Input data

Column

Dimensions - c₁ =   mm, c₂ =   mm

Design loads

Support reaction - V_Ed =   kN

Bending moments

M_{x_Ed} =   kNm, M_{y_Ed} =   kNm

Slab

Depth - h =   mm

Concrete cover - c =   mm

Longitudinal bars diameter - d_bL =   mm

Links diameter - d_w =   mm

Longitudinal reinforcement area

A_sx =   mm²/m, A_sy =   mm²/m

Material properties

Concrete [EN 1992-1-1, Table 3.1]

Characteristic compressive cylinder strength - f_ck =   MPa

Partial safety factor for concrete - γ_c = 1.5 , α_cc =  

Steel

Characteristic yield strength - f_yk =   MPa