Cross-Section Engineering
N-M Interaction Diagram
GeometryKDS 24 14
ReinforcementKDS 14 20
MaterialsCompliant
KDS Design Checks
Min ReinforcementN/A
Max ReinforcementN/A
Steel Strain (εt)-
Phi (φ) KDS Factor0.85
Material Status
Conc. Max Stress25.5 MPa
Neutral Depth Ratio0.34
Design Moment (φMn)0.00 kNm
Nominal Moment (Mn)0.00 kNm
Neutral Axis (c)0.0 mm
Reinforc. Area (As)0 mm²
Detailed Calculation Trace (Analytical)
- Concrete Compression Force (Cc): 0.0 kN
- Steel Tension Force (Ts): 0.0 kN
- Steel Compression (Cs): 0.0 kN
- Internal Equilibrium (ΣF): 0.0 kN