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This post was last edited by wx_Catherine_Mi on 2022-5-30 12:43. I’d like to ask the experts here
The equipment foundation is a strip foundation, calculated as a simply supported slab around its periphery
It has never been designed. I remember that during the design training, the instructor said that for those with a half-cone angle exceeding 60 degrees, a flat cover design should be used, in accordance with the provisions of Table 5-4, 150.3.
Yes, that’s exactly what troubles me; when I do the calculations, it turns out to be several tens of thickness. I’ve seen other drawings where the length is around ten to twenty meters; the cylinder height is low, and in those cases a thickness of 14 is used.
Stress analysis will make things easier; with stress analysis, one is responsible for it themselves
Calculated per tablet, or HG20582