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48x

000857

2024-10-07

Corresponding Shear Force – Calculated with Equivalent Linear Combination

Corresponding Shear Force – Calculated with Equivalent Linear Combination

V_{z, maxN} = 0.482 \cdot 0.480 kN - 0.087 \cdot (- 1.635 kN) + 0.289 \cdot (- 0.556 kN) - 0.822 \cdot 1.546 kN = - 1.058 kN

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