pak saya lagi difficulty berat nih, saya ada kerjaan melakukan leveling tangki yang sedang di hydro, menggunakan theodolit tapi saya tidak bisa olah information nya, mungkin bapak punya tutorial and spreadsheetnya kalo berkenan tolong di bagi pak (sedikit banyak sangat membantu) thanks ya pak.
com. thks banget bro atas bantuannya…satu lagi man…loe tau rumus untuk menghitung radial anullar nggak? or cara menentukan manhole di roof…
Welds that fall short to fulfill the factors presented in paragraph higher than, shall be reworked before hydrostatic screening as follows :
Berhubung saya sama sekali tidak tahu tentang dunia pertangkian & karena saya perlu informasi lebih jauh tentang storage tank, saya mau minta tolong neh Pak, boleh ya?
Assamualaikum, saya ingin bertanya mengenai peaking & banding. Sekarang saya terlibat dalam kerja membuat storage tank & kaedah yang kami gunakan untuk erect tank adalah jacking process, which is we really have to erect the tank ranging from leading to base. So we by now finished the twelfth training course until 11th training course including the roofing. Them my QC in read the article fact already did the peaking reference and banding for shell plate but a my company lot of the readings were being exceed the tolerance given in API 650 that is +-13mm.
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untuk vacant yang bagus lagi sepi bro…tapi coba deh loe buka petromindo.com…disana banyak banget vacant yang bagus…coba aja…oh iya untuk metode air raisingnya loe share ke anggara_wi54@yahoo.
nanya dunk, boleh nggak klo pada spot base tank kita nggak make annular plate, hanya menggunakan base sketch.
Mohon kiranya structure laporan inspeksi tersebut dapat dikirimkan juga ke electronic mail saya sebagai referensi Pak
Iya pak memang tidak saya bikin detil,..dan hanya mencakup pada waktu design saja. Makasih atas sarannya.
For SS tank achievable to work with diesel for leak tesing tank shell to bottom? Or any certain liquid needed if diesel Okay remember to let me know the place I am able to see the API 650 std section.
two. in jaya bola API 12F (specification for store welded tanks for storage of manufacturing liquids) joint in base plates shall be use double-welded butt joint and for evaluation remember to seek advice from para 5.
As I know wobbling related to grouting. Is it your undesirable practical experience? I will pleased should you tell me the Tale why it occur to my e mail at [email protected]. Thanks
Ø Repairing faulty welds shall be completed by chipping or melting out the defects from 1 or both equally facet of joint, as demanded, and progress with re-welding. All repaired welds are matter to become re-analyzed as specified previously mentioned.