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February 26, 2010 To Whom It May Concern: Re: Hilti HIT RE-500-SD Epoxy Adhesive Anchor – LEEDs Info The Hilti HIT RE-500-SD Epoxy Adhesive is manufactured in Germany. The amount of post-consumer and post-industrial material in the Hilti HIT RE-500-SD Epoxy Adhesive is not known and it cannot be recycled. The Hilti HIT RE-500-SD Epoxy Adhesive does not contain any Rapidly Renewable Materials. The VOC content in Hilti HIT RE-500-SD Epoxy Adhesive is 4.0 g/l.
MSDS No.: Revision No.: Revision Date: Page: ® 318 002 05/17/12 1 of 2 MATERIAL SAFETY DATA SHEET Product name: HIT–RE 500 SD Description: High strength epoxy adhesive for anchoring in concrete and rebar doweling. Part A is the large tube; Part B is the small tube. Supplier: Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121 Emergency # (Chem-Trec.
swallowed, can cause burns. Routes of Exposure: Contact. Inhalation. Carcinogenicity: IARC classifies crystalline silica (quartz sand) as a Group I carcinogen based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant.
ICC-ES Evaluation Report ESR-2322* Reissued February 1, 2012 This report is subject to renewal April 1, 2014. www.icc-es.
ESR-2322 | Most Widely Accepted and Trusted 3.2.4.2 Steel Reinforcing Bars: Steel reinforcing bars are deformed bars (rebar). Tables 23, 27 and 31 and Figure 5 summarize reinforcing bar size ranges. See Table 6 for specifications of common reinforcing bar types and grades. The embedded portions of reinforcing bars must be straight, and free of mill scale, rust and other coatings that may impair the bond with the adhesive.
ESR-2322 | Most Widely Accepted and Trusted (a) Na = Page 3 of 44 D.5.3.
ESR-2322 | Most Widely Accepted and Trusted Page 4 of 44 in accordance with ACI 318 Section D.6.2.2 using the values of d and hef given in the tables as outlined in Table 1 for the corresponding anchor steel in lieu of do and ℓe, respectively. In no case must hef exceed 8do. The value of f′c must be limited to a maximum of 8,000 psi (55 MPa) in accordance with ACI 318 Section D.3.5. Likewise, in lieu of ACI 318 Section D.8.
ESR-2322 | Most Widely Accepted and Trusted Page 5 of 44 φVn = Lowest design strength of an anchor or anchor group in shear as determined in accordance with ACI 318 Appendix D with amendments in Section 3.3 of this criteria, 2009 IBC Sections 1908.1.9 and 1908.1.10 and 2006 IBC Section 1908.1.16. 5.
ESR-2322 | Most Widely Accepted and Trusted 5.14 Anchors are not permitted to support fire-resistive construction. Where not otherwise prohibited in the code, Hilti HIT-RE 500-SD adhesive anchors are permitted for installation in fire-resistive construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only.
ESR-2322 | Most Widely Accepted and Trusted Page 7 of 44 BOLT OR STUD c Tmax ALL-THREAD OR REBAR HILTI HIS/HIS-R INTERNALLY THREADED INSERT Tmax s c hs d hef hef d h h dbit dbit THREADED ROD/REINFORCING BAR HIS AND HIS-R INSERTS FIGURE 1—INSTALLATION PARAMETERS FIGURE 2—FLOW CHART FOR THE ESTABLISHMENT OF DESIGN BOND STRENGTH TABLE 1—DESIGN TABLE INDEX Design strength Deformed reinforcement fractional metric fractional metric fractional metric Canadian Nsa, Vsa Table 7 Table 11 T
ESR-2322 | Most Widely Accepted and Trusted Page 8 of 44 TABLE 2—SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON CARBON STEEL THREADED ROD MATERIALS Minimum Minimum specified specified yield strength ultimate 0.2 percent strength, futa offset, fya THREADED ROD SPECIFICATION 2 ASTM A 193 Grade B7 1 ≤ 2 /2 in. (≤ 64 mm) psi 125,000 105,000 (MPa) (862) (724) MPa 500 400 3 ASTM F 568M Class 5.8 1 M5 ( /4 in.) to M24 (1 in.
ESR-2322 | Most Widely Accepted and Trusted Page 9 of 44 TABLE 4—SPECIFICATIONS AND PHYSICAL PROPERTIES OF U.S.
ESR-2322 | Most Widely Accepted and Trusted Page 10 of 44 1 TABLE 7—STEEL DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT THREADED ROD Nominal rod diameter (in.) DESIGN INFORMATION Rod O.D. ISO 898-1 Class 5.8 2 Rod effective cross-sectional area Nominal strength as governed by steel strength Reduction for seismic shear Ase Nsa Vsa in. 3 /8 0.375 (mm) 1 /2 0.5 5 /8 0.625 3 /4 0.75 (19.1) (22.2) (25.4) (31.8) 0.4617 0.6057 0.
ESR-2322 | Most Widely Accepted and Trusted Page 11 of 44 TABLE 8—CONCRETE BREAKOUT DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT THREADED ROD 1 Nominal rod diameter (in.) DESIGN INFORMATION Symbol Effectiveness factor for cracked concrete kc,cr Effectiveness factor for uncracked concrete kc,uncr Min. anchor spacing Min.
ESR-2322 | Most Widely Accepted and Trusted Page 12 of 44 TABLE 9—BOND STRENGTH DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT THREADED ROD 1,4 Nominal rod diameter (in.
ESR-2322 | Most Widely Accepted and Trusted Page 13 of 44 TABLE 10—BOND STRENGTH DESIGN INFORMATION FOR U.S.
ESR-2322 | Most Widely Accepted and Trusted Page 14 of 44 1 TABLE 11—STEEL DESIGN INFORMATION FOR METRIC THREADED ROD Nominal rod diameter (mm) DESIGN INFORMATION Rod Outside Diameter Nominal strength as governed by steel strength Reduction for seismic shear ISO 3506-1 Class A4 Stainless d Ase Nsa Vsa Units 8 10 12 16 20 24 27 30 mm 8 10 12 16 20 24 27 30 (in.) (0.31) (0.39) (0.47) (0.63) (0.79) (0.94) (1.06) (1.18) 36.6 58 84.3 157 245 353 459 561 (0.057) (0.
ESR-2322 | Most Widely Accepted and Trusted Page 15 of 44 TABLE 12—CONCRETE BREAKOUT DESIGN INFORMATION FOR METRIC THREADED 1 ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Nominal rod diameter (mm) DESIGN INFORMATION Symbol Effectiveness factor for cracked concrete kc,cr Effectiveness factor for uncracked concrete kc,uncr Min. anchor spacing Min.
ESR-2322 | Most Widely Accepted and Trusted Page 16 of 44 TABLE 13—BOND STRENGTH DESIGN INFORMATION FOR METRIC THREADED 1,4 ROD IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Nominal rod diameter (mm) Temperature range B 3 Temperature range A 3 DESIGN INFORMATION Characteristic bond strength and minimum anchor embedment in cracked concrete Characteristic bond strength and minimum anchor embedment in uncracked concrete Characteristic bond strength and minimum anchor embedment in 2 cracked con
ESR-2322 | Most Widely Accepted and Trusted Page 17 of 44 1,4 TABLE 14—BOND STRENGTH DESIGN INFORMATION FOR METRIC THREADED ROD IN HOLES DRILLED WITH A CORE DRILL Nominal rod diameter (mm) Temperature 3 range A Characteristic bond strength and minimum anchor embedment in 2 uncracked concrete Permissible installation conditions Characteristic bond strength and minimum anchor embedment in uncracked concrete Temperature 3 range B DESIGN INFORMATION Dry concrete Water-saturated concrete Symbol τk,un
ESR-2322 | Most Widely Accepted and Trusted Page 18 of 44 TABLE 15—STEEL DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT HILTI HIS-N AND HIS-RN INSERTS 1 Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION HIS insert O.D.
ESR-2322 | Most Widely Accepted and Trusted Page 19 of 44 TABLE 16—CONCRETE BREAKOUT DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT HILTI HIS-N AND HIS-RN INSERTS Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION Effective embedment depth Effectiveness factor for cracked concrete Effectiveness factor for uncracked concrete Min. anchor spacing Min.
ESR-2322 | Most Widely Accepted and Trusted Page 20 of 44 TABLE 17—BOND STRENGTH DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT HILTI HIS-N 1,4 AND HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION Effective embedment depth Temperature 3 range B Temperature 3 range A HIS insert O.D.
ESR-2322 | Most Widely Accepted and Trusted Page 21 of 44 TABLE 18—BOND STRENGTH DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT 1,4 HILTI HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A CORE DRILL DESIGN INFORMATION Symbol HIS insert O.D.
ESR-2322 | Most Widely Accepted and Trusted Page 22 of 44 TABLE 19—STEEL DESIGN INFORMATION FOR METRIC HILTI HIS-N AND HIS-RN INSERTS 1 Nominal bolt/cap screw diameter (mm) DESIGN INFORMATION HIS insert O.D. HIS insert length Bolt effective cross-sectional area HIS insert effective crosssectional area ISO 3506-1 Class A4-70 Stainless ISO 898-1 Class 8.8 Nominal strength as governed by steel strength – ISO 898-1 Class 8.
ESR-2322 | Most Widely Accepted and Trusted Page 23 of 44 TABLE 20—CONCRETE BREAKOUT DESIGN INFORMATION FOR METRIC HILTI HIS-N AND HIS-RN INSERTS 1 Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION Effective embedment depth Symbol kc,cr Effectiveness factor for uncracked concrete kc,uncr Min.
ESR-2322 | Most Widely Accepted and Trusted Page 24 of 44 TABLE 21—BOND STRENGTH DESIGN INFORMATION FOR METRIC HILTI HIS-N AND 1,4 HIS-RN INSERTS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION Effective embedment depth Temperature 3 range B Temperature 3 range A HIS insert O.D.
ESR-2322 | Most Widely Accepted and Trusted Page 25 of 44 TABLE 22—BOND STRENGTH DESIGN INFORMATION FOR METRIC HILTI 1,4 HIS-N AND HIS-RN INSERTS IN HOLES DRILLED WITH A CORE DRILL Nominal bolt/cap screw diameter (in.) DESIGN INFORMATION Effective embedment depth hef 8 10 12 16 20 mm 90 110 125 170 205 (in.) (3.5) (4.3) (4.9) (6.7) (8.1) mm 12.5 16.5 20.5 25.5 27.5 (in.) (0.49) (0.65) (0.81) (1.00) (1.09) MPa 12.0 10.5 9.5 9.0 8.
ESR-2322 | Most Widely Accepted and Trusted Page 26 of 44 TABLE 23—STEEL DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT REINFORCING BARS 1 Bar size DESIGN INFORMATION Nominal bar diameter ASTM A 615 Gr. 60 ASTM A 615 Gr. 40 Bar effective cross-sectional area Nominal strength as governed by steel strength Reduction for seismic shear Symbol d Ase Nsa Vsa Units #3 #4 #5 #6 #7 3 1 5 3 7 /8 in. (mm) /2 /8 /4 1 1 /8 1 /4 1 (15.9) (19.1) (22.2) (25.4) (28.6) (31.8) 0.2 0.
ESR-2322 | Most Widely Accepted and Trusted Page 27 of 44 TABLE 24—CONCRETE BREAKOUT DESIGN INFORMATION FOR U.S. CUSTOMARY UNIT REINFORCING BARS Bar size DESIGN INFORMATION Symbol Effectiveness factor for cracked concrete kc,cr Effectiveness factor for uncracked concrete kc,uncr Min. bar spacing 3 Min.
ESR-2322 | Most Widely Accepted and Trusted Page 28 of 44 TABLE 25—BOND STRENGTH DESIGN INFORMATION FOR U.S.
ESR-2322 | Most Widely Accepted and Trusted Page 29 of 44 TABLE 26—BOND STRENGTH DESIGN INFORMATION FOR U.S.
ESR-2322 | Most Widely Accepted and Trusted Page 30 of 44 TABLE 27—STEEL DESIGN INFORMATION FOR EU METRIC REINFORCING BARS 1 Bar size DESIGN INFORMATION Nominal bar diameter Bar effective cross-sectional area Symbol d Ase DIN 488 BSt 550/500 Nsa Nominal strength as governed by steel strength Vsa Reduction for seismic shear Units 8 10 12 14 16 20 25 28 32 mm 8.0 10.0 12.0 14.0 16.0 20.0 25.0 28.0 32.0 (in.) (0.315) (0.394) (0.472) (0.551) (0.630) (0.787) (0.984) (1.
ESR-2322 | Most Widely Accepted and Trusted Page 31 of 44 TABLE 28—CONCRETE BREAKOUT DESIGN INFORMATION FOR EU METRIC 1 REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Bar size DESIGN INFORMATION Symbol Effectiveness factor for cracked concrete kc,cr Effectiveness factor for uncracked concrete kc,uncr Min. bar spacing 3 Min.
ESR-2322 | Most Widely Accepted and Trusted Page 32 of 44 TABLE 29—BOND STRENGTH DESIGN INFORMATION FOR EU METRIC 1,4 REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Bar size Temperature range B 3 Temperature range A 3 DESIGN INFORMATION Characteristic bond strength and minimum anchor embedment in cracked concrete Characteristic bond strength and minimum anchor embedment in uncracked concrete Characteristic bond strength and minimum anchor embedment in 2 cracked concrete Cha
ESR-2322 | Most Widely Accepted and Trusted Page 33 of 44 TABLE 30—BOND STRENGTH DESIGN INFORMATION FOR EU METRIC 1,4 REINFORCING BARS IN HOLES DRILLED WITH A CORE DRILL Bar size Permissible installation conditions Temperature 3 range B Temperature 3 range A DESIGN INFORMATION Characteristic bond strength and minimum anchor embedment in uncracked concrete Characteristic bond strength and minimum anchor embedment in 2 uncracked concrete Dry concrete Water-saturated concrete Symbol τk,uncr hef,min
ESR-2322 | Most Widely Accepted and Trusted Page 34 of 44 TABLE 31—STEEL DESIGN INFORMATION FOR CANADIAN METRIC REINFORCING BARS 1 Bar size DESIGN INFORMATION Nominal bar diameter Bar effective cross-sectional area CSA G30 Nominal strength as governed by steel strength Reduction for seismic shear Symbol d Ase Nsa Vsa Units 10 M 15 M 20 M 25 M 30 M mm 11.3 16.0 19.5 25.2 29.9 (in.) (0.445) (0.630) (0.768) (0.992) (1.177) 100.3 201.1 298.6 498.8 702.2 (0.155) (0.312) (0.
ESR-2322 | Most Widely Accepted and Trusted Page 35 of 44 TABLE 33—BOND STRENGTH DESIGN INFORMATION FOR CANADIAN METRIC 1,4 REINFORCING BARS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Bar size Temperature range B 3 Temperature range A 3 DESIGN INFORMATION Characteristic bond strength and minimum anchor embedment in cracked concrete Characteristic bond strength and minimum anchor embedment in uncracked concrete Characteristic bond strength and minimum anchor embedment in 2 cracked concret
ESR-2322 | Most Widely Accepted and Trusted Page 37 of 44 TABLE 35—ALLOWABLE STRESS DESIGN EXAMPLE Nominal anchor diameter Effective embedment depth do hef (in.) (in.) f’c α k Φ Nn Allowable tension load φNn/α (psi) (-) (-) (-) (lb) (lb) 3 2 /8 3 2,500 24 1.48 0.65 4,392 1,928 1 2 /4 3 2,500 24 1.48 0.65 5,472 2,403 5 3 /8 1 2,500 24 1.48 0.65 6,629 2,911 3 3 /2 1 2,500 24 1.48 0.65 7,857 3,450* 7 /8 3 /2 1 2,500 27 1.48 0.
ESR-2322 | Most Widely Accepted and Trusted Page 38 of 44 ca,min A N A 1/2-IN. A193 B7 ALL-THREAD A ANa Tmax s/2 s/2 d d ccr,Na A ANc hef h N N s s/2 s/2 d dbit c cr,Na ccr,Na ca,min A-A Specifications/assumptions: Dimensional parameters: hef s ca,min h d ASTM A193 Grade B7 all-thread rods, UNC thread, A 563 Grade HD hex nuts. Normal weight concrete, f′c = 4,000 psi. Seismic Design Category (SDC) B No supplementary reinforcing in accordance with ACI 318-05 D.1 will be provided.
ESR-2322 | Most Widely Accepted and Trusted Page 39 of 44 Calculation in accordance with ACI 318-05 Appendix D and this report ψ ec,N = 1.0 no eccentricity of tension load with respect to tension-loaded anchors ψ ed ,N = 0.7 + 0.3 ⋅ ca,min 1.5 hef ca ,min ≤ 1.5 hef for c a ,min = 2.5 < 1.5 ⋅ 9 2.5 = 0.76 1.5 ⋅ 9 ∴ψ ed,N = 0.7 + 0.3 ⋅ ψ c,N = 1.0 uncracked concrete assumed (kc,uncr = 24) ACI 318 Code Ref. Report Ref. D.5.2.4 D.5.2.5 and Eq. (D-11) - - - - - D.5.2.6 Table 8 D.5.2.
ESR-2322 | Most Widely Accepted and Trusted Page 40 of 44 Calculation in accordance with ACI 318-05 Appendix D and this report ψ g,Na = ψ g,Na0 ACI 318 Code Ref. s 0.5 4.0 0.5 + ⋅ (1 − ψ g,Na0 ) = 1.13 + ⋅ (1 − 1.13 ) = 1.06 scr,Na 12.4 ψ ec,Na = 1.0 no eccentricity - loading is concentric ψ p,Na = Na0 = max ca,min ; ccr,Na max 2.5 ; 6.2 = = 0.28 cac 22.5 τ k ,uncr · π · d · hef = 2,235 · π · 0.5 · 9.
ESR-2322 | Most Widely Accepted and Trusted FIGURE 5—INSTALLATION INSTRUCTIONS Page 41 of 44
ESR-2322 | Most Widely Accepted and Trusted FIGURE 5—INSTALLATION INSTRUCTIONS (Continued) Page 42 of 44
ESR-2322 | Most Widely Accepted and Trusted FIGURE 5—INSTALLATION INSTRUCTIONS (Continued) Page 43 of 44
ESR-2322 | Most Widely Accepted and Trusted FIGURE 5—INSTALLATION INSTRUCTIONS (Continued) Page 44 of 44
ICC-ES Evaluation Report ESR-2322 Supplement* Reissued February 1, 2012 This report is subject to renewal April 1, 2014. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-Installed Concrete Anchors REPORT HOLDER: HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879-8000 www.us.hilti.com HiltiTechEng@us.hilti.