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: This chapter saw extensive revisions based on real-world performance during earthquakes in Chile and New Zealand. It includes new confinement requirements for columns and restrictions on joint aspect ratios for special moment frames.
Because when a column fails in shear or a slab exceeds deflection limits, “I found it in a free PDF” is never an acceptable defense. Your reputation—and the safety of the public—deserves the exclusive standard. pca notes on aci 31814 metric pdf exclusive