WE have a lot of tolerances in the steel structures, for example during steel provision we have mill cross section tolerances (ASTM A6, AWS D1.1) during fabrication we have tolerances aobut length, holes, camber, etc (Aisc code) and finally we have erection tolerances. If anybody have commentaries about tolerances in steel structures and what happen with accumulate tolerances and how I can control them in the end of erection I`ll be very grateful.
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