1. What are some of the undesirable consequences of residual stresses?
2. What is the cause of reaction-type residual stresses?
3. How are reaction stresses affected by the distance between the weld and the point of fixed constraint?
4. What are some of the techniques that can reduce the amount of distortion in a welded structure?
5. Under what conditions might residual stresses have a harmful effect on load-bearing abilities?
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