!!!EMERGENCY
Concrete = C20
b (mm) =400
h (mm) = 650
3. The geometry and reinforcement configuration of the column is given below. The material properties are Cx / S420. The analysis results due to different loading combinations are as follows: Combo 1: Nd=1250 kN / Mdx = 250 KN Combo 2: Nd=1000 kN / Mdx = 400 KN Combo 2: Nd=750 kN / Mdx = 550 KN Determine the longitudinal reinforcement of the column. C (b/h) h2 8ød х n W2 b2 b/2
!!!EMERGENCY Concrete = C20 b (mm) =400 h (mm) = 650
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