Product Technical Guides : CA-EN Direct Fastening - Volume 1 Edition 22 | Page 37

Direct Fastening Technical Guide , Edition 24
3.2.6.3 TECHNICAL DATA
Ultimate loads in normal weight concrete 1 , 2
Fastener
Shank diameter in . ( mm )
Minimum embedment in . ( mm )
Tension lb ( kN )
Concrete compressive strength 2000 psi 4000 psi 6000 psi 8000 psi
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
X-U
Universal Fastener
X-P
Premium Concrete Fastener
0.157 ( 4.0 )
0.157 ( 4.0 )
3 / 4
( 19 )
570
( 2.5 )
840
( 3.7 )
705
( 3.1 )
765
( 3.4 )
790
( 3.5 )
1020
( 4.5 )
-
-
1
( 25 )
855
( 3.8 )
1060
( 4.7 )
995
( 4.4 )
1380
( 6.1 )
1135
( 5.1 )
1630
( 7.3 )
-
-
1-1 / 4
( 32 )
1225
( 5.5 )
1865
( 8.3 )
1500
( 6.7 )
2020
( 9.0 )
1300
( 5.8 )
2325 ( 10.3 )
-
-
1-1 / 2
( 38 )
1765
( 7.9 )
2480 ( 11.0 ) 1965
( 8.7 )
2250 ( 10.0 )
-
-
-
-
3 / 4
( 19 )
535
( 2.4 )
980
( 4.4 )
800
( 3.6 )
1430
( 6.4 )
735
( 3.3 )
1575
( 7.0 )
875
( 3.9 )
1475
( 6.6 )
1
( 25 )
880
( 3.9 )
1395
( 6.2 )
1345
( 6.0 )
1710
( 7.6 )
1320
( 5.9 )
2040
( 9.1 )
1400
( 6.2 )
1820
( 8.1 )
1-1 / 4
( 32 )
1535
( 6.8 )
2060
( 9.2 )
1865
( 8.3 )
2210
( 9.8 )
1650
( 7.3 )
2350 ( 10.5 )
-
-
1-1 / 2
( 38 )
2005
( 8.9 )
2280 ( 10.1 )
-
-
-
-
-
-
Allowable loads in normal weight concrete 1 , 2
Concrete compressive strength
Fastener
Shank diameter in . ( mm )
Minimum embedment in . ( mm )
Tension lb ( kN )
2000 psi 4000 psi 6000 psi 8000 psi
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
X-U
Universal Fastener
0.157 ( 4.0 )
3 / 4
( 19 )
100
( 0.4 )
125
( 0.6 )
100
( 0.4 )
125
( 0.6 )
105
( 0.5 )
205
( 0.9 )
-
-
1
( 25 )
165
( 0.7 )
190
( 0.8 )
170
( 0.8 )
225
( 1.0 )
110 3
( 0.5 )
280 3
( 1.2 )
-
-
1-1 / 4
( 32 )
240
( 1.1 )
310
( 1.4 )
280
( 1.2 )
310
( 1.4 )
180
( 0.8 )
425
( 1.9 )
-
-
1-1 / 2
( 38 )
275
( 1.2 )
420
( 1.9 )
325
( 1.4 )
420
( 1.9 )
-
-
-
-
X-P
Premium Concrete Fastener
0.157 ( 4.0 )
3 / 4 ( 19 ) 100 ( 0.4 ) 155 ( 0.7 ) 100 ( 0.4 ) 175 ( 0.8 ) 105 ( 0.5 ) 205 ( 0.9 ) 135 ( 0.6 ) 205 ( 0.9 )
1 ( 25 ) 165 ( 0.7 ) 220 ( 1.0 ) 180 ( 0.8 ) 225 ( 1.0 ) 150 ( 0.7 ) 300 ( 1.3 ) 150 ( 0.7 ) 215 ( 1.0 ) 1-1 / 4 ( 32 ) 240 ( 1.1 ) 310 ( 1.4 ) 280 ( 1.2 ) 310 ( 1.4 ) 180 ( 0.8 ) 425 ( 1.9 ) - - 1-1 / 2 ( 38 ) 310 ( 1.4 ) 420 ( 1.9 ) - - - - - -
1 The tabulated load values are for the low-velocity fasteners only based on testing in accordance with ICC-ES AC 70 and ASTM E1190 . Allowable loads are calculated based on a safety factor of at least 5.0 . Some conditions like high wind loads , shock or fatigue may require a different safety factor . Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria . 2 Multiple fasteners are recommended for any attachment . 3 This allowable load value for the X-U fastener also applies to normal weight hollow core concrete slabs with f ′ c of 6600 psi and minimum face shell thickness of 1-3 / 8 in .
Ultimate and allowable loads in normal weight concrete using DX Kwik 1 , 2 , 3
Concrete compressive strength
Fastener
Shank diameter in . ( mm )
Minimum embedment in . ( mm )
Load type
Tension lb ( kN )
4000 psi 6000 psi
Shear lb ( kN )
Tension lb ( kN )
Shear lb ( kN )
X-U 47 P8 with DX Kwik
0.157 ( 4.0 ) 1-1 / 2 ( 38 )
Ultimate 1973 ( 8.8 ) 2235 ( 9.9 ) 2101 ( 9.3 ) 2859 ( 12.7 ) Allowable 395 ( 1.8 ) 405 ( 1.8 ) 360 ( 1.6 ) 570 ( 2.5 )
1 The tabulated ultimate load values are for the low-velocity fasteners only based on testing in accordance with ICC-ES AC 70 and ASTM E1190 . Allowable loads are calculated based on a safety factor of at least 5.0 . Some conditions like high wind loads , shock or fatigue may require a different safety factor . Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria . 2 Multiple fasteners are recommended for any attachment 3 X-U Fastener is installed using the DX Kwik drilled pilot hole installation procedure shown in section 3.2.1.10 .
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