2x
001715
2024-12-04

Barra 1: flexão uniaxial My

Barra 1: Flexão uniaxial My

Mcr = fctm · Wy
Mcr = 0.29 kN/m2 · 3081 cm3
Mcr = 893 kNcm = 8.9 kNm

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