westfield
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elektrownik said:Interesting why they are installing this not in center of SFP, sfp is weakest there ?, the point where they are installing it is strongest I think (because of drywell thick): http://www.tepco.co.jp/en/news/110311/images/110607_1f_2.pdf
Perhaps their concern is the fuel handling machine falling into the pool of RB #4?
And\ or, yes as you have noticed, perhaps another reason is that particular place has the best support from below, ie, the concrete to be poured will largely place load on the super strong containment structure itself, rather than the less strong reinfoced concrete framework & floor of the surrounding RB.
Or some other reason that is nothing at all to do with the above.
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