Laserfiche WebLink
?owers <br /> FASTENING INNOVATIONS PERFORMANCE DATA <br /> in <br /> Shear Design Information'" C OUIICC-ES LISTED a���lo <br /> 0 <br /> Nominal Anchor Diameter(inch) <br /> Design Characteristic Notation Units <br /> 318 112 5/8 3/4 V <br /> Anchor category 1,2 oi 3 1 1 i i 2 <br /> STEEL STRENGTH IN SHEAR(ACI 318-14 17.5.1 or ACI 318-11 D.6.1)' CC <br /> Minimum specified yield strength(threads) f, ksi 76.80 6698.0 (469)68.0 56.0 Q <br /> (N/mm2) (530) (469) (386) <br /> Minimum specified ultimate tensile strength(threads) f� ksi(N/mm2) ((690) (607)88.0 88.0 80.01V <br /> (607) (551) <br /> 2 <br /> Effective tensile stress area(threads) AK V (mm)im'7 0.0775 0.1419 0.2260 0.3345 CC <br /> - (65.7) (104.9) _ (215.8) <br /> Steel strength in shears V. lb 3,115 4,815 10,170 12,610 1 <br /> (kN) (13.9) (21.4) (45.2) (56.1) V <br /> Reduction factor for steel strength" 0 - 0.65 LLI <br /> CONCRETE BREAKOUT STRENGTH IN SHEAR(ACI 318-14 17.5.2 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 8d.,whichever is less) (mm) (51) (51) (83) (83) (108) (95) (127) <br /> Reduction factor for concrete breakout strength' 0 - 0.70(Condition B) N-� <br /> Q V <br /> PRYOUT STRENGTH IN SHEAR(ACI 318-14 17.5.3 or ACI 318-11 D.6.3)' <br /> tel <br /> Coefficient for pryout strength 2 <br /> - <br /> 1.0 1.0 2.0 2.0 2.0 2.0 2.0 'f"-o <br /> 1.0 for her<2.5 in.,2.0 for her>_2.5 in. L71- <br /> Characteristic pullout strength, in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 ro <br /> cracked concrete(2,500 psi)6 (mm) (51) (51) (83) (83) (108) (95) (127) 0 w <br /> Reduction factor for pullout strength' 0 - 0.70(Condition B) loft w <br /> STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS(ACI 318-14 17.2.3.3 or ACI 318-11 D.3.3.3) tin-2 <br /> Steel Strength in shear, ismic' Vim,e4 lb 2,460 4,815 6,770 8,060 <br /> g (kN) (11.0) (21.4) (30.1) (35.9) W - <br /> se <br /> Reduction factor for pullout strength' 0 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 0 <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 318-14 <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 Vb and V.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 /> c. <br /> c <br /> D <br /> R <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> o <br /> S <br /> v <br /> Z <br /> Q <br /> Q <br /> V <br /> a <br /> Q <br /> S <br /> a <br /> Q <br /> w <br /> www.powers.com 6 <br />