// CODE SNIPPET
1905A.1.14 ACI 318, Table 21.2.2
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Replace Table 21.2.2 as follows:
| NET TENSILE STRAIN εt | CLASSIFICATION | Φ | |||
| Type of transverse reinforcement | |||||
| Spirals conforming to 25.7.3 | Other | ||||
| εt ≤ εty | Compression-controlled | 0.75 | (a) | 0.65 | (b) |
| εty < εt < 0.005 | Transition1,2 | (c) | (d) | ||
| εt ≥ 0.005 | Tension-controlled3 | 0.9 | (e) | 0.9 | (f) |
- For sections classified as transition, it shall be permitted to use Φ corresponding to compression-controlled sections.
- ε t * is the greater of net tensile strain calculated for Pn = 0.1Agf'c and 0.005.
- For sections with factored axial compression force Pu ≥ 0.1Agf' c, Φ shall be calculated using equation (c) or (d) for sections classified as transition, as applicable.
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TABLE 21.2.2
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TABLE 21.2.2
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TABLE 21.2.2
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Replace Table 21.2.2 as follows:
TABLE 21.2.2
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California Building Code 2019 (Vol 1 & 2) > 19 Concrete > 1909 Additional Requirements for Community Colleges [DSA-SS/CC] > 1909.3 Modifications to ACI 318 > 1909.3.6 ACI 318, Table 21.2.2
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Replace Table 21.2.2 as follows:
TABLE 21.2.2
STRENGTH REDUCTION FACTOR Φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE ...
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