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