Reinforced Concrete Calculate Settings

Column Design for Bending and Axial Force
According to Eurocode: EN 1992-1-1

column-design.png

Cross section dimensions

Width - b =   mm, Height - h =   mm

Reinforcement area

Left - As1 =   mm², Right - As2 = As1 mm²

Concrete cover to the center of reinforcement

Left - d1 =   mm, Right - d2 = d1 mm

Section design loads

№ 1 - MEd_1 =   kN·m, NEd_1 =   kN
№ 2 - MEd_2 =   kN·m, NEd_2 =   kN
№ 3 - MEd_3 =   kN·m, NEd_3 =   kN
№ 4 - MEd_4 =   kN·m, NEd_4 =   kN
№ 5 - MEd_5 =   kN·m, NEd_5 =   kN

All input values for MEd and NEd must be positive!

Positive axial force is compressive!

Material properties

[EN 1992-1-1, Table 3.1]

Concrete

Characteristic compressive cylinder strength - fck =   MPa

Partial safety factor for concrete - γc = 1.5 , αcc =  

Steel

Characteristic yield strength - fyk =   MPa

Imperfections and second order effects

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 =