Y
20 X-X
2 1
-40
4x9
50 30 60
20
20
-70
28
4x20
2
50
-1.20 3 1 2 4
20 1.00 20
1.00
4x20
4x20
45
X
20 Y-Y
50
4x20
1
28
-40
4x9
50 30 60
20
20
-70
50 50
28 45 28 -1.20 4 1 2 3
20 1.00 20 20 1.00 20
Pos. Reinforcement Code Shape Pos. Reinforcement Code Shape
1 10HA 12 l=1.28 00 4 8HA 12 l=98 00
22
18
90 79
2 10HA 10 l=1.24 00
16
90
35
3 6HA 8 l=1.55 31
35
10
Tel. Fax Steel HA 500 = 19 kg
Cracking not permissible Concrete : BETON30 = 0.421 m3
Steel HA 500 = 10.6 kg
Formwork = 2.28 m2 Cover c1 = 5 cm, c2 = 5 cm
Semelle5...8 Number 1
Density (unit weight) = 70.31 kg/ m3
Lean concrete = 0.98m3 View scale 1/20
GARE RACLEUR Fc28 = 20MPa Page 1/2
20 X-X 20 Y-Y
-40 -40
50 30 60
50 30 60
-70 -70
-1.20 -1.20
20 1.00 20 20 1.00 20
Tel. Fax Steel HA 500 = 19 kg
Cracking not permissible Concrete : BETON30 = 0.421 m3
Steel HA 500 = 10.6 kg
Formwork = 2.28 m2 Cover c1 = 5 cm, c2 = 5 cm
Semelle5...8 Number 1
Density (unit weight) = 70.31 kg/ m3
Lean concrete = 0.98m3 View scale 1/50
GARE RACLEUR Fc28 = 20MPa Section scale 1/50 Page 2/2