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<br /> PERFORMANCE DATA
<br /> FASTENING INNOVATIONS
<br /> m
<br /> ftConverted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete' \•.,e/
<br /> A
<br /> IMinimum Concrete Compressive Strength
<br /> 31 Nominal Nominal f'c=2,500psi f'c=3,000psi f'c=4,000psi f'c=6,000psi f'c=8,000 psi
<br /> 2 Anchor Embed.
<br /> Size h..:
<br /> MI (in.)
<br /> Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear
<br /> g ..,
<br /> (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.)
<br /> r '"^' 3/8 2-3/8 1,005 1,205 1,070 1,320 1,175 1,445 1,345 1,445 1,480 1,445
<br /> 1/2 2-1/2 1,120 1,205 1,220 1,320 1,410 1,520 1,730 1,860 1,995 2,150
<br /> 2 3-3/4 2,030 2,235 2,225 2,235 2,570 2,235 3,145 2,235 3,630 2,235
<br /> ili 3-7/8 2,310 3,015 2,530 3,300 2,925 3,810 3,580 4,670 4,135 4,720
<br /> 5/8
<br /> 0 4-7/8 3,455 4,720 3,790 4,720 4,375 4,720 5,355 4,720 6,185 4,720
<br /> XI 3/4 4-1/2 2,865 5,420 3,140 5,855 3,625 5,855 4,440 5,855 5,125 5,855
<br /> in 5-3/4 3,620 5,855 3,965 5,855 4,580 5,855 5,605 5,855 6,475 5,855
<br /> 1. Allowable load values are calculated using a conversion factor,a,from Factored Design Strengths and conditions shown on the previous page.
<br /> 2. Tabulated allowable load values assume 50%dead load and 50%live load,with controlling load combination 1.2D+1.6L.Calculated weighted average for the conversion factor,
<br /> E 'V a:1.2(0.5)+1.6(0.5).1.4.
<br /> -0O
<br /> rip ii
<br /> x C Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete.'
<br /> a
<br /> Minimum Concrete Compressive Strength
<br /> Nominal Nominal
<br /> Lel Anchor Embed. 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 /> mmal Size h.:
<br /> (Iize
<br /> C n.)
<br /> Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear
<br /> o v (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.)
<br /> 19 3/8 2-3/8 1,290 1,445 1,410 1,445 1,630 1,445 1,995 1,445 2,305 1,445
<br /> 4 2-1/2 1,575 1,695 1,725 1,860 1,995 2,145 2,445 2,235 2,820 2,235
<br /> 1/2
<br /> O 3-3/4 3,070 2,235 3,365 2,235 3,885 2,235 4,755 2,235 5,495 2,235
<br /> N 3-7/8 3,265 4,220 3,575 4,620 4,130 4,720 5,055 4,720 5,840 4,720
<br /> 5/8 -
<br /> 4-7/8 4,880 4,720 5,345 4,720 6,175 4,720 7,005 4,720 7,005 4,720
<br /> 4-1/2 4,045 5,855 4,430 5,855 5,120 5,855 6,270 5,855 7,235 5,855
<br /> 3/4
<br /> 5-3/4 6,230 5,855 6,825 5,855 7,880 5,855 9,650 5,855 11,145 5,855
<br /> 1. Allowable load values are calculated using a conversion factor,a,from Factored Design Strengths and conditions shown on the previous page.
<br /> 2. Tabulated allowable load values assume 50%dead load and 50%live load,with controlling load combination 1.2D+1.6L.Calculated weighted average for the conversion factor,
<br /> a:1.2(0.5)+1.6(0.5)=1.4.
<br /> Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in
<br /> Grouted Filled Concrete Masonry''' .110.
<br /> Minimum MasonryCompressive Strength,,
<br /> Nominal f'm=1,500 psi(10.4 MPa)
<br /> 4 Anchor Minimum
<br /> Embedment Installation Ulimate Allowable Ulimate Allowable w H
<br /> ✓ Size r`...De Depth Location' Load Load Load Load J-
<br /> (mm) (mm) Tension Tension Shear Shear I, Il M��i T
<br /> lbs. lbs. lbs. lbs. , o�//ff Mw.,
<br /> (kN) (kN) (kN) (kN) mF°0„Db1Y'.
<br /> n 4
<br /> z 3/8 2-1/2 Wall Face/End 1,670 335 2,075 4151.11111 Grout
<br /> (9.5) (50.8) Min.2-1/2"Edge and (7.4) (1.5) (9.2) (1.8) , ®my(hp)
<br /> End Distances
<br /> n�r
<br /> z
<br /> Chlt.eb 0*
<br /> O 2-1/2 Wall Face/End 2,295 460 1,310 260
<br /> Min.3" Edge and Face Shell
<br /> 1/2 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) Permissible Anchor Locations
<br /> `^ (12.7) TO of Wall (Un-hatched Area/Through Face Shell)
<br /> 3-3/4 Min.1-
<br /> 3/4" Ed e and 3,320 665 1,140 230
<br /> (95.3) g (14.8) (3.0) (5.1) (1.0)
<br /> 2▪:74"Edge Distances
<br /> 0 1. Tabulated load values are for anchors installed in minimum 6-inch wide,minimum Grade N,Type II,lightweight medium-weight or normal-weight concrete masonry units conforming to
<br /> A ASTM C 90.Mortar must be minimum Type N.Masonry compressive strength must be at the specified minimum at the time of installation.
<br /> 7 2. Allowable load capacities listed are calculated using and applied safety factor of 5.0.Consideration of safety factors of 10 or higher may be necessary depending upon the application
<br /> e such as life safety.
<br /> 3. Anchor installations into grouted masonry walls are limited to one per masonry cell.
<br /> 9 www.powers.com
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