corus
Mechanical
- Nov 6, 2002
- 3,165
In BS4604 it refers to calculating the torque applied to a bolt based upon 0.6 of the proof load, or UTS as I read it. For fatigue applications, however, it says that only 0.5 of the proof load should be used. This appears contradictory to the advice usually given to torque the bolt to almost yield stress to reduce the load variation in the bolt and failure from fatigue. Is there any reason why the design standard should recommend reducing the bolt torque for fatigue load applications?
corus
corus