!!!! EMERGENCY
P (kN)=950
d (mm)=1
2. The geometry and reinforcement configuration of the column is given below and the axial load acting on the column, N="P" kN (compression) is given in Table below. The material properties are c30/5420. Determine the moment capacity of the column in X and Y directions. 250 C (300/500) 8ød х 500 250 150 150 300
!!!! EMERGENCY P (kN)=950 d (mm)=1
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!!!! EMERGENCY P (kN)=950 d (mm)=1
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