Beam dimensions

Cross section - b_w =   mm, h_w =   mm

Clear beam span - l_cl =   mm

Slab depth - h_f =   mm

Dimensions of columns - b_c =   mm, h_c =   mm

Maximum seismic axial load in beam - N_Ed =   kN

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

Bottom reinforcement in critical regions

Bar diameter - d_bL1 =   mm

Effective cross section depth - d₁ =   mm

Reinforcement area - A_s1 =   mm²

Top reinforcement at supports

Bar diameter - d_bL2 =   mm

Effective cross section depth - d₂ =   mm

Reinforcement area - A_s2 =   mm²

Fundamental period of first vibration mode - T₁ =   s

Upper limit period of constant spectral acceleration - T_C =   s

Basic behavior factor value - q₀ =  

[§ 5.6.2.2 (2), a)]

For interior beam-column joints

Minimal normalized design axial force at column - ν_d =   (ν_d = N_Еd / f_cdA_c)

[§ 5.6.2.2 (2), b)]

For exterior beam-column joints

Minimal normalized design axial force at column - ν_d =  

Transverse reinforcement

Hoop diameter - d_bw =   mm

Characteristic yield strength - f_ywk =   MPa