0 Most Widely Accepted and Trusted ICC ES Listing Report ICC ES 000 (800) 4 6587 (56) 699 054 www.icc es.org ELC 187 Issued May 018 This listing is subject to renewal May 019. DIVISION: 0 00 00 CONCRETE SECTION: 0 16 00 CONCRETE ANCHORS DIVISION: 05 00 00 METALS SECTION: 05 05 19 POST INSTALLED CONCRETE ANCHORS REPORT HOLDER: HILTI, INC. 750 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 7504 EVALUATION SUBJECT: HILTI HIT HY 00 ADHESIVE ANCHOR SYSTEM IN CRACKED AND UNCRACKED CONCRETE Look for the trusted marks of Conformity! 014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 018 ICC Evaluation Service, LLC. All rights reserved.
ICC-ES Listing Report www.icc-es.org (800) 4-6587 (56) 699-054 ELC-187 Issued May 018 This listing is subject to renewal May 019. A Subsidiary of the International Code Council CSI: DIVISION: 0 00 00 CONCRETE Section: 0 16 00 Concrete Anchors Product Certification System: DIVISION: 05 00 00 METALS Section: 05 05 19 Post-Installed Concrete Anchors The ICC-ES product-certification system includes evaluating reports of tests of standard manufactured products, prepared by accredited testing laboratories and provided by the listee, to verify compliance with applicable codes and standards. The system also involves factory inspections, and assessment and surveillance of the listee s quality system. Product: Listee: Hilti HIT-HY 00 Adhesive Anchor System in Cracked and Uncracked Concrete. HILTI, INC. 750 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 7504 (800) 879-8000 www.us.hilti.com HiltiTechEng@us.hilti.com Compliance with the following standards: Annex D, Anchorage of CSA A.-14, Design of Concrete Structures, CSA Group. Compliance with the following codes: Hilti HIT-HY 00 adhesive anchor system in cracked and uncracked, as described in this listing report, is in conformance with CSA A.-14, Annex D, as referenced in the applicable section of the following code editions: National Building Code of Canada 015 and 010 Applicable Section: Division B, Part 4, Section 4... Description of adhesive anchor system: The Hilti HIT-HY 00 Adhesive is an injectable two-component hybrid adhesive. The two components combine and react when dispensed through a static mixing nozzle attached to the manifold. Hilti HIT-HY 00 is available in 11.1-ounce (0 ml) and 16.9-ounce (500 ml) foil packs. The manifold attached to each foil pack is stamped with the adhesive expiration date. The shelf life, as indicated by the expiration date, applies to an unopened foil pack stored in a dry, dark environment and in accordance with Figure. Hilti HIT-HY 00 Adhesive is available in two options, Hilti HIT-HY 00-A and Hilti HIT-HY 00-R. Both options are subject to the same technical data as set forth in this report. Hilti HIT-HY 00-A will have shorter working times and curing times than Hilti HIT-HY 00-R. The packaging for each option employs a different color, which helps the user distinguish between the two adhesives. Hole Cleaning Equipment: Standard hole cleaning equipment, comprised of steel wire brushes and air nozzles, is described in Figure of this listing report The Hilti Safe-Set with Hilti HIT-HY 00 consists of one of the following: For the anchor elements, Hilti threaded steel rods, and steel reinforcing bars for use as anchors and Hilti HIS-N and HIS-RS inserts, the Hilti TE-CD or TE-YD hollow carbide drill Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the listing or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this listing, or as to any product covered by the listing. Copyright 018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 5
ELC-187 Most Widely Accepted and Trusted Page of 5 bit with a carbide drilling head conforming to ANSI B1.15. Used in conjunction with a Hilti vacuum with a minimum value for the volumetric follow rate of 19 CFM (61 l/s), the Hilti TE-CD or TE-YD drill bit will remove the drilling dust, automatically cleaning the hole. Hilti HIT-HY 00 must be dispensed with manual or electric dispensers provided by Hilti. HILTI HIT-HY 00 FOIL PACK AND MIXING NOZZLE HILTI DISPENSER ANCHORING ELEMENTS HILTI TE-CD OR TE-YD HOLLOW CARBIDE DRILL BIT FIGURE 1 HILTI HIT-HY 00 ANCHORING SYSTEM Identification: Installation: The Hilti HIT-HY 00 anchors are identified by packaging labeled with the manufacturer s name (Hilti Corp.) and address, product name, lot number, expiration date, listing number (ELC-187), and the ICC-ES PMG certification mark. Threaded rods, nuts, washers, and deformed reinforcing bars are standard elements and must conform to applicable national or specifications as set forth in Tables -7 of this listing report or equivalent. The Installation parameters are illustrated in Figure. Installation must be in accordance with CSA A.-14 D.10 and D.10., as applicable. Anchor locations must comply with this listing report and the plans and specifications approved by the code official. Installation of the Hilti HIT-HY 00 Adhesive Anchor Systems must conform to the manufacturer s printed installation instructions (MPII) included in each unit package as provided in Figure of this report. The MPII contains additional requirements for combinations of drill hole depth, diameter, drill bit type, and dispensing tools. Hilti HIT-HY 00-A adhesive anchors and post-installed reinforcing bars may be used to resist tension and shear forces in floor, wall, and overhead installations only if installation is into with a temperature between 14 F and 104 F (-10 C and 40 C) for threaded rods, rebar, and Hilti HIS-(R)N inserts. Overhead installations require the use of piston plugs (HIT-SZ, -IP) during injection, and the anchor or post-installed reinforcing bars must be supported until fully cured (i.e., with Hilti HIT-OHW wedges, or other suitable means). Installations in temperatures below F require the adhesive to be conditioned to a minimum temperature of F. Installation of anchors and post-installed reinforcing bars in horizontal or upwardly inclined orientations to resist sustained tension loads shall be performed by personnel certified by an applicable certification program in accordance with CSA A.-14 D.10.. or D.10.., as applicable.
ELC-187 Most Widely Accepted and Trusted Page of 5 FIGURE MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS (MPII)
ELC-187 Most Widely Accepted and Trusted FIGURE MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued) Page 4 of 5
ELC-187 Most Widely Accepted and Trusted Page 5 of 5 FIGURE MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued)
ELC-187 Most Widely Accepted and Trusted FIGURE MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS (MPII) (Continued) Page 6 of 5
ELC-187 Most Widely Accepted and Trusted Page 7 of 5 Anchor setting information: DEFORMED REINFORCMENT THREADED ROD h h HILTI HIS-N AND HIS-RN THREADED INSERTS h FIGURE INSTALLATION PARAMETERS FOR POST-INSTALLED ADHESIVE ANCHORS
ELC-187 Most Widely Accepted and Trusted Page 8 of 5 INSTALLATION TORQUE SUBJECT TO EDGE DISTANCE: For anchors that will be torqued during installation, the maximum torque, T max, must be reduced for edge distances less than the values given in Tables 8, 1, 16, and 19 as applicable. For edge distances c ai and anchor spacing s ai, the maximum torque T max shall comply with the following requirements: REDUCED MAXIMUM INSTALLATION TORQUE T max,red FOR EDGE DISTANCES c ai < (5 x d a ) EDGE DISTANCE, c ai MINIMUM ANCHOR SPACING, s ai MAXIMUM TORQUE, T max,red Ultimate Limit States Design: 1.75 in. (45 mm) c ai 5 x d a s ai < 16 in. 0. x T max < 5 x d a s ai 16 in. (406 mm) 0.5 x T max Design resistance of anchors for compliance with the 015 NBCC must be determined in accordance with CSA A.-14 Annex D, and this listing report. Design table index is provided in Table 1 and design parameters are provided in Tables through 0 of this listing report are based on the 015 NBCC (CSA A.-14). The limit states design of anchors must comply with CSA A.-14 D.5.1, except as required in CSA A.-14 D.4..1. Material resistance factors must be c = 0.65 and s = 0.85 in accordance with CSA A.-14 Sections 8.4. and 8.4., and resistance modification factor, R, as given in CSA A.-14 Section D.5., and noted in Tables 6 through 0 of this listing report, must be used for load combinations calculated in accordance with Division B, Part 4, Section 4.1. of the 015 NBCC, or Annex C of CSA A.-14. The nominal strength, N sa or V sa, in Tables 6, 7, 11, 15, and 18 of this listing report must be multiplied by s and R to determine the factored resistance, N sar or V sar. The nominal breakout strength, N cb, N cbg, V cb, and V cbg, in Tables 8, 1, 16, and 19 of this listing report must be multiplied by c and R to determine the factored resistance, N cbr, N cbgr, V cbr, and V cbgr. The factored bond resistance, N bar, must be multiplied by c and the permissible installation condition factors for dry, R d, and water-saturated, R ws, for the corresponding installation conditions as given in Tables 10, 1, 14, 17 and 0. For anchors to be installed in seismic regions described in NBCC 015: The factored resistance shear strength, V sar, must be adjusted by α V,seis as given in Tables 6, 7, 11, 15 and 18 for the corresponding anchor steel. The nominal bond strength k,cr must be adjusted by α N,seis as given in Tables 10, 1, 14, 17 and 0. Design Table TABLE 1 DESIGN TABLE INDEX Fractional Metric Table Page Table Page Standard Threaded Rod Steel Strength - N sa, V sa 6 11 11 16 Concrete Breakout - N cb, N cbg, V cb, V cbg, V cp, V cpg 8 1 1 17 Bond Strength - N a, N ag 10 15 14 19 Hilti HIS-N and HIS-RN Internally Threaded Insert Steel Strength - N sa, V sa 18 18 Concrete Breakout - N cb, N cbg, V cb, V cbg, V cp, V cpg 19 19 Bond Strength - N a, N ag 0 4 0 4 Design Table Fractional EU Metric Canadian Table Page Table Page Table Page Steel Reinforcing Bars Steel Strength - N sa, V sa 7 1 11 16 15 0 Concrete Breakout - N cb, N cbg, V cb, V cbg, V cp, V cpg 8 1 1 17 16 0 Bond Strength - N a, N ag 9 14 1 18 17 1
ELC-187 Most Widely Accepted and Trusted Page 9 of 5 FIGURE 4 FLOWCHART FOR THE ESTABLISHMENT OF DESIGN BOND OR PULLOUT STRENGTH FOR POST-INSTALLED ADHESIVE ANCHORS TABLE SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON CARBON AND STAINLESS STEEL THREADED ROD MATERIALS 1 THREADED ROD SPECIFICATION ASTM A19 Grade B7 1 / in. ( 64 mm) ASTM F568M Class 5.8 M5 ( 1 / 4 in.) to M4 (1 in.) (equivalent to ISO 898-1) Minimum specified ultimate strength, f uta Minimum specified yield strength 0. percent offset, f ya f uta /f ya Elongation, min. percent 7 Reduction of Area, min. percent Specification for nuts 8 MPa 86 74 1.19 16 50 ASTM A56 Grade DH MPa 500 400 1.5 10 5 ASTM A56 Grade DH 9 DIN 94 (8-AK) CARBON STEEL ISO 898-1 4 Class 5.8 MPa 500 400 1.5 - DIN 94 Grade 6 AST< F 1554, Grade 6 7 MPa 400 48 1.61 40 ASTM F1554, Grade 55 7 MPa 517 79 1.6 1 0 ASTM A194 or ASTM A56 ASTM A194 or ASTM A56 ASTM F1554, Grade 105 7 MPa 86 74 1.19 15 45 ASTM A194 or ASTM A56 ISO 898-1 4 Class 8.8 MPa 800 640 1.5 1 5 DIN 94 Grade 8 ASTM F59 5 CW1 (16) 1 / 4 -in. to 5 / 8 -in. MPa 689 448 1.54 0 - ASTM F594 STAINLESS STEEL ASTM F59 5 CW (16) / 4 -in. to 1 1 / -in. ASTM A19 Grade 8(M), Class 1-1 ¼-in. ISO 506-1 6 A4-70 M8 M4 MPa 586 10 1.89 5 - ASTM F594 MPa 517 07.50 0 50 ASTM F594 MPa 700 450 1.56 40 - ISO 40 ISO 506-1 6 A4-50 M7 M0 MPa 500 10.8 40 - ISO 40 1 Hilti HIT-HY 00 adhesive may be used in conjunction with all grades of continuously threaded carbon or stainless steel rod (all-thread) that comply with the code reference standards and that have thread characteristics comparable with ANSI B1.1 UNC Coarse Thread Series or ANSI B1.1M M Profile Metric Thread Series. Values for threaded rod types and associated nuts supplied by Hilti are provided here. Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High- Service Standard Specification for Carbon and Alloy Steel Externally Threaded Metric Fasteners 4 Mechanical properties of fasteners made of carbon steel and alloy steel Part 1: Bolts, screws and studs 5 Standard Steel Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs 6 Mechanical properties of corrosion-resistant stainless steel fasteners Part 1: Bolts, screws and studs 7 Based on -in. (50 mm) gauge length except for A19, which are based on a gauge length of 4d and ISO 898, which is based on 5d. 8 Nuts of other grades and styles having specified proof load stresses greater than the specified grade and style are also suitable. Nuts must have specified proof load stresses equal to or greater than the minimum tensile strength of the specified threaded rod. 9 Nuts for fractional rods.
ELC-187 Most Widely Accepted and Trusted Page 10 of 5 TABLE SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON STEEL REINFORCING BARS REINFORCING BAR SPECIFICATION Minimum specified ultimate strength, f uta Minimum specified yield strength, f ya ASTM A615 1 Gr. 60 MPa 60 414 ASTM A615 1 Gr. 40 MPa 414 76 ASTM A706 Gr. 60 MPa 550 414 DIN 488 BSt 500 MPa 550 500 CAN/CSA-G0.18 4 Gr. 400 MPa 540 400 1 Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement Standard Specification for Low Alloy Steel Deformed and Plain Bars for Concrete Reinforcement Reinforcing steel; reinforcing steel bars; dimensions and masses 4 Billet-Steel Bars for Concrete Reinforcement TABLE 4 SPECIFICATIONS AND PHYSICAL PROPERTIES OF FRACTIONAL AND METRIC HIS-N AND HIS-RN INSERTS HILTI HIS-N AND HIS-RN INSERTS Minimum specified ultimate Minimum specified yield strength, f strength, f ya uta Carbon Steel DIN EN 1077-11SMnPb0+c or DIN 1561 9SMnPb8K / 8 -in. and M8 to M10 Carbon Steel DIN EN 1077-11SMnPb0+c or DIN 1561 9SMnPb8K 1 / to / 4 -in. and M1 to M0 Stainless Steel EN 10088- X5CrNiMo 17-1- MPa 490 410 MPa 460 75 MPa 700 50 BOLT, CAP SCREW OR STUD SPECIFICATION TABLE 5 SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON BOLTS, CAP SCREWS AND STUDS FOR USE WITH HIS-N AND HIS-RN INSERTS 1, Minimum specified ultimate strength f uta Minimum specified yield strength 0. percent offset f ya f uta /f ya Elongation, min. Reduction of Area, min. Specification for nuts 6 SAE J49 Grade 5 MPa 88 64 1.0 14 5 SAE J995 ASTM A5 4 1 / to 1-in. MPa 88 64 1.0 14 5 A56 C, C, D, DH, DH Heavy Hex ASTM A19 5 Grade B8M (AISI 16) for use with HIS-RN ASTM A19 5 Grade B8T (AISI 1) for use with HIS-RN MPa 759 655 1.16 15 45 MPa 86 690 1.5 1 5 ASTM F594 7 Alloy Group 1, or ASTM F594 7 Alloy Group 1, or 1 Minimum Grade 5 bolts, cap screws or studs must be used with carbon steel HIS inserts. Only stainless steel bolts, cap screws or studs must be used with HIS-RN inserts. Mechanical and Material Requirements for Externally Threaded Fasteners 4 Standard Specification for Structural Bolts, Steel, Heat Treated, 10/105 ksi Minimum Tensile Strength 5 Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High- Service 6 Nuts must have specified minimum proof load stress equal to or greater than the specified minimum full-size tensile strength of the specified stud. 7 Nuts for stainless steel studs must be of the same alloy group as the specified bolt, cap screw, or stud.
ELC-187 Most Widely Accepted and Trusted Page 11 of 5 Fractional Threaded Rod Steel Strength TABLE 6 STEEL DESIGN INFORMATION FOR FRACTIONAL THREADED ROD Nominal rod diameter (in.) 1 / 8 / / 8 / 4 / 8 1 1 1 / 4 Rod O.D. d in. 0.75 0.5 0.65 0.75 0.875 1 1.5 (mm) (9.5) (1.7) (15.9) (19.1) (.) (5.4) (1.8) Rod effective cross-sectional area A se in. 0.0775 0.1419 0.60 0.45 0.4617 0.6057 0.9691 (mm ) (50) (9) (146) (16) (98) (91) (65) ISO 898-1 Class 5.8 ASTM A19 B7 ASTM F1554 Gr. 6 Factored steel resistance as governed by steel strength N sa kn 5.0 45.8 7.9 107.9 148.9 195. 1.5 V sa kn 15.0 7.5 4.7 64.7 89. 117. 187.5 Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.70 Resistance modification factor for shear R - 0.65 Factored steel resistance strength as governed by steel strength N sa kn 4.1 78.9 15.7 186.0 56.7 6.8 58.8 V sa kn 5.9 47. 75.4 111.6 154.0 0.1. Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.80 Resistance modification factor for shear R - 0.75 Factored steel resistance strength as governed by steel strength N sa kn - 6.6 58. 86. 119.1 156. 50 V sa kn -.0 5.0 51.8 71.5 9.8 150.0 Reduction for seismic shear V,seis - 0.60 Resistance modification factor for tension R - 0.80 Resistance modification factor for shear R - 0.75 ASTM F1554 Gr. 55 ASTM F1554 Gr. 105 Factored steel resistance strength as governed by steel strength N sa kn - 47.4 75.4 111.6 154.0 0.1. V sa kn - 8.4 45. 67.0 9.4 11. 194.0 Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.80 Resistance modification factor for shear R - 0.75 Factored steel resistance strength as governed by steel strength N sa kn - 78.9 15.7 186.0 56.7 6.8 58.8 V sa kn - 47. 75.4 111.6 154.0 0.1. Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.80 Resistance modification factor for shear R - 0.75 ASTM F59, CW Stainless ASTM A19, Gr. 8(M), Class 1 Stainless Factored steel resistance as governed by steel strength N sa kn 4.5 6.1 100.5 16.5 174.6 9.0 66.4 V sa kn 0.7 7.9 60. 75.9 104.7 17.4 19.8 Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.70 Resistance modification factor for shear R - 0.65 Factored steel resistance as governed by steel strength N sa kn - 45.7 V sa kn - 147.4 Reduction for seismic shear V,seis - - 0.60 Resistance modification factor for tension R - - 0.80 Resistance modification factor for shear R - - 0.75 For SI: 1 inch = 5.4 mm, 1 lbf = 4.448 N. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf 1 Values provided for common rod material types are based on specified strengths and calculated in accordance with CSA A.-14 Eq. D. and Eq. D.1. Nuts and washers must be appropriate for the rod. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of the material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a brittle steel element. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of the material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a ductile steel element.
ELC-187 Most Widely Accepted and Trusted Page 1 of 5 Fractional Reinforcing Bars Steel Strength TABLE 7 STEEL DESIGN INFORMATION FOR FRACTIONAL REINFORCING BARS Nominal Reinforcing bar size (Rebar) # #4 #5 #6 #7 #8 #9 #10 Nominal bar diameter d in. / 8 / / 8 / 4 / 8 1 1 1 / 8 1 1 / 4 (mm) (9.5) (1.7) (15.9) (19.1) (.) (5.4) (8.6) (1.8) Bar effective cross-sectional area A se in. 0.11 0. 0.1 0.44 0.6 0.79 1.0 1.7 (mm ) (71) (19) (00) (84) (87) (510) (645) (819) ASTM A615 Grade 40 ASTM A615 Grade 60 ASTM A706 Grade 60 Factored steel resistance as governed by steel strength N sa kn 9.4 5.4 8.7 117.4 160.1 10.9 66.9 9.0 V sa kn 17.6.0 49.6 70.5 96.1 16.5 160.1 0.4 Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.70 Resistance modification factor for shear R - 0.65 Factored steel resistance as governed by steel strength N sa kn 44.0 80.1 14.1 176. 40. 16. 400.4 508.5 V sa kn 6.4 48.0 74.5 105.7 144.1 189.8 40. 05.1 Reduction for seismic shear V,seis - 0.70 Resistance modification factor for tension R - 0.70 Resistance modification factor for shear R - 0.65 Factored steel resistance as governed by steel strength N sa kn 9.1 71. 110. 156.6 1.5 81.1 55.9 45.0 V sa kn.5 4.7 66. 94.0 18.1 168.7 1.5 71. Reduction for seismic shear V,seis 0.70 Resistance modification factor for tension R 0.80 Resistance modification factor for shear R 0.75 For SI: 1 inch = 5.4 mm, 1 lbf = 4.448 N. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf 1 Values provided for common rod material types are based on specified strengths and calculated in accordance with CSA A.-14 Eq. D. and Eq. D.1. Nuts and washers must be appropriate for the rod. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of the material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a brittle steel element. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of the material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a ductile steel element.
ELC-187 Most Widely Accepted and Trusted Page 1 of 5 Fractional Threaded Rod and Reinforcing Bars Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 8 CONCRETE BREAKOUT DESIGN INFORMATION FOR FRACTIONAL THREADED ROD AND REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Effectiveness factor for cracked Effectiveness factor for uncracked / 8 or # 1 / or #4 Nominal rod diameter (in.) / Reinforcing bar size 5 / 8 or #5 / 4 or #6 k c,cr in-lb 17 (SI) (7.1) k c,uncr in-lb 4 (SI) (10) 7 / 8 or #7 Minimum Embedment h ef,min in. / 8 / 4 1 / 8 1 / 1 / 4 4 1 / 5 (mm) (60) (70) (79) (89) (89) (10) (114) (17) Maximum Embedment Min. anchor spacing Min. edge distance (Threaded rods) h ef,max s min c min Min. edge distance (Reinforcing bars) c min - in. 7 1 / 10 1 1 / 15 17 1 / 0 1 / 5 1 or #8 #9 1 1 / 4 or #10 (mm) (191) (54) (18) (81) (445) (508) (57) (65) in. 1 7 / 8 1 / 1 / 8 / 4 4 / 8 5 5 5 / 8 6 1 / 4 (mm) (48) (64) (79) (95) (111) (17) (14) (159) in. 1¾ 1¾ () 1 () / 8 ¼ () ¾ () 1 () / 8 n/a (mm) (45) (45) (50) () (55) () (60) () (70) () (80) () 5d; or see Installation Torque Subject to Edge Distance for design with reduced minimum edge distances Minimum thickness h min in. h ef + 1 1 / 4 (mm) (h ef + 0) Critical edge distance splitting c ac - h ef (for uncracked ) Modification resistance factor for tension, failure R - 1.00 modes, Condition B Modification resistance factor for shear, failure R - 1.00 modes, Condition B For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi h ef + d 0 (4) 1 Additional setting information is described in Figure, Manufacturers Printed Installation Instructions (MPII). Values provided for post-installed anchors under Condition B without supplementary reinforcement as defined in CSA A.-14 D.5.. For installations with 1 / 4 -inch edge distance, refer to Installation Torque Subject to Edge Distance for spacing and maximum torque requirements. 4 d 0 = hole diameter.
ELC-187 Most Widely Accepted and Trusted Page 14 of 5 Fractional Reinforcing Bars Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 9 BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Minimum Embedment Maximum Embedment range A range B range C cracked uncracked cracked uncracked cracked uncracked h ef,min h ef,max Nominal reinforcing bar size # #4 #5 #6 #7 #8 #9 #10 in. / 8 / 4 1 / 8 1 / 1 / 4 4 1 / 5 (mm) (60) (70) (79) (89) (89) (10) (114) (17) in. 7 1 / 10 1 1 / 15 17 1 / 0 1 / 5 (mm) (191) (54) (18) (81) (445) (508) (57) (65) k,cr MPa 7.4 7.4 7.5 7.5 5.7 5.8 5.9 5.9 k,uncr MPa 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 k,cr MPa 6.8 6.9 6.9 6.9 5. 5. 5.4 5.4 k,uncr MPa 9.9 9.9 9.9 9.9 9.9 9.9 9.9 9.9 k,cr MPa 5.8 5.9 5.9 5.9 4.5 4.6 4.6 4.6 k,uncr MPa 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 Permissible installation conditions Dry Water saturated Anchor Category - 1 R d - 1.00 Anchor Category - R ws - 0.85 Reduction for seismic tension N,seis - 0.8 0.85 0.90 0.95 1.0 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f c /,500) 0.1 [For SI: (f' c / 17.) 0.1 ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature = 110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page 15 of 5 Fractional Threaded Rod Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 10 BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 / 8 1 / Nominal rod diameter (in.) 5 / 8 / 4 7 / 8 1 1 1 / 4 Minimum Embedment Maximum Embedment range A range B range C cracked uncracked cracked uncracked cracked uncracked h ef,min h ef,max in. / 8 / 4 1 / 8 1 / 1 / 4 5 (mm) (60) (70) (79) (89) (89) (10) (17) in. 7 1 / 10 1 1 / 15 17 1 / 0 5 (mm) (191) (54) (18) (81) (445) (508) (65) k,cr MPa 7. 7.8 8.1 8.7 8.9 9.1 9.5 k,uncr MPa 15. 15. 15. 15. 15. 15. 15. k,cr MPa 7. 7.8 8.1 8.7 8.9 9.1 9.5 k,uncr MPa 15. 15. 15. 15. 15. 15. 15. k,cr MPa 5.9 6.4 6.6 7.1 7. 7.5 7.8 k,uncr MPa 1.6 1.6 1.6 1.6 1.6 1.6 1.6 Permissible installation conditions Dry and water saturated Anchor Category - 1 R d, R ws - 1.00 Reduction for seismic tension N,seis - 0.88 1.0 1.0 1.0 1.0 0.97 1.0 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f c /,500) 0.1 [For SI: (f' c / 17.) 0.1 ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature = 110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page 16 of 5 Metric Threaded Rod and EU Metric Reinforcing Bars Steel Strength TABLE 11 STEEL DESIGN INFORMATION FOR METRIC THREADED ROD AND EU METRIC REINFORCING BARS Nominal rod diameter (mm) 1 10 1 16 0 4 7 0 mm 10 1 16 0 4 7 0 Rod Outside Diameter d (in.) (0.9) (0.47) (0.6) (0.79) (0.94) (1.06) (1.18) Rod effective cross-sectional area A se mm 58.0 84. 157 45 5 459 561 (in. ) (0.090) (0.11) (0.4) (0.80) (0.547) (0.711) (0.870) ISO 898-1 Class 5.8 ISO 898-1 Class 8.8 ISO 506-1 Class A4 Stainless Factored steel resistance as governed by steel strength N sa kn 9.0 4.0 78.5 1.5 176.5 9.5 80.5 V sa kn 14.5 5.5 47.0 7.5 106.0 17.5 168.5 Reduction for seismic shear V,seis - 0.70 Modification resistance factor for tension R - 0.70 Modification resistance factor for shear R - 0.65 Factored steel resistance as governed by steel strength N sa kn 46.5 67.5 15.5 196.0 8.5 67.0 449.0 V sa kn.0 40.5 75.5 117.5 169.5 0.5 69.5 Reduction for seismic shear V,seis - 0.70 Modification resistance factor for tension R - 0.70 Modification resistance factor for shear R - 0.65 Factored steel resistance as governed by steel strength N sa kn 40.6 59.0 109.9 171.5 47.1 18.1.8 V sa kn 0. 5.4 65.9 10.9 148. 109.9 14. Reduction for seismic shear V,seis - 0.70 Modification resistance factor for tension R - 0.70 Modification resistance factor for shear R - 0.65 Reinforcing bar size 10 1 14 16 0 5 8 mm 10.0 1.0 14.0 16.0 0.0 5.0 8.0.0 Nominal bar diameter d (in.) (0.94) (0.47) (0.551) (0.60) (0.787) (0.984) (1.10) (1.60) Bar effective cross-sectional area DIN 488 BSt 550/500 Factored steel resistance as governed by steel strength A se mm 78.5 11.1 15.9 01.1 14. 490.9 615.8 804. (in. ) (0.1) (0.175) (0.9) (0.1) (0.487) (0.761) (0.954) (1.47) N sa kn 4.0 6.0 84.5 110.5 17.0 70.0 8.5 44.5 V sa kn 6.0 7.5 51.0 66.5 10.0 16.0 0.0 65.5 Reduction for seismic shear V,seis - 0.70 Modification resistance factor for tension R - 0.70 Modification resistance factor for shear R - 0.65 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Values provided for common rod material types are based on specified strengths and calculated in accordance with CSA A. Eq. D. and Eq. D.1. Nuts and washers must be appropriate for the rod. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of the material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a brittle steel element. A4-70 Stainless (M8- M4); A4-50 Stainless (M7- M0)
ELC-187 Most Widely Accepted and Trusted Page 17 of 5 Metric Threaded Rod and EU Metric Reinforcing Bars Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 1 CONCRETE BREAKOUT DESIGN INFORMATION FOR METRIC THREADED ROD AND EU METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Minimum Embedment Maximum Embedment Min. anchor spacing h ef,min h ef,max s min Nominal rod diameter (mm) 10 1 16 0 4 7 0 mm 60 70 80 90 96 108 10 (in.) (.4) (.8) (.1) (.5) (.8) (4.) (4.7) mm 00 40 0 400 480 540 600 (in.) (7.9) (9.4) (1.6) (15.7) (18.9) (1.) (.6) mm 50 60 80 100 10 15 150 (in.) (.0) (.4) (.) (.9) (4.7) (5.) (5.9) Min. edge distance c min - 5d; or see Installation Torque Subject to Edge Distance for design with reduced minimum edge distances Minimum thickness h min mm h ef + 0 (4) h ef + d o (in.) (h ef + 1 1 / 4 ) Reinforcing bar size 10 1 14 16 0 5 8 Minimum Embedment Maximum Embedment Min. anchor spacing h ef,min h ef,max s min mm 60 70 75 80 90 100 11 18 (in.) (.4) (.8) (.0) (.1) (.5) (.9) (4.4) (5.0) mm 00 40 80 0 400 500 560 640 (in.) (7.9) (9.4) (11.0) (1.6) (15.7) (19.7) (.0) (5.) mm 50 60 80 100 10 15 140 160 (in.) (.0) (.4) (.) (.9) (4.7) (5.) (5.5) (6.) Min. edge distance c min - 5d; or see Installation Torque Subject to Edge Distance for design with reduced minimum edge distances Minimum thickness Critical edge distance splitting (for uncracked ) Effectiveness factor for cracked Effectiveness factor for uncracked h min mm h ef + 0 (in.) (h ef + 1 1 / 4 ) c ac - h ef SI 7.1 k c,cr (-) (17) SI 10 k c,uncr (-) (4) Modification resistance factor for tension, failure R - 1.00 modes, Condition B Modification resistance factor for shear, failure modes, Condition B R - 1.00 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi h ef + d o (4) 1 Additional setting information is described in Figure 9, Manufacturers Printed Installation Instructions (MPII). Values provided for post-installed anchors installed under Condition B without supplementary reinforcement as defined in in CSA A.-14 D.5.. For installations with 1 / 4 -inch edge distance, refer to Installation Torque Subject to Edge Distance for spacing and maximum torque requirements. 4 d 0 = hole diameter.
ELC-187 Most Widely Accepted and Trusted Page 18 of 5 EU Metric Reinforcing Bars Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 1 BOND STRENGTH DESIGN INFORMATION FOR EU METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Minimum Embedment Maximum Embedment range A range B range C cracked uncracked cracked uncracked cracked uncracked h ef,min h ef,max Reinforcing bar size 10 1 14 16 0 5 8 mm 60 70 75 80 90 100 11 18 (in.) (.4) (.8) (.0) (.1) (.5) (.9) (4.4) (5.0) mm 00 40 80 0 400 500 560 640 (in.) (7.9) (9.4) (11.0) (1.6) (15.7) (19.7) (.0) (5.) k,cr MPa 7.4 7.5 7.5 7.5 7.5 5.8 5.8 5.9 k,uncr MPa 10.8 10.8 10.8 10.8 10.8 10.8 10.8 10.8 k,cr MPa 6.8 6.9 6.9 6.9 6.9 5. 5.4 5.4 k,uncr MPa 9.9 9.9 9.9 9.9 9.9 9.9 9.9 9.9 k,cr MPa 5.8 5.9 5.9 k,uncr MPa 8.5 8.5 8.5 5.9 8.5 5.9 4.6 4.6 4.6 8.5 8.5 8.5 8.5 Permissible Installation Conditions Dry Water saturated Anchor Category - 1 R d - 1.0 Anchor Category - R ws - 0.85 Reduction for seismic tension N,seis - 0.8 0.85 0.90 1.00 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f' c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f' c /,500) 0.1 [For SI: (f' c / 17.) 0.1 ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature =110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page 19 of 5 Metric Threaded Rod Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 14 BOND STRENGTH DESIGN INFORMATION FOR METRIC THREADED ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Minimum Embedment Maximum Embedment range A range B range C cracked uncracked cracked uncracked cracked uncracked h ef,min h ef,max Nominal rod diameter (mm) 10 1 16 0 4 7 0 mm 60 70 80 90 96 108 10 (in.) (.4) (.8) (.1) (.5) (.8) (4.) (4.7) mm 00 40 0 400 480 540 600 (in.) (7.9) (9.4) (1.6) (15.7) (18.9) (1.) (.6) k,cr MPa 7. 7.6 8.1 8.8 9.0 9. 9.4 k,uncr MPa 15. 15. 15. 15. 15. 15. 15. k,cr MPa 7. 7.6 8. 8.8 9.0 9. 9.4 k,uncr MPa 15. 15. 15. 15. 15. 15. 15. k,cr MPa 6.0 6. 6.6 7. 7.4 7.6 7.7 k,uncr MPa 1.6 1.6 1.6 1.6 1.6 1.6 1.6 Permissible Installation Conditions Dry and water saturated Anchor Category - 1 R d, R ws - 1.00 Reduction for seismic tension N,seis - 0.88 0.88 1.0 1.0 0.97 0.97 0.97 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f' c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f' c /,500) 0.1 [For SI: (f' c / 17.) 0.1 ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature = 110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page 0 of 5 Canadian Reinforcing Bars Steel Strength CSA G0 TABLE 15 STEEL DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS Bar size 10 M 15 M 0 M 5 M 0 M Nominal bar diameter d mm 11. 16.0 19.5 5. 9.9 (in.) (0.445) (0.60) (0.768) (0.99) (1.177) Bar effective cross-sectional area A se mm 100. 01.1 98.6 498.8 70. (in. ) (0.155) (0.1) (0.46) (0.77) (1.088) Factored steel resistance as governed by steel N sa kn 54.0 108.5 161.5 70.0 80.0 strength V sa kn.5 65.0 97.0 161.5 7.5 Reduction for seismic shear V,seis - 0.70 Modification resistance factor for tension 1 R - 0.70 Modification resistance factor for shear 1 R - 0.65 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of material resistance factors c and s, the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a brittle steel element. Canadian Reinforcing Bars Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 16 CONCRETE BREAKOUT DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Bar size 10 M 15 M 0 M 5 M 0 M SI 7.1 Effectiveness factor for cracked k c,cr (in-lb) (17) Effectiveness factor for uncracked SI 10 k c,uncr (in-lb) (4) Minimum Embedment h ef,min mm 70 80 90 101 10 (in.) (.8) (.1) (.5) (4.0) (4.7) Maximum Embedment h ef,max mm 6 0 90 504 598 (in.) (8.9) (1.6) (15.4) (19.8) (.5) Min. bar spacing s min mm 57 80 98 16 150 (in.) (.) (.1) (.8) (5.0) (5.9) Min. edge distance c min mm 5d; or see Installation Torque Subject to Edge Distance for design with (in.) reduced minimum edge distances Minimum thickness h min mm (in.) h ef + 0 (h ef + 1 1 / 4 ) (4) h ef + d o Critical edge distance splitting (for uncracked ) c ac - h ef Modification resistance factor for tension, failure modes, Condition B R - 1.00 Modification resistance factor for shear, failure modes, Condition B R - 1.00 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Additional setting information is described in Figure 9, Manufacturers Printed Installation Instructions (MPII). Values provided for post-installed anchors installed under Condition B without supplementary reinforcement. For installations with 1 / 4 -inch the edge distance, refer to Installation Torque Subject to Edge Distance for spacing and maximum torque requirements. 4 d 0 = hole diameter.
ELC-187 Most Widely Accepted and Trusted Page 1 of 5 Canadian Reinforcing Bars Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 17 BOND STRENGTH DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 Minimum Embedment Maximum Embedment range A range B range C cracked uncracked cracked uncracked cracked uncracked h ef,min h ef,max Bar size 10 M 15 M 0 M 5 M 0 M mm 70 80 90 101 10 (in.) (.8) (.1) (.5) (4.0) (4.7) mm 6 0 90 504 598 (in.) (8.9) (1.6) (15.4) (19.8) (.5) k,cr MPa 7.4 7.5 7.5 5.8 5.9 k,uncr MPa 10.8 10.8 10.8 10.8 10.8 k,cr MPa 6.8 6.9 6.9 5. 5.4 k,uncr MPa 9.9 9.9 9.9 9.9 9.9 k,cr MPa 5.8 5.9 5.9 4.6 4.6 k,uncr MPa 8.5 8.5 8.5 8.5 8.5 Permissible installation conditions Dry Water saturated Anchor Category - 1 R d - 1.00 Anchor Category - R ws - 0.85 Reduction for seismic tension N,seis - 0.8 0.85 0.97 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f' c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f' c /,500) 0.1 [For SI: (f' c / 17.) 0.1 ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature = 110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page of 5 Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Steel Strength TABLE 18 STEEL DESIGN INFORMATION FOR FRACTIONAL AND METRIC HIS-N AND HIS-RN THREADED INSERTS 1 DESIGN INFORMATION HIS Insert O.D. HIS insert length Bolt effective crosssectional area HIS insert effective crosssectional area Factored resistance steel strength ASTM A19 B7 bolt/cap screw Factored resistance steel strength HIS-N insert Factored resistance steel strength ASTM A19 Grade B8M SS bolt/cap screw ASTM A19 B7 ASTM A19 Grade B8M SS ISO 898-1 Class 8.8 ISO 506-1 Class A4-70 Stainless Factored resistance steel strength HIS-RN insert Factored resistance steel strength ISO 898-1 Class 8.8 bolt/cap screw Factored resistance steel strength HIS-N insert Factored resistance steel strength ISO 506-1 Class A4-70 Stainless bolt/cap screw Factored resistance steel strength HIS-RN insert Symbol Units D L A se A insert Nominal Bolt/Cap Screw Diameter (in.) Fractional / 8 1 / 5 / 8 Units Nominal Bolt/Cap Screw Diameter (mm) Metric / 4 8 10 1 16 0 in. 0.65 0.81 1.00 1.09 mm 1.5 16.5 0.5 5.4 7.6 (mm) (16.5) (0.5) (5.4) (7.6) (in.) (0.49) (0.65) (0.81) (1.00) (1.09) in. 4. 4.9 6.69 8.07 mm 90 110 15 170 05 (mm) (110) (15) (170) (05) (in.) (.54) (4.) (4.9) (6.69) (8.07) in. 0.0775 0.1419 0.60 0.45 mm 6.6 58 84. 157 45 (mm ) (50) (9) (146) (16) (in. (0.057) (0.090) (0.11) (0.4) (0.80) in. 0.178 0.4 0.404 0.410 mm 51.5 108 169.1 56.1 7.6 (mm ) (115) (157) (60) (65) (in. (0.080) (0.167) (0.6) (0.97) (0.68) N sa kn 5.6 46.9 74.8 110.7 V sa kn 14. 6.1 41.7 61.7 N sa kn.5 4.8 71. 168.0 N sa kn 7.9 69.4 110.6 16.7 V sa kn.8 41.7 66. 98. N sa kn 76. 104. 17. 175.9 N sa V sa N sa N sa V sa N sa lb - - - - (kn) - - - - lb - - - - (kn) - - - - lb - - - - (kn) - - - - lb - - - - (kn) - - - - lb - - - - (kn) - - - - lb - - - - (kn) - - - - kn - - - - - (lb) - - - - - kn - - - - - (lb) - - - - - kn - - - - - (lb) - - - - - kn - - - - - (lb) - - - - - kn - - - - - (lb) - - - - - kn - - - - - (lb) - - - - - kn 9.5 46.5 67.5 15.5 196.0 kn 17.5 8.0 40.5 75.5 117.5 kn 5.0 5.0 78.0 118.0 110.0 kn 5.5 40.5 59.0 110.0 171.5 kn 15.5 4.5 5.5 66.0 10.0 kn 6.0 75.5 118.5 179.5 166.5 Reduction for seismic shear V,seis - 0.70-0.70 Modification resistance factor for tension R - 0.70-0.70 Modification resistance factor for shear R - 0.65-0.65 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Values provided for common rod material types based on specified strengths and calculated in accordance with CSA A. Eq. D. and Eq. D.1. Nuts and washers must be appropriate for the rod. For use with the load combinations of Division B, Part 4, Section 4.1. of the 015 NBCC or Annex C of CSA A.-14, the tabulated value of material resistance factors c and s, and the appropriate value of R must be applied in accordance with CSA A.-14 D.5.. Values correspond to a brittle steel element for the HIS insert. For the calculation of the design steel tension and shear for the bolt or screw, the R fact or for ductile steel failure according to CSA A.-14 D.5. can be used.
ELC-187 Most Widely Accepted and Trusted Page of 5 Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Concrete Breakout Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 19 CONCRETE BREAKOUT DESIGN INFORMATION FOR FRACTIONAL AND METRIC HILTI HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 DESIGN INFORMATION Symbol Units Nominal Bolt/Cap Screw Diameter (in.) Fractional / 8 1 / 5 / 8 Units Nominal Bolt/Cap Screw Diameter (mm) Metric / 4 8 10 1 16 0 Effectiveness factor for cracked Effectiveness factor for uncracked Effective embedment depth Min. anchor spacing Min. edge distance Minimum thickness Critical edge distance splitting (for uncracked ) in-lb 17 SI 7.1 k c,cr (SI) (7.1) (in-lb) (17) in-lb 4 SI 10 k c,uncr (SI) (10) (in-lb) (4) h ef s min c min h min c ac - in. 4 / 8 5 6 / 4 8 1 / 8 mm 90 110 15 170 05 (mm) (110) (15) (170) (05) (in.) (.5) (4.) (4.9) (6.7) (8.1) in. 1 / 4 4 5 5 1 / mm 6 8 10 17 140 (mm) (8) (10) (17) (140) (in.) (.5) (.5) (4.0) (5.0) (5.5) in. 1 / 4 4 5 5 1 / mm 6 8 10 17 140 (mm) (8) (10) (17) (140) (in.) (.5) (.5) (4.0) (5.0) (5.5) in. 5.9 6.7 9.1 10.6 mm 10 150 170 0 70 (mm) (150) (170) (0) (70) (in.) (4.7) (5.9) (6.7) (9.1) (10.6) See Installation Torque Subject to Edge Distance of this report - See Installation Torque Subject to Edge Distance of this report Modification resistance factor for tension, failure modes, R - 1.00-1.00 Condition B Modification resistance factor for shear, failure modes, R - 1.00-1.00 Condition B For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Additional setting information is described in Figure 9, Manufacturers Printed Installation Instructions (MPII). Values provided for post-installed anchors installed under Condition B without supplementary reinforcement as defined in CSA A. D.5.. For installations with 1 / 4 -inch edge distance, refer to Installation Torque Subject to Edge Distance for spacing and maximum torque requirements.
ELC-187 Most Widely Accepted and Trusted Page 4 of 5 Fractional and Metric HIS-N and HIS-RN Internal Threaded Insert Bond Strength Carbide Bit or Hilti Hollow Carbide Bit TABLE 0 BOND STRENGTH DESIGN INFORMATION FOR FRACTIONAL AND METRIC HILTI HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT (OR HILTI HOLLOW CARBIDE DRILL BIT) 1 DESIGN INFORMATION Symbol Units Nominal Bolt/Cap Screw Diameter (in.) Fractional / 8 1 / 5 / 8 Units Nominal Bolt/Cap Screw Diameter (mm) Metric / 4 8 10 1 16 0 Effective embedment depth HIS Insert O.D. range A range B range C Permissible installation conditions Characteristic bond strength in cracked Characteristic bond strength in uncracked Characteristic bond strength in cracked Characteristic bond strength in uncracked Characteristic bond strength in cracked Characteristic bond strength in uncracked Dry and water saturated h ef D in. 4 / 8 5 6 / 4 8 1 / 8 mm 90 110 15 170 05 (mm) (110) (15) (170) (05) (in.) (.5) (4.) (4.9) (6.7) (8.1) in. 0.65 0.81 1.00 1.09 mm 1.5 16.5 0.5 5.4 7.6 (mm) (16.5) (0.5) (5.4) (7.6) (in.) (0.49) (0.65) (0.81) (1.00) (1.09) k,cr MPa 6.0 6.1 6. 6. MPa 5.9 6.0 6.1 6. 6. k,uncr MPa 1.5 1.5 1.5 1.5 MPa 1.5 1.5 1.5 1.5 1.5 k,cr MPa 6.0 6.1 6. 6. MPa 5.9 6.0 6.1 6. 6. k,uncr MPa 1.5 1.5 1.5 1.5 MPa 1.5 1.5 1.5 1.5 1.5 k,cr MPa 4.9 5.0 5. 5. MPa 4.8 4.9 5.0 5. 5. k,uncr MPa 11.0 11.0 11.0 11.0 MPa 11.0 11.0 11.0 11.0 11.0 Anchor Category - 1-1 R d - 1.00-1.00 Reduction for seismic tension N,seis - 0.95-0.95 For SI: 1 inch 5.4 mm, 1 lbf = 4.448 N, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.097 inches, 1 N = 0.48 lbf, 1 MPa = 145.0 psi 1 Bond strength values correspond to compressive strength f c =,500 psi (17. MPa). For compressive strength, f' c, between,500 psi (17. MPa) and 8,000 psi (55. MPa), the tabulated characteristic bond strength may be increased by a factor of (f' c /,500) 0.1 for uncracked, [For SI: (f' c / 17.) 0.1 ] and (f' c /,500) 0. for cracked, [For SI: (f' c / 17.) 0. ]. range A: Maximum short term temperature = 10 F (55 C), Maximum long term temperature =110 F (4 C). range B: Maximum short term temperature = 176 F (80 C), Maximum long term temperature = 110 F (4 C). range C: Maximum short term temperature = 48 F (10 C), Maximum long term temperature = 16 F (7 C). Short term elevated temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term temperatures are roughly constant over significant periods of time.
ELC-187 Most Widely Accepted and Trusted Page 5 of 5 Conditions of listing: 1. The listing report addresses only conformance with the standards and code sections noted above.. Approval of the product s use is the sole responsibility of the local code official.. The listing report applies only to the materials tested and as submitted for review by ICC-ES. 4. Anchor sizes, dimensions, minimum embedment depths and other installation parameters are as set forth in this listing report. 5. Anchors must be limited to use in cracked and uncracked normal-weight and lightweight having a specified compressive strength, f' c, of 17. MPa (,500 psi) to 58.6 MPa (8,500 psi). 6. The values of f' c, used for calculation purposes must not exceed 55 MPa. 7. Limit states design values must be established in accordance with this listing report. 8. The use of fatigue or shock loading for these anchors under such conditions is beyond the scope of this listing report. 9. Anchors may be used to resist short-term loading due to wind or seismic forces in locations designed according to NBCC 015. 10. Where not otherwise prohibited in the code as referenced in CSA A.-14, Hilti HIT-HY 00 Adhesive Anchor System are permitted for use with fire-resistance-rated construction provided that at least one of the following conditions is fulfilled: a. Anchors are used to resist wind or seismic forces only. b. Anchors that support a fire-resistance-rated envelope or a fire- resistance-rated membrane are protected by approved fire-resistance- rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. c. Anchors are used to support nonstructural elements. 11. Use of zinc-coated carbon steel anchors is limited to dry, interior locations. 1. Use of anchors made of stainless steel as specified in this report are permitted for exterior exposure and damp environments. 1. Steel anchoring materials in contact with preservative-treated wood and fire-retardant-treated wood must be of zinc-coated carbon steel or stainless steel. The minimum coating weights for zinc-coated steel must comply with ASTM A15. 14. Installation of anchors in horizontal or upwardly inclined orientations to resist sustained tension loads shall be performed by personnel certified by an applicable certification program, and the certification shall include written and performance tests in accordance with the ACI/CRSI Adhesive Anchor Installer Certification program, or equivalent in accordance with CSA A.-14 D.10... The installation shall be continuously inspected during installation by an inspector specially approved for that purpose. The special inspector shall furnish a report to the licensed design professional and building official that the work covered by the report has been performed and that the materials used and the installation procedures used conform with the approved contract documents and the MPII in accordance with CSA A.-14 D.10..4. 15. Anchors when installed at temperatures below 40 F (5 C) shall not be used for applications where the temperature can rise from 40 F (5 C) or less to 80 F (7 C) or higher within a 1-hour period. Such applications may include but are not limited to anchorage of building facade systems and other applications subject to direct sun exposure. 16. Anchors may be used to resist tension and shear forces in floor, wall, and overhead installations only if installation is into with a temperature between 14 F (-10 C) and 104 F (40 C) for threaded rods, rebar, and Hilti HIS-(R)N inserts. Overhead installations for hole diameters larger than 7 / 16 -inch or 10mm require the use of piston plugs (HIT-SZ, -IP) during injection to the back of the hole. 7 / 16 -inch diameter holes may be injected directly to the back of the hole with the use of extension tubing on the end of the nozzle. The anchor or post-installed reinforcing bars must be supported until fully cured (i.e., with Hilti HIT-OHW wedges, or other suitable means). Where temporary restraint devices are used, their use shall not result in impairment of the anchor shear resistance. Installation in temperature below F requires the adhesive to be conditioned to a minimum temperature of F.