Installation Typicals - Fastening on Steel Threaded Studs

F
F1
F2
L1
x
RL
HOW TO USE THIS DOCUMENT
How to interpret the sketches
How to read the technical tables
x is in all cases the relevant dimension of the
baseplate, for the calculation of the fastener
utilization, the distance of the involved fasteners
L1 is in all cases the relevant dimension of the
lever arm / cantilever “distance from fastener to load”
F is in all cases the total load which has to be
beared by the structure and it includes the
pay load and the load of the structure itself
FASTENER OVERVIEWFASTENER SYSTEM
APPLICATION OVERVIEW DISCLAIMERHOW TO USE THIS DOCUMENTFASTENER TECHNICAL DETAILS
x
x
2 studs
4 studs
Application
• Fastening of cable trays, pipes on a horizontal cantilever support, fastened on
a vertical structure
• Support is fastened by two / four X-BT-MR on both support and brace
baseplate with distance x
• L1 is the distance of the load center to the vertical structure surface
• Load F is the acceptable total load (all dead load including)
Boundary conditions
• These values are ONLY reflecting capacity of X-BT-MR threaded stud.
Structural analysis of support / structure is NOT in Hilti scope. See the
detailed statements in disclaimer — 2018/05/04
• Shear load fully carried by one / two top X-BT-MR (worst-case)
• Load F acting at the distance of L1 from structure surface
DOWNLOAD DRAWINGS (PDF) DOWNLOAD DRAWINGS (DWG)
Result:
L1 [mm]
F [kg]
50 75 100 125 150 200 250 300
→ Load in [kN] 0.49 0.74 0.98 1.23 1.47 1.96 2.45 2.94
x
[mm]
80
1170 780 585 465 390 285 210 165
100
1465 975 730 585 485 355 265 205
125
1830 1220 915 730 610 445 335 260
150
2200 1465 1100 880 730 530 400 310
175
2565 1710 1280 1025 855 620 470 365
200
2935 1955 1465 1170 975 710 535 415
Result:
Load
F [kg]
L1 [mm]
150 200 250 400 600 800 1000 1200
x
[mm]
80
320 260 220 145 95 70 55 45
100
375 310 260 180 120 90 70 60
125
430 360 310 215 150 110 90 75
150
475 405 350 250 180 135 110 90
175
515 440 385 280 205 160 125 105
200
550 475 420 310 225 180 145 120
Result:
Load
F [kg]
L1 [mm]
150 200 250 400 600 800 1000 1200
x
[mm]
80
160 130 110 70 45 35 25 20
100
185 155 130 90 60 45 35 30
125
215 180 155 105 75 55 45 35
150
235 200 175 125 90 65 55 45
175
255 220 190 140 100 80 60 50
200
275 235 210 155 110 90 70 60
Result:
L1 [mm]
F [kg]
50 75 100 125 150 200 250 300
→ Load in [kN] 0.49 0.74 0.98 1.23 1.47 1.96 2.45 2.94
x
[mm]
80
585 390 285 210 165 105 70 50
100
730 485 355 265 205 135 90 60
125
915 610 445 335 260 170 115 75
150
1100 730 530 400 310 200 135 90
175
1280 855 620 470 365 235 160 110
200
1465 975 710 535 415 270 180 125
FASTENING CANTILEVER SUPPORT
WITH X-BT-MR*
Two / Four X-BT-MR Threaded studs
NOTE: load capacity used for calculation N
rec
= 3.6 kN (axial) / V
rec
= 4.3 kN (shear)
Technical assessment — maximum of F (depending on load F or lever arm length L1 and baseplate distance x)
X-BT-MR • Metric
*X-BT-MR is the new generation X-BT
15Issued August 2018, expiry January 2021
FASTENER OVERVIEWFASTENER SYSTEM
APPLICATION OVERVIEW DISCLAIMERHOW TO USE THIS DOCUMENTFASTENER TECHNICAL DETAILS
x
x
2 studs
4 studs
Application
• Fastening of cable trays, pipes on a horizontal cantilever support, fastened on
a vertical structure
• Support is fastened by two / four X-BT-MR on both support and brace
baseplate with distance x
• L1 is the distance of the load center to the vertical structure surface
• Load F is the acceptable total load (all dead load including)
Boundary conditions
• These values are ONLY reflecting capacity of X-BT-MR threaded stud.
Structural analysis of support / structure is NOT in Hilti scope. See the
detailed statements in disclaimer — 2018/05/04
• Shear load fully carried by one / two top X-BT-MR (worst-case)
• Load F acting at the distance of L1 from structure surface
DOWNLOAD DRAWINGS (PDF) DOWNLOAD DRAWINGS (DWG)
Result:
L1 [mm]
F [kg]
50 75 100 125 150 200 250 300
→ Load in [kN] 0.49 0.74 0.98 1.23 1.47 1.96 2.45 2.94
x
[mm]
80
1170 780 585 465 390 285 210 165
100
1465 975 730 585 485 355 265 205
125
1830 1220 915 730 610 445 335 260
150
2200 1465 1100 880 730 530 400 310
175
2565 1710 1280 1025 855 620 470 365
200
2935 1955 1465 1170 975 710 535 415
Result:
Load
F [kg]
L1 [mm]
150 200 250 400 600 800 1000 1200
x
[mm]
80
320 260 220 145 95 70 55 45
100
375 310 260 180 120 90 70 60
125
430 360 310 215 150 110 90 75
150
475 405 350 250 180 135 110 90
175
515 440 385 280 205 160 125 105
200
550 475 420 310 225 180 145 120
Result:
Load
F [kg]
L1 [mm]
150 200 250 400 600 800 1000 1200
x
[mm]
80
160 130 110 70 45 35 25 20
100
185 155 130 90 60 45 35 30
125
215 180 155 105 75 55 45 35
150
235 200 175 125 90 65 55 45
175
255 220 190 140 100 80 60 50
200
275 235 210 155 110 90 70 60
Result:
L1 [mm]
F [kg]
50 75 100 125 150 200 250 300
→ Load in [kN] 0.49 0.74 0.98 1.23 1.47 1.96 2.45 2.94
x
[mm]
80
585 390 285 210 165 105 70 50
100
730 485 355 265 205 135 90 60
125
915 610 445 335 260 170 115 75
150
1100 730 530 400 310 200 135 90
175
1280 855 620 470 365 235 160 110
200
1465 975 710 535 415 270 180 125
FASTENING CANTILEVER SUPPORT
WITH X-BT-MR*
Two / Four X-BT-MR Threaded studs
NOTE: load capacity used for calculation N
rec
= 3.6 kN (axial) / V
rec
= 4.3 kN (shear)
Technical assessment — maximum of F (depending on load F or lever arm length L1 and baseplate distance x)
X-BT-MR • Metric
*X-BT-MR is the new generation X-BT
15Issued August 2018, expiry January 2021
1
st
base parameter
L1 in [mm]
Result parameter
L1 in [mm]
Support axis to explain
1
st
base parameter
2
Nd
base parameter
x in [mm]
Results e.g . L1
Result parameter
Load in [kg]
2
Nd
base parameter
x in [mm]
1
st
base parameter
Lever arm L1 in [mm]
Results e.g. F
6
Issued August 2018, expiry January 2022