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PERFORMANCE DATA (ASD)
<br />ANCHORS A FASTENERS
<br />PERFORMANCE DATA
<br />Converted Allowable Loads for Power -Stud+ SD2 in Cracked Concrete' I
<br />Minimum Concrete Compressive Strength
<br />Nominal
<br />Anchor
<br />Nominal
<br />Embed.
<br />rc c 2,500 si
<br />P
<br />f'c c 3,000 si
<br />P
<br />Pc c 4,000 si
<br />P
<br />Pc c 6,000 si
<br />P
<br />Pc c 8,000 si
<br />P
<br />Size
<br />(in.)
<br />him
<br />(in•)
<br />T°irtr°em,rao
<br />v11-cli°pso
<br />T°im,°em,rao
<br />v°lo bbpso
<br />11im ra,rao
<br />v°in„°ea,aso
<br />T°im,°eapso
<br />v°in„°ea,aso
<br />T°u-bi,pso
<br />v°in„°em,rao
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />(Ibs.)
<br />(Ibs.)
<br />3/8
<br />2-3/8
<br />1,005
<br />1,205
<br />1,070
<br />1,320
<br />1,175
<br />1,445
<br />1,345
<br />1,445
<br />1,480
<br />1,445
<br />2-1/2
<br />1,120
<br />1,205
<br />1,220
<br />1,320
<br />1,410
<br />1,520
<br />1,730
<br />1,860
<br />1,995
<br />2,150
<br />3-3/4
<br />2,030
<br />2,235
<br />2,225
<br />2,235
<br />2,570
<br />2,235
<br />3145
<br />2,235
<br />3,630
<br />2,235
<br />3-7/8
<br />2,310
<br />3,015
<br />2,530
<br />3,300
<br />2,925
<br />3,810
<br />3,580
<br />4,670
<br />4,135
<br />4,720
<br />5/8
<br />4-7/8
<br />3,455
<br />4,720
<br />3,790
<br />4,720
<br />4,375
<br />4,720
<br />5,355
<br />4,720
<br />6,185
<br />4,720
<br />4-1/2
<br />2,865
<br />5,420
<br />3,140
<br />5,855
<br />3,625
<br />5,855
<br />4,440
<br />5,855
<br />5,125
<br />5,855
<br />3/4
<br />5-3/4
<br />3,620
<br />51855
<br />31965
<br />5,855
<br />4,580
<br />5,855
<br />5,605
<br />5,855
<br />6,475
<br />5,855
<br />1. Alowable load values are calculated using a conversion factor, of, hour Factored Design Strength Tables and conditions shown previously.
<br />2. Tabulated allowable load values assume 50 % dead load and 50 % live load, with controlling load combination 1 2D + 1.5L. Calculated weighted average for the conversion factor,
<br />of 1 2(0.5) + 1.6(0.5) - 1.4.
<br />Converted Allowable Loads for Power -Stud+ SD2 in Uncracked Concrete' 2
<br />Minimum Concrete Compressive Strength
<br />Nominal
<br />Anchor
<br />Nominal
<br />Embed.
<br />rc c 2,500 psi
<br />P
<br />f'c c 3,000 si
<br />P
<br />Pc c 4,000 si
<br />P
<br />Pc c 6,000 si
<br />P
<br />Pc c 8,000 si
<br />P
<br />Size
<br />(in.)
<br />him
<br />(in•)
<br />T°"', bb,rao
<br />v°m°pso
<br />T°im,°ev,rao
<br />v°l-blpso
<br />11im ra,rao
<br />v°in„°ea,aso
<br />T°im,°eapso
<br />v°in„°ea,aso
<br />T°uo.°ei°pso
<br />v°in„°ev,rao
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />Tension
<br />Shear
<br />(Ibs.)
<br />(Ibs.)
<br />(Ibs.)
<br />3/8
<br />2-3/8
<br />1,290
<br />1,445
<br />1,410
<br />1,445
<br />1,630
<br />1,445
<br />1,995
<br />1,445
<br />2,305
<br />1,445
<br />/2
<br />2-1/2
<br />1,575
<br />1,695
<br />1,725
<br />1,860
<br />1,995
<br />2,145
<br />2,445
<br />2,235
<br />2,820
<br />2,235
<br />1
<br />3-3/4
<br />3,070
<br />2,235
<br />3,365
<br />2,235
<br />3,885
<br />2,235
<br />4,755
<br />2,235
<br />5,495
<br />2,235
<br />3-7/8
<br />3,265
<br />4,220
<br />3,575
<br />4,620
<br />4,130
<br />4,720
<br />5,055
<br />4,720
<br />5,840
<br />4,720
<br />5/8
<br />4-7/8
<br />4,880
<br />4,720
<br />5,345
<br />4,720
<br />6,175
<br />4,720
<br />7,005
<br />4,720
<br />7,005
<br />4,720
<br />4-1/2
<br />4,045
<br />5,855
<br />4,430
<br />5,855
<br />5,�26
<br />5,855
<br />6,270
<br />5,855
<br />7,235
<br />5,855
<br />3/4
<br />`5-3/4
<br />6,230
<br />5,855
<br />6,825
<br />5,855
<br />7,888
<br />5,855
<br />9,655
<br />5,855
<br />11,145
<br />1 5,855
<br />1. Alowable load values are calculated using a conversion factor, of, hour Factored Design Strength Tables and conditions shown previously.
<br />2. Tabulated allowable load values assume 50 % dead load and 50 % live load, with controlling load combinaton 1 2D + 1.5L. Calculated weighted average for the conversion factor,
<br />of 1 2(0.5) + 1.6(0.5) - 1.4.
<br />Ultimate and Allowable Load Capacities for Power -Stud+ SD2 in Grouted Filled Concrete Masonry' 33 0
<br />Minimum Masonry Compressive Strength,
<br />film
<br />f'c 1,500 psi (10A hill
<br />NomInstallation
<br />Anchor
<br />Torque
<br />Minimum
<br />Embedment
<br />Installation
<br />Ulimate
<br />Allowable
<br />Ulimate
<br />AllowableA
<br />Size
<br />Depth
<br />Location'
<br />Load
<br />Load
<br />Load
<br />Load
<br />t. Ib.in.
<br />(mm)
<br />Tension
<br />Tension
<br />Shear
<br />ShearN-m)
<br />lbs.
<br />lbs.
<br />lbs.
<br />lbs.(kill
<br />(�)
<br />(kill
<br />(�)20
<br />2-1/2
<br />Wall Face or End
<br />1 670
<br />335
<br />2,075
<br />415&'Fl3/8
<br />(27)
<br />(51)
<br />Mln EQge and
<br />(74)
<br />(1 5)
<br />(92)
<br />(1 8)��,
<br />l
<br />nd Dis
<br />End Distances
<br />Wall Face
<br />2-1/2
<br />Wall Face or End
<br />2,P95
<br />460
<br />1,310
<br />260
<br />(51)
<br />Min. 3" Edge and
<br />(102)
<br />(20)
<br />(5.8)
<br />(t2)
<br />Permissible Anchor Locations
<br />V2
<br />40
<br />End Distances
<br />Nn-naahmdaaat
<br />r3(93/4-
<br />Top otWall
<br />3,320
<br />665
<br />1,140
<br />230
<br />(54)
<br />5)
<br />MIn. b3/4" EQge and
<br />(14.8)
<br />(3.0)
<br />(5.1)
<br />(1 0)
<br />4^ End Distances
<br />1. Tabula@d load values are for anchors installed in minimum 6- inch wide, minimum Grade N,Type ll, lightweight medium weight or normal- weight concrete masonry units conforming to ASTM
<br />090. Mortar must be Type N, S or M. Masonry compressive strength must be at the specified minimum at the time of installation.
<br />2. Alowable 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 such as
<br />life safety.
<br />3. Anchor in stallatons into grouted masonrywalls are limited to one per masonrycell. The tabulatedvalues are for anchors installed ata minimum of 16 anchor diameters on center for 100
<br />percent capadty.
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