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46x

000707

2023-07-14

Equivalent Moment Factor

Equivalent Moment Factor C_my According to Table B.3

α_{h} = \frac{M_{h}}{M_{s}} = \frac{0.00 kNm}{79.22 kNm} = 0

C_{my} = 0.95 + 0.05 \cdot α_{h} = 0.95

{\bar{λ}}_{y} = 0.448

N_{Rk} = A \cdot f_{y} = 180.60 {cm}^{2} \cdot 23.5 \frac{kN}{{cm}^{2}} = 4244.1 kN

k_{yy} = 0.95 \cdot (1 (0.448 - 0.2) \cdot \frac{2000 kN}{0.907 \cdot \frac{4244.10 kN}{1.0}}) = 1.07

k_{yy, \max} = 0.95 \cdot (1 0.8 \cdot \frac{2000 kN}{0.907 \cdot \frac{4244.10 kN}{1.0}}) = 1.34

1.07 < 1.34

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