UG12(a) says, in part, that "Specifications, supplementary rules, and maximum allowable stress values for acceptable bolting materials are given in the tables referenced in UG-23." UG-23 lists the following Tables, in part, as giving information for bolting: Table UCS-23 Carbon and Low Alloy Steel (stress values in Section II, Part D, Table 3 for bolting, and Table 1A for other carbon steels); Table UNF-23 Nonferrous Metals (stress values in Section II, Part D, Table 3 for bolting, and Table 1B for other nonferrous metals); Table UHA-23 High Alloy Steel (stress values in Section II, Part D, Table 3 for bolting, and Table 1A for other high alloy steels)
So it doesn't say you have to use ASME bolts. It just gives requirements for bolting, so it's easier to show you meet the requirements by using ASME stamped bolts.
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