1.1. Nominal axial resistance at zero eccentricity
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| CSA A23.3-19 (Equation 10.1) |
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1.2. Factored axial load resistance at zero eccentricity
Since this column is a tied column with steel strain in compression: | |
| CSA A23.3-19 (Equation 10.11) |
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Where: | |
| CSA A23.3-19 (8.4.2) |
| CSA A23.3-19 (8.4.3(a)) |
1.3. Maximum factored axial load resistance
| CSA A23.3-19 (Equation 10.9) |
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