Formula 4

Formula

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000594

y = 2 · 10 = 20 mAfr = 2 · (30 m  20 m) · 4 m  2 · (30 m  20 m) · 5.22 m = 184.4 m²qp(ze) = 2.1 · qb · z100.24 = 2.1 · 0.39 kN/m² · 5.5 m100.24 = 0.711 kN/m²Ffr = 0.04 · 0.711kN/m² · 184.4 m² = 5.245 kN

Formula 4

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