Shear wall dimensions

Length - l_w =   mm

Web thickness - b_wo =   mm

Total height - h_w =   mm

Clear storey height - h_s =   mm

Number of storeys - n_s =  

Confined zone dimensions

b_c =   mm, h_c =   mm

Maximum seismic axial load - N_Ed =   kN

Concrete   [EN 1992-1-1, Table 3.1]

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

Reinforcement for each confined boundary element

Bar diameter - d_bL =   mm

Bar count - n_b =  

Bar count along "h₀" - n_b1 =  

Vertical web reinforcement

Bar diameter - d_bv =   mm

Bar spacing - s_v =   mm

Horizontal web reinforcement

Bar diameter - d_bh =   mm

Bar spacing - s_h =   mm

Transverse reinforcement in confined boundary elements

Characteristic yield strength - f_ywk =   MPa

Design yield strength - f_ywd = f_ywkγ_s MPa

Concrete cover to hoops - c =   mm

Hoop diameter - d_bw =   mm

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 =  

Design bending moment - M_Ed =   kNm

Bending moment capacity - M_Rd =   kNm

(The above values refer to the section above the base)