivalent. 2.4.3 Standard Threaded Rods, Rebar, and Hilti HIS-(R)N Internally Threaded Inserts The single anchor tension capacity is based on the lesser of concrete breakout strength or bond strength: ACI: ФN n = min ФN cb ;ФN a CSA/ACI: N r = min N cbr ;N a ФN n = N r The shear value is based on the pryout strength. ACI: CSA/ACI: ФV n = ФV cp V r = V cpr ФV n = V r breakout is calculated according to ACI 318 Appendix D and CSA A23.3 Annex D using the variables from ESR-3187. These values are equivalent. Bond strength is not recognized in CSA, so this is determined from ACI 318-11 Appendix D for both the US and Canada. 2.4.4 Steel Strength for All Elements The steel strength is provided on a separate table and is based on calculations from ACI 318 Appendix D and CSA A23.3 Annex D. ACI and CSA have different reduction factors for steel strength, thus the values for both ACI and CSA are published. 8 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 200 Technical Supplement 04/13
2.4.5 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. Adjustment factors are applied for all applicable near edge and spacing conditions. For example, the capacity in tension corresponding to the anchor group based on worst case anchor a in the figure below is evaluated as follows: ACI: CSA: N des = 4 ФN n f A,x f A,y f R,x f R,y N des = 4 N r f A,x f A,y f R,x f R,y The design strength (factored resistance) of an anchor is obtained as follows: : ACI: N des = n min ФN n ; ФN sa CSA: N des = n min N r ; N sr Shear: where: ACI: V des = n min ФV n ; ФV sa CSA: V des = n min V r ; V sr n = N des = ФN n = ФN sa = N r = N sr = V des = ФV n = ФV sa = V r = V sr = = = = = = number of anchors design resistance in tension design strength in tension considering concrete breakout, pullout, or bond failure (ACI) design strength in tension considering steel failure (ACI) factored resistance in tension considering concrete breakout, pullout, or bond failure (CSA) factored resistance in tension considering steel failure (CSA) design resistance in shear design strength in shear considering concrete failure (ACI) design strength in shear considering steel failure (ACI) factored resistance in shear considering concrete failure (CSA) factored resistance in shear considering steel failure (CSA) adjustment factor for spacing in tension adjustment factor for edge distance in tension adjustment factor for spacing in shear adjustment factor for edge distance in shear adjustment factor for concrete thickness in shear (this is a new factor that ASD did not use previously) Note: designs are for orthogonal anchor bolt patterns and no reduction factor for the diagonally located adjacent anchor is required. Where anchors are loaded simultaneously in tension and shear, interaction must be considered. The interaction equation is as follows: where: N ua V ua ACI: + 1.2 N des V des N f V f CSA: + 1.2 N des V des N ua = V ua = N f = V f = Required strength in tension based on factored load combinations of ACI 318 Chapter 9. Required strength in shear based on factored load combinations of ACI 318 Chapter 9. Required strength in tension based on factored load combinations of CSA A23.3 Chapter 8. Required strength in shear based on factored load combinations of CSA A23.3 Chapter 8. The full tension strength can be permitted if: V ua ACI: 0.2 V des V f CSA: 0.2 V des 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 200 Technical Supplement 04/13 9
The full shear strength can be permitted if: N ua ACI: 0.2 N des N f CSA: 0.2 N des 2.4.6 Allowable Stress Design (ASD) The values of N des and V des developed from Section 2.4.5 are design strengths (factored resistances) and are to be compared to the required strength in tension and shear from factored load 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: where: N des N des,asd = α ASD V des V des,asd = α ASD α ASD = Conversion factor calculated as a weighted average of the load factors for the controlling load combination. An example for the calculation of α ASD is as follows: Controlling strength design load combination is 1.2D + 1.6L, % contribution is 30% D, 70% L α ASD = 1.2 x 0.30 + 1.6 x 0 = 1.48 2.4.7 Seismic Design To determine the seismic design strength (factored resistance) a reduction factor, α seis, is applied to the applicable table values. This value of α seis will be in the footnotes of the relevant design tables. The value of α seis for concrete / bond / pullout failure is based on 5 times a reduction factor determined from testing. The total reduction is footnoted in the tables. The value of α seis for steel failure is based on testing and is typically only applied for shear. There is no additional 5 factor. The reduction is footnoted in the tables. The factored load and associated seismic load combinations that will be compared to the design strength (factored resistance) can be determined from ACI or CSA provisions and national or local code requirements. An additional value for ϕ non-ductile may be needed based on failure mode or ductility of the attached components. 2.4.8 Sustained Loads and Overhead Use Sustained loading is calculated by multiplying the value of ФN n or N r by 0.55 and comparing the value to the tension dead load contribution (and any sustained live loads or other loads) of the factored load. Edge, spacing, and concrete thickness influences do not need to be accounted for when evaluating sustained loads. Consideration of sustained loads is based on ACI 318-11 Appendix D. Since sustained loading is not addressed in CSA A23.3 Annex D, it is reasonable to use this approach for CSA based designs. 2.4.9 Accuracy of the Simplified Tables Calculations using the Simplified Tables have the potential of providing a design strength (factored resistance) that is exactly what would be calculated using equations from ACI 318 Appendix D or CSA A23.3 Annex D. The tables for the single anchor design strength (factored resistance) for concrete / bond / pullout failure or steel failure have the same values that will be computed using the provisions of ACI and CSA. The load adjustment factors for edge distance influences are based on a single anchor near an edge. The load adjustment factors for spacing are determined from the influence of two adjacent anchors. Each reduction factor is calculated for the minimum value of either concrete or bond failure. When more than one edge distance and/or spacing condition exists, the load adjustment factors are multiplied together. This will result in a conservative design when compared to a full calculation based on ACI or CSA. Additionally, if the failure mode in the single anchor tables is controlled by concrete failure, and the reduction factor is controlled by bond failure, this will also give a conservative value (and vice versa). The following is a general summary of the accuracy of the simplified tables: Single anchor tables have values equivalent to a calculation according to ACI or CSA. Since the table values, including load adjustment factors, are calculated using equations that are not linear, linear interpolation is not permitted. Use the smaller of the two table values listed. This provides a conservative value if the application falls between concrete compressive strengths, embedment depths, or spacing, edge distance, and concrete thickness. For one anchor near one edge, applying the edge distance factor typically provides accurate values 10 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 200 Technical Supplement 04/13
provided the failure mode of the table values is the same. If the failure mode is not the same, the values are conservative. For two to four anchors in tension with no edge reductions, applying the spacing factors provides a value that is equivalent to the ACI and CSA calculated values, provided the controlling failure modes of the table values are the same. If the failure mode is not the same, the values are conservative. The spacing factor in shear is conservative when compared to two anchors with no edge distance considerations. This factor is based on spacing near an edge and can be conservative for installations away from the edge of the concrete member. Note: for less conservative results, it is possible to use the 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 edge. The load adjustment factors are determined by calculations according to ACI 318-11 Appendix D. This is more conservative than ACI 318-08 Appendix D because the ψ g,na factor, which is always greater than or equal to 1.0, does not need to be calculated. Thus, some calculations will be more conservative than a calculation from the Hilti PROFIS Anchor Design Software (PROFIS uses ACI 318-08). IMPORTANT NOTE: 2.4.10 Limitations Using Simplified Tables There are additional limitations that the Simplified Tables do not consider: Load Combinations: Table values are meant to be used with the load combinations of ACI 318 Section 9.2 and CSA A23.3 Chapter 8. Supplementary Reinforcement: Table values, including reduction factors, are based on Condition B which does not consider the effects of supplementary reinforcement, nor is there an influence factor that can be applied to account for supplementary reinforcement. Eccentric loading: Currently, there is not a method for applying a factor to the tables to account for eccentric loading. Moments or Torsion: While a designer can apply a moment or torsion to the anchor system and obtain a specific load per anchor, the tables themselves do not have specific factors to account for moments or torsion applied to the anchor system. Standoff: Standoff is not considered in the steel design tables. Anchor layout: The Simplified Tables assume an orthogonal layout. As stated above, while the Simplified Tables are limited in application, the designer can use the Hilti PROFIS Anchor Design Software which does account for the conditions noted above. There may be additional applications not noted above. Contact Hilti with any questions for specific applications. For applications such as a four bolt or six bolt anchor pattern in a corner in a thin slab, the calculation can be up to 80% conservative when compared to a calculation according to ACI or CSA, and when using the Hilti PROFIS Anchor Design Software. It is always suggested to use the Hilti PROFIS Anchor Design Software or perform a calculation by hand using the provisions of ACI and CSA to optimize the design. This is especially true when the Simplified Table calculation does not provide a value that satisfies the design requirements. The fact that a Simplified Table calculation does not exceed a design load does not mean the HIT-HY 200 Adhesive system will not fulfill the design requirements. Additional assistance can be given by your local Hilti representative. 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 200 Technical Supplement 04/13 11
2.4.11 Hilti HIT-HY 200 Adhesive with Hilti HIT-Z and HIT-Z-R Threaded Rods Hilti HIT-Z and HIT-Z-R Installation Conditions Permissible Conditions Uncracked Cracked Dry Water Saturated Water-Filled Drilled Holes Permissible Drilling Method Hammer Drilling with Carbide Tipped Drill Bit 1 Hilti TE-CD or TE-YD Hollow Drill Bit 2 Diamond Core Drill Bit 3 1 Drilling hole with carbide tipped bit requires no cleaning of drilling dust after drilling. See Manufacturer s Printed Installation Instructions (MPII) that comes with Hilti HIT-HY 200 Adhesive packaging for complete drilling and installation instructions. 2 Since cleaning of drilled hole is not required with carbide tipped drill bit with Hilti HIT-Z(-R) rods, the use of the Hilti TE-CD or TE-YD hollow drill bit is not needed to clean hole. 3 Cleaning of drilled hole is needed for holes drilled with diamond core drill bit. See MPII for complete drilling and installation instructions. Hilti HIT-Z and HIT-Z-R Installation Specifications Nominal Rod Diameter ød 3/8 Drill Bit Diameter ød 0 in Embedment Depth h ef Installation Torque T inst ft-lb (Nm) 2-3/8 4-1/2 15 7/16 (9.5) (60 114) (20) 1/2 2-3/4 6 30 9/16 (12.7) (70 152) (40) 5/8 3-3/4 7-1/2 60 3/4 (15.9) (95 190) (80) 3/4 4 8-1/2 110 7/8 (19.1) (102 216) (150) d f HIT-Z(-R) 3/8 1/2 5/8 3/4 d f,1 1/2 5/8 13/16* 15/16* d f,2 7/16 9/16 11/16 13/16 * Use two washers 12 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 200 Technical Supplement 04/13
Hilti HIT-Z and HIT-Z-R Anchor Rod Lengths and Thread Dimensions l Anchor Length l helix Helix Length Smooth Shank Length Total Thread Length Usable Thread Length Name and Size HIT-Z(-R) 3/8'' x 4-3/8'' 4-3/8 (111) 2-1/4 (57) 5/16 (8) 1-13/16 (46) 1-5/16 (33) HIT-Z(-R) 3/8'' x 5-1/8'' 5-1/8 (130) 2-1/4 (57) 5/16 (8) 2-9/16 (65) 2-1/16 (52) HIT-Z(-R) 3/8'' x 6-3/8'' 6-3/8 (162) 2-1/4 (57) 5/16 (8) 3-13/16 (97) 3-5/16 (84) HIT-Z(-R) 1/2'' x 4-1/2'' 4-1/2 (114) 2-1/2 (63) 5/16 (8) 1-11/16 (43) 1 (26) HIT-Z(-R) 1/2'' x 6-1/2'' 6-1/2 (165) 2-1/2 (63) 5/16 (8) 3-11/16 (94) 3-1/16 (77) HIT-Z(-R) 1/2'' x 7-3/4'' 7-3/4 (197) 2-1/2 (63) 5/16 (8) 4-15/16 (126) 4-5/16 (109) HIT-Z(-R) 5/8'' x 6'' 6 (152) 3-5/8 (92) 7/16 (11) 1-15/16 (49) 1-1/8 (28) HIT-Z(-R) 5/8'' x 8'' 8 (203) 3-5/8 (92) 7/16 (11) 3-15/16 (100) 3-1/8 (79) HIT-Z(-R) 5/8'' x 9-1/2'' 9-1/2 (241) 3-5/8 (92) 1-15/16 (49) 3-15/16 (100) 3-1/8 (79) HIT-Z(-R) 3/4'' x 8-1/2'' 8-1/2 (216) 4 (102) 7/16 (12) 4 (102) 3-1/16 (77) HIT-Z(-R) 3/4'' x 9-3/4'' 9-3/4 (248) 4 (102) 1-11/16 (44) 4 (102) 3-1/16 (77) l l helix Smooth Shank Length Usable Thread Length Total Thread Length Mechanical Properties Hilti HIT-Z and HIT-Z-R Material Specifications f ya Min. f uta ksi (MPa) ksi (MPa) Carbon steel HIT-Z rods (3/8-in. to 5/8-in.): AISI 1038 75.3 (520) 94.2 (650) Carbon steel HIT-Z rods (3/4-in.): AISI 1038 or 18MnV5 75.3 (520) 94.2 (650) Stainless steel HIT-Z-R rods: Grade 316 stainless steel 75.3 (520) 94.2 (650) HIT-Z Carbon Steel Nuts meet the requirements of ASTM A 563, Grade A conforming to ANSI B18.2.2 HIT-Z Carbon Steel Washers meet the requirements of ASTM F 844 HIT-Z Carbon steel rods are furnished with a 0.005-mm-thick zinc electroplated coating HIT-Z-R Stainless Steel Nuts meet the requirements of ASTM F 594 conforming to ANSI B18.2.2 HIT-Z-R Stainless Steel Washers meet the requirements of AISI 316 conforming to ASTM A 240 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 200 Technical Supplement 04/13 13
Table 1 HIT-HY 200 Design Strength (Factored Resistance) with /Pullout Failure for HIT-Z(-R) Rods in Uncracked 1,2,3,4,5,6,7,8,10 Anchor Diameter in. (mm) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) 3/4 (19.1) Effective Embed. Depth in. (mm) f c = 2500 psi (17.2 Mpa) ФN n or N r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) f c = 2500 psi (17.2 Mpa) Shear ФV n or V r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) 2-3/8 2,855 3,125 3,610 4,425 3,075 3,370 3,890 4,765 (60) (12.7) (13.9) (16.1) (19.7) (13.7) (15.0) (17.3) (21.2) 3-3/8 4,835 5,300 5,560 5,560 10,415 11,410 13,175 16,135 (86) (21.5) (23.6) (24.7) (24.7) (46.3) (50.8) (58.6) (71.8) 4-1/2 5,560 5,560 5,560 5,560 16,035 17,570 20,285 24,845 (114) (24.7) (24.7) (24.7) (24.7) (71.3) (78.2) (90.2) (110.5) 2-3/4 3,555 3,895 4,500 5,510 7,660 8,395 9,690 11,870 (70) (15.8) (17.3) (20.0) (24.5) (34.1) (37.3) (43.1) (52.8) 4-1/2 7,445 8,155 8,190 8,190 16,035 17,570 20,285 24,845 (114) (33.1) (36.3) (36.4) (36.4) (71.3) (78.2) (90.2) (110.5) 6 8,190 8,190 8,190 8,190 24,690 27,045 31,230 38,250 (152) (36.4) (36.4) (36.4) (36.4) (109.8) (120.3) (138.9) (170.1) 3-3/4 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 5-5/8 10,405 11,400 13,165 14,950 22,415 24,550 28,350 34,720 (143) (46.3) (5) (58.6) (66.5) (99.7) (109.2) (126.1) (154.4) 7-1/2 14,950 14,950 14,950 14,950 34,505 37,800 43,650 53,455 (191) (66.5) (66.5) (66.5) (66.5) (153.5) (168.1) (194.2) (237.8) 4 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 6-3/4 13,680 14,985 17,305 19,890 29,460 32,275 37,265 45,645 (171) (60.9) (66.7) (77.0) (88.5) (131.0) (143.6) (165.8) (203.0) 8-1/2 19,330 19,890 19,890 19,890 41,635 45,605 52,660 64,500 (216) (86.0) (88.5) (88.5) (88.5) (185.2) (202.9) (234.2) (286.9) Table 2 HIT-HY 200 Design Strength (Factored Resistance) with /Pullout Failure for HIT-Z(-R) Rods in Cracked 1,2,3,4,5,6,7,8,9,10 Anchor Diameter in. (mm) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) 3/4 (19.1) Effective Embed. Depth in. (mm) f c = 2500 psi (17.2 Mpa) ФN n or N r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) f c = 2500 psi (17.2 Mpa) Shear ФV n or V r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) 2-3/8 2,020 2,215 2,560 3,135 2,180 2,385 2,755 3,375 (60) (9.0) (9.9) (11.4) (13.9) (9.7) (10.6) (12.3) (15.0) 3-3/8 3,425 3,755 4,335 5,305 7,380 8,085 9,335 11,430 (86) (15.2) (16.7) (19.3) (23.6) (32.8) (36.0) (41.5) (50.8) 4-1/2 5,275 5,560 5,560 5,560 11,360 12,445 14,370 17,600 (114) (23.5) (24.7) (24.7) (24.7) (50.5) (55.4) (63.9) (78.3) 2-3/4 2,520 2,760 3,185 3,905 5,425 5,945 6,865 8,405 (70) (11.2) (12.3) (14.2) (17.4) (24.1) (26.4) (30.5) (37.4) 4-1/2 5,275 5,780 6,670 7,640 11,360 12,445 14,370 17,600 (114) (23.5) (25.7) (29.7) (34.0) (50.5) (55.4) (63.9) (78.3) 6 7,640 7,640 7,640 7,640 17,490 19,160 22,120 27,095 (152) (34.0) (34.0) (34.0) (34.0) (77.8) (85.2) (98.4) (120.5) 3-3/4 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 5-5/8 7,370 8,075 9,325 11,420 15,875 17,390 20,080 24,595 (143) (32.8) (35.9) (41.5) (50.8) (70.6) (77.4) (89.3) (109.4) 7-1/2 11,350 12,430 14,355 14,950 24,440 26,775 30,915 37,865 (191) (50.5) (55.3) (63.9) (66.5) (108.7) (119.1) (137.5) (168.4) 4 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 6-3/4 9,690 10,615 12,255 15,010 20,870 22,860 26,395 32,330 (171) (43.1) (47.2) (54.5) (66.8) (92.8) (101.7) (117.4) (143.8) 8-1/2 13,690 15,000 17,320 19,535 29,490 32,305 37,300 45,685 (216) (60.9) (66.7) (77.0) (86.9) (131.2) (143.7) (165.9) (203.2) 1 See Section 2.4 for explanation on development of load values. 2 See Section 2.4.6 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 8-15 as necessary. Compare to the steel values in table 3. The lesser of the values is to be used for the design. 5 Data is for temperature range A: Max. short term temperature = 104 F (40 C), max. long term temperature = 75 F (24 C). For temperature range B: Max. short term temperature = 176 F (80 C), max. long term temperature = 122 F (50 C) multiply above value by 0.86. 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. 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 and water saturated concrete conditions. 7 Tabular values are for short term loads only. For sustained loads, see Section 2.4.8. 8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ a as follows: For sand-lightweight, λ a = 0.51. For all-lightweight, λ a = 0.45. 9 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by the following reduction factors: 3/8-in diameter - α seis = 05 1/2-in to 3/4-in diameter - α seis = 5 See Section 2.4.7 for additional information on seismic applications. 10 Diamond core drilling with Hilti HIT-Z(-R) rods is permitted with no reduction in published data above. 14 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 200 Technical Supplement 04/13
Table 3 Steel Design Strength (Factored Resistance) for Hilti HIT-Z and HIT-Z-R Rods 5,7 ACI 318 Appendix D Based Design CSA A23.3 Annex D Based Design Anchor Diameter HIT-Z Carbon Steel Rod HIT-Z-R Stainless Steel Rod HIT-Z Carbon Steel Rod HIT-Z-R Stainless Steel Rod in. (mm) Tensile 1 Shear 2 Tensile 1 Shear 2 Tensile 3 Shear 4 Tensile 3 Shear 4 ϕn sa ϕv sa 7 α seis,v ϕn sa ϕv sa 7 α seis,v N sr V sr 7 α seis,v N sr V sr 7 α seis,v 3/8 4,750 1,930 4,750 2,630 4,345 1,775 4,345 2,420 1.0 1.0 1.0 (9.5) (21.1) (8.6) (21.1) (11.7) (19.3) (7.9) (19.3) (10.8) 1.0 1/2 8,695 3,530 8,695 4,815 7,960 3,250 7,960 4,435 0.65 5 0.65 (12.7) (38.7) (15.7) (38.7) (21.4) (35.4) (14.5) (35.4) (19.7) 5 5/8 13,850 5,625 13,850 7,670 12,675 5,180 12,675 7,065 0.65 0.65 0.65 (15.9) (61.6) (25.0) (61.6) (34.1) (56.4) (23.0) (56.4) (31.4) 0.65 3/4 20,455 8,310 20,455 11,330 18,725 7,650 18,725 10,435 0.65 0.65 0.65 (19.1) (91.0) (37.0) (91.0) (50.4) (83.3) (34.0) (83.3) (46.4) 0.65 1 Tensile = ϕ A se,n f uta as noted in ACI 318 Appendix D. 2 Shear values determined by static shear tests with ϕv sa ϕ 0.60 A se,v f uta as noted in ACI 318 Appendix D. 3 Tensile = A se ϕ s f ut R as noted in CSA A23.3 Annex D. 4 Shear values determined by static shear tests with V sr A se ϕ s 0.60 f ut R as noted in CSA A23.3 Annex D. 5 See Section 2.4.6 to convert design strength (factored resistance) value to ASD value. 6 Reduction factor for seismic shear only. See Section 2.4.7 for additional information on seismic applications. 7 HIT-Z and HIT-Z-R rods are to be considered brittle steel elements. Hilti HIT-Z(-R) Rod Permissible Combinations of Edge Distance, Anchor Spacing, and Thickness The Hilti HIT-Z and HIT-Z-R Rods produce high expansion forces in the concrete slab when the installation torque is applied. This means that the anchor must be installed with larger edge distances and spacing when compared to standard threaded rod, to minimize the likelihood that the concrete slab will split during installation. The permissible edge distance is based on the concrete condition (cracked or uncracked), the concrete thickness, and anchor spacing (if designing for anchor groups). The permissible concrete thickness is dependent on whether or not the drill dust is removed during the anchor installation process. Step 1: Check Thickness While the Hilti HIT-Z and HIT-Z-R rods do not need to have the drilling dust removed for optimum capacity (for base material temperatures greater than 41 F (5 C) and if hammer drill with carbide tipped drill bit is used), the concrete thickness can be reduced if the drilling dust is removed. The figure below shows the two drilled hole options. Drilled hole condition 1 is with the drill dust remaining in the drilled hole, and condition 2 is with the drill dust removed by compressed air, Hilti TE-CD or TE-YD hollow drill bit. Hole Condition 1 h 1 h 0 > h ef h ef Refer to Tables 4 to 7 in this section for the minimum concrete thicknesses associated with the Hilti HIT-Z(-R) rods based on diameter and drilled hole condition. Hole Condition 2 h 2 h 0 = h ef Step 2: Check Edge Distance and Anchor Spacing Tables 4 to 7 in this section show the minimum edge distance and anchor spacing based on a specific concrete thickness and whether or not the design is for cracked or uncracked concrete. There are two cases of edge distance and anchor spacing combinations for each embedment and concrete condition (cracked or uncracked). Case 1 is the minimum edge distance needed for one anchor or for two anchors with large anchor spacing. Case 2 is the minimum anchor spacing that can be used, but the edge distance is increased to help prevent splitting. Linear interpolation can be used between Case 1 and Case 2 for any specific concrete thickness and concrete condition. See the following figure and calculation which can be used to determine specific edge distance and anchor spacing combinations. 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 200 Technical Supplement 04/13 15
Anchors not permitted in shaded area For a specific edge distance, the permitted spacing is calculated as follows: C min,1 C min,2 Case 2 Case 1 (s min,1 s min,2 ) s s min,2 + (c c min,2 ) (c min,1 c min,2 ) spacing s s design c a min at s s min at c S min,2 S min,1 Edge c designedge distance c Table 4 Minimum Edge Distance, Spacing, and Thickness for 3/8" Diameter Hilti HIT-Z and HIT-Z-R Rods in. 3/8 Rod O.D. d (mm) (9.5) in. 2-3/8 3-3/8 4-1/2 Effective embedment h ef (mm) (60) (86) (114) Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2 in. 4 4-5/8 5-3/4 4-5/8 5-5/8 6-3/8 5-3/4 6-3/4 7-3/8 Minimum concrete thickness h (mm) (102) (117) (146) (117) (143) (162) (146) (171) (187) Uncracked Cracked Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 in. 3-1/8 2-3/4 2-1/4 2-3/4 2-1/4 2 2-1/4 1-7/8 1-7/8 c min,1 (mm) (79) (70) (57) (70) (57) (51) (57) (48) (48) in. 9-1/8 7-3/4 6-1/8 7-3/4 6-1/2 5-5/8 6-1/8 5-3/8 4-1/2 s min,1 (mm) (232) (197) (156) (197) (165) (143) (156) (137) (114) in. 5-5/8 4-3/4 3-3/4 4-3/4 3-7/8 3-1/4 3-3/4 3-1/8 2-3/4 c min,2 (mm) (143) (121) (95) (121) (98) (83) (95) (79) (70) in. 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 s min,2 (mm) (48) (48) (48) (48) (48) (48) (48) (48) (48) in. 2-1/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 c min,1 (mm) (54) (48) (48) (48) (48) (48) (48) (48) (48) in. 6-3/8 5-1/2 4-1/4 5-1/2 3-1/2 2-5/8 3-1/4 2 1-7/8 s min,1 (mm) (162) (140) (108) (140) (89) (67) (83) (51) (48) in. 3-5/8 3-1/8 2-3/8 3-1/8 2-1/2 2-1/8 2-3/8 2 1-7/8 c min,2 (mm) (92) (79) (60) (79) (64) (54) (60) (51) (48) in. 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 1-7/8 s min,2 (mm) (48) (48) (48) (48) (48) (48) (48) (48) (48) Table 5 Minimum Edge Distance, Spacing, and Thickness for 1/2" Diameter Hilti HIT-Z and HIT-Z-R Rods in. 1/2 Rod O.D. d (mm) (12.7) in. 2-3/4 4-1/2 6 Effective embedment h ef (mm) (70) (114) (152) Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2 in. 4 5 7-1/8 5-3/4 6-3/4 8-1/4 7-1/4 8-1/4 9-3/4 Minimum concrete thickness h (mm) (102) (127) (181) (146) (171) (210) (184) (210) (248) Uncracked Cracked Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 in. 5-1/8 4-1/8 2-7/8 3-5/8 3 2-1/2 2-7/8 2-1/2 2-1/2 c min,1 (mm) (130) (105) (73) (92) (76) (64) (73) (64) (64) in. 14-7/8 11-7/8 8-5/8 10-1/4 9 7-1/4 8-1/8 7-1/4 5 s min,1 (mm) (378) (302) (219) (260) (229) (184) (206) (184) (127) in. 9-1/4 7-1/4 4-7/8 6-1/4 5-1/4 4-1/8 4-3/4 4-1/8 3-3/8 c min,2 (mm) (235) (184) (124) (159) (133) (105) (121) (105) (86) in. 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 s min,2 (mm) (64) (64) (64) (64) (64) (64) (64) (64) (64) in. 3-5/8 3 2-1/2 2-5/8 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 c min,1 (mm) (92) (76) (64) (67) (64) (64) (64) (64) (64) in. 10-7/8 8-1/2 6 7-3/8 5-1/2 3-1/8 4-1/2 3-1/8 2-1/2 s min,1 (mm) (276) (216) (152) (187) (140) (79) (114) (79) (64) in. 6-1/2 5 3-1/4 4-1/4 3-1/2 2-3/4 3-1/4 2-3/4 2-1/2 c min,2 (mm) (165) (127) (83) (108) (89) (70) (83) (70) (64) in. 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 s min,2 (mm) (64) (64) (64) (64) (64) (64) (64) (64) (64) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between case 1 and case 2 Linear interpoloation for a specific edge distance c, where c min,1 < c < c min,2, will determine the permissible spacing s as follows: (s min,1 s min,2 ) s s min,2 + (c c min,2 ) (c min,1 c min,2 ) 2 For shaded cells, drilling dust must be removed from drilled hole to justify minimum concrete thickness. 16 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 200 Technical Supplement 04/13
Table 6 Minimum Edge Distance, Spacing, and Thickness for 5/8" Diameter Hilti HIT-Z and HIT-Z-R Rods Rod O.D. d in. 5/8 (mm) (15.9) in. 3-3/4 5-5/8 7-1/2 Effective embedment h ef (mm) (95) (143) (191) Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2 in. 5-1/2 7-3/4 9-3/8 7-3/8 9-5/8 10-1/2 9-1/4 11-1/2 12-1/4 Minimum concrete thickness h (mm) (140) (197) (238) (187) (244) (267) (235) (292) (311) Uncracked Cracked Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 in. 6-1/4 4-1/2 3-3/4 4-5/8 3-5/8 3-1/4 3-3/4 3-1/8 3-1/8 c min,1 (mm) (159) (114) (95) (117) (92) (83) (95) (79) (79) in. 18-3/8 12-7/8 10-5/8 13-7/8 10-3/8 9-3/4 10-7/8 8-3/8 7-3/8 s min,1 (mm) (467) (327) (270) (352) (264) (248) (276) (213) (187) in. 11-3/8 7-3/4 6-1/4 8-1/4 6-1/8 5-1/2 6-3/8 4-7/8 4-5/8 c min,2 (mm) (289) (197) (159) (210) (156) (140) (162) (124) (117) in. 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 s min,2 (mm) (79) (79) (79) (79) (79) (79) (79) (79) (79) in. 4-5/8 3-3/8 3-1/8 3-1/2 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 c min,1 (mm) (117) (86) (79) (89) (79) (79) (79) (79) (79) in. 13-7/8 9-1/2 8-3/4 10-1/8 6-1/2 5-3/8 7-1/8 3-7/8 3-1/8 s min,1 (mm) (352) (241) (222) (257) (165) (137) (181) (98) (79) in. 8-1/4 5-1/2 4-3/8 5-7/8 4-1/4 3-7/8 4-1/2 3-3/8 3-1/8 c min,2 (mm) (210) (140) (111) (149) (108) (98) (114) (86) (79) in. 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 3-1/8 s min,2 (mm) (79) (79) (79) (79) (79) (79) (79) (79) (79) Table 7 Minimum Edge Distance, Spacing, and Thickness for 3/4" Diameter Hilti HIT-Z and HIT-Z-R Rods in. 3/4 Rod O.D. d (mm) (19.1) in. 4 6-3/4 8-1/2 Effective embedment h ef (mm) (102) (171) (216) Drilled hole condition - - 2 2 1 or 2 2 2 1 or 2 2 2 1 or 2 in. 5-3/4 8 11-1/2 8-1/2 10-3/4 13-1/8 10-1/4 12-1/2 14-1/2 Minimum concrete thickness h (mm) (146) (203) (292) (216) (273) (333) (260) (318) (368) Uncracked Cracked Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 Minimum edge and spacing Case 1 1 Minimum edge and spacing Case 2 1 in. 9-3/4 7 5 6-5/8 5-1/4 4-1/4 5-1/2 4-1/2 4 c min,1 (mm) (248) (178) (127) (168) (133) (108) (140) (114) (102) in. 28-3/4 20-5/8 14 19-3/8 15-1/4 12-5/8 16 13-1/4 11 s min,1 (mm) (730) (524) (356) (492) (387) (321) (406) (337) (279) in. 18-1/8 12-5/8 8-1/2 11-7/8 9-1/8 7-1/4 9-5/8 7-3/4 6-1/2 c min,2 (mm) (460) (321) (216) (302) (232) (184) (244) (197) (165) in. 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 s min,2 (mm) (95) (95) (95) (95) (95) (95) (95) (95) (95) in. 7-1/4 5-1/4 4-1/8 5 4 3-3/4 4-1/8 3-3/4 3-3/4 c min,1 (mm) (184) (133) (105) (127) (102) (95) (105) (95) (95) in. 21-3/4 15-1/2 12-1/4 14-1/2 11-3/8 9 12-1/8 8-3/4 6-1/2 s min,1 (mm) (552) (394) (311) (368) (289) (229) (308) (222) (165) in. 13-1/4 9-1/4 6 8-5/8 6-5/8 5-1/8 7 5-1/2 4-1/2 c min,2 (mm) (337) (235) (152) (219) (168) (130) (178) (140) (114) in. 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 3-3/4 s min,2 (mm) (95) (95) (95) (95) (95) (95) (95) (95) (95) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between case 1 and case 2 Linear interpoloation for a specific edge distance c, where c min,1 < c < c min,2, will determine the permissible spacing s as follows: (s min,1 s min,2 ) s s min,2 + (c c min,2 ) (c min,1 c min,2 ) 2 For shaded cells, drilling dust must be removed from drilled hole to justify minimum concrete thickness. 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 200 Technical Supplement 04/13 17
Table 8 Load Adjustment Factors for 3/8-in. Diameter HIT-Z and HIT-Z-R Rods in Uncracked 1,4 3/8 in. HIT-Z(-R) Uncracked Shear 2 Factor in 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) 1-7/8 (48) 0.63 0.59 0.57 n/a n/a 0.21 0.57 0.53 0.52 n/a n/a 0.05 n/a n/a 0.10 n/a n/a n/a 2 (51) 0.64 0.60 0.57 n/a 0.25 0.21 0.57 0.53 0.52 n/a 0.09 0.06 n/a 0.17 0.11 n/a n/a n/a 2-1/4 (57) 0.66 0.61 0.58 0.38 0.26 0.22 0.58 0.54 0.53 0.33 0.10 0.07 0.38 0.21 0.13 n/a n/a n/a 3 (76) 1 0.65 0.61 0.46 0.30 0.25 0.61 0.55 0.54 0.51 0.16 0.10 0.51 0.32 0.21 n/a n/a n/a 4 (102) 8 0 0.65 0.59 0.36 0.29 0.64 0.57 0.55 9 0.24 0.16 9 0.44 0.29 6 n/a n/a 4-5/8 (117) 0.82 3 0.67 0.69 0.40 0.31 0.66 0.58 0.56 0.98 0.30 0.20 0.98 0.49 0.31 0.81 0.55 n/a 5 (127) 0.85 5 0.69 4 0.43 0.33 0.68 0.58 0.56 1.00 0.34 0.22 1.00 0.52 0.33 0.84 0.57 n/a 5-3/4 (146) 0.90 8 1 0.86 0.49 0.36 0 0.59 0.57 1.00 0.42 0.27 1.00 0.59 0.36 0.91 0.61 0.53 6 (152) 0.92 0.80 2 0.89 0.51 0.38 1 0.60 0.57 1.00 0.45 0.29 1.00 0.62 0.38 0.92 0.63 0.54 7 (178) 0.99 0.85 6 1.00 0.60 0.43 5 0.61 0.59 0.57 0.37 2 0.43 1.00 0.68 0.58 8 (203) 1.00 0.90 0.80 0.69 0.49 9 0.63 0.60 0.69 0.45 0.83 0.49 1.00 2 0.63 9 (229) 1.00 0.94 0.83 7 0.55 0.82 0.65 0.61 0.83 0.54 0.93 0.55 7 0.66 10 (254) 1.00 0.99 0.87 0.86 0.61 0.86 0.66 0.62 0.97 0.63 1.00 0.63 0.81 0 11 (279) 1.00 0.91 0.94 0.67 0.89 0.68 0.63 1.00 2 2 0.85 3 12 (305) 0.94 1.00 3 0.93 0 0.65 0.83 0.83 0.88 7 14 (356) 1.00 0.85 1.00 3 0.67 1.00 1.00 0.96 0.83 16 (406) 0.98 6 0 1.00 0.88 18 (457) 1.00 9 2 0.94 24 (610) 0.89 9 1.00 30 (762) 0.99 0.87 36 (914) 1.00 0.94 > 48 (1219) 1.00 Table 9 Load Adjustment Factors for 3/8-in. Diameter HIT-Z and HIT-Z-R Rods in Cracked 1,4 3/8 in. HIT-Z(-R) Cracked Shear 2 Factor in 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 2-3/8 3-3/8 4-1/2 (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) (60) (86) (114) 1-7/8 (48) 0.63 0.59 0.57 n/a 0.56 0.50 0.57 0.53 0.52 n/a 0.08 0.05 n/a 0.16 0.10 n/a n/a n/a 2 (51) 0.64 0.60 0.57 n/a 0.57 0.51 0.57 0.53 0.52 n/a 0.09 0.06 n/a 0.17 0.11 n/a n/a n/a 2-1/4 (57) 0.66 0.61 0.58 3 0.60 0.53 0.58 0.54 0.53 0.34 0.10 0.07 0.67 0.21 0.14 n/a n/a n/a 3 (76) 1 0.65 0.61 0.88 0 0.60 0.61 0.55 0.54 0.52 0.16 0.10 0.88 0.32 0.21 n/a n/a n/a 4 (102) 8 0 0.65 1.00 0.84 0 0.64 0.57 0.55 0.80 0.25 0.16 1.00 0.49 0.32 6 n/a n/a 4-5/8 (117) 0.82 3 0.67 0.93 6 0.67 0.58 0.56 0.99 0.31 0.20 0.61 0.40 0.81 0.55 n/a 5 (127) 0.85 5 0.69 0.99 0.80 0.68 0.58 0.56 1.00 0.34 0.22 0.69 0.45 0.85 0.57 n/a 5-3/4 (146) 0.90 8 1 1.00 0.88 1 0.59 0.57 0.42 0.28 0.85 0.55 0.91 0.61 0.53 6 (152) 0.92 0.80 2 0.91 1 0.60 0.57 0.45 0.29 0.91 0.59 0.93 0.63 0.54 7 (178) 0.99 0.85 6 1.00 5 0.61 0.59 0.57 0.37 1.00 4 1.00 0.68 0.59 8 (203) 1.00 0.90 0.80 9 0.63 0.60 0 0.45 0.91 2 0.63 9 (229) 0.94 0.83 0.82 0.65 0.61 0.83 0.54 1.00 7 0.67 10 (254) 0.99 0.87 0.86 0.66 0.62 0.97 0.63 0.81 0 11 (279) 1.00 0.91 0.89 0.68 0.64 1.00 3 0.85 4 12 (305) 0.94 0.93 0 0.65 0.83 0.89 7 14 (356) 1.00 1.00 3 0.67 1.00 0.96 0.83 16 (406) 6 0 1.00 0.89 18 (457) 9 2 0.94 24 (610) 0.89 9 1.00 30 (762) 0.99 0.87 36 (914) 1.00 0.94 > 48 (1219) 1.00 1 Linear interpolation not permitted 2 Spacing factor reduction in shear,, assumes an influence of a nearby edge. If no edge exists, then =. 3 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 4 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D or CSA A23.3 Annex D. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). In addition, the desired edge distance or spacing may not be permitted with the design concrete thickness. Check with Table 4 of this document to calculate permissable edge distance, spacing and concrete thickness combinations. 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 200 Technical Supplement 04/13
Table 10 Load Adjustment Factors for 1/2-in. Diameter HIT-Z and HIT-Z-R Rods in Uncracked 1,4 1/2 in. HIT-Z(-R) Uncracked Shear 2 Factor in 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) 2-1/2 (64) 0.65 0.59 0.57 n/a 0.23 0.20 0.55 0.53 0.53 n/a 0.09 0.06 n/a 0.18 0.12 n/a n/a n/a 2-7/8 (73) 0.67 0.61 0.58 0.35 0.24 0.21 0.56 0.54 0.53 0.22 0.11 0.07 0.35 0.22 0.15 n/a n/a n/a 3 (76) 0.68 0.61 0.58 0.36 0.25 0.21 0.56 0.54 0.53 0.23 0.12 0.08 0.36 0.24 0.15 n/a n/a n/a 3-1/2 (89) 1 0.63 0.60 0.40 0.27 0.22 0.57 0.55 0.54 0.29 0.15 0.10 0.40 0.30 0.19 n/a n/a n/a 4 (102) 4 0.65 0.61 0.44 0.29 0.24 0.58 0.55 0.54 0.36 0.18 0.12 0.44 0.33 0.24 0.58 n/a n/a 4-1/2 (114) 7 0.67 0.63 0.50 0.31 0.25 0.59 0.56 0.55 0.42 0.22 0.14 0.50 0.35 0.25 0.61 n/a n/a 5 (127) 0.80 0.69 0.64 0.55 0.33 0.27 0.60 0.57 0.55 0.50 0.26 0.17 0.55 0.38 0.27 0.65 n/a n/a 5-1/2 (140) 0.83 0 0.65 0.61 0.35 0.28 0.62 0.57 0.56 0.57 0.30 0.19 0.61 0.40 0.28 0.68 n/a n/a 6 (152) 0.86 2 0.67 0.66 0.38 0.30 0.63 0.58 0.56 0.65 0.34 0.22 0.66 0.43 0.30 1 0.57 n/a 7 (178) 0.92 6 0.69 7 0.43 0.33 0.65 0.59 0.57 0.82 0.42 0.28 0.82 0.49 0.33 7 0.61 n/a 7-1/4 (184) 0.94 7 0 0.80 0.44 0.34 0.65 0.60 0.57 0.87 0.45 0.29 0.87 0.50 0.34 8 0.62 0.54 8 (203) 0.98 0.80 2 0.88 0.49 0.36 0.67 0.61 0.58 1.00 0.52 0.34 1.00 0.56 0.36 0.82 0.66 0.57 9 (229) 1.00 0.83 5 0.99 0.55 0.40 0.69 0.62 0.59 1.00 0.62 0.40 1.00 0.63 0.40 0.87 0 0.60 10 (254) 1.00 0.87 8 1.00 0.61 0.44 1 0.63 0.60 1.00 2 0.47 1.00 2 0.47 0.92 3 0.64 11 (279) 1.00 0.91 0.81 0.67 0.48 3 0.65 0.61 0.84 0.54 0.84 0.54 0.96 7 0.67 12 (305) 1.00 0.94 0.83 3 0.53 5 0.66 0.62 0.95 0.62 0.95 0.62 1.00 0.80 0 14 (356) 1.00 1.00 0.89 0.85 0.62 9 0.69 0.64 1.00 8 1.00 8 0.87 5 16 (406) 1.00 0.94 0.98 0 0.83 2 0.66 0.95 0.95 0.93 0.80 18 (457) 1.00 1.00 9 0.88 4 0.68 1.00 1.00 0.98 0.85 24 (610) 1.00 1.00 0.82 4 1.00 0.98 30 (762) 0.90 0.80 1.00 36 (914) 0.98 0.86 > 48 (1219) 1.00 0.98 Table 11 Load Adjustment Factors for 1/2-in. Diameter HIT-Z and HIT-Z-R Rods in Cracked 1,4 1/2 in. HIT-Z(-R) Cracked Shear 2 Factor in 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 2-3/4 4-1/2 6 (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) (70) (114) (152) 2-1/2 (64) 0.65 0.59 0.57 1 0.56 0.50 0.55 0.53 0.53 0.18 0.09 0.06 0.35 0.18 0.12 n/a n/a n/a 2-7/8 (73) 0.67 0.61 0.58 7 0.59 0.53 0.56 0.54 0.53 0.22 0.11 0.07 0.44 0.23 0.15 n/a n/a n/a 3 (76) 0.68 0.61 0.58 9 0.60 0.53 0.56 0.54 0.53 0.23 0.12 0.08 0.47 0.24 0.16 n/a n/a n/a 3-1/2 (89) 1 0.63 0.60 0.88 0.65 0.57 0.57 0.55 0.54 0.29 0.15 0.10 0.59 0.30 0.20 n/a n/a n/a 4 (102) 4 0.65 0.61 0.98 0 0.60 0.58 0.55 0.54 0.36 0.18 0.12 2 0.37 0.24 0.58 n/a n/a 4-1/2 (114) 7 0.67 0.63 1.00 5 0.64 0.59 0.56 0.55 0.43 0.22 0.14 0.86 0.44 0.29 0.62 n/a n/a 5 (127) 0.80 0.69 0.64 1.00 0.80 0.67 0.61 0.57 0.55 0.50 0.26 0.17 1.00 0.52 0.34 0.65 n/a n/a 5-1/2 (140) 0.83 0 0.65 1.00 0.86 1 0.62 0.57 0.56 0.58 0.30 0.19 1.00 0.60 0.39 0.68 n/a n/a 6 (152) 0.86 2 0.67 1.00 0.91 5 0.63 0.58 0.56 0.66 0.34 0.22 1.00 0.68 0.44 1 0.57 n/a 7 (178) 0.92 6 0.69 1.00 1.00 0.83 0.65 0.59 0.57 0.83 0.43 0.28 1.00 0.86 0.56 7 0.62 n/a 7-1/4 (184) 0.94 7 0 0.85 0.65 0.60 0.57 0.88 0.45 0.29 0.90 0.59 8 0.63 0.54 8 (203) 0.98 0.80 2 0.91 0.67 0.61 0.58 1.00 0.52 0.34 1.00 0.68 0.82 0.66 0.57 9 (229) 1.00 0.83 5 1.00 0.69 0.62 0.59 0.62 0.41 0.81 0.87 0 0.60 10 (254) 1.00 0.87 8 1 0.64 0.60 3 0.47 0.95 0.92 4 0.64 11 (279) 1.00 0.91 0.81 3 0.65 0.61 0.84 0.55 1.00 0.96 7 0.67 12 (305) 0.94 0.83 5 0.66 0.62 0.96 0.62 1.00 0.81 0 14 (356) 1.00 0.89 9 0.69 0.64 1.00 9 0.87 5 16 (406) 0.94 0.84 2 0.66 0.96 0.93 0.81 18 (457) 1.00 0.88 4 0.68 1.00 0.99 0.85 24 (610) 1.00 0.82 4 1.00 0.99 30 (762) 0.91 0.80 1.00 36 (914) 0.99 0.87 > 48 (1219) 1.00 0.99 1 Linear interpolation not permitted 2 Spacing factor reduction in shear,, assumes an influence of a nearby edge. If no edge exists, then =. 3 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 4 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D or CSA A23.3 Annex D. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). In addition, the desired edge distance or spacing may not be permitted with the design concrete thickness. Check with Table 5 of this document to calculate permissable edge distance, spacing and concrete thickness combinations. 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 200 Technical Supplement 04/13 19
Table 12 Load Adjustment Factors for 5/8-in. Diameter HIT-Z and HIT-Z-R Rods in Uncracked 1,4 5/8 in. HIT-Z(-R) Uncracked Shear 2 Factor in 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) 3-1/8 (79) 0.64 0.59 0.57 n/a n/a 0.20 0.55 0.54 0.53 n/a n/a 0.07 n/a n/a 0.13 n/a n/a n/a 3-1/4 (83) 0.64 0.60 0.57 n/a 0.24 0.20 0.55 0.54 0.53 n/a 0.11 0.07 n/a 0.21 0.14 n/a n/a n/a 3-3/4 (95) 0.67 0.61 0.58 0.34 0.25 0.21 0.56 0.54 0.53 0.23 0.13 0.09 0.34 0.27 0.17 n/a n/a n/a 4 (102) 0.68 0.62 0.59 0.36 0.26 0.22 0.57 0.55 0.53 0.25 0.15 0.10 0.36 0.29 0.19 n/a n/a n/a 5 (127) 2 0.65 0.61 0.42 0.29 0.24 0.58 0.56 0.54 0.36 0.21 0.13 0.42 0.38 0.24 n/a n/a n/a 5-1/2 (140) 4 0.66 0.62 0.45 0.31 0.25 0.59 0.56 0.55 0.41 0.24 0.15 0.45 0.40 0.25 0.61 n/a n/a 6 (152) 7 0.68 0.63 0.49 0.33 0.26 0.60 0.57 0.55 0.47 0.27 0.18 0.49 0.42 0.26 0.63 n/a n/a 7 (178) 0.81 1 0.66 0.57 0.36 0.29 0.62 0.58 0.56 0.59 0.34 0.22 0.59 0.47 0.29 0.68 n/a n/a 7-3/8 (187) 0.83 2 0.66 0.60 0.38 0.30 0.62 0.59 0.56 0.64 0.37 0.24 0.64 0.49 0.30 0 0.58 n/a 8 (203) 0.86 4 0.68 0.65 0.40 0.31 0.63 0.59 0.57 2 0.41 0.27 2 0.52 0.31 3 0.61 n/a 9 (229) 0.90 7 0 3 0.45 0.34 0.65 0.60 0.58 0.86 0.50 0.32 0.86 0.58 0.34 8 0.65 n/a 9-1/4 (235) 0.91 7 1 6 0.46 0.35 0.65 0.61 0.58 0.89 0.52 0.34 0.89 0.59 0.35 9 0.65 0.57 10 (254) 0.94 0.80 2 0.82 0.50 0.37 0.67 0.62 0.59 1.00 0.58 0.38 1.00 0.64 0.38 0.82 0.68 0.59 11 (279) 0.99 0.83 4 0.90 0.55 0.39 0.68 0.63 0.60 1.00 0.67 0.43 1.00 0 0.43 0.86 1 0.62 12 (305) 1.00 0.86 7 0.98 0.60 0.43 0 0.64 0.60 1.00 6 0.50 1.00 7 0.50 0.90 5 0.65 14 (356) 1.00 0.91 0.81 1.00 0 0.50 3 0.66 0.62 0.96 0.62 0.96 0.62 0.97 0.81 0 16 (406) 1.00 0.97 0.86 0.80 0.57 7 0.69 0.64 1.00 6 1.00 6 1.00 0.86 5 18 (457) 1.00 1.00 0.90 0.89 0.64 0.80 1 0.66 0.91 0.91 0.91 9 24 (610) 1.00 1.00 1.00 0.86 0.90 8 1 1.00 1.00 1.00 0.91 30 (762) 1.00 1.00 0.85 6 1.00 36 (914) 0.92 0.81 > 48 (1219) 1.00 0.92 Table 13 Load Adjustment Factors for 5/8-in. Diameter HIT-Z and HIT-Z-R Rods in Cracked 1,4 5/8 in. HIT-Z(-R) Cracked Shear 2 Factor in 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 3-3/4 5-5/8 7-1/2 (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) (95) (143) (191) 3-1/8 (79) 0.64 0.59 0.57 0.67 0.56 0.50 0.55 0.54 0.53 0.18 0.10 0.07 0.35 0.20 0.13 n/a n/a n/a 3-1/4 (83) 0.64 0.60 0.57 0.69 0.56 0.51 0.55 0.54 0.53 0.19 0.11 0.07 0.38 0.22 0.14 n/a n/a n/a 3-3/4 (95) 0.67 0.61 0.58 5 0.60 0.53 0.56 0.54 0.53 0.23 0.13 0.09 0.47 0.27 0.17 n/a n/a n/a 4 (102) 0.68 0.62 0.59 8 0.62 0.55 0.57 0.55 0.53 0.26 0.15 0.10 0.51 0.30 0.19 n/a n/a n/a 5 (127) 2 0.65 0.61 0.91 0 0.60 0.58 0.56 0.54 0.36 0.21 0.13 2 0.41 0.27 n/a n/a n/a 5-1/2 (140) 4 0.66 0.62 0.98 4 0.63 0.59 0.56 0.55 0.41 0.24 0.15 0.83 0.48 0.31 0.61 n/a n/a 6 (152) 7 0.68 0.63 1.00 8 0.66 0.60 0.57 0.55 0.47 0.27 0.18 0.94 0.54 0.35 0.64 n/a n/a 7 (178) 0.81 1 0.66 1.00 0.87 2 0.62 0.58 0.56 0.59 0.34 0.22 1.00 0.68 0.44 0.69 n/a n/a 7-3/8 (187) 0.83 2 0.66 1.00 0.90 4 0.62 0.59 0.56 0.64 0.37 0.24 1.00 4 0.48 0 0.59 n/a 8 (203) 0.86 4 0.68 1.00 0.96 8 0.63 0.59 0.57 3 0.42 0.27 1.00 0.84 0.54 3 0.61 n/a 9 (229) 0.90 7 0 1.00 1.00 0.85 0.65 0.60 0.58 0.87 0.50 0.32 1.00 1.00 0.65 8 0.65 n/a 9-1/4 (235) 0.91 7 1 0.86 0.66 0.61 0.58 0.90 0.52 0.34 0.68 9 0.66 0.57 10 (254) 0.94 0.80 2 0.91 0.67 0.62 0.59 1.00 0.58 0.38 6 0.82 0.68 0.59 11 (279) 0.99 0.83 4 0.98 0.69 0.63 0.60 0.67 0.44 0.88 0.86 2 0.62 12 (305) 1.00 0.86 7 1.00 0 0.64 0.60 7 0.50 1.00 0.90 5 0.65 14 (356) 1.00 0.91 0.81 4 0.66 0.62 0.97 0.63 1.00 0.97 0.81 0 16 (406) 0.97 0.86 7 0.69 0.64 1.00 7 1.00 0.86 5 18 (457) 1.00 0.90 0.80 1 0.66 0.92 0.92 9 24 (610) 1.00 0.90 8 1 1.00 1.00 0.92 30 (762) 1.00 0.85 6 1.00 36 (914) 0.92 0.81 > 48 (1219) 1.00 0.92 1 Linear interpolation not permitted 2 Spacing factor reduction in shear,, assumes an influence of a nearby edge. If no edge exists, then =. 3 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 4 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D or CSA A23.3 Annex D. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). In addition, the desired edge distance or spacing may not be permitted with the design concrete thickness. Check with Table 6 of this document to calculate permissable edge distance, spacing and concrete thickness combinations. 20 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 200 Technical Supplement 04/13
Table 14 Load Adjustment Factors for 3/4-in. Diameter HIT-Z and HIT-Z-R Rods in Uncracked 1,4 3/4 in. HIT-Z(-R) Uncracked Shear 2 Factor in 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) 3-3/4 (95) 0.66 0.59 0.57 n/a n/a n/a 0.56 0.54 0.53 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4 (102) 0.67 0.60 0.58 n/a n/a 0.21 0.57 0.54 0.53 n/a n/a 0.08 n/a n/a 0.17 n/a n/a n/a 4-1/8 (105) 0.67 0.60 0.58 n/a n/a 0.21 0.57 0.54 0.53 n/a n/a 0.09 n/a n/a 0.18 n/a n/a n/a 4-1/4 (108) 0.68 0.60 0.58 n/a 0.24 0.21 0.57 0.54 0.53 n/a 0.13 0.09 n/a 0.26 0.19 n/a n/a n/a 5 (127) 1 0.62 0.60 0.39 0.26 0.23 0.58 0.55 0.54 0.35 0.17 0.12 0.39 0.32 0.23 n/a n/a n/a 5-3/4 (146) 4 0.64 0.61 0.44 0.28 0.24 0.59 0.56 0.55 0.43 0.21 0.15 0.44 0.34 0.24 0.61 n/a n/a 6 (152) 5 0.65 0.62 0.45 0.28 0.24 0.60 0.56 0.55 0.45 0.22 0.16 0.45 0.35 0.24 0.63 n/a n/a 7 (178) 9 0.67 0.64 0.53 0.31 0.27 0.61 0.57 0.56 0.57 0.28 0.20 0.57 0.38 0.27 0.68 n/a n/a 8 (203) 0.83 0 0.66 0.60 0.34 0.29 0.63 0.58 0.56 0 0.34 0.24 0 0.42 0.29 2 n/a n/a 8-1/2 (216) 0.85 1 0.67 0.64 0.36 0.30 0.64 0.59 0.57 7 0.37 0.26 7 0.44 0.30 5 0.59 n/a 9 (229) 0.88 2 0.68 0.68 0.37 0.31 0.65 0.59 0.57 0.83 0.40 0.29 0.83 0.45 0.31 7 0.60 n/a 10 (254) 0.92 5 0 5 0.40 0.33 0.66 0.60 0.58 0.98 0.47 0.33 0.98 0.49 0.33 0.81 0.64 n/a 10-1/4 (260) 0.93 5 0 7 0.41 0.34 0.67 0.60 0.58 1.00 0.49 0.35 1.00 0.50 0.35 0.82 0.64 0.57 11 (279) 0.96 7 2 0.83 0.44 0.35 0.68 0.61 0.59 1.00 0.55 0.39 1.00 0.55 0.39 0.85 0.67 0.59 12 (305) 1.00 0.80 4 0.90 0.48 0.38 0 0.62 0.60 1.00 0.62 0.44 1.00 0.62 0.44 0.89 0 0.62 14 (356) 1.00 0.85 7 1.00 0.56 0.43 3 0.64 0.61 1.00 8 0.55 1.00 8 0.55 0.96 5 0.67 16 (406) 1.00 0.90 0.81 1.00 0.64 0.50 6 0.66 0.63 1.00 0.96 0.68 1.00 0.96 0.68 1.00 0.80 2 18 (457) 1.00 0.94 0.85 1.00 2 0.56 0.80 0.68 0.64 1.00 1.00 0.81 1.00 1.00 0.81 0.85 6 24 (610) 1.00 1.00 0.97 1.00 0.97 5 0.89 4 0.69 1.00 1.00 1.00 1.00 0.99 0.88 30 (762) 1.00 1.00 1.00 0.93 0.99 0.80 4 1.00 0.98 36 (914) 1.00 1.00 0.86 9 1.00 > 48 (1219) 0.99 0.89 Table 15 Load Adjustment Factors for 3/4-in. Diameter HIT-Z and HIT-Z-R Rods in Cracked 1,4 3/4 in. HIT-Z(-R) Cracked Shear 2 Factor in 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 4 6-3/4 8-1/2 (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) (102) (171) (216) 3-3/4 (95) 0.66 0.59 0.57 n/a 0.56 0.51 0.56 0.54 0.53 n/a 0.11 0.08 n/a 0.22 0.16 n/a n/a n/a 4 (102) 0.67 0.60 0.58 n/a 0.57 0.52 0.57 0.54 0.53 n/a 0.12 0.09 n/a 0.24 0.17 n/a n/a n/a 4-1/8 (105) 0.67 0.60 0.58 6 0.58 0.53 0.57 0.54 0.53 0.26 0.13 0.09 0.52 0.25 0.18 n/a n/a n/a 4-1/4 (108) 0.68 0.60 0.58 8 0.59 0.53 0.57 0.54 0.53 0.27 0.13 0.09 0.55 0.26 0.19 n/a n/a n/a 5 (127) 1 0.62 0.60 0.87 0.63 0.57 0.58 0.55 0.54 0.35 0.17 0.12 0 0.34 0.24 n/a n/a n/a 5-3/4 (146) 4 0.64 0.61 0.97 0.68 0.61 0.59 0.56 0.55 0.43 0.21 0.15 0.86 0.42 0.29 0.62 n/a n/a 6 (152) 5 0.65 0.62 1.00 0 0.62 0.60 0.56 0.55 0.46 0.22 0.16 0.92 0.44 0.31 0.63 n/a n/a 7 (178) 9 0.67 0.64 1.00 7 0.67 0.62 0.57 0.56 0.58 0.28 0.20 1.00 0.56 0.40 0.68 n/a n/a 8 (203) 0.83 0 0.66 1.00 0.84 2 0.63 0.58 0.56 0 0.34 0.24 1.00 0.68 0.48 3 n/a n/a 8-1/2 (216) 0.85 1 0.67 1.00 0.88 5 0.64 0.59 0.57 7 0.37 0.26 1.00 5 0.53 5 0.59 n/a 9 (229) 0.88 2 0.68 1.00 0.91 8 0.65 0.59 0.57 0.84 0.41 0.29 1.00 0.82 0.58 7 0.61 n/a 10 (254) 0.92 5 0 1.00 0.99 0.83 0.67 0.60 0.58 0.99 0.48 0.34 1.00 0.95 0.68 0.81 0.64 n/a 10-1/4 (260) 0.93 5 0 1.00 1.00 0.85 0.67 0.60 0.58 1.00 0.50 0.35 1.00 0.99 0 0.82 0.65 0.58 11 (279) 0.96 7 2 1.00 0.89 0.68 0.61 0.59 1.00 0.55 0.39 1.00 1.00 8 0.85 0.67 0.60 12 (305) 1.00 0.80 4 1.00 0.95 0 0.62 0.60 1.00 0.63 0.44 1.00 0.89 0.89 0 0.62 14 (356) 1.00 0.85 7 1.00 1.00 3 0.64 0.61 1.00 9 0.56 1.00 1.00 0.96 6 0.67 16 (406) 1.00 0.90 0.81 6 0.66 0.63 0.97 0.68 1.00 0.81 2 18 (457) 1.00 0.94 0.85 0.80 0.68 0.65 1.00 0.82 0.86 6 24 (610) 1.00 1.00 0.97 0.90 4 0.69 1.00 0.99 0.88 30 (762) 1.00 1.00 0.81 4 1.00 0.98 36 (914) 1.00 0.87 9 1.00 >48 (1219) 0.99 0.89 1 Linear interpolation not permitted 2 Spacing factor reduction in shear,, assumes an influence of a nearby edge. If no edge exists, then =. 3 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 4 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D or CSA A23.3 Annex D. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). In addition, the desired edge distance or spacing may not be permitted with the design concrete thickness. Check with Table 7 of this document to calculate permissable edge distance, spacing and concrete thickness combinations. 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 200 Technical Supplement 04/13 21
2.4.12 Hilti HIT-HY 200 Adhesive with Deformed Reinforcing Bars (Rebar) Rebar Installation Conditions Permissible Conditions Uncracked Cracked Dry Water Saturated Permissible Drilling Method Hammer Drilling with Carbide Tipped Drill Bit Hilti TE-CD or TE-YD Hollow Drill Bit US Rebar Installation Specifications Rebar Size Drill Bit Dia. ød in #3 1/2 #4 5/8 #5 3/4 #6 7/8 #7 1 #8 1-1/8 #9 1-3/8 #10 1-1/2 Standard Embed. Depth h ef std Embed. Depth Range h ef 3-3/8 2-3/8 7-1/2 (86) (60 191) 4-1/2 2-3/4 10 (114) (70 254) 5-5/8 3-1/8 12-1/2 (143) (79 318) 6-3/4 3-1/2 15 (171) (89 381) 7-7/8 3-1/2 17-1/2 (200) (89 445) 9 4 20 (229) (102 508) 10-1/8 4-1/2 22-1/2 (257) (114 572) 11-1/4 5 25 (286) (127 635) Minimum Base Material Thickness h min h ef + 1-1/4 (h ef + 30) h ef + 2d 0 Canadian Rebar Installation Specifications Rebar Size Drill Bit Dia. ød in Standard Embed. Depth h ef std mm Embed. Depth Range h ef mm Minimum Base Material Thickness h min mm 10 M 9/16 115 70 226 h ef + 30 15 M 3/4 145 80 320 20 M 1 200 90 390 25 M 1-1/4 230 101 504 h ef + 2d 0 30 M 1-1/2 260 120 598 22 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 200 Technical Supplement 04/13
Table 16 Hilti HIT-HY 200 Adhesive Design Strength (Factored Resistance) with / Bond Failure for US Rebar in Uncracked 1,2,3,4,5,6,7,8 Nominal Rebar Size #3 #4 #5 #6 #7 #8 #9 #10 Effective Embedment Depth in. (mm) f c = 2500 psi (17.2 Mpa) ϕn n or N r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) f c = 2500 psi (17.2 Mpa) Shear ϕv n or V r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) 3-3/8 4,295 4,295 4,295 4,550 9,245 9,245 9,245 9,800 (86) (19.1) (19.1) (19.1) (20.2) (41.1) (41.1) (41.1) (43.6) 4-1/2 5,725 5,725 5,725 6,065 12,330 12,330 12,330 13,070 (114) (25.5) (25.5) (25.5) (27.0) (54.8) (54.8) (54.8) (58.1) 7-1/2 9,540 9,540 9,540 10,110 20,545 20,545 20,545 21,780 (191) (42.4) (42.4) (42.4) (45.0) (91.4) (91.4) (91.4) (96.9) 4-1/2 7,445 7,630 7,630 8,090 16,035 16,435 16,435 17,425 (114) (33.1) (33.9) (33.9) (36.0) (71.3) (73.1) (73.1) (77.5) 6 10,175 10,175 10,175 10,785 21,915 21,915 21,915 23,230 (152) (45.3) (45.3) (45.3) (48.0) (97.5) (97.5) (97.5) (103.3) 10 16,960 16,960 16,960 17,975 36,525 36,525 36,525 38,720 (254) (75.4) (75.4) (75.4) (80.0) (162.5) (162.5) (162.5) (172.2) 5-5/8 10,405 11,400 11,925 12,640 22,415 24,550 25,685 27,225 (143) (46.3) (5) (53.0) (56.2) (99.7) (109.2) (114.3) (121.1) 7-1/2 15,900 15,900 15,900 16,855 34,245 34,245 34,245 36,300 (191) (7) (7) (7) (75.0) (152.3) (152.3) (152.3) (161.5) 12-1/2 26,500 26,500 26,500 28,090 57,075 57,075 57,075 60,500 (318) (117.9) (117.9) (117.9) (124.9) (253.9) (253.9) (253.9) (269.1) 6-3/4 13,680 14,985 17,170 18,200 29,460 32,275 36,985 39,205 (171) (60.9) (66.7) (76.4) (81.0) (131.0) (143.6) (164.5) (174.4) 9 21,060 22,895 22,895 24,270 45,360 49,310 49,310 52,270 (229) (93.7) (101.8) (101.8) (108.0) (201.8) (219.3) (219.3) (232.5) 15 38,160 38,160 38,160 40,445 82,185 82,185 82,185 87,120 (381) (169.7) (169.7) (169.7) (179.9) (365.6) (365.6) (365.6) (387.5) 7-7/8 17,235 18,885 21,805 24,775 37,125 40,670 46,960 53,360 (200) (76.7) (84.0) (97.0) (110.2) (165.1) (180.9) (208.9) (237.4) 10-1/2 26,540 29,070 31,160 33,030 57,160 62,615 67,120 71,145 (267) (118.1) (129.3) (138.6) (146.9) (254.3) (278.5) (298.6) (316.5) 17-1/2 51,935 51,935 51,935 55,055 111,865 111,865 111,865 118,575 (445) (231.0) (231.0) (231.0) (244.9) (497.6) (497.6) (497.6) (527.4) 9 21,060 23,070 26,640 32,360 45,360 49,690 57,375 69,695 (229) (93.7) (102.6) (118.5) (143.9) (201.8) (221.0) (255.2) (310.0) 12 32,425 35,520 40,700 43,145 69,835 76,500 87,665 92,925 (305) (144.2) (158.0) (181.0) (191.9) (310.6) (340.3) (390.0) (413.3) 20 67,835 67,835 67,835 71,905 146,110 146,110 146,110 154,875 (508) (301.7) (301.7) (301.7) (319.8) (649.9) (649.9) (649.9) (688.9) 10-1/8 25,130 27,530 31,785 38,930 54,125 59,290 68,465 83,850 (257) (111.8) (122.5) (141.4) (173.2) (240.8) (263.7) (304.5) (373.0) 13-1/2 38,690 42,380 48,940 54,605 83,330 91,285 105,405 117,610 (343) (172.1) (188.5) (217.7) (242.9) (37) (406.1) (468.9) (523.2) 22-1/2 83,245 85,855 85,855 91,005 179,300 184,920 184,920 196,015 (572) (370.3) (381.9) (381.9) (404.8) (797.6) (822.6) (822.6) (871.9) 11-1/4 29,430 32,240 37,230 45,595 63,395 69,445 80,185 98,205 (286) (130.9) (143.4) (165.6) (202.8) (282.0) (308.9) (356.7) (436.8) 15 45,315 49,640 57,320 67,410 97,600 106,915 123,455 145,195 (381) (201.6) (220.8) (255.0) (299.9) (434.1) (475.6) (549.2) (645.9) 25 97,500 105,995 105,995 112,355 210,000 228,295 228,295 241,995 (635) (433.7) (471.5) (471.5) (499.8) (934.1) (1015.5) (1015.5) (1076.4) 1 See Section 2.4 for explanation on development of load values. 2 See Section 2.4.6 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 19-34 as necessary. Compare to the steel values in table 18. The lesser of the values is to be used for the design. 5 Data is for temperature range A: Max. short term temperature = 104 F (40 C), max. long term temperature = 75 F (24 C). For temperature range B: Max. short term temperature = 176 F (80 C), max. long term temperature = 122 F (50 C) multiply above value by 0.80. 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. 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 saturated concrete multiply design strength (factored resistance) by 0.85. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 2.4.8. 8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ a as follows: For sand-lightweight, λ a = 0.51. For all-lightweight, λ a = 0.45. 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 200 Technical Supplement 04/13 23
Table 17 Hilti HIT-HY 200 Adhesive Design Strength (Factored Resistance) with / Bond Failure for US Rebar in Cracked 1,2,3,4,5,6,7,8,9 Nominal Rebar Size #3 #4 #5 #6 #7 #8 #9 #10 Effective Embedment Depth in. (mm) f c = 2500 psi (17.2 Mpa) ϕn n or N r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) f c = 2500 psi (17.2 Mpa) Shear ϕv n or V r f c = 3000 psi (2 Mpa) f c = 4000 psi (27.6 Mpa) f c = 6000 psi (41.4 Mpa) 3-3/8 2,700 2,700 2,700 2,860 5,810 5,810 5,810 6,160 (86) (12.0) (12.0) (12.0) (12.7) (25.8) (25.8) (25.8) (27.4) 4-1/2 3,600 3,600 3,600 3,815 7,750 7,750 7,750 8,215 (114) (16.0) (16.0) (16.0) (17.0) (34.5) (34.5) (34.5) (36.5) 7-1/2 5,995 5,995 5,995 6,355 12,915 12,915 12,915 13,690 (191) (26.7) (26.7) (26.7) (28.3) (57.4) (57.4) (57.4) (60.9) 4-1/2 4,830 4,830 4,830 5,120 10,400 10,400 10,400 11,025 (114) (21.5) (21.5) (21.5) (22.8) (46.3) (46.3) (46.3) (49.0) 6 6,440 6,440 6,440 6,825 13,870 13,870 13,870 14,700 (152) (28.6) (28.6) (28.6) (30.4) (61.7) (61.7) (61.7) (65.4) 10 10,730 10,730 10,730 11,375 23,115 23,115 23,115 24,500 (254) (47.7) (47.7) (47.7) (50.6) (102.8) (102.8) (102.8) (109.0) 5-5/8 7,370 7,590 7,590 8,045 15,875 16,345 16,345 17,325 (143) (32.8) (33.8) (33.8) (35.8) (70.6) (72.7) (72.7) (77.1) 7-1/2 10,120 10,120 10,120 10,725 21,790 21,790 21,790 23,100 (191) (45.0) (45.0) (45.0) (47.7) (96.9) (96.9) (96.9) (102.8) 12-1/2 16,865 16,865 16,865 17,875 36,320 36,320 36,320 38,500 (318) (75.0) (75.0) (75.0) (79.5) (161.6) (161.6) (161.6) (171.3) 6-3/4 9,690 10,615 10,980 11,635 20,870 22,860 23,645 25,065 (171) (43.1) (47.2) (48.8) (51.8) (92.8) (101.7) (105.2) (111.5) 9 14,640 14,640 14,640 15,515 31,530 31,530 31,530 33,420 (229) (65.1) (65.1) (65.1) (69.0) (140.3) (140.3) (140.3) (148.7) 15 24,395 24,395 24,395 25,860 52,550 52,550 52,550 55,700 (381) (108.5) (108.5) (108.5) (115.0) (233.8) (233.8) (233.8) (247.8) 7-7/8 12,210 12,665 12,665 13,425 26,300 27,275 27,275 28,910 (200) (54.3) (56.3) (56.3) (59.7) (117.0) (121.3) (121.3) (128.6) 10-1/2 16,885 16,885 16,885 17,900 36,370 36,370 36,370 38,550 (267) (75.1) (75.1) (75.1) (79.6) (161.8) (161.8) (161.8) (171.5) 17-1/2 28,140 28,140 28,140 29,830 60,615 60,615 60,615 64,250 (445) (125.2) (125.2) (125.2) (132.7) (269.6) (269.6) (269.6) (285.8) 9 14,920 16,340 16,615 17,610 32,130 35,195 35,785 37,930 (229) (66.4) (72.7) (73.9) (78.3) (142.9) (156.6) (159.2) (168.7) 12 22,150 22,150 22,150 23,480 47,710 47,710 47,710 50,575 (305) (98.5) (98.5) (98.5) (104.4) (212.2) (212.2) (212.2) (225.0) 20 36,920 36,920 36,920 39,135 79,520 79,520 79,520 84,290 (508) (164.2) (164.2) (164.2) (174.1) (353.7) (353.7) (353.7) (374.9) 10-1/8 17,800 19,500 21,120 22,385 38,340 42,000 45,490 48,220 (257) (79.2) (86.7) (93.9) (99.6) (170.5) (186.8) (202.3) (214.5) 13-1/2 27,405 28,160 28,160 29,850 59,025 60,655 60,655 64,290 (343) (121.9) (125.3) (125.3) (132.8) (262.6) (269.8) (269.8) (286.0) 22-1/2 46,935 46,935 46,935 49,750 101,090 101,090 101,090 107,155 (572) (208.8) (208.8) (208.8) (221.3) (449.7) (449.7) (449.7) (476.6) 11-1/4 20,850 22,840 26,130 27,700 44,905 49,190 56,285 59,660 (286) (92.7) (101.6) (116.2) (123.2) (199.7) (218.8) (250.4) (265.4) 15 32,095 34,840 34,840 36,935 69,135 75,045 75,045 79,545 (381) (142.8) (155.0) (155.0) (164.3) (307.5) (333.8) (333.8) (353.8) 25 58,070 58,070 58,070 61,555 125,075 125,075 125,075 132,580 (635) (258.3) (258.3) (258.3) (273.8) (556.4) (556.4) (556.4) (589.7) 1 See Section 2.4 for explanation on development of load values. 2 See Section 2.4.6 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 19-34 as necessary. Compare to the steel values in table 18. The lesser of the values is to be used for the design. 5 Data is for temperature range A: Max. short term temperature = 104 F (40 C), max. long term temperature = 75 F (24 C). For temperature range B: Max. short term temperature = 176 F (80 C), max. long term temperature = 122 F (50 C) multiply above value by 0.80. 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. 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 saturated concrete multiply design strength (factored resistance) by 0.85. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 2.4.8. 8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ a as follows: For sand-lightweight, λ a = 0.51. For all-lightweight, λ a = 0.45. 9 Tabular values are for static loads only. For seismic loads, multiply tabular values by α seis = 0.60. See section 2.4.7 for additional information on seismic applications. 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 200 Technical Supplement 04/13
Table 18 Steel Design Strength (ACI 318 Appendix D Based Design) for US Rebar 3 Nominal Rebar Size #3 #4 #5 #6 #7 #8 #9 #10 Tensile 1 ϕn sa ASTM A 615 Grade 40 5 ASTM A 615 Grade 60 5 ASTM A 706 Grade 60 5 Shear 2 ϕv sa α seis,v 7 Tensile 1 ϕn sa Shear 2 ϕv sa α seis,v 7 Tensile 1 ϕn sa Shear 2 ϕv sa 4,290 2,375 6,435 3,565 6,600 3,430 (19.1) (10.6) (28.6) (15.9) (29.4) (15.3) 7,800 4,320 11,700 6,480 12,000 6,240 (34.7) (19.2) (52.0) (28.8) (53.4) (27.8) 12,090 6,695 18,135 10,045 18,600 9,670 (53.8) (29.8) (8) (44.7) (82.7) (43.0) 17,160 9,505 25,740 14,255 26,400 13,730 (76.3) (42.3) (114.5) (63.4) (117.4) (61.1) 23,400 12,960 35,100 19,440 36,000 18,720 (104.1) (57.6) (156.1) (86.5) (160.1) (83.3) 30,810 17,065 46,215 25,595 47,400 24,650 (137.0) (75.9) (205.6) (113.9) (210.8) (109.6) 39,000 21,600 58,500 32,400 60,000 31,200 (173.5) (96.1) (260.2) (144.1) (266.9) (138.8) 49,530 27,430 74,295 41,150 76,200 39,625 (220.3) (122.0) (330.5) (183.0) (339.0) (176.3) α seis,v 7 1 Tensile = ϕ A se,n f uta as noted in ACI 318 Appendix D 2 Shear = ϕ 0.60 A se,n f uta as noted in ACI 318 Appendix D 3 See Section 2.4.6 to convert design strength (factored resistance) value to ASD value. 4 Reduction factor for seismic shear only. See Section 2.4.7 for additional information on seismic applications. 5 ASTM A706 Grade 60 rebar are considered ductile steel elements. ASTM A 615 Grade 40 and 60 rebar are considered brittle steel elements. 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 200 Technical Supplement 04/13 25
Table 19 Load Adjustment Factors for #3 US Rebar in Uncracked 1,2 #3 Uncracked 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) 1-3/4 (44) n/a n/a n/a 0.31 0.22 0.13 n/a n/a n/a 0.08 0.06 0.04 0.16 0.12 0.07 n/a n/a n/a 1-7/8 (48) 0.59 0.57 0.54 0.32 0.23 0.13 0.53 0.53 0.52 0.09 0.07 0.04 0.18 0.13 0.08 n/a n/a n/a 2 (51) 0.60 0.57 0.54 0.32 0.24 0.14 0.54 0.53 0.52 0.10 0.07 0.04 0.19 0.15 0.09 n/a n/a n/a 3 (76) 0.65 0.61 0.57 0.40 0.29 0.17 0.55 0.54 0.53 0.18 0.13 0.08 0.36 0.27 0.16 n/a n/a n/a 3-5/8 (92) 0.68 0.63 0.58 0.45 0.33 0.19 0.56 0.55 0.54 0.24 0.18 0.11 0.46 0.36 0.21 n/a n/a n/a 4 (102) 0 0.65 0.59 0.48 0.35 0.20 0.57 0.56 0.54 0.28 0.21 0.12 0.49 0.40 0.25 n/a n/a n/a 4-5/8 (117) 3 0.67 0.60 0.54 0.39 0.23 0.58 0.57 0.55 0.34 0.26 0.15 0.54 0.43 0.31 0.57 n/a n/a 5 (127) 5 0.69 0.61 0.58 0.42 0.24 0.59 0.57 0.55 0.38 0.29 0.17 0.58 0.46 0.33 0.59 n/a n/a 5-3/4 (146) 8 1 0.63 0.66 0.48 0.28 0.60 0.58 0.56 0.47 0.36 0.21 0.66 0.50 0.35 0.64 0.58 n/a 6 (152) 0.80 2 0.63 0.69 0.50 0.29 0.61 0.59 0.56 0.51 0.38 0.23 0.69 0.52 0.36 0.65 0.59 n/a 7 (178) 0.85 6 0.66 0.81 0.59 0.34 0.62 0.60 0.57 0.64 0.48 0.29 0.81 0.59 0.39 0 0.64 n/a 8 (203) 0.90 0.80 0.68 0.92 0.67 0.39 0.64 0.62 0.58 8 0.58 0.35 0.92 0.67 0.43 5 0.68 n/a 8-3/4 (222) 0.93 0.82 0.69 1.00 4 0.43 0.65 0.63 0.59 0.89 0.67 0.40 1.00 4 0.45 9 1 0.60 9 (229) 0.94 0.83 0 6 0.44 0.66 0.63 0.59 0.93 0 0.42 6 0.46 0.80 2 0.61 10 (254) 0.99 0.87 2 0.84 0.49 0.68 0.65 0.60 1.00 0.82 0.49 0.84 0.50 0.84 6 0.64 11 (279) 1.00 0.91 4 0.92 0.54 0.69 0.66 0.61 0.94 0.57 0.92 0.54 0.88 0.80 0.68 12 (305) 0.94 7 1.00 0.58 1 0.67 0.62 1.00 0.64 1.00 0.58 0.92 0.84 1 14 (356) 1.00 0.81 0.68 5 0 0.65 0.81 0.68 0.99 0.90 6 16 (406) 0.86 8 8 3 0.67 0.99 8 1.00 0.97 0.81 18 (457) 0.90 0.88 0.82 6 0.69 1.00 0.88 1.00 0.86 24 (610) 1.00 1.00 0.92 0.85 5 1.00 1.00 30 (762) 1.00 0.94 0.81 36 (914) 1.00 0.87 >48 (1219) 1.00 Table 20 Load Adjustment Factors for #3 US Rebar in Cracked 1,2 #3 Cracked 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 3-3/8 4-1/2 7-1/2 (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) (86) (114) (191) 1-3/4 (44) n/a n/a n/a 0.54 0.49 0.43 n/a n/a n/a 0.09 0.07 0.04 0.18 0.14 0.08 n/a n/a n/a 1-7/8 (48) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.10 0.08 0.05 0.20 0.15 0.09 n/a n/a n/a 2 (51) 0.60 0.57 0.54 0.57 0.51 0.44 0.54 0.53 0.52 0.11 0.08 0.05 0.22 0.17 0.10 n/a n/a n/a 3 (76) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.20 0.15 0.09 0.41 0.30 0.18 n/a n/a n/a 3-5/8 (92) 0.68 0.63 0.58 8 0.66 0.53 0.57 0.56 0.54 0.27 0.20 0.12 0.54 0.41 0.24 n/a n/a n/a 4 (102) 0 0.65 0.59 0.84 0 0.55 0.58 0.56 0.55 0.31 0.23 0.14 0.63 0.47 0.28 n/a n/a n/a 4-5/8 (117) 3 0.67 0.60 0.93 6 0.58 0.59 0.57 0.55 0.39 0.29 0.18 8 0.58 0.35 0.60 n/a n/a 5 (127) 5 0.69 0.61 0.99 0.80 0.60 0.60 0.58 0.56 0.44 0.33 0.20 0.87 0.66 0.39 0.62 n/a n/a 5-3/4 (146) 8 1 0.63 1.00 0.88 0.64 0.61 0.59 0.56 0.54 0.40 0.24 1.00 0.81 0.49 0.66 0.60 n/a 6 (152) 0.80 2 0.63 0.91 0.66 0.62 0.60 0.57 0.58 0.43 0.26 0.86 0.52 0.68 0.62 n/a 7 (178) 0.85 6 0.66 1.00 2 0.63 0.61 0.58 2 0.54 0.33 1.00 0.65 3 0.67 n/a 8 (203) 0.90 0.80 0.68 8 0.65 0.63 0.59 0.89 0.66 0.40 8 8 1 n/a 8-3/4 (222) 0.93 0.82 0.69 0.83 0.67 0.64 0.60 1.00 6 0.46 0.83 0.82 4 0.63 9 (229) 0.94 0.83 0 0.85 0.67 0.64 0.60 9 0.48 0.85 0.83 6 0.64 10 (254) 0.99 0.87 2 0.91 0.69 0.66 0.61 0.93 0.56 0.91 0.88 0.80 0.67 11 (279) 1.00 0.91 4 0.98 1 0.67 0.62 1.00 0.64 0.98 0.92 0.84 0 12 (305) 0.94 7 1.00 3 0.69 0.64 3 1.00 0.96 0.87 4 14 (356) 1.00 0.81 7 2 0.66 0.92 1.00 0.94 9 16 (406) 0.86 0.81 5 0.68 1.00 1.00 0.85 18 (457) 0.90 0.85 9 0 0.90 24 (610) 1.00 0.96 0.88 7 1.00 30 (762) 1.00 0.98 0.84 36 (914) 1.00 0.91 >48 (1219) 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 26 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 200 Technical Supplement 04/13
Table 21 Load Adjustment Factors for #4 US Rebar in Uncracked 1,2 #4 Uncracked 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) 1-3/4 (44) n/a n/a n/a 0.27 0.20 0.12 n/a n/a n/a 0.05 0.04 0.02 0.11 0.08 0.05 n/a n/a n/a 2-1/2 (64) 0.59 0.57 0.54 0.31 0.23 0.13 0.53 0.53 0.52 0.09 0.07 0.04 0.18 0.13 0.08 n/a n/a n/a 3 (76) 0.61 0.58 0.55 0.33 0.24 0.14 0.54 0.53 0.52 0.12 0.09 0.05 0.24 0.17 0.10 n/a n/a n/a 4 (102) 0.65 0.61 0.57 0.39 0.29 0.17 0.55 0.54 0.53 0.18 0.13 0.08 0.37 0.27 0.16 n/a n/a n/a 5 (127) 0.69 0.64 0.58 0.45 0.33 0.19 0.57 0.55 0.54 0.26 0.19 0.11 0.46 0.37 0.23 n/a n/a n/a 5-3/4 (146) 1 0.66 0.60 0.50 0.36 0.21 0.58 0.56 0.54 0.32 0.23 0.14 0.50 0.41 0.28 0.56 n/a n/a 6 (152) 2 0.67 0.60 0.51 0.38 0.22 0.58 0.57 0.55 0.34 0.25 0.15 0.52 0.42 0.30 0.57 n/a n/a 7 (178) 6 0.69 0.62 0.59 0.43 0.25 0.59 0.58 0.55 0.42 0.31 0.19 0.59 0.46 0.33 0.61 n/a n/a 7-1/4 (184) 7 0 0.62 0.61 0.45 0.26 0.60 0.58 0.56 0.45 0.33 0.20 0.61 0.47 0.34 0.62 0.56 n/a 8 (203) 0.80 2 0.63 0.67 0.49 0.29 0.61 0.59 0.56 0.52 0.38 0.23 0.67 0.51 0.36 0.66 0.59 n/a 9 (229) 0.83 5 0.65 6 0.55 0.32 0.62 0.60 0.57 0.62 0.45 0.27 6 0.55 0.38 0 0.63 n/a 10 (254) 0.87 8 0.67 0.84 0.62 0.36 0.63 0.61 0.58 2 0.53 0.32 0.84 0.62 0.41 3 0.66 n/a 11-1/4 (286) 0.92 0.81 0.69 0.95 0.69 0.41 0.65 0.62 0.59 0.86 0.63 0.38 0.95 0.69 0.44 8 0 0.59 12 (305) 0.94 0.83 0 1.00 4 0.43 0.66 0.63 0.59 0.95 0 0.42 1.00 4 0.46 0.80 2 0.61 14 (356) 1.00 0.89 3 0.86 0.50 0.69 0.65 0.61 1.00 0.88 0.53 0.86 0.51 0.87 8 0.66 16 (406) 0.94 7 0.99 0.58 2 0.67 0.62 1.00 0.64 0.99 0.58 0.93 0.84 1 18 (457) 1.00 0.80 1.00 0.65 4 0 0.64 7 1.00 0.65 0.98 0.89 5 20 (508) 0.83 2 7 2 0.66 0.90 2 1.00 0.93 9 22 (559) 0.87 9 0.80 4 0.67 1.00 9 0.98 0.83 24 (610) 0.90 0.87 0.82 6 0.69 0.87 1.00 0.86 30 (762) 1.00 1.00 0.90 0.83 3 1.00 0.97 36 (914) 0.98 0.89 8 1.00 >48 (1219) 1.00 1.00 0.87 Table 22 Load Adjustment Factors for #4 US Rebar in Cracked 1,2 #4 Cracked 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 4-1/2 6 10 (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) (114) (152) (254) 1-3/4 (44) n/a n/a n/a 0.49 0.45 0.41 n/a n/a n/a 0.06 0.04 0.03 0.12 0.09 0.05 n/a n/a n/a 2-1/2 (64) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.10 0.07 0.04 0.20 0.15 0.09 n/a n/a n/a 3 (76) 0.61 0.58 0.55 0.60 0.53 0.46 0.54 0.54 0.53 0.13 0.10 0.06 0.26 0.20 0.12 n/a n/a n/a 4 (102) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.20 0.15 0.09 0.40 0.30 0.18 n/a n/a n/a 5 (127) 0.69 0.64 0.58 0.80 0.67 0.53 0.57 0.56 0.54 0.28 0.21 0.13 0.56 0.42 0.25 n/a n/a n/a 5-3/4 (146) 1 0.66 0.60 0.88 3 0.56 0.58 0.57 0.55 0.35 0.26 0.16 0 0.52 0.31 0.57 n/a n/a 6 (152) 2 0.67 0.60 0.91 5 0.57 0.59 0.57 0.55 0.37 0.28 0.17 4 0.56 0.33 0.59 n/a n/a 7 (178) 6 0.69 0.62 1.00 0.83 0.62 0.60 0.58 0.56 0.47 0.35 0.21 0.94 0 0.42 0.63 n/a n/a 7-1/4 (184) 7 0 0.62 0.85 0.63 0.60 0.59 0.56 0.49 0.37 0.22 0.99 4 0.44 0.64 0.59 n/a 8 (203) 0.80 2 0.63 0.91 0.66 0.61 0.59 0.57 0.57 0.43 0.26 1.00 0.86 0.51 0.68 0.62 n/a 9 (229) 0.83 5 0.65 1.00 0 0.63 0.61 0.58 0.68 0.51 0.31 1.00 0.61 2 0.65 n/a 10 (254) 0.87 8 0.67 5 0.64 0.62 0.58 0.80 0.60 0.36 2 6 0.69 n/a 11-1/4 (286) 0.92 0.81 0.69 0.81 0.66 0.63 0.59 0.95 1 0.43 0.81 0.80 3 0.62 12 (305) 0.94 0.83 0 0.85 0.67 0.64 0.60 1.00 9 0.47 0.85 0.83 5 0.64 14 (356) 1.00 0.89 3 0.95 0 0.67 0.62 0.99 0.60 0.95 0.90 0.81 0.69 16 (406) 0.94 7 1.00 3 0.69 0.63 1.00 3 1.00 0.96 0.87 3 18 (457) 1.00 0.80 6 1 0.65 0.87 1.00 0.92 8 20 (508) 0.83 9 4 0.67 1.00 0.97 0.82 22 (559) 0.87 0.82 6 0.69 1.00 0.86 24 (610) 0.90 0.84 8 0 0.90 30 (762) 1.00 0.93 0.86 5 1.00 36 (914) 1.00 0.93 0.80 >48 (1219) 1.00 0.90 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 27
Table 23 Load Adjustment Factors for #5 US Rebar in Uncracked 1,2 #5 Uncracked 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) 1-3/4 (44) n/a n/a n/a 0.25 0.18 0.11 n/a n/a n/a 0.04 0.03 0.02 0.08 0.06 0.03 n/a n/a n/a 3-1/8 (79) 0.59 0.57 0.54 0.31 0.22 0.13 0.54 0.53 0.52 0.10 0.07 0.04 0.20 0.13 0.08 n/a n/a n/a 4 (102) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.53 0.52 0.15 0.10 0.06 0.29 0.19 0.12 n/a n/a n/a 4-5/8 (117) 0.64 0.60 0.56 0.37 0.27 0.16 0.55 0.54 0.53 0.18 0.12 0.07 0.36 0.24 0.14 n/a n/a n/a 5 (127) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.54 0.53 0.21 0.13 0.08 0.39 0.27 0.16 n/a n/a n/a 6 (152) 0.68 0.63 0.58 0.43 0.32 0.19 0.57 0.55 0.54 0.27 0.18 0.11 0.44 0.35 0.21 n/a n/a n/a 7 (178) 1 0.66 0.59 0.48 0.36 0.21 0.58 0.56 0.54 0.34 0.22 0.13 0.49 0.40 0.27 n/a n/a n/a 7-1/8 (181) 1 0.66 0.60 0.49 0.36 0.21 0.58 0.56 0.54 0.35 0.23 0.14 0.50 0.40 0.27 0.57 n/a n/a 8 (203) 4 0.68 0.61 0.54 0.39 0.23 0.59 0.57 0.55 0.41 0.27 0.16 0.54 0.43 0.32 0.61 n/a n/a 9 (229) 7 0 0.62 0.60 0.44 0.26 0.60 0.58 0.56 0.50 0.32 0.19 0.60 0.47 0.34 0.65 0.56 n/a 10 (254) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.56 0.58 0.38 0.23 0.67 0.51 0.36 0.68 0.59 n/a 11 (279) 0.83 4 0.65 4 0.54 0.32 0.63 0.60 0.57 0.67 0.44 0.26 4 0.54 0.38 1 0.62 n/a 12 (305) 0.86 7 0.66 0.80 0.59 0.35 0.64 0.60 0.57 6 0.50 0.30 0.80 0.59 0.40 5 0.65 n/a 14 (356) 0.91 0.81 0.69 0.94 0.69 0.40 0.66 0.62 0.59 0.96 0.63 0.38 0.94 0.69 0.44 0.81 0 0.59 16 (406) 0.97 0.86 1 1.00 9 0.46 0.69 0.64 0.60 1.00 7 0.46 1.00 9 0.48 0.86 5 0.63 18 (457) 1.00 0.90 4 0.89 0.52 1 0.66 0.61 0.92 0.55 0.89 0.52 0.91 9 0.67 20 (508) 0.94 7 0.98 0.58 3 0.67 0.62 1.00 0.64 0.98 0.58 0.96 0.84 1 22 (559) 0.99 9 1.00 0.63 5 0.69 0.64 4 1.00 0.63 1.00 0.88 4 24 (610) 1.00 0.82 0.69 8 1 0.65 0.85 0.69 0.92 7 26 (660) 0.85 5 0.80 3 0.66 0.95 5 0.95 0.80 28 (711) 0.87 0.81 0.82 4 0.67 1.00 0.81 0.99 0.83 30 (762) 0.90 0.86 0.85 6 0.69 0.86 1.00 0.86 36 (914) 0.98 1.00 0.92 0.81 2 1.00 0.95 >48 (1219) 1.00 1.00 0.92 0.80 1.00 Table 24 Load Adjustment Factors for #5 US Rebar in Cracked 1,2 #5 Cracked 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 5-5/8 7-1/2 12-1/2 (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) (143) (191) (318) 1-3/4 (44) n/a n/a n/a 0.46 0.43 0.40 n/a n/a n/a 0.04 0.03 0.02 0.09 0.06 0.04 n/a n/a n/a 3-1/8 (79) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.10 0.07 0.04 0.20 0.15 0.09 n/a n/a n/a 4 (102) 0.62 0.59 0.55 0.62 0.55 0.46 0.55 0.54 0.53 0.15 0.11 0.06 0.30 0.22 0.13 n/a n/a n/a 4-5/8 (117) 0.64 0.60 0.56 0.67 0.58 0.48 0.55 0.54 0.53 0.18 0.13 0.08 0.37 0.27 0.16 n/a n/a n/a 5 (127) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.21 0.15 0.09 0.41 0.30 0.18 n/a n/a n/a 6 (152) 0.68 0.63 0.58 8 0.66 0.53 0.57 0.56 0.54 0.27 0.20 0.12 0.54 0.40 0.24 n/a n/a n/a 7 (178) 1 0.66 0.59 0.87 2 0.56 0.58 0.57 0.55 0.34 0.25 0.15 0.68 0.50 0.30 n/a n/a n/a 7-1/8 (181) 1 0.66 0.60 0.88 3 0.56 0.58 0.57 0.55 0.35 0.26 0.15 0 0.51 0.31 0.58 n/a n/a 8 (203) 4 0.68 0.61 0.96 8 0.59 0.59 0.58 0.55 0.42 0.30 0.18 0.84 0.61 0.37 0.61 n/a n/a 9 (229) 7 0 0.62 1.00 0.85 0.62 0.60 0.58 0.56 0.50 0.36 0.22 1.00 3 0.44 0.65 0.58 n/a 10 (254) 0.80 2 0.63 0.91 0.66 0.62 0.59 0.57 0.58 0.43 0.26 0.85 0.51 0.68 0.61 n/a 11 (279) 0.83 4 0.65 0.98 0.69 0.63 0.60 0.57 0.67 0.49 0.29 0.98 0.59 2 0.64 n/a 12 (305) 0.86 7 0.66 1.00 3 0.64 0.61 0.58 7 0.56 0.34 1.00 0.67 5 0.67 n/a 14 (356) 0.91 0.81 0.69 0.81 0.66 0.63 0.59 0.97 1 0.42 0.81 0.81 3 0.61 16 (406) 0.97 0.86 1 0.89 0.69 0.65 0.61 1.00 0.86 0.52 0.89 0.86 8 0.66 18 (457) 1.00 0.90 4 0.97 1 0.67 0.62 1.00 0.62 0.97 0.92 0.82 0 20 (508) 0.94 7 1.00 3 0.69 0.63 2 1.00 0.97 0.87 3 22 (559) 0.99 9 6 1 0.65 0.83 1.00 0.91 7 24 (610) 1.00 0.82 8 3 0.66 0.95 0.95 0.80 26 (660) 0.85 0.80 5 0.67 1.00 0.99 0.84 28 (711) 0.87 0.83 6 0.69 1.00 0.87 30 (762) 0.90 0.85 8 0 0.90 36 (914) 0.98 0.92 0.84 4 0.98 >48 (1219) 1.00 1.00 0.95 0.82 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 28 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 200 Technical Supplement 04/13
Table 25 Load Adjustment Factors for #6 US Rebar in Uncracked 1,2 #6 Uncracked 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) 1-3/4 (44) n/a n/a n/a 0.24 0.18 0.10 n/a n/a n/a 0.03 0.02 0.01 0.07 0.05 0.02 n/a n/a n/a 3-3/4 (95) 0.59 0.57 0.54 0.30 0.22 0.13 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.14 0.08 n/a n/a n/a 4 (102) 0.60 0.57 0.54 0.31 0.23 0.14 0.54 0.53 0.52 0.12 0.08 0.04 0.24 0.16 0.09 n/a n/a n/a 5 (127) 0.62 0.59 0.56 0.35 0.26 0.15 0.55 0.54 0.53 0.17 0.11 0.06 0.33 0.22 0.12 n/a n/a n/a 5-1/4 (133) 0.63 0.60 0.56 0.36 0.26 0.15 0.55 0.54 0.53 0.18 0.12 0.06 0.36 0.23 0.13 n/a n/a n/a 6 (152) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.55 0.53 0.22 0.14 0.08 0.39 0.29 0.16 n/a n/a n/a 7 (178) 0.67 0.63 0.58 0.43 0.31 0.18 0.57 0.55 0.54 0.28 0.18 0.10 0.43 0.36 0.20 n/a n/a n/a 8 (203) 0 0.65 0.59 0.47 0.34 0.20 0.58 0.56 0.54 0.34 0.22 0.12 0.47 0.39 0.24 n/a n/a n/a 8-1/2 (216) 1 0.66 0.59 0.49 0.36 0.21 0.59 0.56 0.54 0.37 0.24 0.13 0.49 0.40 0.27 0.59 n/a n/a 9 (229) 2 0.67 0.60 0.51 0.37 0.22 0.59 0.57 0.55 0.40 0.26 0.14 0.51 0.41 0.29 0.60 n/a n/a 10 (254) 5 0.69 0.61 0.56 0.41 0.24 0.60 0.58 0.55 0.47 0.31 0.17 0.56 0.44 0.32 0.64 n/a n/a 10-3/4 (273) 7 0 0.62 0.60 0.44 0.26 0.61 0.58 0.55 0.53 0.34 0.19 0.60 0.47 0.34 0.66 0.57 n/a 12 (305) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.56 0.62 0.40 0.22 0.67 0.50 0.36 0 0.60 n/a 14 (356) 0.85 6 0.66 8 0.57 0.34 0.64 0.61 0.57 8 0.51 0.28 8 0.57 0.39 5 0.65 n/a 16 (406) 0.90 0.80 0.68 0.89 0.65 0.38 0.66 0.62 0.58 0.96 0.62 0.34 0.89 0.65 0.42 0.80 0 n/a 16-3/4 (425) 0.91 0.81 0.69 0.93 0.69 0.40 0.67 0.63 0.59 1.00 0.67 0.37 0.93 0.69 0.43 0.82 1 0.59 18 (457) 0.94 0.83 0 1.00 4 0.43 0.68 0.64 0.59 4 0.41 1.00 4 0.46 0.85 4 0.61 20 (508) 0.99 0.87 2 0.82 0.48 0 0.65 0.60 0.87 0.48 0.82 0.49 0.90 8 0.64 22 (559) 1.00 0.91 4 0.90 0.53 2 0.67 0.61 1.00 0.55 0.90 0.53 0.94 0.82 0.67 24 (610) 0.94 7 0.98 0.58 4 0.68 0.62 0.63 0.98 0.58 0.99 0.85 0 26 (660) 0.98 9 1.00 0.62 6 0 0.63 1 1.00 0.62 1.00 0.89 3 28 (711) 1.00 0.81 0.67 8 1 0.64 0.80 0.67 0.92 6 30 (762) 0.83 2 0.80 3 0.65 0.88 2 0.95 8 36 (914) 0.90 0.86 0.86 7 0.68 1.00 0.86 1.00 0.86 >48 (1219) 1.00 1.00 0.99 0.86 5 1.00 0.99 Table 26 Load Adjustment Factors for #6 US Rebar in Cracked 1,2 #6 Cracked 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 6-3/4 9 15 (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) (171) (229) (381) 1-3/4 (44) n/a n/a n/a 0.44 0.42 0.39 n/a n/a n/a 0.03 0.02 0.01 0.07 0.05 0.03 n/a n/a n/a 3-3/4 (95) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.15 0.09 n/a n/a n/a 4 (102) 0.60 0.57 0.54 0.57 0.51 0.44 0.54 0.53 0.52 0.12 0.08 0.05 0.24 0.16 0.10 n/a n/a n/a 5 (127) 0.62 0.59 0.56 0.63 0.56 0.47 0.55 0.54 0.53 0.17 0.11 0.07 0.34 0.22 0.13 n/a n/a n/a 5-1/4 (133) 0.63 0.60 0.56 0.65 0.57 0.47 0.55 0.54 0.53 0.18 0.12 0.07 0.36 0.24 0.14 n/a n/a n/a 6 (152) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.22 0.15 0.09 0.44 0.29 0.18 n/a n/a n/a 7 (178) 0.67 0.63 0.58 7 0.65 0.52 0.57 0.55 0.54 0.28 0.19 0.11 0.56 0.37 0.22 n/a n/a n/a 8 (203) 0 0.65 0.59 0.84 0 0.55 0.58 0.56 0.54 0.34 0.23 0.14 0.68 0.45 0.27 n/a n/a n/a 8-1/2 (216) 1 0.66 0.59 0.88 2 0.56 0.59 0.57 0.55 0.37 0.25 0.15 5 0.50 0.30 0.59 n/a n/a 9 (229) 2 0.67 0.60 0.91 5 0.57 0.59 0.57 0.55 0.41 0.27 0.16 0.82 0.54 0.32 0.61 n/a n/a 10 (254) 5 0.69 0.61 0.99 0.80 0.60 0.60 0.58 0.55 0.48 0.32 0.19 0.95 0.63 0.38 0.64 n/a n/a 10-3/4 (273) 7 0 0.62 1.00 0.84 0.62 0.61 0.58 0.56 0.53 0.35 0.21 1.00 0 0.42 0.66 0.58 n/a 12 (305) 0.80 2 0.63 0.91 0.66 0.62 0.59 0.57 0.63 0.42 0.25 0.83 0.50 0 0.61 n/a 14 (356) 0.85 6 0.66 1.00 2 0.64 0.61 0.58 9 0.52 0.31 1.00 0.63 6 0.66 n/a 16 (406) 0.90 0.80 0.68 8 0.66 0.62 0.59 0.97 0.64 0.38 7 0.81 0 n/a 16-3/4 (425) 0.91 0.81 0.69 0.81 0.67 0.63 0.59 1.00 0.68 0.41 0.81 0.83 2 0.61 18 (457) 0.94 0.83 0 0.85 0.68 0.64 0.60 6 0.46 0.85 0.86 5 0.63 20 (508) 0.99 0.87 2 0.91 0 0.65 0.61 0.89 0.54 0.91 0.90 9 0.66 22 (559) 1.00 0.91 4 0.98 2 0.67 0.62 1.00 0.62 0.98 0.95 0.82 0 24 (610) 0.94 7 1.00 4 0.69 0.63 0 1.00 0.99 0.86 3 26 (660) 0.98 9 6 0 0.64 9 1.00 0.90 6 28 (711) 1.00 0.81 9 2 0.65 0.89 0.93 8 30 (762) 0.83 0.81 3 0.66 0.99 0.96 0.81 36 (914) 0.90 0.87 8 0 1.00 1.00 0.89 >48 (1219) 1.00 0.99 0.87 6 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 29
Table 27 Load Adjustment Factors for #7 US Rebar in Uncracked 1,2 #7 Uncracked 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) 1-3/4 (44) n/a n/a n/a 0.23 0.17 0.10 n/a n/a n/a 0.03 0.02 0.01 0.05 0.04 0.02 n/a n/a n/a 4-3/8 (111) 0.59 0.57 0.54 0.30 0.22 0.13 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.14 0.07 n/a n/a n/a 5 (127) 0.61 0.58 0.55 0.32 0.24 0.14 0.54 0.53 0.52 0.13 0.09 0.04 0.27 0.17 0.09 n/a n/a n/a 5-1/2 (140) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.54 0.52 0.15 0.10 0.05 0.31 0.20 0.10 n/a n/a n/a 6 (152) 0.63 0.60 0.56 0.35 0.26 0.15 0.55 0.54 0.52 0.17 0.11 0.06 0.35 0.23 0.12 n/a n/a n/a 7 (178) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.55 0.53 0.22 0.14 0.07 0.39 0.29 0.15 n/a n/a n/a 8 (203) 0.67 0.63 0.58 0.42 0.31 0.18 0.57 0.55 0.53 0.27 0.17 0.09 0.43 0.35 0.18 n/a n/a n/a 9 (229) 0.69 0.64 0.59 0.45 0.33 0.20 0.58 0.56 0.54 0.32 0.21 0.11 0.46 0.38 0.21 n/a n/a n/a 9-7/8 (251) 1 0.66 0.59 0.49 0.36 0.21 0.59 0.56 0.54 0.37 0.24 0.12 0.49 0.40 0.24 0.59 n/a n/a 10 (254) 1 0.66 0.60 0.49 0.36 0.21 0.59 0.57 0.54 0.38 0.24 0.12 0.50 0.40 0.25 0.59 n/a n/a 11 (279) 3 0.67 0.60 0.53 0.39 0.23 0.60 0.57 0.55 0.43 0.28 0.14 0.53 0.43 0.29 0.62 n/a n/a 12 (305) 5 0.69 0.61 0.57 0.42 0.25 0.60 0.58 0.55 0.49 0.32 0.16 0.57 0.45 0.33 0.65 n/a n/a 12-1/2 (318) 6 0 0.62 0.60 0.44 0.26 0.61 0.58 0.55 0.52 0.34 0.17 0.60 0.46 0.34 0.66 0.57 n/a 14 (356) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.56 0.62 0.40 0.21 0.67 0.50 0.36 0 0.60 n/a 16 (406) 0.84 5 0.65 6 0.56 0.33 0.64 0.60 0.57 6 0.49 0.25 6 0.56 0.38 5 0.65 n/a 18 (457) 0.88 9 0.67 0.86 0.63 0.37 0.66 0.62 0.57 0.91 0.59 0.30 0.86 0.63 0.41 9 0.68 n/a 19-1/2 (495) 0.91 0.81 0.69 0.93 0.68 0.40 0.67 0.63 0.58 1.00 0.66 0.34 0.93 0.68 0.43 0.82 1 0.57 20 (508) 0.92 0.82 0.69 0.95 0 0.41 0.67 0.63 0.58 0.69 0.35 0.95 0 0.44 0.83 2 0.58 22 (559) 0.97 0.85 1 1.00 7 0.45 0.69 0.64 0.59 0.80 0.41 1.00 7 0.47 0.87 6 0.60 24 (610) 1.00 0.88 3 0.84 0.49 1 0.66 0.60 0.91 0.46 0.84 0.50 0.91 9 0.63 26 (660) 0.91 5 0.91 0.53 3 0.67 0.61 1.00 0.52 0.91 0.54 0.95 0.82 0.66 28 (711) 0.94 7 0.98 0.58 4 0.68 0.62 0.58 0.98 0.58 0.99 0.85 0.68 30 (762) 0.98 9 1.00 0.62 6 0 0.62 0.65 1.00 0.62 1.00 0.88 1 36 (914) 1.00 0.84 4 0.81 3 0.65 0.85 4 0.97 7 >48 (1219) 0.96 0.99 0.92 0.81 0 1.00 0.99 1.00 0.89 Table 28 Load Adjustment Factors for #7 US Rebar in Cracked 1,2 #7 Cracked 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 7-7/8 10-1/2 17-1/2 (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) (200) (267) (445) 1-3/4 (44) n/a n/a n/a 0.43 0.41 0.38 n/a n/a n/a 0.03 0.02 0.01 0.06 0.04 0.02 n/a n/a n/a 4-3/8 (111) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.11 0.08 0.05 0.22 0.16 0.10 n/a n/a n/a 5 (127) 0.61 0.58 0.55 0.59 0.52 0.45 0.54 0.54 0.53 0.13 0.10 0.06 0.27 0.19 0.12 n/a n/a n/a 5-1/2 (140) 0.62 0.59 0.55 0.62 0.54 0.46 0.55 0.54 0.53 0.15 0.11 0.07 0.31 0.22 0.13 n/a n/a n/a 6 (152) 0.63 0.60 0.56 0.64 0.56 0.47 0.55 0.54 0.53 0.18 0.13 0.08 0.35 0.25 0.15 n/a n/a n/a 7 (178) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.54 0.22 0.16 0.10 0.44 0.32 0.19 n/a n/a n/a 8 (203) 0.67 0.63 0.58 6 0.64 0.52 0.57 0.56 0.54 0.27 0.20 0.12 0.54 0.39 0.24 n/a n/a n/a 9 (229) 0.69 0.64 0.59 0.82 0.68 0.54 0.58 0.56 0.55 0.32 0.23 0.14 0.65 0.47 0.28 n/a n/a n/a 9-7/8 (251) 1 0.66 0.59 0.87 2 0.56 0.59 0.57 0.55 0.37 0.27 0.16 4 0.54 0.32 0.59 n/a n/a 10 (254) 1 0.66 0.60 0.88 3 0.56 0.59 0.57 0.55 0.38 0.27 0.16 6 0.55 0.33 0.59 n/a n/a 11 (279) 3 0.67 0.60 0.95 7 0.59 0.60 0.58 0.56 0.44 0.32 0.19 0.87 0.63 0.38 0.62 n/a n/a 12 (305) 5 0.69 0.61 1.00 0.82 0.61 0.60 0.58 0.56 0.50 0.36 0.22 1.00 2 0.43 0.65 n/a n/a 12-1/2 (318) 6 0 0.62 0.84 0.62 0.61 0.59 0.56 0.53 0.38 0.23 1.00 7 0.46 0.66 0.59 n/a 14 (356) 0.80 2 0.63 0.91 0.66 0.62 0.60 0.57 0.63 0.45 0.27 0.91 0.54 0 0.63 n/a 16 (406) 0.84 5 0.65 1.00 1 0.64 0.61 0.58 7 0.55 0.33 1.00 0.67 5 0.67 n/a 18 (457) 0.88 9 0.67 6 0.66 0.63 0.59 0.91 0.66 0.40 6 9 1 n/a 19-1/2 (495) 0.91 0.81 0.69 0.80 0.67 0.64 0.60 1.00 5 0.45 0.80 0.82 4 0.62 20 (508) 0.92 0.82 0.69 0.82 0.67 0.64 0.60 7 0.46 0.82 0.84 5 0.63 22 (559) 0.97 0.85 1 0.87 0.69 0.65 0.61 0.89 0.54 0.87 0.88 9 0.66 24 (610) 1.00 0.88 3 0.93 1 0.67 0.62 1.00 0.61 0.93 0.92 0.82 0.69 26 (660) 0.91 5 0.99 3 0.68 0.63 0.69 0.99 0.95 0.86 2 28 (711) 0.94 7 1.00 4 0 0.64 7 1.00 0.99 0.89 5 30 (762) 0.98 9 6 1 0.65 0.85 1.00 0.92 7 36 (914) 1.00 0.84 0.81 5 0.68 1.00 1.00 0.85 >48 (1219) 0.96 0.92 0.84 4 0.98 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 30 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 200 Technical Supplement 04/13
Table 29 Load Adjustment Factors for #8 US Rebar in Uncracked 1,2 #8 Uncracked 9 12 20 9 12 20 9 12 20 9 12 20 9 12 20 9 12 20 (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) 1-3/4 (44) n/a n/a n/a 0.23 0.17 0.10 n/a n/a n/a 0.02 0.01 0.01 0.05 0.03 0.01 n/a n/a n/a 5 (127) 0.59 0.57 0.54 0.30 0.22 0.13 0.54 0.53 0.52 0.11 0.07 0.03 0.22 0.14 0.07 n/a n/a n/a 6 (152) 0.61 0.58 0.55 0.33 0.24 0.14 0.55 0.53 0.52 0.14 0.09 0.04 0.29 0.19 0.09 n/a n/a n/a 6-1/4 (159) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.54 0.52 0.15 0.10 0.05 0.30 0.20 0.09 n/a n/a n/a 7 (178) 0.63 0.60 0.56 0.36 0.26 0.15 0.55 0.54 0.52 0.18 0.12 0.06 0.36 0.23 0.11 n/a n/a n/a 8 (203) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.55 0.53 0.22 0.14 0.07 0.39 0.29 0.14 n/a n/a n/a 9 (229) 0.67 0.63 0.58 0.41 0.30 0.18 0.57 0.55 0.53 0.26 0.17 0.08 0.42 0.34 0.16 n/a n/a n/a 10 (254) 0.69 0.64 0.58 0.44 0.33 0.19 0.58 0.56 0.53 0.31 0.20 0.10 0.45 0.37 0.19 n/a n/a n/a 11 (279) 0 0.65 0.59 0.48 0.35 0.21 0.58 0.56 0.54 0.35 0.23 0.11 0.48 0.39 0.22 n/a n/a n/a 11-1/4 (286) 1 0.66 0.59 0.48 0.36 0.21 0.59 0.56 0.54 0.37 0.24 0.11 0.49 0.40 0.23 0.58 n/a n/a 12 (305) 2 0.67 0.60 0.51 0.37 0.22 0.59 0.57 0.54 0.40 0.26 0.13 0.51 0.41 0.25 0.60 n/a n/a 13 (330) 4 0.68 0.61 0.54 0.40 0.23 0.60 0.57 0.55 0.46 0.30 0.14 0.55 0.44 0.28 0.63 n/a n/a 14 (356) 6 0.69 0.62 0.58 0.43 0.25 0.61 0.58 0.55 0.51 0.33 0.16 0.58 0.46 0.32 0.65 n/a n/a 14-1/4 (362) 6 0 0.62 0.59 0.44 0.26 0.61 0.58 0.55 0.52 0.34 0.16 0.59 0.46 0.32 0.66 0.57 n/a 16 (406) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.56 0.62 0.40 0.19 0.67 0.50 0.36 0 0.60 n/a 18 (457) 0.83 5 0.65 5 0.55 0.32 0.64 0.60 0.56 4 0.48 0.23 5 0.55 0.38 4 0.64 n/a 20 (508) 0.87 8 0.67 0.83 0.61 0.36 0.65 0.61 0.57 0.87 0.56 0.27 0.83 0.61 0.40 8 0.67 n/a 22 (559) 0.91 0.81 0.68 0.92 0.67 0.40 0.67 0.63 0.58 1.00 0.65 0.31 0.92 0.67 0.43 0.82 1 n/a 22-1/4 (565) 0.91 0.81 0.69 0.93 0.68 0.40 0.67 0.63 0.58 0.66 0.32 0.93 0.68 0.43 0.82 1 0.56 24 (610) 0.94 0.83 0 1.00 4 0.43 0.68 0.64 0.58 4 0.35 1.00 4 0.46 0.85 4 0.58 26 (660) 0.98 0.86 2 1.00 0.80 0.47 0 0.65 0.59 0.84 0.40 1.00 0.80 0.48 0.89 7 0.60 28 (711) 1.00 0.89 3 0.86 0.50 1 0.66 0.60 0.94 0.45 0.86 0.51 0.92 0.80 0.62 30 (762) 0.92 5 0.92 0.54 3 0.67 0.60 1.00 0.50 0.92 0.54 0.95 0.83 0.65 36 (914) 1.00 0.80 1.00 0.65 7 0 0.63 0.65 1.00 0.65 1.00 0.91 1 >48 (1219) 0.90 0.86 0.86 7 0.67 1.00 0.86 1.00 0.82 Table 30 Load Adjustment Factors for #8 US Rebar in Cracked 1,2 #8 Cracked 9 12 20 9 12 20 9 12 20 9 12 20 9 12 20 9 12 20 (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) (229) (305) (508) 1-3/4 (44) n/a n/a n/a 0.42 0.40 0.38 n/a n/a n/a 0.02 0.02 0.01 0.05 0.03 0.02 n/a n/a n/a 5 (127) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.15 0.09 n/a n/a n/a 6 (152) 0.61 0.58 0.55 0.60 0.53 0.46 0.55 0.54 0.53 0.14 0.10 0.06 0.29 0.19 0.12 n/a n/a n/a 6-1/4 (159) 0.62 0.59 0.55 0.61 0.54 0.46 0.55 0.54 0.53 0.15 0.10 0.06 0.31 0.21 0.12 n/a n/a n/a 7 (178) 0.63 0.60 0.56 0.65 0.57 0.47 0.55 0.54 0.53 0.18 0.12 0.07 0.36 0.24 0.15 n/a n/a n/a 8 (203) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.22 0.15 0.09 0.44 0.30 0.18 n/a n/a n/a 9 (229) 0.67 0.63 0.58 5 0.64 0.51 0.57 0.55 0.54 0.26 0.18 0.11 0.53 0.36 0.21 n/a n/a n/a 10 (254) 0.69 0.64 0.58 0.80 0.67 0.53 0.58 0.56 0.54 0.31 0.21 0.13 0.62 0.42 0.25 n/a n/a n/a 11 (279) 0 0.65 0.59 0.86 1 0.55 0.58 0.56 0.55 0.36 0.24 0.14 2 0.48 0.29 n/a n/a n/a 11-1/4 (286) 1 0.66 0.59 0.87 2 0.56 0.59 0.57 0.55 0.37 0.25 0.15 4 0.50 0.30 0.59 n/a n/a 12 (305) 2 0.67 0.60 0.91 5 0.57 0.59 0.57 0.55 0.41 0.27 0.16 0.82 0.55 0.33 0.61 n/a n/a 13 (330) 4 0.68 0.61 0.97 9 0.59 0.60 0.58 0.55 0.46 0.31 0.19 0.92 0.62 0.37 0.63 n/a n/a 14 (356) 6 0.69 0.62 1.00 0.83 0.62 0.61 0.58 0.56 0.51 0.35 0.21 1.00 0.69 0.42 0.65 n/a n/a 14-1/4 (362) 6 0 0.62 0.84 0.62 0.61 0.58 0.56 0.53 0.36 0.21 1 0.43 0.66 0.58 n/a 16 (406) 0.80 2 0.63 0.91 0.66 0.62 0.59 0.57 0.63 0.42 0.25 0.85 0.51 0 0.61 n/a 18 (457) 0.83 5 0.65 1.00 0 0.64 0.61 0.58 5 0.50 0.30 1.00 0.61 4 0.65 n/a 20 (508) 0.87 8 0.67 5 0.65 0.62 0.58 0.88 0.59 0.35 1 8 0.69 n/a 22 (559) 0.91 0.81 0.68 0.80 0.67 0.63 0.59 1.00 0.68 0.41 0.80 0.82 2 n/a 22-1/4 (565) 0.91 0.81 0.69 0.80 0.67 0.63 0.59 0.69 0.42 0.80 0.82 2 0.61 24 (610) 0.94 0.83 0 0.85 0.68 0.64 0.60 8 0.47 0.85 0.86 5 0.63 26 (660) 0.98 0.86 2 0.90 0 0.65 0.61 0.88 0.53 0.90 0.89 8 0.66 28 (711) 1.00 0.89 3 0.95 1 0.66 0.62 0.98 0.59 0.95 0.92 0.81 0.68 30 (762) 0.92 5 1.00 3 0.68 0.63 1.00 0.65 1.00 0.96 0.84 1 36 (914) 1.00 0.80 7 1 0.65 0.86 1.00 0.92 8 >48 (1219) 0.90 0.87 8 0 1.00 1.00 0.90 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 31
Table 31 Load Adjustment Factors for #9 US Rebar in Uncracked 1,2 #9 Uncracked 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) 1-3/4 (44) n/a n/a n/a 0.22 0.16 0.10 n/a n/a n/a 0.02 0.01 0.01 0.04 0.02 0.01 n/a n/a n/a 5-5/8 (143) 0.59 0.57 0.54 0.31 0.22 0.13 0.54 0.53 0.52 0.11 0.07 0.03 0.22 0.14 0.07 n/a n/a n/a 6 (152) 0.60 0.57 0.54 0.31 0.23 0.14 0.54 0.53 0.52 0.12 0.08 0.04 0.24 0.16 0.07 n/a n/a n/a 7 (178) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.54 0.52 0.15 0.10 0.05 0.30 0.20 0.09 n/a n/a n/a 7-1/4 (184) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.54 0.52 0.16 0.10 0.05 0.32 0.21 0.10 n/a n/a n/a 8 (203) 0.63 0.60 0.56 0.36 0.27 0.16 0.55 0.54 0.52 0.18 0.12 0.06 0.37 0.24 0.11 n/a n/a n/a 9 (229) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.55 0.53 0.22 0.14 0.07 0.40 0.29 0.13 n/a n/a n/a 10 (254) 0.66 0.62 0.57 0.41 0.30 0.18 0.57 0.55 0.53 0.26 0.17 0.08 0.42 0.33 0.16 n/a n/a n/a 11 (279) 0.68 0.64 0.58 0.44 0.32 0.19 0.57 0.56 0.53 0.30 0.19 0.09 0.45 0.37 0.18 n/a n/a n/a 12 (305) 0 0.65 0.59 0.47 0.34 0.20 0.58 0.56 0.54 0.34 0.22 0.10 0.47 0.39 0.20 n/a n/a n/a 12-7/8 (327) 1 0.66 0.60 0.49 0.36 0.21 0.59 0.57 0.54 0.38 0.24 0.11 0.50 0.40 0.23 0.59 n/a n/a 13 (330) 1 0.66 0.60 0.50 0.36 0.21 0.59 0.57 0.54 0.38 0.25 0.12 0.50 0.41 0.23 0.59 n/a n/a 14 (356) 3 0.67 0.60 0.53 0.39 0.23 0.59 0.57 0.54 0.43 0.28 0.13 0.53 0.43 0.26 0.61 n/a n/a 16 (406) 6 0 0.62 0.60 0.44 0.26 0.61 0.58 0.55 0.52 0.34 0.16 0.60 0.46 0.31 0.66 n/a n/a 16-1/4 (413) 7 0 0.62 0.61 0.44 0.26 0.61 0.58 0.55 0.53 0.35 0.16 0.61 0.47 0.32 0.66 0.57 n/a 18 (457) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.55 0.62 0.40 0.19 0.67 0.51 0.36 0 0.60 n/a 20 (508) 0.83 5 0.65 5 0.55 0.32 0.63 0.60 0.56 3 0.47 0.22 5 0.55 0.38 3 0.64 n/a 22 (559) 0.86 7 0.66 0.82 0.60 0.35 0.65 0.61 0.57 0.84 0.55 0.25 0.82 0.60 0.40 7 0.67 n/a 24 (610) 0.90 0.80 0.68 0.89 0.66 0.38 0.66 0.62 0.57 0.96 0.62 0.29 0.89 0.66 0.42 0.80 0 n/a 25-1/4 (641) 0.92 0.81 0.69 0.94 0.69 0.40 0.67 0.63 0.58 1.00 0.67 0.31 0.94 0.69 0.44 0.83 1 0.55 26 (660) 0.93 0.82 0.69 0.97 1 0.42 0.68 0.63 0.58 0 0.33 0.97 1 0.45 0.84 3 0.56 28 (711) 0.96 0.85 1 1.00 7 0.45 0.69 0.64 0.59 8 0.36 1.00 7 0.47 0.87 5 0.58 30 (762) 0.99 0.87 2 0.82 0.48 0 0.65 0.59 0.87 0.40 0.82 0.49 0.90 8 0.60 36 (914) 1.00 0.94 7 0.99 0.58 4 0.68 0.61 1.00 0.53 0.99 0.58 0.99 0.85 0.66 >48 (1219) 1.00 0.86 1.00 7 0.82 4 0.65 0.82 1.00 7 1.00 0.99 6 Table 32 Load Adjustment Factors for #9 US Rebar in Cracked 1,2 #9 Cracked 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 10-1/8 13-1/2 22-1/2 (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) (257) (343) (572) 1-3/4 (44) n/a n/a n/a 0.41 0.39 0.38 n/a n/a n/a 0.02 0.01 0.01 0.04 0.02 0.01 n/a n/a n/a 5-5/8 (143) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.14 0.08 n/a n/a n/a 6 (152) 0.60 0.57 0.54 0.57 0.51 0.44 0.54 0.53 0.52 0.12 0.08 0.05 0.24 0.16 0.09 n/a n/a n/a 7 (178) 0.62 0.59 0.55 0.61 0.54 0.46 0.55 0.54 0.52 0.15 0.10 0.06 0.30 0.20 0.12 n/a n/a n/a 7-1/4 (184) 0.62 0.59 0.55 0.62 0.55 0.46 0.55 0.54 0.53 0.16 0.10 0.06 0.32 0.21 0.12 n/a n/a n/a 8 (203) 0.63 0.60 0.56 0.65 0.57 0.48 0.55 0.54 0.53 0.19 0.12 0.07 0.37 0.24 0.14 n/a n/a n/a 9 (229) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.22 0.14 0.08 0.44 0.29 0.17 n/a n/a n/a 10 (254) 0.66 0.62 0.57 4 0.63 0.51 0.57 0.55 0.54 0.26 0.17 0.10 0.52 0.34 0.20 n/a n/a n/a 11 (279) 0.68 0.64 0.58 9 0.67 0.53 0.57 0.56 0.54 0.30 0.19 0.11 0.60 0.39 0.23 n/a n/a n/a 12 (305) 0 0.65 0.59 0.84 0 0.55 0.58 0.56 0.54 0.34 0.22 0.13 0.68 0.44 0.26 n/a n/a n/a 12-7/8 (327) 1 0.66 0.60 0.88 3 0.56 0.59 0.57 0.55 0.38 0.25 0.14 6 0.49 0.29 0.59 n/a n/a 13 (330) 1 0.66 0.60 0.89 3 0.56 0.59 0.57 0.55 0.39 0.25 0.15 7 0.50 0.29 0.59 n/a n/a 14 (356) 3 0.67 0.60 0.94 7 0.58 0.60 0.57 0.55 0.43 0.28 0.16 0.86 0.56 0.33 0.62 n/a n/a 16 (406) 6 0 0.62 1.00 0.84 0.62 0.61 0.58 0.56 0.53 0.34 0.20 1.00 0.68 0.40 0.66 n/a n/a 16-1/4 (413) 7 0 0.62 0.85 0.63 0.61 0.58 0.56 0.54 0.35 0.20 0 0.41 0.66 0.58 n/a 18 (457) 0.80 2 0.63 0.91 0.66 0.62 0.59 0.56 0.63 0.41 0.24 0.82 0.48 0 0.61 n/a 20 (508) 0.83 5 0.65 0.99 0 0.64 0.60 0.57 3 0.48 0.28 0.95 0.56 4 0.64 n/a 22 (559) 0.86 7 0.66 1.00 4 0.65 0.61 0.58 0.85 0.55 0.32 1.00 0.64 7 0.67 n/a 24 (610) 0.90 0.80 0.68 8 0.66 0.62 0.59 0.97 0.63 0.37 3 0.81 0 n/a 25-1/4 (641) 0.92 0.81 0.69 0.81 0.67 0.63 0.59 1.00 0.68 0.40 9 0.83 2 0.60 26 (660) 0.93 0.82 0.69 0.82 0.68 0.63 0.59 1 0.41 0.82 0.84 3 0.61 28 (711) 0.96 0.85 1 0.87 0.69 0.64 0.60 9 0.46 0.87 0.87 6 0.63 30 (762) 0.99 0.87 2 0.91 0 0.65 0.61 0.88 0.51 0.91 0.90 8 0.65 36 (914) 1.00 0.94 7 1.00 4 0.68 0.63 1.00 0.67 1.00 0.99 0.86 2 >48 (1219) 1.00 0.86 0.83 4 0.67 1.00 1.00 0.99 0.83 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 32 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 200 Technical Supplement 04/13
Table 33 Load Adjustment Factors for #10 US Rebar in Uncracked 1,2 #10 Uncracked 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) 1-3/4 (44) n/a n/a n/a 0.22 0.16 0.09 n/a n/a n/a 0.02 0.01 0.00 0.03 0.02 0.01 n/a n/a n/a 6-1/4 (159) 0.59 0.57 0.54 0.31 0.22 0.13 0.54 0.53 0.52 0.11 0.07 0.03 0.22 0.14 0.07 n/a n/a n/a 7 (178) 0.60 0.58 0.55 0.32 0.24 0.14 0.54 0.53 0.52 0.13 0.08 0.04 0.26 0.17 0.08 n/a n/a n/a 8 (203) 0.62 0.59 0.55 0.34 0.25 0.15 0.55 0.54 0.52 0.16 0.10 0.05 0.31 0.20 0.10 n/a n/a n/a 9 (229) 0.63 0.60 0.56 0.36 0.27 0.16 0.55 0.54 0.52 0.19 0.12 0.06 0.37 0.24 0.11 n/a n/a n/a 10 (254) 0.65 0.61 0.57 0.39 0.28 0.17 0.56 0.55 0.53 0.22 0.14 0.07 0.39 0.29 0.13 n/a n/a n/a 11 (279) 0.66 0.62 0.57 0.41 0.30 0.18 0.57 0.55 0.53 0.25 0.16 0.08 0.42 0.33 0.15 n/a n/a n/a 12 (305) 0.68 0.63 0.58 0.43 0.32 0.19 0.57 0.55 0.53 0.29 0.19 0.09 0.44 0.36 0.17 n/a n/a n/a 13 (330) 0.69 0.64 0.59 0.46 0.34 0.20 0.58 0.56 0.54 0.33 0.21 0.10 0.47 0.38 0.20 n/a n/a n/a 14 (356) 1 0.66 0.59 0.48 0.36 0.21 0.59 0.56 0.54 0.36 0.24 0.11 0.49 0.40 0.22 n/a n/a n/a 14-1/4 (362) 1 0.66 0.60 0.49 0.36 0.21 0.59 0.56 0.54 0.37 0.24 0.11 0.50 0.40 0.23 0.59 n/a n/a 15 (381) 2 0.67 0.60 0.51 0.37 0.22 0.59 0.57 0.54 0.40 0.26 0.12 0.52 0.42 0.24 0.60 n/a n/a 16 (406) 4 0.68 0.61 0.54 0.39 0.23 0.60 0.57 0.54 0.45 0.29 0.13 0.54 0.43 0.27 0.62 n/a n/a 17 (432) 5 0.69 0.61 0.57 0.42 0.24 0.60 0.58 0.55 0.49 0.32 0.15 0.57 0.45 0.29 0.64 n/a n/a 18 (457) 7 0 0.62 0.60 0.44 0.26 0.61 0.58 0.55 0.53 0.35 0.16 0.60 0.47 0.32 0.66 0.57 n/a 20 (508) 0.80 2 0.63 0.67 0.49 0.29 0.62 0.59 0.55 0.62 0.40 0.19 0.67 0.51 0.36 0 0.60 n/a 22 (559) 0.83 4 0.65 4 0.54 0.32 0.63 0.60 0.56 2 0.47 0.22 4 0.54 0.38 3 0.63 n/a 24 (610) 0.86 7 0.66 0.80 0.59 0.35 0.65 0.61 0.57 0.82 0.53 0.25 0.80 0.59 0.40 6 0.66 n/a 26 (660) 0.89 9 0.67 0.87 0.64 0.37 0.66 0.62 0.57 0.92 0.60 0.28 0.87 0.64 0.42 9 0.69 n/a 28 (711) 0.91 0.81 0.69 0.94 0.69 0.40 0.67 0.63 0.58 1.00 0.67 0.31 0.94 0.69 0.44 0.82 1 0.55 30 (762) 0.94 0.83 0 1.00 4 0.43 0.68 0.64 0.58 1.00 4 0.35 1.00 4 0.46 0.85 4 0.57 36 (914) 1.00 0.90 4 1.00 0.89 0.52 2 0.66 0.60 1.00 0.98 0.45 1.00 0.89 0.52 0.94 0.81 0.63 >48 (1219) 1.00 1.00 0.82 1.00 1.00 0.69 9 2 0.63 1.00 1.00 0 1.00 1.00 0.69 1.00 0.94 2 Table 34 Load Adjustment Factors for #10 US Rebar in Cracked 1,2 #10 Cracked 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 11-1/4 15 25 (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) (286) (381) (635) 1-3/4 (44) n/a n/a n/a 0.40 0.39 0.37 n/a n/a n/a 0.02 0.01 0.01 0.03 0.02 0.01 n/a n/a n/a 6-1/4 (159) 0.59 0.57 0.54 0.56 0.50 0.44 0.54 0.53 0.52 0.11 0.07 0.04 0.22 0.14 0.08 n/a n/a n/a 7 (178) 0.60 0.58 0.55 0.58 0.52 0.45 0.54 0.53 0.52 0.13 0.08 0.05 0.26 0.17 0.09 n/a n/a n/a 8 (203) 0.62 0.59 0.55 0.62 0.55 0.46 0.55 0.54 0.52 0.16 0.10 0.06 0.32 0.21 0.11 n/a n/a n/a 9 (229) 0.63 0.60 0.56 0.66 0.57 0.48 0.55 0.54 0.53 0.19 0.12 0.07 0.38 0.25 0.14 n/a n/a n/a 10 (254) 0.65 0.61 0.57 0 0.60 0.49 0.56 0.55 0.53 0.22 0.14 0.08 0.44 0.29 0.16 n/a n/a n/a 11 (279) 0.66 0.62 0.57 4 0.63 0.51 0.57 0.55 0.53 0.26 0.17 0.09 0.51 0.33 0.18 n/a n/a n/a 12 (305) 0.68 0.63 0.58 8 0.66 0.53 0.57 0.55 0.54 0.29 0.19 0.10 0.58 0.38 0.21 n/a n/a n/a 13 (330) 0.69 0.64 0.59 0.82 0.69 0.54 0.58 0.56 0.54 0.33 0.21 0.12 0.66 0.43 0.24 n/a n/a n/a 14 (356) 1 0.66 0.59 0.87 2 0.56 0.59 0.56 0.54 0.37 0.24 0.13 3 0.48 0.26 n/a n/a n/a 14-1/4 (362) 1 0.66 0.60 0.88 3 0.56 0.59 0.57 0.54 0.38 0.25 0.14 5 0.49 0.27 0.59 n/a n/a 15 (381) 2 0.67 0.60 0.91 5 0.57 0.59 0.57 0.55 0.41 0.26 0.15 0.82 0.53 0.29 0.61 n/a n/a 16 (406) 4 0.68 0.61 0.96 8 0.59 0.60 0.57 0.55 0.45 0.29 0.16 0.90 0.58 0.32 0.63 n/a n/a 17 (432) 5 0.69 0.61 1.00 0.81 0.61 0.60 0.58 0.55 0.49 0.32 0.18 0.98 0.64 0.35 0.64 n/a n/a 18 (457) 7 0 0.62 1.00 0.85 0.62 0.61 0.58 0.56 0.54 0.35 0.19 1.00 0 0.38 0.66 0.57 n/a 20 (508) 0.80 2 0.63 1.00 0.91 0.66 0.62 0.59 0.56 0.63 0.41 0.23 1.00 0.82 0.45 0 0.61 n/a 22 (559) 0.83 4 0.65 1.00 0.98 0.69 0.63 0.60 0.57 2 0.47 0.26 1.00 0.94 0.52 3 0.63 n/a 24 (610) 0.86 7 0.66 1.00 1.00 3 0.65 0.61 0.57 0.82 0.54 0.30 1.00 1.00 0.59 7 0.66 n/a 26 (660) 0.89 9 0.67 1.00 1.00 7 0.66 0.62 0.58 0.93 0.60 0.33 1.00 1.00 0.67 0.80 0.69 n/a 28 (711) 0.91 0.81 0.69 1.00 1.00 0.81 0.67 0.63 0.59 1.00 0.68 0.37 1.00 1.00 5 0.83 2 0.59 30 (762) 0.94 0.83 0 1.00 1.00 0.85 0.68 0.64 0.59 1.00 5 0.41 1.00 1.00 0.83 0.86 4 0.61 36 (914) 1.00 0.90 4 1.00 1.00 0.97 2 0.66 0.61 1.00 0.98 0.54 1.00 1.00 0.97 0.94 0.81 0.67 >48 (1219) 1.00 1.00 0.82 1.00 1.00 1.00 9 2 0.65 1.00 1.00 0.84 1.00 1.00 1.00 1.00 0.94 7 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 33
Table 35 Hilti HIT-HY 200 Adhesive Factored Resistance with / Bond Failure for Canadian Rebar in Uncracked 1,2,3,4,5,6,7,8 Nominal Rebar Size 10 M 15 M 20 M 25 M 30 M Effective Embedment Depth mm f c = 20 MPa (kn) f c = 25 MPa (kn) N r f c = 30 MPa (kn) f c = 35 MPa (kn) f c = 40 MPa (kn) f c = 20 MPa (kn) f c = 25 MPa (kn) Shear V r f c = 30 MPa (kn) f c = 35 MPa (kn) f c = 40 MPa (kn) 115 30.5 30.5 30.5 32.3 32.3 65.7 65.7 65.7 69.7 69.7 180 47.8 47.8 47.8 50.6 50.6 102.9 102.9 102.9 109.1 109.1 226 60.0 60.0 60.0 63.6 63.6 129.2 129.2 129.2 136.9 136.9 145 50.8 54.5 54.5 57.8 57.8 109.3 117.3 117.3 124.4 124.4 250 93.9 93.9 93.9 99.6 99.6 202.3 202.3 202.3 214.5 214.5 320 120.2 120.2 120.2 127.4 127.4 259.0 259.0 259.0 274.5 274.5 200 82.2 91.6 91.6 97.1 97.1 177.1 197.3 197.3 209.1 209.1 355 162.6 162.6 162.6 172.3 172.3 350.1 350.1 350.1 371.1 371.1 390 178.6 178.6 178.6 189.3 189.3 384.7 384.7 384.7 407.7 407.7 230 101.4 113.4 124.2 134.1 143.4 218.4 244.2 267.5 288.9 308.9 405 236.9 239.7 239.7 254.1 254.1 510.3 516.2 516.2 547.2 547.2 504 298.3 298.3 298.3 316.2 316.2 642.4 642.4 642.4 680.9 680.9 260 121.9 136.3 149.3 161.2 172.3 262.5 293.5 321.5 347.2 371.2 455 282.1 315.4 319.5 338.6 338.6 607.7 679.4 688.1 729.4 729.4 598 419.9 419.9 419.9 445.1 445.1 904.4 904.4 904.4 958.6 958.6 Table 36 Hilti HIT-HY 200 Adhesive Factored Resistance with / Bond Failure for Canadian Rebar in Cracked 1,2,3,4,5,6,7,8,9 Nominal Rebar Size 10 M 15 M 20 M 25 M 30 M Effective Embedment Depth mm f c = 20 MPa (kn) f c = 25 MPa (kn) N r f c = 30 MPa (kn) f c = 35 MPa (kn) f c = 40 MPa (kn) f c = 20 MPa (kn) f c = 25 MPa (kn) Shear V r f c = 30 MPa (kn) f c = 35 MPa (kn) f c = 40 MPa (kn) 115 19.1 19.1 19.1 20.3 20.3 41.2 41.2 41.2 43.6 43.6 180 29.9 29.9 29.9 31.7 31.7 64.4 64.4 64.4 68.3 68.3 226 37.5 37.5 37.5 39.8 39.8 80.9 80.9 80.9 85.7 85.7 145 34.6 34.6 34.6 36.7 36.7 74.5 74.5 74.5 79.0 79.0 250 59.6 59.6 59.6 63.2 63.2 128.4 128.4 128.4 136.1 136.1 320 76.3 76.3 76.3 80.9 80.9 164.4 164.4 164.4 174.3 174.3 200 58.1 58.1 58.1 61.6 61.6 125.2 125.2 125.2 132.7 132.7 355 103.2 103.2 103.2 109.4 109.4 222.3 222.3 222.3 235.6 235.6 390 113.4 113.4 113.4 120.2 120.2 244.2 244.2 244.2 258.8 258.8 230 72.0 73.4 73.4 77.8 77.8 155.1 158.1 158.1 167.5 167.5 405 129.2 129.2 129.2 137.0 137.0 278.3 278.3 278.3 295.0 295.0 504 160.8 160.8 160.8 170.4 170.4 346.3 346.3 346.3 367.1 367.1 260 86.5 96.7 100.0 106.0 106.0 186.4 208.4 215.4 228.3 228.3 455 175.0 175.0 175.0 185.5 185.5 377.0 377.0 377.0 399.6 399.6 598 230.0 230.0 230.0 243.8 243.8 495.4 495.4 495.4 525.2 525.2 1 See Section 2.4 for explanation on development of load values. 2 See Section 2.4.6 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 38-47 as necessary. Compare to the steel values in table 37. The lesser of the values is to be used for the design. 5 Data is for temperature range A: Max. short term temperature = 104 F (40 C), max. long term temperature = 75 F (24 C). For temperature range B: Max. short term temperature = 176 F (80 C), max. long term temperature = 122 F (50 C) multiply above value by 0.80. 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. 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 saturated concrete multiply design strength (factored resistance) by 0.85. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 2.4.8. 8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ a as follows: For sand-lightweight, λ a = 0.51. For all-lightweight, λ a = 0.45. 9 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by α seis = 0.60. See section 2.4.7 for additional information on seismic applications. Table 37 Steel Factored Resistance (CSA A23.3 Annex D Based Design) for Canadian Rebar 3 Nominal Rebar Size CSA-G30.18 Grade 400 5 Tensile 1 Shear 2 4 α N sr V seis,v sr 10 M 32.1 17.9 15 M 64.6 35.9 20 M 96.1 53.6 25 M 16 89.2 30 M 226.1 125.7 1 Tensile = A se ϕ s f ut R as noted in CSA A23.3 Annex D 2 Shear = A se ϕ s 0.60 f ut R as noted in CSA A23.3 Annex D 3 See Section 2.4.6 to convert factored resistance value to ASD value. 4 Reduction factor for seismic shear only. See Section 2.4.7 for additional information on seismic applications. 5 CSA-G30.18 Grade 400 rebar are considered brittle steel elements. 34 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 200 Technical Supplement 04/13
Table 38 Load Adjustment Factors for 10 M Canadian Rebar in Uncracked 1,2 10 M Uncracked mm 115 180 226 115 180 226 115 180 226 115 180 226 115 180 226 115 180 226 45 n/a n/a n/a 0.25 0.15 0.12 n/a n/a n/a 0.06 0.04 0.03 0.12 0.08 0.06 n/a n/a n/a 50 0.57 0.55 0.54 0.26 0.16 0.13 0.53 0.52 0.52 0.07 0.04 0.04 0.14 0.09 0.07 n/a n/a n/a 75 0.61 0.57 0.56 0.31 0.19 0.15 0.54 0.53 0.53 0.13 0.08 0.07 0.26 0.16 0.13 n/a n/a n/a 100 0.64 0.59 0.57 0.37 0.23 0.18 0.56 0.54 0.54 0.20 0.13 0.10 0.39 0.25 0.20 n/a n/a n/a 125 0.68 0.62 0.59 0.43 0.27 0.21 0.57 0.55 0.55 0.28 0.18 0.14 0.45 0.34 0.28 n/a n/a n/a 150 2 0.64 0.61 0.50 0.31 0.24 0.58 0.56 0.55 0.36 0.23 0.18 0.51 0.37 0.33 0.58 n/a n/a 175 5 0.66 0.63 0.58 0.36 0.28 0.60 0.57 0.56 0.46 0.29 0.23 0.58 0.41 0.36 0.63 n/a n/a 200 9 0.69 0.65 0.66 0.41 0.32 0.61 0.58 0.57 0.56 0.36 0.28 0.66 0.45 0.38 0.67 n/a n/a 225 0.83 1 0.67 5 0.46 0.36 0.63 0.59 0.58 0.67 0.43 0.34 5 0.48 0.41 1 0.61 n/a 250 0.86 3 0.68 0.83 0.51 0.41 0.64 0.60 0.59 8 0.50 0.40 0.83 0.52 0.44 5 0.65 n/a 275 0.90 5 0 0.91 0.57 0.45 0.66 0.62 0.60 0.90 0.58 0.46 0.91 0.57 0.47 9 0.68 0.63 300 0.93 8 2 0.99 0.62 0.49 0.67 0.63 0.61 1.00 0.66 0.52 0.99 0.62 0.50 0.82 1 0.66 325 0.97 0.80 4 1.00 0.67 0.53 0.68 0.64 0.62 4 0.59 1.00 0.67 0.53 0.86 4 0.68 350 1.00 0.82 6 2 0.57 0 0.65 0.63 0.83 0.66 2 0.57 0.89 7 1 375 0.85 8 7 0.61 1 0.66 0.64 0.92 3 7 0.61 0.92 9 4 400 0.87 9 0.82 0.65 3 0.67 0.64 1.00 0.80 0.82 0.65 0.95 0.82 6 450 0.92 0.83 0.93 3 5 0.69 0.66 0.96 0.93 3 1.00 0.87 0.81 500 0.96 0.87 1.00 0.81 8 1 0.68 1.00 1.00 0.81 0.92 0.85 550 1.00 0.91 0.89 0.81 3 0 0.89 0.96 0.89 600 0.94 0.97 0.84 5 2 0.97 1.00 0.93 700 1.00 1.00 0.90 9 5 1.00 1.00 800 0.95 0.84 9 1000 1.00 0.92 0.86 >1200 1.00 0.93 Table 39 Load Adjustment Factors for 10 M Canadian Rebar in Cracked 1,2 10 M Cracked mm 115 180 226 115 180 226 115 180 226 115 180 226 115 180 226 115 180 226 45 n/a n/a n/a 0.49 0.44 0.42 n/a n/a n/a 0.07 0.04 0.03 0.14 0.09 0.07 n/a n/a n/a 50 0.57 0.55 0.54 0.51 0.45 0.43 0.53 0.52 0.52 0.08 0.05 0.04 0.16 0.10 0.08 n/a n/a n/a 75 0.61 0.57 0.56 0.60 0.50 0.47 0.55 0.53 0.53 0.15 0.09 0.07 0.29 0.19 0.15 n/a n/a n/a 100 0.64 0.59 0.57 0.69 0.56 0.51 0.56 0.55 0.54 0.23 0.14 0.11 0.45 0.29 0.23 n/a n/a n/a 125 0.68 0.62 0.59 9 0.61 0.55 0.58 0.56 0.55 0.31 0.20 0.16 0.63 0.40 0.32 n/a n/a n/a 150 2 0.64 0.61 0.90 0.67 0.60 0.59 0.57 0.56 0.41 0.26 0.21 0.83 0.53 0.42 0.61 n/a n/a 175 5 0.66 0.63 1.00 4 0.65 0.61 0.58 0.57 0.52 0.33 0.27 1.00 0.67 0.53 0.66 n/a n/a 200 9 0.69 0.65 0.80 0 0.62 0.59 0.58 0.64 0.41 0.32 0.80 0.65 0 n/a n/a 225 0.83 1 0.67 0.87 5 0.64 0.60 0.59 6 0.49 0.39 0.87 5 5 0.64 n/a 250 0.86 3 0.68 0.94 0.80 0.65 0.61 0.60 0.89 0.57 0.45 0.94 0.80 9 0.68 n/a 275 0.90 5 0 1.00 0.85 0.67 0.63 0.61 1.00 0.66 0.52 1.00 0.85 0.82 1 0.66 300 0.93 8 2 0.91 0.69 0.64 0.62 5 0.60 0.91 0.86 4 0.69 325 0.97 0.80 4 0.97 0 0.65 0.63 0.84 0.67 0.97 0.90 7 2 350 1.00 0.82 6 1.00 2 0.66 0.64 0.94 5 1.00 0.93 0.80 4 375 0.85 8 3 0.67 0.65 1.00 0.83 0.96 0.83 7 400 0.87 9 5 0.68 0.66 0.92 0.99 0.86 9 450 0.92 0.83 8 1 0.68 1.00 1.00 0.91 0.84 500 0.96 0.87 0.81 3 0 0.96 0.89 550 1.00 0.91 0.84 5 2 1.00 0.93 600 0.94 0.87 7 4 0.97 700 1.00 0.93 0.82 8 1.00 800 0.99 0.87 0.81 1000 1.00 0.96 0.89 >1200 1.00 0.97 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 35
Table 40 Load Adjustment Factors for 15 M Canadian Rebar in Uncracked 1,2 15 M Uncracked mm 145 250 320 145 250 320 145 250 320 145 250 320 145 250 320 145 250 320 45 n/a n/a n/a 0.24 0.14 0.11 n/a n/a n/a 0.04 0.02 0.02 0.08 0.05 0.04 n/a n/a n/a 75 0.59 0.55 0.54 0.29 0.16 0.13 0.53 0.52 0.52 0.09 0.05 0.04 0.18 0.10 0.08 n/a n/a n/a 100 0.61 0.57 0.55 0.33 0.19 0.15 0.55 0.53 0.53 0.14 0.08 0.06 0.28 0.15 0.12 n/a n/a n/a 125 0.64 0.58 0.57 0.37 0.21 0.16 0.56 0.54 0.53 0.20 0.11 0.08 0.38 0.21 0.17 n/a n/a n/a 150 0.67 0.60 0.58 0.42 0.24 0.18 0.57 0.54 0.54 0.26 0.14 0.11 0.43 0.28 0.22 n/a n/a n/a 175 0 0.62 0.59 0.47 0.26 0.20 0.58 0.55 0.54 0.33 0.18 0.14 0.48 0.34 0.28 0.56 n/a n/a 200 3 0.63 0.60 0.52 0.29 0.23 0.59 0.56 0.55 0.40 0.22 0.17 0.52 0.36 0.32 0.60 n/a n/a 225 6 0.65 0.62 0.58 0.33 0.25 0.60 0.57 0.56 0.47 0.26 0.20 0.58 0.38 0.33 0.64 n/a n/a 250 9 0.67 0.63 0.64 0.36 0.28 0.61 0.57 0.56 0.56 0.30 0.24 0.64 0.41 0.35 0.67 n/a n/a 275 0.82 0.68 0.64 1 0.40 0.31 0.62 0.58 0.57 0.64 0.35 0.27 1 0.44 0.37 0 n/a n/a 300 0.84 0 0.66 7 0.44 0.34 0.64 0.59 0.58 3 0.40 0.31 7 0.46 0.39 4 0.60 n/a 325 0.87 2 0.67 0.84 0.47 0.37 0.65 0.60 0.58 0.82 0.45 0.35 0.84 0.49 0.41 7 0.62 n/a 350 0.90 3 0.68 0.90 0.51 0.40 0.66 0.60 0.59 0.92 0.50 0.39 0.90 0.52 0.43 9 0.65 0.60 375 0.93 5 0 0.97 0.55 0.42 0.67 0.61 0.60 1.00 0.55 0.43 0.97 0.55 0.45 0.82 0.67 0.62 400 0.96 7 1 1.00 0.58 0.45 0.68 0.62 0.60 0.61 0.48 1.00 0.58 0.47 0.85 0.69 0.64 450 1.00 0.80 3 0.66 0.51 0 0.63 0.61 3 0.57 0.66 0.52 0.90 3 0.68 500 0.83 6 3 0.56 3 0.65 0.63 0.85 0.67 3 0.56 0.95 7 1 550 0.87 9 0.80 0.62 5 0.66 0.64 0.98 7 0.80 0.62 1.00 0.81 5 600 0.90 0.81 0.87 0.68 7 0.68 0.65 1.00 0.88 0.87 0.68 1.00 0.85 8 650 0.93 0.84 0.95 3 9 0.69 0.67 0.99 0.95 3 0.88 0.81 700 0.97 0.86 1.00 9 0.82 1 0.68 1.00 1.00 9 0.92 0.84 800 1.00 0.92 0.90 0.86 4 0 0.90 0.98 0.90 1000 1.00 1.00 0.95 0.80 5 1.00 1.00 1.00 >1200 1.00 0.86 0.81 Table 41 Load Adjustment Factors for 15 M Canadian Rebar in Cracked 1,2 15 M Cracked mm 145 250 320 145 250 320 145 250 320 145 250 320 145 250 320 145 250 320 45 n/a n/a n/a 0.46 0.41 0.40 n/a n/a n/a 0.04 0.03 0.02 0.09 0.05 0.04 n/a n/a n/a 75 0.59 0.55 0.54 0.54 0.46 0.43 0.53 0.52 0.52 0.10 0.06 0.04 0.19 0.11 0.09 n/a n/a n/a 100 0.61 0.57 0.55 0.61 0.49 0.46 0.55 0.53 0.53 0.15 0.09 0.07 0.30 0.17 0.13 n/a n/a n/a 125 0.64 0.58 0.57 0.69 0.53 0.49 0.56 0.54 0.53 0.21 0.12 0.09 0.41 0.24 0.19 n/a n/a n/a 150 0.67 0.60 0.58 7 0.57 0.52 0.57 0.55 0.54 0.27 0.16 0.12 0.54 0.32 0.25 n/a n/a n/a 175 0 0.62 0.59 0.85 0.62 0.55 0.58 0.56 0.55 0.34 0.20 0.16 0.69 0.40 0.31 0.57 n/a n/a 200 3 0.63 0.60 0.94 0.66 0.58 0.59 0.56 0.56 0.42 0.24 0.19 0.84 0.49 0.38 0.61 n/a n/a 225 6 0.65 0.62 1.00 0 0.62 0.60 0.57 0.56 0.50 0.29 0.23 1.00 0.58 0.45 0.65 n/a n/a 250 9 0.67 0.63 5 0.65 0.62 0.58 0.57 0.59 0.34 0.27 1.00 0.68 0.53 0.68 n/a n/a 275 0.82 0.68 0.64 0.80 0.69 0.63 0.59 0.58 0.68 0.39 0.31 8 0.61 2 n/a n/a 300 0.84 0 0.66 0.85 2 0.64 0.60 0.58 7 0.45 0.35 0.85 0 5 0.62 n/a 325 0.87 2 0.67 0.90 6 0.65 0.61 0.59 0.87 0.50 0.39 0.90 6 8 0.65 n/a 350 0.90 3 0.68 0.95 9 0.66 0.61 0.60 0.97 0.56 0.44 0.95 9 0.81 0.67 0.62 375 0.93 5 0 1.00 0.83 0.67 0.62 0.60 1.00 0.62 0.49 1.00 0.83 0.84 0 0.64 400 0.96 7 1 0.87 0.69 0.63 0.61 0.69 0.54 0.87 0.86 2 0.66 450 1.00 0.80 3 0.95 1 0.65 0.62 0.82 0.64 0.95 0.92 6 0 500 0.83 6 1.00 3 0.66 0.64 0.96 5 1.00 0.97 0.81 4 550 0.87 9 6 0.68 0.65 1.00 0.87 1.00 0.84 8 600 0.90 0.81 8 0.69 0.67 0.99 0.88 0.81 650 0.93 0.84 0.80 1 0.68 1.00 0.92 0.85 700 0.97 0.86 0.83 3 0.69 0.95 0.88 800 1.00 0.92 0.87 6 2 1.00 0.94 1000 1.00 0.97 0.82 8 1.00 >1200 1.00 0.89 0.83 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 36 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 200 Technical Supplement 04/13
Table 42 Load Adjustment Factors for 20 M Canadian Rebar in Uncracked 1,2 20 M Uncracked mm 200 355 390 200 355 390 200 355 390 200 355 390 200 355 390 200 355 390 45 n/a n/a n/a 0.21 0.11 0.10 n/a n/a n/a 0.03 0.01 0.01 0.06 0.03 0.03 n/a n/a n/a 100 0.58 0.55 0.54 0.27 0.15 0.13 0.53 0.52 0.52 0.09 0.05 0.04 0.19 0.09 0.09 n/a n/a n/a 125 0.60 0.56 0.55 0.30 0.16 0.15 0.54 0.53 0.53 0.13 0.07 0.06 0.26 0.13 0.12 n/a n/a n/a 150 0.63 0.57 0.56 0.33 0.18 0.16 0.55 0.53 0.53 0.17 0.09 0.08 0.34 0.17 0.16 n/a n/a n/a 175 0.65 0.58 0.57 0.37 0.20 0.18 0.56 0.54 0.54 0.21 0.11 0.10 0.40 0.22 0.20 n/a n/a n/a 200 0.67 0.59 0.59 0.40 0.22 0.20 0.57 0.54 0.54 0.26 0.13 0.12 0.43 0.27 0.24 n/a n/a n/a 225 0.69 0.61 0.60 0.44 0.24 0.22 0.58 0.55 0.55 0.31 0.16 0.14 0.46 0.32 0.29 n/a n/a n/a 250 1 0.62 0.61 0.48 0.26 0.23 0.59 0.55 0.55 0.37 0.19 0.17 0.50 0.34 0.32 n/a n/a n/a 275 3 0.63 0.62 0.52 0.28 0.26 0.59 0.56 0.56 0.42 0.22 0.20 0.53 0.36 0.34 0.61 n/a n/a 300 5 0.64 0.63 0.57 0.31 0.28 0.60 0.57 0.56 0.48 0.24 0.22 0.57 0.37 0.35 0.64 n/a n/a 325 7 0.65 0.64 0.62 0.34 0.30 0.61 0.57 0.57 0.54 0.28 0.25 0.62 0.39 0.37 0.67 n/a n/a 350 9 0.66 0.65 0.67 0.36 0.33 0.62 0.58 0.57 0.61 0.31 0.28 0.67 0.41 0.39 0.69 n/a n/a 375 0.81 0.68 0.66 1 0.39 0.35 0.63 0.58 0.58 0.67 0.34 0.31 1 0.43 0.40 2 n/a n/a 400 0.83 0.69 0.67 6 0.41 0.38 0.64 0.59 0.58 4 0.38 0.34 6 0.45 0.42 4 n/a n/a 450 0.88 1 0.69 0.86 0.47 0.42 0.65 0.60 0.59 0.89 0.45 0.41 0.86 0.48 0.45 8 0.63 0.61 500 0.92 3 1 0.95 0.52 0.47 0.67 0.61 0.60 1.00 0.53 0.48 0.95 0.52 0.49 0.83 0.66 0.64 550 0.96 6 4 1.00 0.57 0.52 0.69 0.62 0.61 0.61 0.55 1.00 0.57 0.52 0.87 0.69 0.67 600 1.00 8 6 0.62 0.56 0 0.63 0.62 0.69 0.63 0.62 0.56 0.91 2 0 650 0.81 8 0.67 0.61 2 0.64 0.63 8 1 0.67 0.61 0.94 5 3 700 0.83 0.80 2 0.66 4 0.65 0.64 0.87 9 2 0.66 0.98 8 6 800 0.88 0.84 0.83 5 7 0.67 0.66 1.00 0.97 0.83 5 1.00 0.83 0.81 1000 0.97 0.93 1.00 0.94 0.84 2 0 1.00 1.00 0.94 0.93 0.90 1200 1.00 1.00 1.00 0.91 6 5 1.00 1.00 0.99 >1500 1.00 0.83 0.81 1.00 Table 43 Load Adjustment Factors for 20 M Canadian Rebar in Cracked 1,2 20 M Cracked mm 200 355 390 200 355 390 200 355 390 200 355 390 200 355 390 200 355 390 45 n/a n/a n/a 0.43 0.39 0.39 n/a n/a n/a 0.03 0.02 0.01 0.06 0.03 0.03 n/a n/a n/a 100 0.58 0.55 0.54 0.53 0.45 0.44 0.53 0.52 0.52 0.09 0.05 0.05 0.19 0.11 0.10 n/a n/a n/a 125 0.60 0.56 0.55 0.58 0.48 0.46 0.54 0.53 0.53 0.13 0.07 0.07 0.26 0.15 0.13 n/a n/a n/a 150 0.63 0.57 0.56 0.64 0.50 0.49 0.55 0.54 0.53 0.17 0.10 0.09 0.35 0.19 0.18 n/a n/a n/a 175 0.65 0.58 0.57 0.69 0.53 0.51 0.56 0.54 0.54 0.22 0.12 0.11 0.44 0.25 0.22 n/a n/a n/a 200 0.67 0.59 0.59 5 0.56 0.54 0.57 0.55 0.54 0.27 0.15 0.14 0.53 0.30 0.27 n/a n/a n/a 225 0.69 0.61 0.60 0.81 0.59 0.56 0.58 0.55 0.55 0.32 0.18 0.16 0.64 0.36 0.33 n/a n/a n/a 250 1 0.62 0.61 0.87 0.62 0.59 0.59 0.56 0.56 0.37 0.21 0.19 4 0.42 0.38 n/a n/a n/a 275 3 0.63 0.62 0.93 0.65 0.62 0.59 0.56 0.56 0.43 0.24 0.22 0.86 0.48 0.44 0.62 n/a n/a 300 5 0.64 0.63 1.00 0.68 0.65 0.60 0.57 0.57 0.49 0.28 0.25 0.98 0.55 0.50 0.64 n/a n/a 325 7 0.65 0.64 1 0.67 0.61 0.58 0.57 0.55 0.31 0.28 1.00 0.62 0.57 0.67 n/a n/a 350 9 0.66 0.65 4 0 0.62 0.58 0.58 0.62 0.35 0.32 0.69 0.63 0.69 n/a n/a 375 0.81 0.68 0.66 8 3 0.63 0.59 0.58 0.68 0.39 0.35 7 0 2 n/a n/a 400 0.83 0.69 0.67 0.81 6 0.64 0.59 0.59 5 0.42 0.39 0.81 6 4 n/a n/a 450 0.88 1 0.69 0.88 0.82 0.66 0.61 0.60 0.90 0.51 0.46 0.88 0.82 9 0.65 0.63 500 0.92 3 1 0.95 0.89 0.67 0.62 0.61 1.00 0.59 0.54 0.95 0.89 0.83 0.69 0.66 550 0.96 6 4 1.00 0.95 0.69 0.63 0.62 0.68 0.62 1.00 0.95 0.87 2 0 600 1.00 8 6 1.00 1 0.64 0.63 8 1 1.00 0.91 5 3 650 0.81 8 2 0.65 0.64 0.88 0.80 0.95 8 6 700 0.83 0.80 4 0.66 0.65 0.98 0.89 0.98 0.81 9 800 0.88 0.84 8 0.69 0.68 1.00 1.00 1.00 0.87 0.84 1000 0.97 0.93 0.84 4 2 0.97 0.94 1200 1.00 1.00 0.91 8 7 1.00 1.00 >1500 1.00 0.85 0.83 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 37
Table 44 Load Adjustment Factors for 25 M Canadian Rebar in Uncracked 1,2 25 M Uncracked mm 230 405 504 230 405 504 230 405 504 230 405 504 230 405 504 230 405 504 45 n/a n/a n/a 0.23 0.12 0.10 n/a n/a n/a 0.02 0.01 0.01 0.05 0.02 0.02 n/a n/a n/a 125 0.59 0.55 0.54 0.30 0.17 0.13 0.54 0.52 0.52 0.11 0.05 0.04 0.21 0.09 0.07 n/a n/a n/a 150 0.61 0.56 0.55 0.33 0.18 0.14 0.54 0.53 0.52 0.14 0.06 0.05 0.28 0.12 0.09 n/a n/a n/a 175 0.63 0.57 0.56 0.36 0.19 0.15 0.55 0.53 0.53 0.17 0.07 0.06 0.35 0.15 0.12 n/a n/a n/a 200 0.64 0.58 0.57 0.38 0.21 0.17 0.56 0.53 0.53 0.21 0.09 0.07 0.40 0.18 0.15 n/a n/a n/a 225 0.66 0.59 0.57 0.41 0.23 0.18 0.57 0.54 0.53 0.25 0.11 0.09 0.43 0.22 0.17 n/a n/a n/a 250 0.68 0.60 0.58 0.44 0.24 0.19 0.57 0.54 0.54 0.30 0.13 0.10 0.45 0.25 0.20 n/a n/a n/a 275 0 0.61 0.59 0.47 0.26 0.21 0.58 0.55 0.54 0.34 0.15 0.12 0.48 0.29 0.23 n/a n/a n/a 300 2 0.62 0.60 0.51 0.28 0.22 0.59 0.55 0.54 0.39 0.17 0.13 0.52 0.33 0.27 0.60 n/a n/a 325 4 0.63 0.61 0.54 0.30 0.24 0.60 0.55 0.55 0.44 0.19 0.15 0.55 0.37 0.30 0.62 n/a n/a 350 5 0.64 0.62 0.58 0.32 0.25 0.60 0.56 0.55 0.49 0.21 0.17 0.58 0.38 0.34 0.64 n/a n/a 375 7 0.65 0.62 0.62 0.34 0.27 0.61 0.56 0.55 0.55 0.23 0.19 0.62 0.40 0.35 0.67 n/a n/a 400 9 0.66 0.63 0.67 0.36 0.29 0.62 0.57 0.56 0.60 0.26 0.21 0.67 0.41 0.36 0.69 n/a n/a 450 0.83 0.69 0.65 5 0.41 0.33 0.63 0.58 0.57 2 0.31 0.25 5 0.44 0.38 3 n/a n/a 500 0.86 1 0.67 0.83 0.46 0.36 0.65 0.58 0.57 0.84 0.36 0.29 0.83 0.48 0.41 7 0.58 n/a 550 0.90 3 0.68 0.92 0.50 0.40 0.66 0.59 0.58 0.97 0.42 0.33 0.92 0.51 0.43 0.81 0.61 n/a 600 0.93 5 0 1.00 0.55 0.44 0.68 0.60 0.59 1.00 0.47 0.38 1.00 0.55 0.46 0.84 0.64 0.59 650 0.97 7 1 1.00 0.59 0.47 0.69 0.61 0.59 0.53 0.43 1.00 0.59 0.49 0.88 0.66 0.61 700 1.00 9 3 0.64 0.51 1 0.62 0.60 0.60 0.48 0.64 0.52 0.91 0.69 0.64 750 0.81 5 0.68 0.54 2 0.63 0.61 0.66 0.53 0.68 0.54 0.94 1 0.66 800 0.83 6 3 0.58 4 0.63 0.62 3 0.58 3 0.58 0.98 3 0.68 1000 0.91 0.83 0.91 3 0.80 0.67 0.65 1.00 0.81 0.91 3 1.00 0.82 6 1200 0.99 0.90 1.00 0.87 0.86 0 0.67 1.00 1.00 0.87 0.90 0.83 >1500 1.00 1.00 1.00 0.95 5 2 1.00 1.00 0.93 Table 45 Load Adjustment Factors for 25 M Canadian Rebar in Uncracked 1,2 25 M Cracked mm 230 405 504 230 405 504 230 405 504 230 405 504 230 405 504 230 405 504 45 n/a n/a n/a 0.42 0.39 0.38 n/a n/a n/a 0.02 0.01 0.01 0.05 0.03 0.02 n/a n/a n/a 125 0.59 0.55 0.54 0.55 0.46 0.44 0.54 0.53 0.52 0.11 0.06 0.05 0.21 0.12 0.10 n/a n/a n/a 150 0.61 0.56 0.55 0.60 0.48 0.46 0.54 0.53 0.53 0.14 0.08 0.06 0.28 0.16 0.13 n/a n/a n/a 175 0.63 0.57 0.56 0.64 0.51 0.47 0.55 0.54 0.53 0.18 0.10 0.08 0.35 0.20 0.16 n/a n/a n/a 200 0.64 0.58 0.57 0.69 0.53 0.49 0.56 0.54 0.54 0.21 0.12 0.10 0.43 0.24 0.19 n/a n/a n/a 225 0.66 0.59 0.57 4 0.56 0.51 0.57 0.55 0.54 0.26 0.14 0.11 0.51 0.29 0.23 n/a n/a n/a 250 0.68 0.60 0.58 9 0.58 0.53 0.57 0.55 0.54 0.30 0.17 0.13 0.60 0.33 0.27 n/a n/a n/a 275 0 0.61 0.59 0.84 0.61 0.55 0.58 0.56 0.55 0.35 0.19 0.16 0.69 0.39 0.31 n/a n/a n/a 300 2 0.62 0.60 0.90 0.63 0.57 0.59 0.56 0.55 0.39 0.22 0.18 9 0.44 0.35 0.60 n/a n/a 325 4 0.63 0.61 0.95 0.66 0.59 0.60 0.57 0.56 0.44 0.25 0.20 0.89 0.50 0.40 0.62 n/a n/a 350 5 0.64 0.62 1.00 0.69 0.61 0.60 0.57 0.56 0.50 0.28 0.22 0.99 0.55 0.45 0.65 n/a n/a 375 7 0.65 0.62 2 0.63 0.61 0.58 0.57 0.55 0.31 0.25 1.00 0.62 0.49 0.67 n/a n/a 400 9 0.66 0.63 4 0.66 0.62 0.58 0.57 0.61 0.34 0.27 0.68 0.54 0.69 n/a n/a 450 0.83 0.69 0.65 0.80 0 0.63 0.59 0.58 2 0.40 0.33 0.80 0.65 3 n/a n/a 500 0.86 1 0.67 0.86 5 0.65 0.60 0.59 0.85 0.47 0.38 0.86 5 7 0.64 n/a 550 0.90 3 0.68 0.93 9 0.66 0.61 0.60 0.98 0.55 0.44 0.93 9 0.81 0.67 n/a 600 0.93 5 0 0.99 0.84 0.68 0.62 0.61 1.00 0.62 0.50 0.99 0.84 0.85 0 0.65 650 0.97 7 1 1.00 0.89 0.69 0.63 0.61 0 0.56 1.00 0.89 0.88 3 0.67 700 1.00 9 3 0.94 1 0.64 0.62 8 0.63 0.94 0.91 5 0 750 0.81 5 0.99 2 0.65 0.63 0.87 0 0.99 0.95 8 2 800 0.83 6 1.00 4 0.66 0.64 0.96 7 1.00 0.98 0.81 5 1000 0.91 0.83 0.80 0 0.68 1.00 1.00 1.00 0.90 0.84 1200 0.99 0.90 0.86 4 1 0.99 0.92 >1500 1.00 1.00 0.95 0.80 6 1.00 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 38 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 200 Technical Supplement 04/13
Table 46 Load Adjustment Factors for 30 M Canadian Rebar in Uncracked 1,2 30 M Uncracked mm 260 455 598 260 455 598 260 455 598 260 455 598 260 455 598 260 455 598 45 n/a n/a n/a 0.24 0.13 0.10 n/a n/a n/a 0.02 0.01 0.01 0.04 0.02 0.01 n/a n/a n/a 150 0.60 0.55 0.54 0.34 0.18 0.13 0.54 0.52 0.52 0.12 0.05 0.03 0.23 0.10 0.07 n/a n/a n/a 175 0.61 0.56 0.55 0.36 0.19 0.14 0.55 0.53 0.52 0.14 0.06 0.04 0.29 0.13 0.08 n/a n/a n/a 200 0.63 0.57 0.56 0.38 0.20 0.15 0.55 0.53 0.52 0.18 0.08 0.05 0.35 0.15 0.10 n/a n/a n/a 225 0.64 0.58 0.56 0.41 0.22 0.16 0.56 0.53 0.53 0.21 0.09 0.06 0.42 0.18 0.12 n/a n/a n/a 250 0.66 0.59 0.57 0.44 0.23 0.17 0.57 0.54 0.53 0.25 0.11 0.07 0.44 0.21 0.14 n/a n/a n/a 275 0.68 0.60 0.58 0.46 0.24 0.18 0.57 0.54 0.53 0.29 0.12 0.08 0.47 0.25 0.17 n/a n/a n/a 300 0.69 0.61 0.58 0.49 0.26 0.19 0.58 0.55 0.53 0.33 0.14 0.09 0.50 0.28 0.19 n/a n/a n/a 325 1 0.62 0.59 0.52 0.27 0.21 0.59 0.55 0.54 0.37 0.16 0.11 0.53 0.32 0.21 n/a n/a n/a 350 2 0.63 0.60 0.55 0.29 0.22 0.59 0.55 0.54 0.41 0.18 0.12 0.56 0.35 0.24 0.61 n/a n/a 375 4 0.64 0.60 0.58 0.31 0.23 0.60 0.56 0.54 0.45 0.20 0.13 0.59 0.37 0.27 0.63 n/a n/a 400 6 0.65 0.61 0.62 0.33 0.24 0.61 0.56 0.55 0.50 0.22 0.15 0.62 0.39 0.29 0.65 n/a n/a 450 9 0.66 0.63 0 0.37 0.28 0.62 0.57 0.55 0.60 0.26 0.17 0 0.41 0.35 0.69 n/a n/a 500 0.82 0.68 0.64 7 0.41 0.31 0.63 0.58 0.56 0 0.30 0.20 7 0.44 0.37 2 n/a n/a 550 0.85 0 0.65 0.85 0.45 0.34 0.64 0.58 0.56 0.81 0.35 0.24 0.85 0.47 0.39 6 0.57 n/a 600 0.88 2 0.67 0.93 0.49 0.37 0.66 0.59 0.57 0.92 0.40 0.27 0.93 0.50 0.41 9 0.60 n/a 650 0.92 4 0.68 1.00 0.53 0.40 0.67 0.60 0.58 1.00 0.45 0.30 1.00 0.53 0.43 0.83 0.62 n/a 700 0.95 6 0 0.57 0.43 0.68 0.61 0.58 0.50 0.34 0.57 0.46 0.86 0.65 0.57 750 0.98 7 1 0.61 0.46 0 0.61 0.59 0.56 0.37 0.61 0.48 0.89 0.67 0.59 800 1.00 9 2 0.65 0.49 1 0.62 0.59 0.61 0.41 0.65 0.50 0.92 0.69 0.61 900 0.83 5 3 0.55 4 0.64 0.60 3 0.49 3 0.55 0.97 4 0.64 1000 0.87 8 0.81 0.61 6 0.65 0.62 0.86 0.58 0.81 0.61 1.00 8 0.68 1200 0.94 0.83 0.98 3 0.82 0.68 0.64 1.00 6 0.98 3 0.85 4 >1500 1.00 0.92 1.00 0.92 0.89 3 0.67 1.00 1.00 0.92 0.95 0.83 Table 47 Load Adjustment Factors for 30 M Canadian Rebar in Cracked 1,2 30 M Cracked mm 260 455 598 260 455 598 260 455 598 260 455 598 260 455 598 260 455 598 45 n/a n/a n/a 0.41 0.38 0.38 n/a n/a n/a 0.02 0.01 0.01 0.04 0.02 0.01 n/a n/a n/a 150 0.60 0.55 0.54 0.56 0.47 0.44 0.54 0.52 0.52 0.12 0.06 0.04 0.23 0.11 0.09 n/a n/a n/a 175 0.61 0.56 0.55 0.60 0.49 0.45 0.55 0.53 0.52 0.15 0.07 0.06 0.29 0.14 0.11 n/a n/a n/a 200 0.63 0.57 0.56 0.65 0.51 0.47 0.55 0.53 0.53 0.18 0.09 0.07 0.36 0.18 0.13 n/a n/a n/a 225 0.64 0.58 0.56 0.69 0.53 0.48 0.56 0.54 0.53 0.21 0.11 0.08 0.43 0.21 0.16 n/a n/a n/a 250 0.66 0.59 0.57 3 0.55 0.50 0.57 0.54 0.53 0.25 0.12 0.09 0.50 0.25 0.19 n/a n/a n/a 275 0.68 0.60 0.58 8 0.58 0.52 0.57 0.55 0.54 0.29 0.14 0.11 0.58 0.29 0.22 n/a n/a n/a 300 0.69 0.61 0.58 0.82 0.60 0.53 0.58 0.55 0.54 0.33 0.16 0.12 0.66 0.33 0.25 n/a n/a n/a 325 1 0.62 0.59 0.87 0.62 0.55 0.59 0.55 0.54 0.37 0.18 0.14 4 0.37 0.28 n/a n/a n/a 350 2 0.63 0.60 0.92 0.65 0.57 0.59 0.56 0.55 0.41 0.20 0.16 0.83 0.41 0.31 0.61 n/a n/a 375 4 0.64 0.60 0.97 0.67 0.59 0.60 0.56 0.55 0.46 0.23 0.17 0.92 0.45 0.35 0.63 n/a n/a 400 6 0.65 0.61 1.00 0.69 0.60 0.61 0.57 0.56 0.51 0.25 0.19 1.00 0.50 0.38 0.65 n/a n/a 450 9 0.66 0.63 4 0.64 0.62 0.57 0.56 0.60 0.30 0.23 0.60 0.45 0.69 n/a n/a 500 0.82 0.68 0.64 0.80 0.68 0.63 0.58 0.57 1 0.35 0.27 0 0.53 3 n/a n/a 550 0.85 0 0.65 0.85 1 0.65 0.59 0.58 0.81 0.40 0.31 0.81 0.61 6 0.60 n/a 600 0.88 2 0.67 0.91 5 0.66 0.60 0.58 0.93 0.46 0.35 0.91 0 0.80 0.63 n/a 650 0.92 4 0.68 0.96 9 0.67 0.61 0.59 1.00 0.52 0.39 0.96 9 0.83 0.66 n/a 700 0.95 6 0 1.00 0.83 0.68 0.62 0.60 0.58 0.44 1.00 0.83 0.86 0.68 0.62 750 0.98 7 1 0.87 0 0.62 0.60 0.64 0.49 0.87 0.89 0 0.64 800 1.00 9 2 0.92 1 0.63 0.61 1 0.54 0.92 0.92 3 0.66 900 0.83 5 1.00 4 0.65 0.62 0.84 0.64 1.00 0.98 7 0 1000 0.87 8 6 0.67 0.64 0.99 5 1.00 0.81 4 1200 0.94 0.83 0.82 0 0.67 1.00 0.99 0.89 0.81 >1500 1.00 0.92 0.90 5 1 1.00 1.00 0.91 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,, assumes an influence of a nearby edge. If no edge exists, then =. 4 thickness reduction factor in shear,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. 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 200 Technical Supplement 04/13 39
2.4.13 Hilti HIT-HY 200 Adhesive with Hilti HAS Threaded Rod Hilti HAS Threaded Rod Installation Conditions Permissible Conditions Uncracked Cracked Dry Water Saturated Permissible Drilling Method Hammer Drilling with Carbide Tipped Drill Bit Hilti TE-CD or TE-YD Hollow Drill Bit Hilti HAS Threaded Rod Installation Specifications Nominal Rod Diameter ød 3/8 Drill Bit Diameter ød 0 in Embedment Depth h ef,std Embedment Depth Range h ef Maximum Installation Torque T max ft-lb (Nm) Minimum Base Material Thickness h min 3-3/8 2-3/8 7-1/2 15 7/16 (9.5) (86) (60 191) (20) h ef + 1-1/4 1/2 4-1/2 2-3/4 10 30 (h ef + 30) 9/16 (12.7) (114) (70 254) (41) 5/8 5-5/8 3-1/8 12-1/2 60 3/4 (15.9) (143) (79 318) (81) 3/4 6-3/4 3-1/2 15 100 7/8 (19.1) (171) (89 381) (136) 7/8 7-7/8 3-1/2 17-1/2 125 1 h ef + 2d (22.2) (200) (89 445) (169) 0 1 9 4 20 150 1-1/8 (25.4) (229) (102 508) (203) 1-1/4 11-1/4 5 25 200 1-3/8 (31.8) (286) (127 635) (271) d f HAS 3/8 1/2 5/8 3/4 7/8 1 1-1/4 min max d f,1 1/2 5/8 13/16* 15/16* 1-1/8* 1-1/4* 1-1/2* d f,2 7/16 9/16 11/16 13/16 15/16 1-1/8* 1-3/8 * Use two washers Mechanical Properties Hilti HAS Threaded Rod Material Specifications f ya Min. f uta ksi (MPa) ksi (MPa) Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8 58 (400) 72.5 (500) High Strength or Super HAS rod material meets the requirements of ASTM A 193, Grade B7 105 (724) 125 (862) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW1 3/8" to 5/8" 65 (448) 100 (689) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/4" to 1-1/4" 45 (310) 85 (586) HAS Super & HAS-E Standard Nut Material meets the requirements of SAE J995 Grade 5 HAS Stainless Steel Nut material meets the requirements of ASTM F 594 HAS Standard and Stainless Steel Washers meet dimensional requirements osi 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 Super rods hot-dip galvanized in accordance with ASTM A 153 HAS Carbon steel HAS rods are furnished with a 0.005-mm-thick zinc electroplated coating Note: Special Order threaded rods may vary from standard materials. 40 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 200 Technical Supplement 04/13