I would like to ask about the scope specified in the 47041-2014 standard for tower containers

2021-05-22View Original

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Section 1.3 of 47041-2014, Scope of Tower Containers, states that for self-supporting metal tower containers with a height H to average diameter D ratio of less than or equal to 5, design may be carried out with reference to Appendix E. Appendix E contains only the calculation of seismic loads. Is this telling me that the seismic loads are to be calculated according to Appendix E, while the rest are to be calculated according to Part 7 of the main text? Or does it only require calculating the contents in Appendix E, with no need to calculate anything else? I would appreciate it if experts could let me know.

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I would like to ask about the scope specified in the 47041-2014 standard for tower containers

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