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DEWAVT_ <br /> ENGINEERED BY?owers PERFORMANCE DATA <br /> Shear Design Information'z 8 (ICC-Es ESR-502) <br /> Design Characteristic Notation Units Nominal Anchor Diameter(inch) <br /> 318 1/2 5/8 3/4 <br /> Anchor category 1,2 or 3 - 1 1 1 1 <br /> STEEL STRENGTH IN SHEAR(ACI 318-14 17.5.1 or ACI 318-11 D.6.1)' <br /> Minimum specified yield strength(threads) fy (N/mm)ksi 2 76.8 68.0 68.0 56.0 <br /> (530) (469) (469) (386) <br /> 80.0 <br /> Minimum specified ultimate tensile strength(threads) 6ksi 100. 88. <br /> M/mm� (690) (60707) (607) (55151) <br /> Effective tensile stress area(threads) Aso,v in' 0.0775 0.1419 0.2260 0.3345 <br /> (mm) (50.0) (65.7) (104.9) (215.8) <br /> Steel strength in shears Vsa lb 3,115 4,815 10,170 12,610 <br /> (N) (13.9) (21.4) (45.2) (56.1) <br /> Reduction factor for steel strength' 0.65 <br /> CONCRETE BREAKOUT STRENGTH IN SHEAR(ACI 318-14 17.5.2 or ACI 318-11 D.6.2)1 <br /> Load bearing length of anchor in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 <br /> _(hof or 8do,whichever is less) 20 (mm) (51) (51) (83) (83) (108) (95) (127) <br /> Reduction factor for concrete breakout strength' 0.70(Condition B) <br /> PRYOUT STRENGTH IN SHEAR(ACI 318-14 17.5.3 or ACI 318-11 0.6.3)1 cm 0 <br /> Coefficient for pryout strength 0 <br /> Ka 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Q <br /> 1.0 for hof<2.5 in.,2.0 for hof>_2.5 in. y Q <br /> Effective Embedment hoI in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 C__ <br /> (mm) (51) (51) (83) (83) (108) (95) (127) + <br /> Reduction factor for pullout strength' 0.70(Condition B) Q cz <br /> STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS(ACI 318-14 17.2.3.3 or ACI 318-11 D.3.3.3) 0 j <br /> Steel Strength in shear,seismic' Vsa,ea lb 2,460 4,815 6,770 8,060 M <br /> (kN) (11.0) (21.4) (30.1) (35.9) y70 <br /> Reduction factor for pullout strength' 0.65(Condition B) 1 3: <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 the W 0 <br /> U <br /> additional requirements of ACI 318-1417.2.3 or ACI 318 D.3.3 shall apply,as applicable. W = <br /> Cz <br /> 2. Installation must comply with published instructions and details. F= <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 O <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,as <br /> applicable,requirements for Condition A,see ACI 318-1417.3.3 or ACI 318-11 D.4.3,for the appropriate 0 factor when the load combinations of IBC Section 1605.2,ACI 318-14 Section 5.3 w <br /> 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 DA,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 be used in sand-lightweight concrete provided the modification factor L equal to 0.8X is applied to all values of f c affecting Na and Va.X shall be determined in <br /> accordance with the corresponding version of ACI 318. <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 /> U <br /> Js <br /> 2¢ <br /> Q <br /> O <br /> N <br /> O <br /> 2 <br /> U <br /> Z <br /> Q <br /> Q <br /> U <br /> Z <br /> Q <br /> 2 <br /> U <br /> U <br /> Z <br /> 2 <br /> U <br /> H <br /> 1-800-4 DEWALT <br />