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Oct 23, 2023 at 23:01 history bumped CommunityBot This question has answers that may be good or bad; the system has marked it active so that they can be reviewed.
Sep 22, 2023 at 21:09 comment added Greg Locock I suspect you don't want the moment of inertia as such. So far as I can tell you have a disc restrained at its circumference, and a moment applied along the dashed line. The disc lies above (and presumably in contact with) the concrete underneath. A decent diagram of the actual situation including the location of the anchors would be vastly helpful. If my description is correct then you have a plate deformation problem, it is non linear, and so you will have to be very clever, make some assumptions or use FEA.
Sep 22, 2023 at 20:06 answer added Simon Boucher timeline score: 1
Sep 22, 2023 at 12:09 comment added Simon Boucher yes, I have a circular base plate on concrete. I have anchors all around and it is subject to a moment. My objective is to find the max tension in the anchors but to do so I need to find the concrete area resistance (the green zone) and iterate on what "d" is to balance.
Sep 22, 2023 at 3:39 answer added kamran timeline score: 0
Sep 21, 2023 at 21:30 comment added Greg Locock So you want the second moment of area of the green bit about the C axis? I must admit I completely fail to understand the actual loading scenario.
Sep 21, 2023 at 21:01 history edited Simon Boucher CC BY-SA 4.0
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S Sep 21, 2023 at 21:00 review First questions
Sep 22, 2023 at 20:07
S Sep 21, 2023 at 21:00 history asked Simon Boucher CC BY-SA 4.0