M | With finger recess |
L | With L-handle |
T | With T-handle |
d1 -0.002 / -0.003 | l1 +0.024 | d2 | d3 | d4 | d5 | d6 | l2 ±0.04 | l3 +0.008 | l4 | l5 | l6 | m | Locating bore +0.004 |
||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
0.236 | 0.394 | 0.787 | 1.181 | 1.575 | 1.969 | 0.28 | 0.39 | 0.69 | 0.53 | 1.57 | 0.28 | 0.866 | 1.04 | 1.30 | 0.98 | 0.61 | 0.236 |
0.315 | 0.787 | 1.181 | 1.575 | 1.969 | - | 0.37 | 0.55 | 0.91 | 0.71 | 1.89 | 0.32 | 1.063 | 1.34 | 1.71 | 1.22 | 0.81 | 0.315 |
0.394 | 0.787 | 1.181 | 1.575 | 1.969 | 2.362 | 0.47 | 0.55 | 0.91 | 0.71 | 1.89 | 0.38 | 1.063 | 1.34 | 1.71 | 1.22 | 0.81 | 0.394 |
Information The endangered bolt cross-section S was considered in two shear planes until breakage, according to the sketch shown opposite. The details given on load capacity are non-binding guide values without any liability. In general, they do not constitute a warranty of quality. The user must determine from case to case if a product is suitable for the application. Ambient influences may affect the specified values. An appropriate safety factor must be taken into account in the design. |
|||||||||||||||||||||
Load capacity F ≈ double shear strength according to DIN 50141 (breaking strength) |
|||||||||||||||||||||
Show / Hide columns
|
Min | Max | Price |
---|---|---|
1 | 9 | $125.36 |
10 | 24 | $114.91 |
25 | 49 | $104.47 |
≥ 50 | $94.02 |
Our service team is available from Monday to Friday between 7:30 AM and 5:00 PM Central Time: 800-877-8351