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<br /> FASTENING INNOVATIONS PERFORMANCE DATA
<br /> Factored Design Strength (ON.and ¢Vn) Calculated in Accordance with ACI 318 Appendix D: VI
<br /> 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal- CC
<br /> weight concrete with minimum slab thickness,ha =h..,and with the following conditions: O
<br /> - G,is greater than or equal to the critical edge distance,c (table values based on Cra =cr).
<br /> - ca2 is greater than or equal to 1.5 times Ca,. V
<br /> 2- Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the .-:-2--:
<br /> controlling failure mode is listed.(e.g.For tension:steel,concrete breakout and pullout;For shear:steel,
<br /> concrete breakout and pryout).Furthermore,the capacities for concrete breakout strength in tension tat CC pryout strength in shear are calculated using the effective embedment values,he,for the selected I
<br /> anchors as noted in the design information tables.Please also reference the installation specifications for ' J
<br /> more information. .-;-" - Q
<br /> 3- Strength reduction factors(e)were based on ACI 318 Section 9.2 for load combinations.Condition B - - • . - V
<br /> is assumed. '- '- m
<br /> 4- Tabular values are permitted for static loads only,seismic loading is not considered with these tables. `" • -` . -`• ', • ` 2
<br /> `-
<br /> 5- For designs that include combined tension and shear,the interaction of tension and shear loads must be
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<br /> calculated in accordance with ACI 318 Appendix D. V
<br /> 6- Interpolation is not permitted to be used with the tabular values. For intermediate base material W
<br /> compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic E
<br /> considerations please see ACI 318 Appendix D.
<br /> PDA .- ov
<br /> Tension and Shear Design Strengths for Power-Stud+ SD2 in Cracked Concrete .o
<br /> Minimum Concrete Compressive Strength 0
<br /> Nominal Nominal f'c=2,500 psi f'c=3,000 psi f'c=4,000 psi f'c=6,000 psi f'c=8,000 psi Q
<br /> Anchor Embed. W
<br /> Diameter h:,, Nn thVn /Nn �iVn Nn Vn �Nn Vn Nn rbVn
<br /> (in.) (in.) Tension Shear Tension Shear Tension Sear T nsion Sear T�sion Shear Il►
<br /> (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ill--cci3
<br /> 3/8 2-3/8 1,405 1,685 1,495 1,845 1,645 2,025 1,885 2,025 2,075 2,025 c 5
<br /> 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010
<br /> 1/2
<br /> 3-3/4 2,845 3,130 3,115 3,130 3,595 3,130 4,405 3,130 5,085 3,130 S
<br /> 3-7/8 3,235 4,220 3,545 4,620 4,095 5,335 5,015 6,535 5,790 6,610 0
<br /> 5/8 a
<br /> 4-7/8 4,840 €11C1 5,305 6,610 6,125 6,610 7,500 6,610 8,660 6,610
<br /> 4-1/2 4,010 7,590 4,395 8,195 5,075 8,195 6,215 8,195 7,175 8,195
<br /> 3/4
<br /> 5-3/4 5,065 8,195 5,550 8,195 6,410 8,195 7,850 8,195 9,065 8,195
<br /> 1 ❑-Anchor Pullout/Pryout Strength Controls❑-Concrete Breakout Strength Controls■-Steel Strength Controls
<br /> Tension and Shear Design Strengths for Power-Stud+SD2 in Uncracked Concrete
<br /> Minimum Concrete Compressive Strength
<br /> Nominal Nominal f'c=2,500 psi f'c=3,000 psi f'c=4,000 psi f'c=6,000 psi f c=8,000 psi
<br /> Anchor Embed.
<br /> Diameter h,.- (1Nn (iVn r�Nn Vn ONn OVn r�Nn Vn (pNn i rVn
<br /> (in.) (in.) Tension Shear Tension Sear Tension Siear Tension Sear Tension Sear
<br /> (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.)
<br /> 3'8 2-3/8 1,805 2,025 1,975 2,025 2,280 2,025 2,795 2,025 3,225 2,025
<br /> 2-1/2 2,205 2,375 2,415 2,605 2,790 3,005 3,420 3,130 3,945 3,130 0
<br /> 1/2
<br /> 3-3/4 4,300 3,130 4,710 3,130 5,440 3,130 6,660 3,130 7,690 3,130
<br /> 3-7/8 4,570 5,905 5,005 6,470 5,780 6,610 7,080 6,610 8,175 6,610
<br /> 5,8 4-7/8 6,835 6,610 7,485 6,610 8,645 6,610 9,810 6,610 9,810 6,610 0
<br /> 4-1/2 5,665 8,195 6,205 8,195 7,165 8,195 8,775 8,195 10,130 8,195
<br /> 3/4
<br /> 5-3/4 8,720 8,195 9,555 8,195 11,030 8,195 13,510 8,195 15,600 8,195 0
<br /> ❑-Anchor Pullout/Pryout Strength Controls❑-Concrete Breakout Strength Controls■-Steel Strength Controls
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<br /> Factored design strengths may be converted to allowable loads using an appropriate conversion factor,ot,for the controlling load combination. zi
<br /> See ICC-ES ESR-2502 or contact Powers for more information regarding the procedure to convert factored design strengths to allowable loads. a
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<br /> www.powers.com 8
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