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// CODE SNIPPET

2107.3 ACI 530/ASCE 5/TMS 402, Section 2.1.3, Design Strength

2010 Building Code of NY > 21 Masonry > 2107 Allowable Stress Design > 2107.3 ACI 530/ASCE 5/TMS 402, Section 2.1.3, Design Strength
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Delete Sections 2.1.3.4 through 2.1.3.4.3.

Related Code Sections


2107.3 Masonry, ACI 530/ASCE 5/TMS 402, Section 2.1.3, Design Strength
Delete Sections 2.1.3.4 through 2.1.3.4.3 ...
2010 Building Code of NY > 21 Masonry > 2107 Allowable Stress Design > 2107.3 ACI 530/ASCE 5/TMS 402, Section 2.1.3, Design Strength
2106.1.1 Masonry, Basic Seismic-Force-Resisting System
with the requirements of Section 1.14.2.2.4 of ACI 530/ASCE 5/TMS 402 and shall be designed by Chapter 4, Section 4.4.3, of ACI 530/ASCE 5/TMS 402 for flexural ...
2010 Building Code of NY > 21 Masonry > 2106 Seismic Design > 2106.1 Seismic Design Requirements for Masonry > 2106.1.1 Basic Seismic-Force-Resisting System
2101.2 Masonry, Design Methods
Glass unit masonry shall comply with the provisions of Section 2110 or Chapter 7 of ACI 530/ASCE 5/TMS 402 ...
2010 Building Code of NY > 21 Masonry > 2101 General > 2101.2 Design Methods
2108.1 Masonry, General
The design of masonry structures using strength design shall comply with Section 2106 and the requirements of Chapters 1 and 3 of ACI 530/ASCE 5/TMS ...
2010 Building Code of NY > 21 Masonry > 2108 Strength Design of Masonry > 2108.1 General
2108.1 Masonry, General
of TMS 402/ACI 530/ASCE 5, except as modified by Sections 2108.2 through 2108.3. Exception: AAC masonry shall comply with the requirements ...
Building Code 2015 of New York State > 21 Masonry > 2108 Strength Design of Masonry > 2108.1 General
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