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More superb engineeriing.Click the image for a full screen view. A load-bearing concrete corner column. Notice how the whole weight of the corner of the roof rests on the too thin rebar of the columns that were made too short. The ring-beam is only a single c-section 4 x 4 steel girder; it should at least be a box section - better would bee two C-sections welded face-to-face. Viewed from the outside, the tiles lifting up a couple of milimetres at their bottom edges demonstrates that the roof is sagging already.jazzman
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