Hope all member will be fine,
I have a many question about RT,
1. What we can use RT level on Tank?
2. Reference of RT level in ASME Section VIII Div-I ? or any other reference standard (API/ASME) except Section V.
3. If tank design by API Standard, can we use ASME VIII Div-I reference for RT?
4. If weld length of but weld joint is 32 mtr, as per RT-3, how much 6" film are required as per code.
Please guide me in short and proper words that we can under stand.
Best Regards
Regards,
GMT
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