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// CODE SNIPPET

1616.9.1 Static Elastic Analysis

NYC Building Code 2014 > 16 Structural Design > 1616 Structural Integrity — Key Element Analysis > 1616.9 Analysis Procedures > 1616.9.1 Static Elastic Analysis
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For analysis of this type, dynamic effects of member loss or dynamic effects of specific local loads need not be considered. The structural demand is obtained from linear static analysis. However, structural member capacity is based on ultimate capacity of the entire cross section. The demand/capacity ratio of structural elements shall not exceed one.

Related Code Sections


1616.9.1 Structural Design, Static Elastic Analysis
is obtained from linear static analysis. However, structural member capacity is based on ultimate capacity of the entire cross section. The demand ...
NYC Building Code 2014 > 16 Structural Design > 1616 Structural Integrity — Key Element Analysis > 1616.9 Analysis Procedures > 1616.9.1 Static Elastic Analysis
1626.9.1 Structural Design, Static Elastic Analysis
For analysis of this type, dynamic effects of member loss or dynamic effects of specific local loads need not be considered. The structure ...
NYC Building Code 2008 > 16 Structural Design > 1626 Structural Integrity—Key Element Analysis > 1626.9 Analysis Procedures > 1626.9.1 Static Elastic Analysis
1616.9 Structural Design, Analysis Procedures
of specific local loads need not be considered. The structural demand is obtained from linear static analysis. However, structural member capacity ...
NYC Building Code 2014 > 16 Structural Design > 1616 Structural Integrity — Key Element Analysis > 1616.9 Analysis Procedures
1626.9 Structural Design, Analysis Procedures
Static inelastic analysis using energy equilibrium may also be used. The structure does not need to remain elastic; however, the response ratio ...
NYC Building Code 2008 > 16 Structural Design > 1626 Structural Integrity—Key Element Analysis > 1626.9 Analysis Procedures
1616.9.3 Structural Design, Energy Methods
Static inelastic analysis using energy equilibrium may also be used. The structure does not need to remain elastic; however, the response ratio ...
NYC Building Code 2014 > 16 Structural Design > 1616 Structural Integrity — Key Element Analysis > 1616.9 Analysis Procedures > 1616.9.3 Energy Methods
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