Question:Is the ASME Code, Section VIII, Div. 1 an acceptable alternative for the reinforcement of shell openings per Section 3.7.1.8
Answer:NoQuestion:Does note c of API 650 Table 3-6 allow the customer to locate nozzles lower than allowed by the weld spacing requirements of 3.7.3?
Answer:NoQuestion:Do notes 6 and 7 from API 650 Figure 3-4A require the use of nozzle flanges listed in Table 3-8 when substituting Table 3-6 nozzles for manways?
Answer:The API committee responsible for this standard has issued an agenda item to study this issue further to determine if a change in the standard is required. Any changes resulting from this agenda item will appear in a future edition or addendum to API 650.
Question:May a shell nozzle or manhole that otherwise complies with Figure 3-4B have its reinforcing plate welded to the nozzle neck with a full-penetration weld, in addition to the fillet weld in the same manner as API 620 Figure 3-8 Part 2 Panel m, if the purchaser has so approved as permitted by API 650 Section 3.7.1.8?
Answer:YesQuestion:The manhole or nozzle detail in Figure 3-4B of API 650 (details at the top of the page) show the fillet weld sizes as “A”. Where is the dimension for “A” found?
Answer:See Note 3 of Figure 3-4B and Table 3-7.Question:Is API 620, Figure 5-8, Part 1, Panel d, an acceptable alternative reinforcement detail for larger than NPS 2 nozzles as allowed by API 650, Section 3.7.1.8?
Answer:No. Nozzle connections require full penetration welds between the shell and the nozzle neck. Refer to 3.7.2.1.
Question:Does API 650 allow reinforcement to be located on the ID of the shell?
Answer:Yes, if approved by the owner. Refer to 3.7.1.8.
Question:Does API 650 allow reinforcement to be located on the underside of the roof?
Answer:No. Refer to 3.8.5.1
Question:Is the thickness, T, in Table 3-4 the same as tshell for the thickness of the opening reinforcement?
Answer:YesQuestion:Is the thickness "tn" in Table 3-4 equal to T plus t?
Answer:No. In column 1, T and t are not considered to be a sum.
Question:Is a minimum repad required around all nozzles greater than 2" even if the area of the nozzle allowed as reinforcing (Section 3.7.2.3) is greater than the reinforcing required (Section 3.7.2.1)?
Answer:No, see Section 3.7.1.8.Question:May shell opening reinforcement be determined either in accordance with Section 3.7.2.1 or, alternately, in accordance with Tables 3-8 and 3-9?
Answer:No, Section 3.7.2.1 requires that Tables 3-8 and 3-9 be used. However, alternate details satisfying the reinforcement requirements of Section 3.7.2.1 are allowed if the purchaser agrees to their use.
Question:Regarding Section 3.7.2 as it applies to Appendix F, when calculating the required shell thickness at the nozzle location is it necessary to use the joint efficiency factor that was used for calculating the required tank shell thickness?
Answer:NoQuestion:Referring to API 650, Section 3.7.3, is it correct to conclude that the minimum distance between the periphery of a nozzle reinforcing plate and the shell-to-bottom weld (measured as toe-to-toe) is as follows: 1) For shell plate ½ in. or less, or for any stress-relieved shell plate thickness, the required distance is the greater of 3 inches or 2.5 times the shell thickness? 2) For shell plate greater than ½ in., with or without stress relief, the required distance is 10 inches?
Answer:Question 1 is correct. Question 2 is incorrect. The requirement for the case of shell plate greater than ½ in. with no stress relief is the greater of 10 inches or 8 times the weld size. For the case of shell plate greater than ½ in. with stress relief, the distance is 3 inches or 2.5 times the shell thickness.
Question:Regarding reinforcement for shell openings, is the total area of provided reinforcing equal to the sum of the reinforcing areas above and below the opening?
Answer:Yes, the areas are measured vertically, along the diameter of the opening, and must be within a distance above or below the horizontal centerline equal to the vertical dimension of the hole.
Question:Is the total area of required reinforcing equal to the product of the vertical diameter of the hole and the nominal plate thickness?
Answer:Yes, however, when calculations are made for the required thickness considering all design and hydrostatic test load conditions, the required thickness may be used in lieu of the nominal thickness.
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