1912.3.1.2 Side connections.
BC § 1912.3.1.2
Side connections of all precast elements shall have an axial tension capacity not less than the steel required for temperature reinforcement of the larger element at either side.
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What is NYC BC § 1912.3.1.2?
Quick Answer
This section establishes the requirement for side connections of precast elements to have an axial tension capacity that meets or exceeds the steel needed for temperature reinforcement of the adjacent larger element. Applies to building owners involved in the construction or modification of precast structures.
General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.
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