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<br /> FASTENING INNOVATIONS PERFORMANCE DATA
<br /> Factored Design Strength (ON, and OVJ Calculated in Accordance with ACI 318 Appendix D:
<br /> 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal-
<br /> weight concrete with minimum slab thickness,ha =hmm,and with the following conditions: •
<br /> car is greater than or equal to the critical edge distance,c.(table values based on cm=c.).
<br /> ca:is greater than or equal to 1.5 times cai.
<br /> 2- Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the
<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 Cal,
<br /> and pryout strength in shear are calculated using the effective embedment values,ha,for the selected ,.
<br /> anchors as noted in the design information tables.Please also reference the installation specifications for .y '
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<br /> more information. "' ' -�- hay"
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<br /> 3- Strength reduction factors(e)were based on ACI 318 Section 9.2 for load combinations.Condition B
<br /> is assumed.
<br /> 4- Tabular values are permitted for static loads only,seismic loading is not considered with these tables.
<br /> .-
<br /> 5- For designs that include combined tension and shear,the interaction of tension and shear loads must be
<br /> calculated in accordance with ACI 318 Appendix D.
<br /> 6- Interpolation is not permitted to be used with the tabular values. For intermediate base material
<br /> compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic
<br /> considerations please see ACI 318 Appendix D.
<br /> • , O N�
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<br /> Tension and Shear Design Strengths for Power-Stud+ SD2 in Cracked Concrete +o
<br /> Minimum Concrete Compressive Strength ® Ln
<br /> Nominal Nominal fc=2,500 psi f'c=3,000 psi f'c=4,000 psi f'c=6,000 psi f'c=8,000 psi Q Q
<br /> Anchor Embed.
<br /> Diameter h- ,�Nn yOvn ,��Nn Vn 0,�1Nn yoVn 01 n yOvn 01 n Vn W
<br /> (in.) (in') Te sion Shear T nsion Sear Tension Shear Tension Shear Tension Sear �aC�
<br /> (lbs.) (lbs.) (lbs.) (Ibs.) (tbs.) (Ibs.) (lbs.) (Ibs.) (Ibs.) (Ibs.)
<br /> 3/8 2-3/8 1,405 1,685 1,495 1,845 1,645 1 1,885 1 2,075 1
<br /> 2 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 W
<br /> 3-3/4 2,845 1 3,115 1 3,595 1 4,405 1 5,085 1
<br /> 5/8
<br /> 3-7/8 3,235 4,220 3,545 4,620 4,095 5,335 5,015 6,535 5,790
<br /> a
<br /> 4-7/8 4,840 . . 1 5,305 . . 1 6,125 . . 1 7,500 . . 1 8,660 . . 1
<br /> 4-1/2 4,010 7,590 4,395 5,075 6,215 7,175
<br /> 3/4
<br /> 5-3/4 5,065 5,550 6,410 7,850 9,065 '
<br /> ❑ 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 fc=4,000 psi f'c=6,000 psi f'c=8,000 psi
<br /> Anchor Embed.
<br /> Diameter h. 01 n lbVn ON, Vn l�Nn S 0Vn 01 n l�Vn 01 n �1Vn
<br /> (in.) (in•) Tension Shhear Tension Star Tension ear Tension Shhear Tension Shhear
<br /> (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.)
<br /> 3/8 2-3/8 1,805 1 1,975 1 2,280 1 2,795 1 3,225 1
<br /> 2-1/2 2,205 2,375 2,415 2,605 •1 3,005 3,420 1 3,945 1 0
<br /> 1/2
<br /> 3-3/4 4,300 1 4,710 1 5,440 1 6,660 1 7,690 1
<br /> 3-7/8 4,570 5,905 5,005 6,470 5,780 1 7,080 1 8,175 1
<br /> 5/8 0
<br /> 4-7/8 6,835 . . 1 7,485 . . 1 8,645 . . 1 '
<br /> 4-1/2 5,665 6,205 7,165 8,775 10,130 0
<br /> 3/4
<br /> 5-3/4 8,720 9,555 11,030 13,510 15,600
<br /> 0
<br /> ❑-Anchor Pullout/Pryout Strength Controls■-Concrete Breakout Strength Controls■-Steel Strength Controls
<br /> 0
<br /> x
<br /> v
<br /> z
<br /> Factored design strengths may be converted to allowable loads using an appropriate conversion factor,o(,for the controlling load combination. a
<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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