Seismic Detailing Check

EN 1998-1 (DCM)
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Global Material Properties

1. Beam Geometry

h b

Reinforcement

Links (Shear)

2. Detailing Checks

Critical Region lcr 0 mm
EN 1998-1 Cl. 5.4.3.1.2(1)
Ratio ρ (Tension) 0.00%
Min ρmin
0.00%--
EN 1998-1 Cl. 5.4.3.1.2(5)
Max ρmax
0.00%--
EN 1998-1 Cl. 5.4.3.1.2(4)
Compression Ratio Check
0.00%--
EN 1998-1 Cl. 5.4.3.1.2(5)

Transverse (Hoops)

Max Spacing
0 mm--
EN 1998-1 Cl. 5.4.3.1.2(6)

3. Shear & Coupling

Capacity Design (Shear)

?
Design VEd 0 kN
EN 1998-1 Eq (5.8)
Capacity VRd,s
0 kN--
EN 1992-1-1 Eq (6.8)

Coupling Beams

Limit Vlim 0 kN
EN 1998-1 Cl. 5.5.3.5
Check VEd ≤ Vlim --

1. Geometry & Loads

hc bc

Seismic Loads

?

2. Reinforcement

Longitudinal

Transverse (Hoops)

Confinement Details

EN 1998-1 Eq (5.17)

3. Checks (Cl 5.4.3.2.2)

Axial Limit νd
0.00--
EN 1998-1 Cl. 5.4.3.2.1(3)

Confinement

Effectiveness α 0.00
EN 1998-1 Eq (5.16)
Vol Ratio ωwd 0.00
αωwd Check
0.00--
EN 1998-1 Eq (5.15)

Shear Capacity

Design VEd 0 kN
EN 1998-1 Eq (5.9)
VRd,s (Steel) 0 kN
EN 1992-1-1 Eq (6.8)
VRd,max (Strut) 0 kN
EN 1992-1-1 Eq (6.9)
Status --

1. Boundary Element

hc bc Web
?

Loads

2. Boundary Reinforcement

Longitudinal

Transverse

Confinement

3. Checks (Cl 5.4.3.4.2)

Axial Limit νd
0.00--
EN 1998-1 Cl. 5.4.3.4.1(2)

Confinement

Alpha α 0.00
EN 1998-1 Eq (5.16)
Vol Ratio ωwd 0.00
Check (αωwd)
0.00--
EN 1998-1 Eq (5.20)
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