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What is AISC Column Plumb Tolerances Explained about?

1) The document discusses erection tolerances for structural steel columns and beams. It clarifies that the 1/500 tolerance is for erection while the 1/1000 tolerance is for fabrication. 2) It explains that AISC erection tolerances apply to the top and bottom of a column shipping piece, not necessarily to intermediate levels or the top of slab. 3) The document also addresses questions about shear lag applicability to connection elements and acceptable tolerances for placement of shear studs in composite

Author

hector diaz

Language

EN