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  1. oldisgold981

    Annular plate thickness

    hello guys, i was going through TANK software report and found that it calculated annular plate thickness = 12.7mm i have calculated the annular thickness myself stresses product and hydrostatic stresses comes out to be 191 and 192.7 MPa respectively . As per table 5.1a i think the required...
  2. oldisgold981

    API 650 MW moment

    hello guys i was going through calculations report (TANK hexagon) for storage tank having small internal pressure and found some discrepancy. Mw (overturning moment about the shell-to-bottom joint from horizontal plus vertical wind pressure) mentioned in formulas of F4.2 and 5.11.2.1 are...
  3. oldisgold981

    API 650 design using TANK software

    Hello i am using TANK software by heaxagon (formerly intergraph TANK) for calculation of API 650 Tanks. tank is 7m diameter and 7.2 meter height. self supported cone roof with internal pressure of 0.25Kpa. in the roof calculation it is giving warning that "design pressure is greater than Pmax "...
  4. oldisgold981

    TEST PRESSURE API 650 APPENDIX F

    HELLO GUYS I am new to storage tank design need some clarification regarding test pressure. in section F4.4 test procedure is mentioned . There is also F8.3 for mechanically anchored tanks. my question is when to use which one? i am having situation in which anchors are required due to wind...
  5. oldisgold981

    API 650 Compression area

    Hello guys i have a question regarding compression area. as per Annex F 2.2 for self supporting roof the compression area shall not be less than 5.10.5 or 5.10.6. My question is if we calculate area as per 5.10.5 then we should not be calculating it using F.5.1 am i right? suppose i have self...
  6. oldisgold981

    impact test direction

    can somone please clarify about the impact energy values mentioned in ug-84 (Figure 84.1) . These average values are for longitudinal direction or transverse direction. ?
  7. oldisgold981

    Any requitement for lethal service in Division 2

    I was going through ASME section viii div2. I was looking for information about lethal service in div2 but i couldn't find anything there. As in division 1 it is explicitly mentioned in UW-2(a) what is meant by lethal service. Is there any information/requirement about lethal service in division 2?
  8. oldisgold981

    Location of Skirt attachment to the vessel

    Hello I want to know when to use which kind of attachment. Skirt can be attached(welded) to the vessel in the followings ways. 1. Skirt can be welded directly to the bottom of the head. 2. Skirt can be attached to the inside diameter of the shell, upto the tangent line. 3.Skirt can be attached...

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