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// CODE SNIPPET

A505.2.3 Partially Grouted Masonry

2010 Existing Building Code of NY > A5 Earthquake Hazard Reduction in Existing Concrete Buildings and Concrete With Masonry Infill Buildings > A505 General Requirements > A505.2 Properties of In-Place Materials > A505.2.3 Partially Grouted Masonry

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A minimum of five units shall be removed from the walls and tested in conformance with ASTM C 90. Compressive strength of the masonry is permitted to be determined in accordance with Tables 2105.2.2.1.1 and 2105.2.2.1.2 of the Building Code of New York State , assuming Type S mortar. The strain associated with peak stress may be taken as 0.0025.

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