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2109.2.3 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).
Bolt values shall not exceed those set forth in Table 2109.2.3.1.
ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
DIAMETER OF BOLTS (inches) | MINIMUM EMBEDMENT (inches) | SHEAR (pounds) |
1/2 | — | — |
5/8 | 12 | 200 |
3/4 | 15 | 300 |
7/8 | 18 | 400 |
1 | 21 | 500 |
11/8 | 24 | 600 |
For SI: 1 inch = 25.4 mm, 1 pound = 4.448 N.
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