pak saya lagi issue berat nih, saya ada kerjaan melakukan leveling tangki yang sedang di hydro, menggunakan theodolit tapi saya tidak bisa olah facts nya, recommended you read 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 person…loe tau rumus untuk menghitung radial anullar nggak? or cara menentukan manhole di roof…
Welds that fall short to meet the criteria offered in paragraph above, shall be reworked before hydrostatic testing as follows :
Ø Vacuum box tested utilizing a check stress at the least 3 psi gauge or as specified on corporation specification.
ada pasal nggak dalam API 650 yang mengatakan untuk menentukan penggunaan annular plate atau langsung bottom sketch…oh iya apa effectnya klo pada area base kita nggak menggunakan anular plate? Salam
paling lama 6 bln………kalo pak lukman sekarang dmn? oya…ya pak…salam ama org BBB, skrg poject dimana pak?sehabis ini saya masih sekitar merak……klo jd saya jd pegawai tetap aja…..cape pak muter2
Ø read this post here When the ensuing thickness is lower than minimal expected as per hydrostatic examination design and style check over here circumstances, re-welding is necessary.
nanya dunk, boleh nggak klo pada space base read this article tank kita nggak make annular plate, hanya menggunakan bottom sketch.
5. developed up plate over the welding line if any length of plate has shortness mainly because slicing of weld metal.
qualifications saya teknik berita sepak bola indonesia sipil, tapi diminta mengevaluasi plumbness dan roundness oil storage tank. Bapak Lukman, tolong saya minta dibantu untuk informasi typical plumbness dan roundness (no code dan isinya)
6. just after complete designed up examination weld metal with Dye Penetrant check to assure the weld is nice and no crack.
2. in berita sepak bola indonesia API 12F (specification for shop welded tanks for storage of output liquids) joint in base plates shall be use double-welded butt joint and for assessment please confer with para five.
As I'm sure wobbling associated with grouting. can it be your poor encounter? I'll content if you inform me the story why it come about to my electronic mail at [email protected]. many thanks
9. immediately after end weld from out aspect Test the radius of buckling plate and environment once again applying stiffener and important plate