// CODE SNIPPET
Related Code Sections
14.5.2 Plain Concrete, Flexure
M n shall be the lesser of Eq. (220.127.116.11a) calculated at the tension face and Eq. (18.104.22.168b) calculated at the compression face ...
Building Code Requirements for Structural Concrete of New York State > 14 Plain Concrete > 14.5 Design Strength > 14.5.2 Flexure
18.12.8 Earthquake-Resistant Structures, Flexural Strength
Diaphragms and portions of diaphragms shall be designed for flexure in accordance with Chapter 12. The effects of openings shall be considered ...
Building Code Requirements for Structural Concrete of New York State > 18 Earthquake-Resistant Structures > 18.12 Diaphragms and Trusses > 18.12.8 Flexural Strength
1808.2.23.2.3 Soils and Foundations, Flexural Strength
Where the vertical lateral-force-resisting elements are columns, the grade beam or pile cap flexural strengths shall exceed the column flexural ...
2010 Building Code of NY > 18 Soils and Foundations > 1808 Pier and Pile Foundations > 1808.2 Piers and Piles-General Requirements > 1808.2.23 Seismic Design of Piers or Piles > 1808.2.23.2 Seismic Design Category D, E or F > 1808.2.23.2.3 Flexural Strength
22.3 Sectional Strength, Flexural Strength
Nominal flexural strength M n shall be calculated in accordance with the assumptions of 22.2 ...
Building Code Requirements for Structural Concrete of New York State > 22 Sectional Strength > 22.3 Flexural Strength
(D) Equipment for General Use, Flexural Capability
Where installed on flexible structures, the heating elements and assemblies shall have a flexural capability that is compatible with the structure ...
National Electrical Code 2017 of New York State > 4 Equipment for General Use > 426 Fixed Outdoor Electric Deicing and Snow-Melting Equipment > 426.21 Exposed Deicing and Snow-Melting Equipment > (D) Flexural Capability