Concrete Column Design

EN 1992-1-1 & EN 1992-1-2 (EC2) | Biaxial Interaction & Slenderness
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Design Inputs

Auto-calculates Axial Force (N_Ed) based on tributary area and EC2 load factors (1.35G + 1.5Q).

Analysis Results

0 N_Ed (kN)
0 Final M_Ed,y
0 Final M_Ed,z
PASS Overall
Moment Capacity (y-y) 0 kNm
Moment Capacity (z-z) 0 kNm
Major Axis (y-y) Utilization 0%
Minor Axis (z-z) Utilization 0%
Biaxial Bending Verification 0%
Fire Resistance (EN 1992-1-2) PASS
Longitudinal Steel Limits 0%
Link Spacing Limits 0%
M-N Interaction Envelope (Major Axis, y-y)
M-N Interaction Envelope (Minor Axis, z-z)
Biaxial Bending Interaction Diagram
Cross-Section (To Scale)
Column Elevation
0 kg Total Mass
0 Carbon (kgCO2e)
€0 Est. Concrete Cost
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