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// CODE SNIPPET

2107.7 ACI 530/ASCE 5/TMS 402, Section 2.3.6, Maximum Bar Size

2010 Building Code of NY > 21 Masonry > 2107 Allowable Stress Design > 2107.7 ACI 530/ASCE 5/TMS 402, Section 2.3.6, Maximum Bar Size
JUMP TO FULL CODE CHAPTER
Add the following to Chapter 2:

2.3.6 Maximum bar size. The bar diameter shall not exceed one-eighth of the nominal wall thickness and shall not exceed one-quarter of the least dimension of the cell, course or collar joint in which it is placed.

Related Code Sections


2107.7 Masonry, ACI 530/ASCE 5/TMS 402, Section 2.3.6, Maximum Bar Size
Add the following to Chapter 2: 2.3.6 Maximum bar size. The bar diameter shall not exceed one-eighth of the nominal wall thickness and shall ...
2010 Building Code of NY > 21 Masonry > 2107 Allowable Stress Design > 2107.7 ACI 530/ASCE 5/TMS 402, Section 2.3.6, Maximum Bar Size
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
Section 2101 Masonry, General
with the provisions of Section 2106 and Chapter 1 and Appendix A of ACI 530/ASCE 5/TMS 402. AAC masonry shall not be used in the seismic-force ...
2010 Building Code of NY > 21 Masonry > 2101 General
2109.1 Masonry, General
Empirically designed masonry shall conform to the requirements of Appendix A of TMS 402/ACI 530/ASCE 5, except where otherwise noted in this section ...
Building Code 2015 of New York State > 21 Masonry > 2109 Empirical Design of Masonry > 2109.1 General
1405.6 Exterior Walls, Anchored Masonry Veneer
to the requirements of Section 12.2.2.10 of TMS 402/ACI 530/ASCE 5 ...
Building Code 2015 of New York State > 14 Exterior Walls > 1405 Installation of Wall Coverings > 1405.6 Anchored Masonry Veneer
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