- #71
mheslep
Gold Member
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I assumed balance of plant might explain that - large areas of foundation and slab, though that's all relatively low strength concrete and doesn't require much steel reinforcement or rigorous inspection and regulation.vanesch said:Yes, but the calculation mheslep and I did was a geometry calculation of the primary grade kind: the volume of the double containment building walls, simplified as cylinders, with wall thickness of 1.3 meters (times two, for the two buildings).
I will retake it here (I even think we made a mistake back then):
cylinder of 55 meters high, 48 meters diameter:
Surface of wall: pi x 48 m x 55 m = 8289 m^2
Surface of bottom = surface of roof: pi * (48m/2)^2 = 1808 m^2
Total surface = 8289 m^2 + 2 x 1808 m^2 = 11907 m^2
That, times the double thickness of 2.6 m gives us a total wall volume of:
30957 m^3
So 31 000 m^3.
How do they come at 200 000 m^3 of concrete, which is almost 7 times more ??