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2107.2.6 ACI 530/ASCE 5/TMS 402, Maximum Reinforcement Percentage
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Special reinforced masonry shear walls having a shear span ratio, M/Vd, equal to or greater than 1.0 and having an axial load, P greater than 0.05 f'mAn which are subjected to in-plane forces, shall have a maximum reinforcement ratio, rmax, not greater than that computed as follows:
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2107.2.6 Masonry, ACI 530/ASCE 5/TMS 402, Maximum Reinforcement Percentage
0.05 f' m A n which are subjected to in-plane forces, shall have a maximum reinforcement ratio, r max , not greater than that computed ...
NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.6 ACI 530/ASCE 5/TMS 402, Maximum Reinforcement Percentage
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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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NYC Building Code 2014 > 14 Exterior Walls > 1405 Installation of Wall Coverings > 1405.6 Anchored Masonry Veneer