1x
001716
2024-12-04

Barra 2: flexão biaxial Mz

Barra 2: Flexão uniaxial Mz

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

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