Column dimensions

Cross section - b_c =   mm, h_c =   mm

Clear storey height - l_cl =   mm

Cross section area - A_c = b_c·h_c mm²

Maximum seismic axial load - N_Ed =   kN

[EN 1992-1-1, Table 3.1]

Concrete

Characteristic compressive cylinder strength - f_ck =   MPa

Partial safety factor - γ_c = 1.5 , α_ct = 1 , α_cc =  

Longitudinal reinforcement

C =  

Characteristic yield strength - f_yk =   MPa

Steel class - Class B Class C

Bar diameter - d_bL =   mm

Bar count - n_b =  

Bar count along "h_c" - n_b1 =  

Transverse reinforcement

Hoop diameter - d_bw =   mm

Characteristic yield strength - f_ywk =   MPa

Analysis results

Fundamental period of first vibration mode - T₁ =   s

Upper limit period of constant spectral acceleration - T_C =   s

Basic behavior factor value - q₀ =