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Title: Section 2107  •  Size: 2501

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SECTION 2107 - WORKING STRESS DESIGN OF MASONRY

2107.2.2.1 Maximum reinforcement size. The maximum size of reinforcement shall be No. 11 bars. Maximum reinforcement area in cells shall be 6 percent of the cell area without splices and 12 percent of the cell area with splices.

2107.2.2.2 Cover. All reinforcing bars, except joint reinforcement, shall be completely embedded in mortar or grout and have a minimum cover, including the masonry unit, of at least 3/4 inch (19 mm), 1 1/2 inches (38 mm) of cover when the masonry is exposed to weather and 2 inches (51 mm) of cover when the masonry is exposed to soil.

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