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Originally Posted by intrepidDesign
Man the colors on this this are just so great. So engineering question; I feel like I pay pretty close attention to details like this, but maybe I missed it so feel free to correct me, but is it common to have the support columns set so far back from the exterior wall? I would think it would be idea to construct a building like this to maximize views, but I feel like with almost all recent buildings I've watched go up, there are always circular columns right up to the windows. So in a sense, each floor is somewhat cantilevered on all sides. A, is this common? B, are there engineering hurdles in construction like this? C, does the curtain wall share any of the load?
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I'm not 100% sure the cantilevers are the reason, but Optima's lateral system includes 14,000 psi concrete from foundation to roof in the core + four columns that are braced to the core at various levels via outrigger beams, (22&52 if memory serves.) The 1st building had almost the exact same cantilevers, but nothing special for the lateral system, so the wind loading for the added height must've been the biggest factor.