Whats the easiest way to pick a preload for joints

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Reference no: EM131312613

At approximately what percentage of the ultimate tensile stress (UTS) does a common bolt (e.g., ASTM A490 or SAE J429 GR 8) yield in pure tension? Name two simple ways to pick a preload ?

What's the easiest way to pick a preload for joints which are not safety related or economically important?

Reference no: EM131312613

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