Width - b = mm, Height - h = mm
Left - As1 = mm², Right - As2 = As1 mm²
Concrete cover to the center of reinforcement
Left - d1 = mm, Right - d2 = d1 mm
All input values for MEd and NEd must be positive!
Positive axial force is compressive!
[EN 1992-1-1, Table 3.1]
Characteristic compressive cylinder strength - fck = MPa
Partial safety factor for concrete - γc = 1.5 , αcc =
Characteristic yield strength - fyk = MPa
Ratio of quasi-permanent bending moment: M0Eqp/M0Ed = KG =
Long term creep factor - φ(∞,t0) = φ =
Column height - L = mm
Effective column height - Lo = ·L mm
Number of vertical elements - m =