24x
000857
2024-01-16

Corresponding shear force - calculated with equivalent linear combination

Corresponding shear force - calculated with 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