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PERFORMANCE DATA 4t4aMro19Y?AVV4rS
<br /> Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete"
<br /> Minimum Concrete Compressive Strwtgth
<br /> Nominal Nominal = 01f0 psi "Pe-9,000 psi PO=6,OIID psi 1'u:8,000 psi
<br /> T. Anchor Embed. pc 2,500 psi Pc 3,
<br /> Size T ,rsD V T �s, Y Rm Tim Yr A5D T /m Vim
<br /> {M.) on.) Tension Shear Tension Shear Tension Shear Tension Shear Tom len Shear
<br /> pbs.) '; (tbs,) (Ibs) (Ibs} pbs.)
<br /> 3/8 2-318 1,005 1,205 1,070 1,320 1,175 1,445 1,345 1,445 1,480 1,445
<br /> 112 2-112 1,120 1,205 1,220 1,320 1,410 1,520 1,730 1,860 1 1,995 2,150
<br /> 3.3/4 2,030 2,235 2,225 2,235 2,570 2,235 3,145 2,235 1 3.630 2,235
<br /> 5/8 3-7/8 2,310 3,015 2,530 3,300 2,925 3,810 3,580 4,670 4,135 4,720
<br /> 4.7/8 3,455 4,720 3,790 4,720 4,375 4,720 5,355 4,720 6,185 4,720
<br /> 3/4 4-112 2,865 5,420 3,140 5.855 3,625 5,855 4,440 5,855 5,125 5,855
<br /> 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. Allavab!e load values are calculated using a conversion factor,ot,from Factored Design Strengths and conditions shoran on the previous page.
<br /> 2. Tabulated allavable load values assume 50%dead load and 50%live bad,pith controlling load combinaton 1.2D+1,6L.Calculated%relghted average for the conversion factor,
<br /> oe:1.2(0.5)+1.6(0.5)=1.4.
<br /> O Converted Allowable Loads for Power-Stud+ S02 In EMcracked Concrete'•2
<br /> Minimum Concrete Compressive Strength
<br /> m Nominal EbedNominal f'c=2 500 I PC=3,000 psi Vo=4 000 si t'c=6,000 psi 1'c=8,o00 psi
<br /> Anchor Embed. , Ps , P.
<br /> size I
<br /> ;D ([rt.) (!n,) 'Talmo V+ I.m T. nsD YOO TrsD VASD Tsaav, V�arm Tea;,u, Vf..xm.�sD
<br /> Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear
<br /> (Ibs,) (1110 abs.) Qbs.) (lbs,). (Ibs.) (ft.) (tbs.) (tbs.) (tbs,)
<br /> C 3/8 2-318 1,290 1,445 1,410 1,445 1,630 1,445 1,995 1,445 2,305 1,445
<br /> TV 1 1/2 2-1/2 1,575 1,695 1.725 1,660 1,995 2,145 2,445 2,235 2,820 2,235
<br /> 3-3/4 3,070 2,235 3,365 2,235 3,885 2,235 4,755 2,235 5,495 2,235
<br /> j 5/8 3-7/6 3,265 4,220 3,575 4,620 4,130 4,720 5,055 4,720 5,840 4,720
<br /> 0 1 4.7/8 4,880 4,720 5,345 4,720 6,175 4,720 7,005 4,720 7,005 4,720
<br /> 1 3/4 4.112 4,045 5,855 4,430 5,855 5,120 5,855 6,270 5,855 7,235 5,855
<br /> ry1 5-3/4 6,230 5,855 1 6,825 1 5,855 7,880 5,855 9,650 5,855 11,145 5,855
<br /> 1. Alavable bad values are calculated using a conversion factor,of,from Factored Design Strengths and conditions shown on the previous page.
<br /> 2. Tabulated allovrab!e load values assume 50%dead load and 50%Inge bad,vrith controlling bad combination 1.2D+1.6t.Calculated vxighted average for the conversion factor,
<br /> oc:1.2(0.5)+1,6(0.5)=1.4.
<br /> Ultimate and Allowable Load Capacities for Power-Stud+ SD2 In Ot",Grouted Filled Concrete Masonry'-','
<br /> Minimum Masonry Compressive Strength,
<br /> Nominal Pm=1,500 psi(10A MPa)
<br /> Minimum
<br /> Anchor Embedment Installation ullmate Allowable ullrnato Allowable
<br /> Size
<br /> Depth Locatlow Load Load Load load
<br /> In. (mm) Tension Tension Shear Shear � ' % T
<br /> ("m) Ibs. tbs, Ibs, tbs. r
<br /> ON) (kN) (kN)
<br /> Wall Face/End
<br /> 3/8 2-1/2 Min.2 1/2"Edge and 1,670 335 2,075 415
<br /> G (9,5) (50.8) End Distances (7.4) (1.5) (9.2) (1.8)
<br /> Wall Face/End
<br /> 2-112 Min.3"Edge and 21295 460 1,310 260 Face Shell
<br /> 112 (50.8) End Distances (10,2) (2,0) (5.8) (1,2) Permissible Anchor Locations
<br /> (12.7) 3-3/4 Top of Waif 3,320 665 1,140 230 Nn-halched Area l Through Face Shell)
<br /> (95.3) Min 1-3/4"Edge and 4" (14.8) (3.0) PA) (1.0)
<br /> 52 Edge Distances
<br /> 0
<br /> 1, Tabulated load values are for anchors Installed in minimum 6 inch%ride,minimum Grade N,Type II,lighhVdght,mediunrhveight or normal-welght concrete masamr units conforming to ASTNI
<br /> C 90.Mortar must be minimum Type N.Masonry compressive sbengfh must be at the specified minimum at the time of lnslaliatbn.
<br /> 0 2. Nlavable bad capacities listed are calcoWed using and applied safety factor of 5.0.Consideration of safety factors of 10 or higher may be necessary depending upon the application such as
<br /> life safety.
<br /> 3. Anchor installations into grouted masonry vralls are limited to one per masonry cell.
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