51x
000700
2024-09-26

Calculation According to EN 1993-1-1, 6.3.1.2

χ = 1ϕ  ϕ2 - λ¯2  1
ϕ = 0.5 · 1  α · λ¯ - 0.2  λ¯2 
λ¯z = A · fyNcr,z
Ncr,z = π2 · E · Izl2 = π2 · 21000 kN/cm2 · 10140 cm4650 cm2 = 4974.28 kN
λ¯z = 180.6 cm2 ·23.5 kN/cm24974.28 kN = 0.924

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