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1620.2.1 Second-Order Load Effects
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Where è exceeds 0.10 as determined in Section 9.5.5.7.2 in ASCE 7, second-order load effects shall be included in the evaluation of component and connection strengths.
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1620.2.1 Structural Design, Second-Order Load Effects
Where è exceeds 0.10 as determined in Section 9.5.5.7.2 in ASCE 7, second-order load effects shall be included in the evaluation of component ...
NYC Building Code 2008 > 16 Structural Design > 1620 Earthquake Loads — Design, Detailing Requirements and Structural Component Load Effects > 1620.2 Structural Component Design and Detailing (For Use in the Simplified Analysis Procedure of Section 1617.5) > 1620.2.1 Second-Order Load Effects
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