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2109.3.3 Allowable stress

Florida Building Code 2014 > 21 Masonry > 2109 Empirical Design of Masonry > 2109.3 Adobe construction > 2109.3.3 Allowable stress
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The allowable compressive stress based on gross cross-sectional area of adobe shall not exceed 30 psi (207 kPa).

2109.3.3.1 Bolts

Bolt values shall not exceed those set forth in Table 2109.3.3.1.

TABLE 2109.3.3.1
ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY

DIAMETER OF BOLTS
(inches)		MINIMUM EMBEDMENT
(inches)		SHEAR
(pounds)
1/2——
5/812200
3/415300
7/818400
121500
11/824600
For SI: 1 inch = 25.4 mm, 1 pound = 4.448 N.
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