Table des Matières
Publicité
21.0 Exécution des éléments
(2e partie)
Répartition et positionement des ancrages par l'élément
Elé-
S
chéma
ment
d'an-
n°
crage
coté
A
(cf. a. à
[cm]
droite)
1
1
25
2
1
25
3
1
19
4
1
25
5
1
25
6
1
19
7
1
33
8
1
33
9
1
28
10
1
40
11
40
1
12
33
1
13
1
44
14
19
2
15
45
1
16
38
1
17
48
1
18
27
2
19
40
2
20
43
1
21
52
1
22
32
2
23
43
2
24
40
2
25
56
1
26
56
1
27
46
2
28
43
3
29
41
2
30
44
2
31
37,5
3
32
50
2
33
46
3
34
45
2
35
42
4
36
42
3
37
37
2
38
50
3
39
46
2
40
45
4
41
41
4
Avec des charges d'ancrage F > 90 kN, choisir des ancrages D+W 20 (F
34
Écarts d'ancrages
(selon le n° et la largeur d'élément)
C
C/2
C
C
1
[cm]
[cm]
[cm]
[cm]
50
---
---
50
---
---
62
---
---
75
---
---
75
---
---
87
---
---
84
---
---
84
---
---
94
---
---
70
---
---
95
---
---
---
109
---
87
---
---
---
---
67
70
110
---
---
124
---
---
---
104
---
---
---
71
75
---
---
52
68
139
---
---
---
121
---
---
---
82
79
---
---
61
78
---
---
71
74
138
---
---
138
---
---
---
---
71
87
82
---
---
---
---
76
92
---
---
85
102
---
100
---
---
---
96
79
91,5
---
---
---
---
84
101
---
---
---
---
108
---
---
---
121
105
100
---
---
---
---
96
112
---
---
---
---
---
---
D
E
A
2
[cm]
[cm]
[cm]
---
25
---
---
---
25
---
---
---
19
---
---
---
25
---
---
---
25
---
---
---
19
---
---
---
33
---
---
---
33
---
---
---
28
---
---
---
40
---
---
---
---
40
---
---
33
---
---
---
44
---
---
19
---
---
---
45
---
---
---
38
---
---
---
48
---
---
27
---
---
40
---
---
---
43
---
---
---
---
---
52
32
---
---
43
---
---
40
---
---
---
56
---
---
---
---
---
56
---
46
---
---
43
---
---
41
---
---
44
---
---
---
37,5
---
---
50
---
---
---
46
---
---
45
---
---
---
42
69
53
---
42
---
---
37
---
---
---
50
---
---
46
---
---
---
45
75
60
---
41
74
70
= 150 kN)
adm.
Exemples des différents schémas
d'ancrage
= numéro du schéma d'ancrage
1
B
A
C
2
B
A
C
C
1
2
(C
)
(C
)
2
1
3
B
A
C/2
C/2
4
B
A
D
E
D
A
A
A
A
Publicité
Table des Matières
