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?owers <br /> FASTENING INNOVATIONS PERFORMANCE DATA <br /> Shear Design Information"'s CIC,C-ES ESR--2502111 <br /> Nominal Anchor Diameter(inch) <br /> Design Characteristic Notation Units <br /> 318 1/2 5/8 3/4 <br /> Anchor catcgoiy 7 of 3 1 1 1 1 <br /> STEEL STRENGTH IN SHEAR(ACI 318-1417.S.1 or ACI 318-11 D.6.1), <br /> Minimum specified yield strength(threads) f, ksi 76.8 68.0 68.0 56.0 <br /> (N/mm) (530) (469) (469) (386) <br /> ksi Minimum specified ultimate tensile strength(threads) fna 88.0 88.0 80. <br /> (N/mm) (690)690) (607) (607) (551) <br /> Effective tensile stress area(threads) A. in'Z 0.0775 0.1419 0.2260 0.3345 <br /> (mm) (50.0) (65.7) (104.9) (215.8) <br /> V. 3,115 4,815 10,170 12,610 <br /> Steel strength in shears V <br /> (kN) (13.9) (21.4) (45.2) (56.1) <br /> Reduction factor for steel strength' 0.65 <br /> CONCRETE BREAKOUT STRENGTH IN SHEAR(ACI 318-1417.5.2 or ACI 318-11 D.6.2)` <br /> Load bearing length of anchor in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 <br /> (her or 8do,whichever is less) (mm) (51) (51) (83) (83) (108) (95) (127) o <br /> Reduction factor for concrete breakout strength' 0.70(Condition B) Q <br /> PRYOUT STRENGTH IN SHEAR(ACI 318-14 17.5.3 or ACI 318-11 D.6.3y t w <br /> �!Q <br /> Coefficient for pryout strength k, 1.0 1.0 2.0 2.0 2.0 2.0 2.0 +.o <br /> 1.0 for he<2.5 in.,2.0 for her z 2.5 in. <br /> Characteristic pullout strength, in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 Q3 <br /> cracked concrete(2,500 psi)' he` (mm) (51) (51) (83) (83) (108) (95) (127) LLj <br /> Reduction factor for pullout strength' 0.70(Condition B) Q <br /> STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS(ACI 318-1417.2.3.3 or ACI 318-11 D.3.3.3) as <br /> Steel Strength in shear,seismic' V�,eq lb 2,460 4,815 6,770 8,060 <br /> (kN) (11.0) (21.4) (30.1) (35.9) <br /> Reduction factor for pullout strength' 0.65(Condition B) <br /> 1. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318 Appendix D,as applicable;for anchors resisting seismic load combinations O <br /> the additional requirements of ACI 318-14 17.2.3 or ACI 318 D.3.3 shall apply,as applicable. <br /> 2. Installation must comply with published instructions and details. a <br /> 3. All values of 0 were determined from the load combinations of IBC Section 1605.2,ACI 318-14 Section 5.3 or ACI 318 Section 9.2.If the load combinations of ACI 318-11 Appendix C <br /> are used,then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4.For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, <br /> as applicable,requirements for Condition A,see ACI 318-14 17.3.3 or ACI 318-11 D.4.3,for the appropriate 0 factor when the load combinations of IBC Section 1605.2,ACI 3 18-14 <br /> Section 5.3 or ACI 318 Section 9.2 are used. <br /> 4. The Power-Stud+SD2 is considered a ductile steel element as defined by ACI 318-14 2.3 or ACI 318-11 D.1,as applicable. <br /> 5, Reported values for steel strength in shear are based on test results per ACI 355.2,Section 9.4 and shall be used for design. <br /> 6. Anchors are permitted to used in sand-lightweight concrete provided that Vn and Vcp are multiplied by a factor of 0.60(not required for steel deck). <br /> 7. Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2,Section 9.6. <br /> 8. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies;see installation details A,B,C and D. <br /> 3 <br /> 0 <br /> 0 <br /> O <br /> 0 <br /> x <br /> v <br /> z <br /> v <br /> z <br /> x <br /> v <br /> a <br /> v <br /> www.powers.com 6 <br />