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Ø Inspection by radiographic system is not essential for roof-plate or base-plate welds, for welds becoming a member of roof plates to top angle, the top angle on the shell plates, shell plates to bottom plates, or appurtenances to tanks.
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Bubbles or foam produced by air sucked throughout the welded seam will indicate the main bola presence of porosity within the seam.
Ø In case the resulting thickness is a lot less than minimum required According to hydrostatic test design circumstances, re-welding is needed.
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ada pasal nggak dalam API 650 yang mengatakan untuk menentukan penggunaan annular plate atau langsung bottom sketch…oh iya apa effectnya klo pada space bottom kita nggak menggunakan anular plate? Salam
mau tanya untuk mengatasi tangki yang secara Visible gembung (platnya) menggelembung sebagai akibat pembukaan plat ketika rebottoming harus dilakukan apa/ trus kalau dilihat my explanation dari segi kekuatan bagaimana cara ceknya, cara mengatasinya bagaimana, jika tangki ring one , satu paltnya dibuka cara pasangnya bagaimana agar tidak gembung lagi.
kalau harus mengacu pada bare minimum yS dikarenakan dalam one group you could try these out index tidak ada yang sama atau lebih besar minimal YSnya dari FE 52C boleh tidak digantikan oleh product di group VI info yang mempunyai minimal YS yang lebih tinggi dari YS group VI.
I’m searching for an erection technique for any 1000000 barrel storage tank, acc to API 650. could you help me on this? many thanks beforehand on your attenion.
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2. in API 12F (specification for shop welded tanks for storage of output liquids) joint in bottom plates shall be use double-welded butt joint and for examination you should refer to para 5.
seven. After all Built up finish and hole of welding line is ok, suit up vertical joint and put in stiffener / crucial plate in the location of buckling region
Saya mau minta info tentang storage tank operator, kira2 skill yang dibutuhkan apa saja ya pak? dan metode dalam mengoperasikan storage tank tersebut seperti apa? apa cara mengoperasikan n upkeep aboveground storage tank dan underground storage tank berbeda? jika ya, berbeda dalam hal apa?