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Foot / Threaded stud steel Levelling feet |
GN 343.1 GN 343.2 |
Type OS without plastic cap |
Type KS with plastic cap, gliding Type KR with plastic cap, non-gliding |
| d1 | d2 | l1 | l2 | l3 | l4 | l5 | A/F | t | Static | |
| min. | load [N] | |||||||||
| for GN 343.2 | ||||||||||
| (See | ||||||||||
| information) | ||||||||||
| 25 | M 8 | 40 | 63 | 19 | 20,5 | 4 | 5,5 | 13 | 9 | 14000 |
| 32 | M 10 | 50 | 80 | 23 | 24,5 | 5 | 6,5 | 16 | 10,5 | 23000 |
| 40 | M 12 | 63 | 100 | 26 | 27,5 | 6 | 7,5 | 18 | 11,5 | 33000 |
| 50 | M 12 | 63 | 100 | 28 | 29,5 | 7 | 8,5 | 18 | 11,5 | 33000 |
| 60 | M 16 | 80 | 125 | 36 | 37,5 | 8,5 | 10 | 24 | 16 | 62000 |
| Specification | Information | How to order |
| Steel Tensile strenght 500 N/mm2 zinc plated, blue passivated Plastic caps:
Type KS
Type KR
Hexagonal nut
GN 343.1
GN 343.2 |
The static load of the levelling feet GN 343.2 is limited by the load capacity of the stud (tensile strenght 500 N/mm2). The static load values in the above table refer to a net vertical load in relation to the ball socket. Under normal operating conditions side loading or angular loading is not uncommon and the load capacity would be considerably reduced which must be taken into consideration. For higher loads GN 343.1 should be used in conjunction with screws of higher tensile strength. We recommend DIN 915 threaded studding with pressure pad. This pressure pad must be seated squarely at the bottom of the threaded hole, which will increase the load capacity of the ball in the socket. Otherwise the load values apply only to types OS and KS. |
Levelling foot GN 343.1-50-M12-OS Code No. 343.1 d1 50 d2 M12 Type OS Levelling foot GN 343.2-32-M10-50-KR Code No. 343.2 d1 32 d2 M10 l1 50 Type KR |
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