3.2.14.3 TECHNICAL DATA |
||||
3.2.14.3.1 North American load tables |
||||
|
Allowable loads in steel base materials 5 / 16 ” or greater 1 , 2 , 3 , 4
Static
Load type
Minimum ASTM A36 steel
Minimum grade 50 steels
Tension , lb ( kN ) 775 ( 3.4 ) 840 ( 3.7 )
Shear , lb ( kN ) 6 820 ( 3.6 ) 885 ( 3.9 )
Moment , ft-lb ( Nm ) 14.8 ( 20.0 ) 14.8 ( 20.0 )
Seismic 5 Tension , lb ( kN ) 775 ( 3.4 ) 840 ( 3.7 ) Shear , lb ( kN ) 6 545 ( 2.4 ) 590 ( 2.6 )
|
≥ 10 mm [ 3 / 8 "]
≥ 15 mm [ 5 / 8 "]
|
≥ 15 mm [ 5 / 8 "] |
≥ 10 mm [ 3 / 8 "] |
≥ 8 mm [ 5 / 16 "] |
1 The tabulated allowable load values are for the X-BT-MR and X-BT-GR fasteners only , using a safety factor of 5.0 . Wood or steel members connected to the base material must be investigated in accordance with accepted design criteria . 2 Minimum edge distance and minimum spacing are 3 / 8 " and 5 / 8 ", respectively . 3 Maximum installation torque for the X-BT-MR is 14.8 ft-lb . Maximum installation torque for the X-BT-GR is 14.8 ft-lb when in connection with the X-FCM-R HL and 5.9 ft-lb when in connection with the standard X-FCM-R . 4 Multiple fasteners are recommended for any attachment . 5 Allowable Loads commonly used in North America . Static and seismic allowable loads based on testing and evaluation in accordance with ICC-ES AC70-16 , including Annex A . 6 Allowable shear load requires that the shear is transferred directly to the fastener steel washer at surface . Shear loads shown are not valid for friction as a shear transfer mechanism . |
||||
3.2.14.3.2 European load tables |
||||
Recommended static loads in steel base materials 5 / 16 ” or greater 1 , 2 |
||||
|
Load type
Minimum ASTM A36 steel
Minimum grade 50 steels
Tension , lb ( kN ) 810 ( 3.6 ) 1035 ( 4.6 )
Shear , lb ( kN ) 970 ( 4.3 ) 1190 ( 5.3 )
Moment , ft-lb ( Nm ) 14.8 ( 20.0 ) 14.8 ( 20.0 )
Torque , ft-lb ( Nm ) 14.8 ( 20.0 ) 14.8 ( 20.0 )
|
||||
1 Recommended loads are based on a global safety factor of 2.8 applied to the characteristic resistance for static tension or shear , which are derived from the 5 % fractile of the ultimate load . Recommended moment values are based on a global safety factor of 1.75 . This safety concept is commonly used in regions outside of North America , where design is carried out in accordance with the Eurocode . 2 Multiple fasteners are recommended for any attachment . |
||||
Design resistance in steel base materials 5 / 16 ” or greater 1 , 2 |
||||
|
Load type
Minimum ASTM A36 steel
Minimum grade 50 steels
Tension , lb ( kN ) 1120 ( 5.0 ) 1460 ( 6.5 )
Shear , lb ( kN ) 1350 ( 6.0 ) 1680 ( 7.5 )
Moment , ft-lb ( Nm ) 20.5 ( 28.0 ) 20.5 ( 28.0 )
|
||||
|
1 Design resistance is based on a safety factor of γM = 2.0 applied to the characteristic resistance for static tension or shear , which is derived from the 5 % fractile of the ultimate load . Moment design resistance values are based on a safety factor of γM = 1.25 . Design resistance should be greater than calculated demand that has been reduced by a partial safety factor . This safety concept is commonly used in regions outside of North America , where design is carried out in accordance with the Eurocode .
2 Multiple fasteners are recommended for any attachment .
|
||||
Base material corrosion protection layer |
||||
Thickness of base material corrosion protection layer ≤ 0.02 inch ( 0.5 mm ). For thicker coatings , please contact Hilti . |
||||
3.2.14.3.3 X-BT Fastener selection 1 |