Associated Shear Force - Calculated with the equivalent linear combination

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Associated Shear Force - Calculated with the equivalent linear combination

Vz,maxN = 0,482 · 0,480 kN - 0,087 · (-1,635 kN) + 0,289 · (-0,556 kN) - 0,822 · 1,546 kN = -1,058 kN

Associated Shear Force - Calculated with the equivalent linear combination

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