2213.2.1 Vertical ties.
BC § 2213.2.1
Column splices shall have an available tensile strength at least equal to the largest design gravity load reaction applied to the column at any floor level located within four floors below the splice.
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What is NYC BC § 2213.2.1?
Quick Answer
This section establishes requirements for column splices, mandating that they possess an available tensile strength that meets or exceeds the largest design gravity load reaction at any floor level within four floors below the splice. Applies to building owners involved in structural design and construction.
General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.
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