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

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Column dimensions

Cross section - bc = mm, hc = mm

Clear height - lcl = mm

Cross section area - Ac = bc·hc mm²

Maximum seismic axial load - NEd = kN

 

[EN 1992-1-1, Table 3.1]

Concrete

Characteristic compressive cylinder strength - fck = MPa

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

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Longitudinal reinforcement

Characteristic yield strength - fyk = MPa

Steel class -

Bar diameter - dbL = mm

Bar count - nb =

Bar count along "hc" - nb1 =

 

Transverse reinforcement

Link diameter - dbw = mm

Characteristic yield strength - fywk = MPa

Analysis results

Fundamental period of first vibration mode - T1 = s

Upper limit period of constant spectral acceleration - TC = s

Basic behavior factor value - q0 =


Substitute