Library       Calculate

Shear Wall Detailing for Ductility Class DCM
According to Eurocode: EN 1998-1

shear-wall-section.png

Shear wall dimensions

Length - lw = mm

Web thickness - bwo = mm

Total height - hw = mm

Clear floor height - hs = mm

Number of storeys - ns =

Confined zone dimensions

bc = mm, hc = mm

Maximum seismic axial load - NEd = kN

 

Concrete   [EN 1992-1-1, Table 3.1]

Characteristic compressive cylinder strength

fck = MPa

Partial safety factor - γc = 1.5 , αct = 1 , αcc =

 

Longitudinal reinforcement

Characteristic yield strength - fyk = MPa

Steel class -

Reinforcement at each confined zone

Bar diameter - dbL = mm

Bar count - nb =

Bar count along "h0" - nb1 =

Vertical web reinforcement

Bar diameter - dbv = mm

Bar spacing - sv = mm

Horizontal web reinforcement

Bar diameter - dbh = mm

Bar spacing - sh = mm

 

Transverse reinforcement at confined zones

Characteristic yield strength - fywk = MPa

Design yield strength - fywd = fywk/γs MPa

Links concrete cover - c = mm

Links diameter - dbw = mm

Analysis results

Fundamental period of first vibration mode - T1 = s

Upper limit period of constant spectral acceleration - TC = s

Basic behavior factor value - q0 =

Design bending moment - MEd = kNm

Bending moment capacity - MRd = kNm

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


Substitute