Codecheck EN1992:2004

 

Beam

Plate

Column

Wall

Cross section minimal dimensions

N/A

N/A

N/A

N/A

Smin longitudinal

8.2

for prestressed: 8.10.1.2

8.2

for prestressed: 8.10.1.2

8.2

8.2

Smax longitudinal

9.2.3(4)

9.3.1.1(3)

9.5.3(6)

9.6.2(3)

9.6.3(2)

Smax longitudinal flange

9.2.3(4)

 

   

Sl;max stirrups

9.2.2(6)

9.2.1.2(3)

if h > 200 mm and if shear reinforcement is necessary: 9.3.2(4)

 

 

St;max stirrups transverse

 

if h > 200 mm and if shear reinforcement is necessary: 9.3.2(5)

9.5.3(3)

 

Smax stirrups torsion

9.2.3(3)

 

 

 

Smax longitudinal torsion

9.2.3(4)

 

 

 

Smax secondary transversal reinforcement

 

9.3.1.1(3)

 

 

As;min (instead of Mr)

9.2.1.1(1)

9.3.1.1(1)

9.5.2(2)

 

As;max

9.2.1.1(3)

9.3.1.1(1)

9.5.2(3)

 

As;vmin vertical reinforcement

 

 

 

9.6.2(1)

As;vmax vertical reinforcement

 

 

 

9.6.2(1)

As;min secondary transversal reinforcement

 

9.3.1.1(2)

 

 

∅min longitudinal

 

 

9.5.2(1)

 

∅min transversal

 

 

9.5.3(1)

 

Minimum reinforcement bend diameter ∅m;min

8.3 table 8.1N

8.3 table 8.1N

N/A

N/A

Mpf

9.2.1.2

 

 

 

Mr

N/A

N/A

N/A

N/A

Double net is needed

N/A

N/A

N/A

N/A

al shift rule

9.2.1.3(9.2)

9.3.1.1(4)

 

 

 

Detailing rule EN1992#8.2(3) is not implemented and user must take care about vertical positioning of reinforcement bars