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2107.2.4 ACI 530/ASCE 5/TMS 402, Maximum Bar Size
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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.
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2107.2.4 Masonry, ACI 530/ASCE 5/TMS 402, 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 ...
NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.4 ACI 530/ASCE 5/TMS 402, Maximum Bar Size
2107.5 Masonry, TMS 402/ACI 530/ASCE 5, 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 ...
NYC Building Code 2014 > 21 Masonry > 2107 Allowable Stress Design > 2107.5 TMS 402/ACI 530/ASCE 5, Section 2.3.6, Maximum Bar Size
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Ordinary plain prestressed masonry shear walls shall comply with the requirements of Chapter 4 of ACI 530/ASCE 5/TMS 402 ...
NYC Building Code 2008 > 21 Masonry > 2106 Seismic Design > 2106.1 Seismic Design Requirements for Masonry > 2106.1.1 Basic Seismic-Force-Resisting System
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Reinforcing bars larger than No. 9 in size shall be spliced using mechanical connectors in accordance with ACI 530/ASCE 5/TMS 402, Section 2.1.10.6.3 ...
NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.5 ACI 530/ASCE 5/TMS 402, Splices for Large Bars
Section 2106 Masonry, Seismic Design
Masonry structures and components shall comply with the requirements in Section 1.13.2.2 of ACI 530/ASCE 5/TMS 402 and Section 1.13.3, 1.13.4, 1.13.5 ...