Product Technical Guides : CA-EN Direct Fastening - Volume 1 Edition 22 | Page 31

Direct Fastening Technical Guide , Edition 24
3.2.5.2 MATERIAL SPECIFICATIONS
Fastener designation Fastener material Fastener plating 1 Steel washer or clip material 1 , 2 Washer or clip plating 1 , 2
X-P Carbon Steel 5 μm Zinc N / A N / A X-U Carbon Steel 5 μm Zinc Carbon Steel 5 μm Zinc
DS / EDS Carbon Steel 5 μm Zinc N / A N / A
X-C Carbon Steel 5 μm Zinc Carbon Steel 5 μm Zinc X-R , X-CR 3 SAE 316 N / A SAE 316 N / A
X-C / X-P / X-S : G2 / G3 / B3 / B4
Carbon Steel 2-10 μm Zinc N / A N / A
X-CT Forming Nail Carbon Steel 5 μm Zinc N / A N / A BC X-C Carbon Steel 5 μm Zinc Carbon Steel 5 μm Zinc
1 The 5 μm zinc coating is in accordance with ASTM B 633 , SC 1 , Type III . Refer to Section 2.3.3.1 for more information . 2 Most fasteners have a plastic washer for guidance when installing . Not all fastener lengths have a pre-mounted steel washer . Refer to Section 3.2.2.4 for more information on available fasteners . 3 . The X-CR and X-R fastener material is a proprietary material , which provides a corrosion resistance equivalent to SAE 316 stainless steel . The steel washer material is SAE 316 stainless steel .
* More details about the innovative X-P and X-U fasteners can be found in Section 3.2.6 .
3.2.5.3 TECHNICAL DATA
Allowable loads in normal weight concrete 1 , 2
Fastener description
Premium Concrete Fastener
Universal Knurled Shank Fasteners
Standard Fastener
Heavy Duty Fastener
Stainless Steel Fastener
Gas & Battery Fasteners
Premium Gas & Battery Fasteners
Forming Fastener
Fastener
Shank diameter in . ( mm )
X-P 0.157 ( 4.0 )
X-U 0.157 ( 4.0 )
X-C 0.138 ( 3.5 )
DS 0.177 ( 4.5 )
X-CR 0.145 ( 3.7 )
X-C G3 X-C B3 X-C B4 ( except 36- and 39-mm lengths ) X-C G2 ( except X-C 39 G2 ) X-C 36 B3 X-C 39 B4 X-C 39 G2 X-C 39 G3 X-P G2 X-P G3 X-P B3 X-P B4
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 )
3 / 4
( 19 )
100
( 0.44 )
155
( 0.69 )
100
( 0.44 )
175
( 0.78 )
105
( 0.47 )
205
( 0.91 )
135
( 0.60 )
205 ( 0.91 )
1
( 25 )
165
( 0.73 )
220
( 0.98 )
180
( 0.80 )
225
( 1.00 )
150
( 0.67 )
300
( 1.33 )
150
( 0.67 )
215 ( 0.96 )
1-1 / 4
( 32 )
240
( 1.07 )
310
( 1.38 )
280
( 1.25 )
310
( 1.38 )
180
( 0.80 )
425
( 1.89 )
–
–
1-1 / 2
( 38 )
310
( 1.38 )
420
( 1.87 )
–
–
–
–
–
–
3 / 4
( 19 )
100
( 0.44 )
125
( 0.57 )
100
( 0.44 )
125
( 0.57 )
105
( 0.47 )
205
( 0.91 )
–
–
1
( 25 )
165
( 0.73 )
190
( 0.85 )
170
( 0.76 )
225
( 1.00 )
110
( 0.49 )
280
( 1.25 )
–
–
1-1 / 4
( 32 )
240
( 1.07 )
310
( 1.38 )
280
( 1.25 )
310
( 1.38 )
180
( 0.80 )
425
( 1.89 )
–
–
1-1 / 2
( 38 )
275
( 1.22 )
420
( 1.87 )
325
( 1.45 )
420
( 1.87 )
–
–
–
–
3 / 4
( 19 )
45
( 0.20 )
75
( 0.33 )
65
( 0.29 )
105
( 0.47 )
95
( 0.42 )
195
( 0.87 )
–
–
1
( 25 )
85
( 0.38 )
150
( 0.67 )
160
( 0.71 )
200
( 0.89 )
105
( 0.47 )
270
( 1.20 )
–
–
1-1 / 4
( 32 )
130
( 0.58 )
210
( 0.93 )
270
( 1.20 )
290
( 1.29 )
165
( 0.73 )
325
( 1.45 )
–
–
1-1 / 2
( 38 )
175
( 0.78 )
260
( 1.16 )
270
( 1.20 )
360
( 1.60 )
–
–
–
–
3 / 4
( 19 )
50
( 0.22 )
120
( 0.53 )
125
( 0.56 )
135
( 0.60 )
–
–
–
–
1
( 25 )
130
( 0.58 )
195
( 0.87 )
155
( 0.69 )
240
( 1.07 )
–
–
–
–
1-1 / 4
( 32 )
220
( 0.98 )
385
( 1.71 )
270
( 1.20 )
425
( 1.89 )
–
–
–
–
1-1 / 2
( 38 )
300
( 1.33 )
405
( 1.80 )
355
( 1.58 )
450
( 2.00 )
–
–
–
–
3 / 4
( 19 )
30
( 0.13 )
40
( 0.18 )
65
( 0.29 )
40
( 0.18 )
–
–
–
–
1
( 25 )
55
( 0.24 )
185
( 0.82 )
120
( 0.53 )
190
( 0.85 )
100
( 0.44 )
170
( 0.76 )
–
–
1-1 / 4
( 32 )
110
( 0.49 )
290
( 1.29 )
125
( 0.56 )
300
( 1.33 )
120
( 0.53 )
440
( 1.96 )
–
–
1-1 / 2 ( 38 ) 265 ( 1.18 ) 405 ( 1.80 ) 350 ( 1.56 ) 450 ( 2.00 ) – – – –
0.118 ( 3.0 ) 3 / 4 ( 19 ) 60 ( 0.25 ) 90 ( 0.4 ) 60 ( 0.25 ) 90 ( 0.4 ) – – – –
0.108 ( 2.75 ) 3 / 4 ( 19 ) 60 ( 0.25 ) 90 ( 0.4 ) 60 ( 0.25 ) 90 ( 0.4 ) – – – –
0.101 ( 2.6 ) 5 / 8 ( 16 ) 50 ( 0.2 ) 80 ( 0.35 ) 50 ( 0.2 ) 80 ( 0.35 ) – – – –
0.118 ( 3.0 )
5 / 8 ( 16 ) 50 ( 0.2 ) 90 ( 0.4 ) 50 ( 0.2 ) 120 ( 0.5 ) 50 ( 0.2 ) 90 ( 0.4 ) – –
3 / 4 ( 19 ) 80 ( 0.4 ) 120 ( 0.5 ) 50 ( 0.2 ) 120 ( 0.5 ) 50 ( 0.2 ) 90 ( 0.4 ) – –
X-CT 47 3 0.145 ( 3.7 ) 1 ( 25 ) 60 ( 0.27 ) 65 ( 0.29 ) – – – – – – X-CT 62 3 0.145 ( 3.7 ) 1 ( 25 ) 75 ( 0.33 ) 75 ( 0.33 ) – – – – – –
1 The tabulated allowable load values are for the low-velocity fasteners only , using a safety factor that is greater than or equal to 5.0 , calculated in accordance with ICC-ES AC70 . 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 For temporary fastening of formwork only .
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