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// CODE SNIPPET

1617.6.1.1 ASCE 7, Table 9.5.2.2

NYC Building Code 2008 > 16 Structural Design > 1617 Earthquake Loads — Minimum Designlateral Force and Related Effects > 1617.6 Seismic-Force-Resisting Systems > 1617.6.1 Modifications to ASCE 7, Section 9.5.2.2 > 1617.6.1.1 ASCE 7, Table 9.5.2.2
JUMP TO FULL CODE CHAPTER
Delete ASCE Table 9.5.2.2 and replace with Table 1617.6.2.

Related Code Sections


1617.6.1.1 Structural Design, ASCE 7, Table 9.5.2.2
Delete ASCE Table 9.5.2.2 and replace with Table 1617.6.2 ...
NYC Building Code 2008 > 16 Structural Design > 1617 Earthquake Loads — Minimum Designlateral Force and Related Effects > 1617.6 Seismic-Force-Resisting Systems > 1617.6.1 Modifications to ASCE 7, Section 9.5.2.2 > 1617.6.1.1 ASCE 7, Table 9.5.2.2
1620.1.2 Structural Design, ASCE 7, Section 9.5.2.6.2.11
Modify ASCE 7, Section 9.5.2.6.2.11, to read as follows: 9.5.2.6.2.11 Elements supporting discontinuous walls or frames. Columns, beams ...
NYC Building Code 2008 > 16 Structural Design > 1620 Earthquake Loads — Design, Detailing Requirements and Structural Component Load Effects > 1620.1 Structural Component Design and Detailing > 1620.1.2 ASCE 7, Section 9.5.2.6.2.11
1613.6 Structural Design, Alternatives to ASCE 7-10
The provisions of Section 1613.6 shall be permitted as alternatives to the relevant provisions of ASCE 7-10 ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.6 Alternatives to ASCE 7-10
1613.5.6 Structural Design, Determination of Seismic Design Category
of ASCE 7-10. Each building and structure shall be assigned to the more severe seismic design category in accordance with Table 1613.5.6(1) or 1613.5.6(2 ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.5 Seismic Ground Motion Values > 1613.5.6 Determination of Seismic Design Category
1616.5.1 Structural Design, Building Configuration (For Use in the Simplifiedanalysis Procedure of Section 1617.5)
9.5.5.5.2 of ASCE 7 1620.4.1 9.5.2.1 of ASCE 7 9.5.5.7.1 of ASCE 7 C and D, D, D, C and D 1b Extreme Torsional Irregularity ...
NYC Building Code 2008 > 16 Structural Design > 1616 Earthquake Loads — Criteria Selection > 1616.5 Building Configuration > 1616.5.1 Building Configuration (For Use in the Simplifiedanalysis Procedure of Section 1617.5)
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