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2
5 5
4
6
1
3
6
5
6
ElévationEchelle=1/25
20 384.5 20
84x15
6x1818
6x185x15
81862
A
A
B
B
C
C
40
Coupe A-AEchelle=1/10
40
Coupe B-BEchelle=1/10
40
Coupe C-CEchelle=1/10
45 45 45
-
Arche Poutre BAEL Version 17.1 L.002 Béton=0.76 m3 Acier=147.2 kg d=202.1 kg/m3
Fi=12.2 mm Cof=5.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1818
Ferraillage des poutresFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 5HA20 487
3232
420135° 135°2 5HA14 268 2683 5HA12 455
18
18
418135° 135°4 5HA12 452
20
20
410135° 135°5 23HA8 166
35
40
6 69HA8 5740
Barre Lg/Poids
HA8 77.6/30.7HA12 45.4/40.3HA14 13.4/16.2HA20 24.4/60.1
2
5 5
4
6
1
3
6
5
6
ElévationEchelle=1/25
20 384.5 20
84x15
6x1818
6x185x15
81862
A
A
B
B
C
C
40
Coupe A-AEchelle=1/10
40
Coupe B-BEchelle=1/10
40
Coupe C-CEchelle=1/10
45 45 45
-
Arche Poutre BAEL Version 17.1 L.002 Béton=0.76 m3 Acier=147.2 kg d=202.1 kg/m3
Fi=12.2 mm Cof=5.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1818
Ferraillage des poutresFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 5HA20 48732
32
420135° 135°2 5HA14 268 2683 5HA12 455
18
18
418135° 135°4 5HA12 452
20
20
410135° 135°5 23HA8 166
35
40
6 69HA8 5740
Barre Lg/Poids
HA8 77.6/30.7HA12 45.4/40.3HA14 13.4/16.2HA20 24.4/60.1
2
5 5
4
6
1
3
6
5
6
ElévationEchelle=1/25
20 384.5 20
84x15
6x1818
6x185x15
81862
A
A
B
B
C
C
40
Coupe A-AEchelle=1/10
40
Coupe B-BEchelle=1/10
40
Coupe C-CEchelle=1/10
45 45 45
-
Arche Poutre BAEL Version 17.1 L.002 Béton=0.76 m3 Acier=147.2 kg d=202.1 kg/m3
Fi=12.2 mm Cof=5.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1818
Ferraillage des poutresFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 5HA20 48732
32
420135° 135°2 5HA14 268 2683 5HA12 455
18
18
418135° 135°4 5HA12 452
20
20
410135° 135°5 23HA8 166
35
40
6 69HA8 5740
Barre Lg/Poids
HA8 77.6/30.7HA12 45.4/40.3HA14 13.4/16.2HA20 24.4/60.1
2
5 5
4
6
1
3
6
5
6
ElévationEchelle=1/25
20 384.5 20
84x15
6x1818
6x185x15
81862
A
A
B
B
C
C
40
Coupe A-AEchelle=1/10
40
Coupe B-BEchelle=1/10
40
Coupe C-CEchelle=1/10
45 45 45
-
Arche Poutre BAEL Version 17.1 L.002 Béton=0.76 m3 Acier=147.2 kg d=202.1 kg/m3
Fi=12.2 mm Cof=5.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1818
Ferraillage des poutresFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 5HA20 48732
32
420135° 135°2 5HA14 268 2683 5HA12 455
18
18
418135° 135°4 5HA12 452
20
20
410135° 135°5 23HA8 166
35
40
6 69HA8 5740
Barre Lg/Poids
HA8 77.6/30.7HA12 45.4/40.3HA14 13.4/16.2HA20 24.4/60.1
3
2
1
ElévationEchelle=1/18
15 293 15
93x18
2430
2x2130
2721
182x15
812
A
A
30 29.3
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.1 Béton=0.29 m3 Acier=31.5 kg d=85.3 kg/m3
Fi=11.2 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1 1
Ferraillage longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 371
2525
318135° 135°2 3HA10 352
16
16
318135° 135°3 14HA8 136
25
35
Barre Lg/Poids
HA8 19.0/7.5HA10 10.6/6.5HA16 11.1/17.5
3
2
1
ElévationEchelle=1/18
15 293 15
93x18
2430
2x2130
2721
182x15
812
A
A
30 29.3
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.1 Béton=0.29 m3 Acier=31.5 kg d=85.3 kg/m3
Fi=11.2 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1 1
Ferraillage longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 14HA8 136
25
35
Barre Lg/Poids
HA8 19.0/7.5HA10 10.6/6.5HA16 11.1/17.5
3
2
1
ElévationEchelle=1/18
15 293 15
93x18
2430
2x2130
2721
182x15
812
A
A
30 29.3
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.1 Béton=0.29 m3 Acier=31.5 kg d=85.3 kg/m3
Fi=11.2 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1 1
Ferraillage longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 14HA8 136
25
35
Barre Lg/Poids
HA8 19.0/7.5HA10 10.6/6.5HA16 11.1/17.5
3
2
1
ElévationEchelle=1/18
15 293 15
93x18
2430
2x2130
2721
182x15
812
A
A
30 29.3
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.1 Béton=0.29 m3 Acier=31.5 kg d=85.3 kg/m3
Fi=11.2 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1 1
Ferraillage longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 14HA8 136
25
35
Barre Lg/Poids
HA8 19.0/7.5HA10 10.6/6.5HA16 11.1/17.5
4 4
21
3
4
ElévationEchelle=1/25
15 343 15
74x15
1824
2x3029
3024
182x15
3x127
1218
A
A
B
B
C
C
30 34.3
Coupe A-AEchelle=1/10
30 34.3
Coupe B-BEchelle=1/10
30 34.3
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.2 Béton=0.34 m3 Acier=36.1 kg d=84.0 kg/m3
Fi=10.1 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
2 2
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA12 404
1818
366135° 135°2 3HA12 310 3103 3HA10 402
16
16
368135° 135°4 18HA8 136
25
35
Barre Lg/Poids
HA8 24.4/9.6HA10 12.1/7.4HA12 21.4/19.0
4 4
21
3
4
ElévationEchelle=1/25
15 343 15
74x15
1824
2x3029
3024
182x15
3x127
1218
A
A
B
B
C
C
30 34.3
Coupe A-AEchelle=1/10
30 34.3
Coupe B-BEchelle=1/10
30 34.3
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.2 Béton=0.34 m3 Acier=36.1 kg d=84.0 kg/m3
Fi=10.1 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
2 2
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA12 310 3103 3HA10 402
16
16
368135° 135°4 18HA8 136
25
35
Barre Lg/Poids
HA8 24.4/9.6HA10 12.1/7.4HA12 21.4/19.0
4 4
21
3
4
ElévationEchelle=1/25
15 343 15
74x15
1824
2x3029
3024
182x15
3x127
1218
A
A
B
B
C
C
30 34.3
Coupe A-AEchelle=1/10
30 34.3
Coupe B-BEchelle=1/10
30 34.3
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.2 Béton=0.34 m3 Acier=36.1 kg d=84.0 kg/m3
Fi=10.1 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
2 2
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA12 310 3103 3HA10 402
16
16
368135° 135°4 18HA8 136
25
35
Barre Lg/Poids
HA8 24.4/9.6HA10 12.1/7.4HA12 21.4/19.0
4 4
21
3
4
ElévationEchelle=1/25
15 343 15
74x15
1824
2x3029
3024
182x15
3x127
1218
A
A
B
B
C
C
30 34.3
Coupe A-AEchelle=1/10
30 34.3
Coupe B-BEchelle=1/10
30 34.3
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.2 Béton=0.34 m3 Acier=36.1 kg d=84.0 kg/m3
Fi=10.1 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
2 2
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA12 310 3103 3HA10 402
16
16
368135° 135°4 18HA8 136
25
35
Barre Lg/Poids
HA8 24.4/9.6HA10 12.1/7.4HA12 21.4/19.0
6
1 2
7
3
7
4
6
5
6
7
ElévationEchelle=1/33
15 437.5
74x12
2x1518
2124
2x3022
2x3024
2118
2x154x12
6
49 49
1666
A
A
B
B
C
C
30 43.7
Coupe A-AEchelle=1/10
30 43.7
Coupe B-BEchelle=1/10
30 43.7
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.3 Béton=0.41 m3 Acier=75.5 kg d=141.4 kg/m3
Fi=11.7 mm Cof=3.9 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
3 3
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 524
32
490135°2 3HA14 309 3093 3HA8 71 13
58 135°4 3HA8 84 845 3HA8 498 12
485 135°6 24HA8 136
25
35
7 24HA8 5235
Barre Lg/Poids
HA8 64.7/25.5HA14 9.3/11.2HA20 15.7/38.8
6
1 2
7
3
7
4
6
5
6
7
ElévationEchelle=1/33
15 437.5
74x12
2x1518
2124
2x3022
2x3024
2118
2x154x12
6
49 49
1666
A
A
B
B
C
C
30 43.7
Coupe A-AEchelle=1/10
30 43.7
Coupe B-BEchelle=1/10
30 43.7
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.3 Béton=0.41 m3 Acier=75.5 kg d=141.4 kg/m3
Fi=11.7 mm Cof=3.9 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
3 3
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 524
32
490135°2 3HA14 309 3093 3HA8 71 13
58 135°4 3HA8 84 845 3HA8 498 12
485 135°6 24HA8 136
25
35
7 24HA8 5235
Barre Lg/Poids
HA8 64.7/25.5HA14 9.3/11.2HA20 15.7/38.8
6
1 2
7
3
7
4
6
5
6
7
ElévationEchelle=1/33
15 437.5
74x12
2x1518
2124
2x3022
2x3024
2118
2x154x12
6
49 49
1666
A
A
B
B
C
C
30 43.7
Coupe A-AEchelle=1/10
30 43.7
Coupe B-BEchelle=1/10
30 43.7
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.3 Béton=0.41 m3 Acier=75.5 kg d=141.4 kg/m3
Fi=11.7 mm Cof=3.9 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
3 3
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 524
32
490135°2 3HA14 309 3093 3HA8 71 13
58 135°4 3HA8 84 845 3HA8 498 12
485 135°6 24HA8 136
25
35
7 24HA8 5235
Barre Lg/Poids
HA8 64.7/25.5HA14 9.3/11.2HA20 15.7/38.8
6
1 2
7
3
7
4
6
5
6
7
ElévationEchelle=1/33
15 437.5
74x12
2x1518
2124
2x3022
2x3024
2118
2x154x12
6
49 49
1666
A
A
B
B
C
C
30 43.7
Coupe A-AEchelle=1/10
30 43.7
Coupe B-BEchelle=1/10
30 43.7
Coupe C-CEchelle=1/10
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.3 Béton=0.41 m3 Acier=75.5 kg d=141.4 kg/m3
Fi=11.7 mm Cof=3.9 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
3 3
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 524
32
490135°2 3HA14 309 3093 3HA8 71 13
58 135°4 3HA8 84 845 3HA8 498 12
485 135°6 24HA8 136
25
35
7 24HA8 5235
Barre Lg/Poids
HA8 64.7/25.5HA14 9.3/11.2HA20 15.7/38.8
1
3
2
ElévationEchelle=1/18
15 293 15
102x18
2124
302x16
2x302x24
2111
12
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.4 Béton=0.29 m3 Acier=31.0 kg d=83.9 kg/m3
Fi=11.3 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
4 4
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 371
2525
318135° 135°2 3HA10 352
16
16
318135° 135°3 13HA8 136
25
35
Barre Lg/Poids
HA8 17.6/7.0HA10 10.6/6.5HA16 11.1/17.5
1
3
2
ElévationEchelle=1/18
15 293 15
102x18
2124
302x16
2x302x24
2111
12
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.4 Béton=0.29 m3 Acier=31.0 kg d=83.9 kg/m3
Fi=11.3 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
4 4
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 13HA8 136
25
35
Barre Lg/Poids
HA8 17.6/7.0HA10 10.6/6.5HA16 11.1/17.5
1
3
2
ElévationEchelle=1/18
15 293 15
102x18
2124
302x16
2x302x24
2111
12
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.4 Béton=0.29 m3 Acier=31.0 kg d=83.9 kg/m3
Fi=11.3 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
4 4
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 13HA8 136
25
35
Barre Lg/Poids
HA8 17.6/7.0HA10 10.6/6.5HA16 11.1/17.5
1
3
2
ElévationEchelle=1/18
15 293 15
102x18
2124
302x16
2x302x24
2111
12
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.4 Béton=0.29 m3 Acier=31.0 kg d=83.9 kg/m3
Fi=11.3 mm Cof=2.6 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
4 4
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA16 37125
25
318135° 135°2 3HA10 352
16
16
318135° 135°3 13HA8 136
25
35
Barre Lg/Poids
HA8 17.6/7.0HA10 10.6/6.5HA16 11.1/17.5
3
44
1 2
4
ElévationEchelle=1/21
15 341.5 18
55x9
1218
272x30
182x30
2112
2x97x6
41322
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.5 Béton=0.22 m3 Acier=47.6 kg d=110.8 kg/m3
Fi=10.6 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
5 5
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA14 419
2323
371135° 135°2 3HA14 319 3193 3HA10 403
16
16
370135° 135°4 25HA8 136
25
35
Barre Lg/Poids
HA8 33.9/13.4HA10 12.1/7.5HA14 22.2/26.8
3
44
1 2
4
ElévationEchelle=1/21
15 341.5 18
55x9
1218
272x30
182x30
2112
2x97x6
41322
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.5 Béton=0.22 m3 Acier=47.6 kg d=110.8 kg/m3
Fi=10.6 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
5 5
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA14 41923
23
371135° 135°2 3HA14 319 3193 3HA10 403
16
16
370135° 135°4 25HA8 136
25
35
Barre Lg/Poids
HA8 33.9/13.4HA10 12.1/7.5HA14 22.2/26.8
3
44
1 2
4
ElévationEchelle=1/21
15 341.5 18
55x9
1218
272x30
182x30
2112
2x97x6
41322
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.5 Béton=0.22 m3 Acier=47.6 kg d=110.8 kg/m3
Fi=10.6 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
5 5
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA14 41923
23
371135° 135°2 3HA14 319 3193 3HA10 403
16
16
370135° 135°4 25HA8 136
25
35
Barre Lg/Poids
HA8 33.9/13.4HA10 12.1/7.5HA14 22.2/26.8
3
44
1 2
4
ElévationEchelle=1/21
15 341.5 18
55x9
1218
272x30
182x30
2112
2x97x6
41322
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.5 Béton=0.22 m3 Acier=47.6 kg d=110.8 kg/m3
Fi=10.6 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
5 5
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA14 41923
23
371135° 135°2 3HA14 319 3193 3HA10 403
16
16
370135° 135°4 25HA8 136
25
35
Barre Lg/Poids
HA8 33.9/13.4HA10 12.1/7.5HA14 22.2/26.8
3
4
77
56
1 2
7
ElévationEchelle=1/25
18 426.0 20
318x6
3x912
1518
279
2718
1512
4x916x6
3
49 49
1613
69
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
- Date 12/02/17 -
Arche Poutre BAEL Version 17.1 LG.6 Béton=0.28 m3 Acier=110.0 kg d=206.0 kg/m3
Fi=12.0 mm Cof=3.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
6 6
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 527
3232
459135° 135°2 3HA16 405 4053 3HA16 265 2654 3HA10 78 16
61 135°5 3HA10 80
16
63135°6 3HA10 493
16
16
459135° 135°7 51HA8 136
25
35
Barre Lg/Poids
HA8 69.1/27.3HA10 19.5/12.0HA16 20.1/31.7HA20 15.8/39.0
3
4
77
56
1 2
7
ElévationEchelle=1/25
18 426.0 20
318x6
3x912
1518
279
2718
1512
4x916x6
3
49 49
1613
69
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
- Date 12/02/17 -
Arche Poutre BAEL Version 17.1 LG.6 Béton=0.28 m3 Acier=110.0 kg d=206.0 kg/m3
Fi=12.0 mm Cof=3.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
6 6
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 52732
32
459135° 135°2 3HA16 405 4053 3HA16 265 2654 3HA10 78 16
61 135°5 3HA10 80
16
63135°6 3HA10 493
16
16
459135° 135°7 51HA8 136
25
35
Barre Lg/Poids
HA8 69.1/27.3HA10 19.5/12.0HA16 20.1/31.7HA20 15.8/39.0
3
4
77
56
1 2
7
ElévationEchelle=1/25
18 426.0 20
318x6
3x912
1518
279
2718
1512
4x916x6
3
49 49
1613
69
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
- Date 12/02/17 -
Arche Poutre BAEL Version 17.1 LG.6 Béton=0.28 m3 Acier=110.0 kg d=206.0 kg/m3
Fi=12.0 mm Cof=3.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
6 6
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 52732
32
459135° 135°2 3HA16 405 4053 3HA16 265 2654 3HA10 78 16
61 135°5 3HA10 80
16
63135°6 3HA10 493
16
16
459135° 135°7 51HA8 136
25
35
Barre Lg/Poids
HA8 69.1/27.3HA10 19.5/12.0HA16 20.1/31.7HA20 15.8/39.0
3
4
77
56
1 2
7
ElévationEchelle=1/25
18 426.0 20
318x6
3x912
1518
279
2718
1512
4x916x6
3
49 49
1613
69
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
- Date 12/02/17 -
Arche Poutre BAEL Version 17.1 LG.6 Béton=0.28 m3 Acier=110.0 kg d=206.0 kg/m3
Fi=12.0 mm Cof=3.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
6 6
Ferraillage des longrinesFONDATION 02
CONCEPT YRYS
Barre Lg Forme
1 3HA20 52732
32
459135° 135°2 3HA16 405 4053 3HA16 265 2654 3HA10 78 16
61 135°5 3HA10 80
16
63135°6 3HA10 493
16
16
459135° 135°7 51HA8 136
25
35
Barre Lg/Poids
HA8 69.1/27.3HA10 19.5/12.0HA16 20.1/31.7HA20 15.8/39.0
3
1
2
ElévationEchelle=1/21
20 344 15
154x30
3x254x30
1518
A
A
30 34.4
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.7 Béton=0.34 m3 Acier=21.5 kg d=49.6 kg/m3
Fi=9.3 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
7 7
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA10 408
1616
374135° 135°2 3HA10 408
16
16
374135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 24.5/15.1
3
1
2
ElévationEchelle=1/21
20 344 15
154x30
3x254x30
1518
A
A
30 34.4
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.7 Béton=0.34 m3 Acier=21.5 kg d=49.6 kg/m3
Fi=9.3 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
7 7
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA10 40816
16
374135° 135°2 3HA10 408
16
16
374135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 24.5/15.1
3
1
2
ElévationEchelle=1/21
20 344 15
154x30
3x254x30
1518
A
A
30 34.4
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.7 Béton=0.34 m3 Acier=21.5 kg d=49.6 kg/m3
Fi=9.3 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
7 7
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA10 40816
16
374135° 135°2 3HA10 408
16
16
374135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 24.5/15.1
3
1
2
ElévationEchelle=1/21
20 344 15
154x30
3x254x30
1518
A
A
30 34.4
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.7 Béton=0.34 m3 Acier=21.5 kg d=49.6 kg/m3
Fi=9.3 mm Cof=3.1 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
7 7
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA10 40816
16
374135° 135°2 3HA10 408
16
16
374135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 24.5/15.1
2
4 4
3
1
4
ElévationEchelle=1/29
20 526.6 15
68x12
2x1518
2124
2x3029
3027
2118
3x158x12
61898
A
A
B
B
C
C
30 52.7
Coupe A-AEchelle=1/8
30 52.7
Coupe B-BEchelle=1/8
30 52.7
Coupe C-CEchelle=1/8
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.8 Béton=0.51 m3 Acier=86.3 kg d=132.2 kg/m3
Fi=12.5 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
8 8
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 628
3232
560135° 135°2 3HA14 326 3263 3HA10 590
16
16
557135° 135°4 32HA8 136
25
35
Barre Lg/Poids
HA8 43.4/17.1HA10 17.7/10.9HA14 9.8/11.8HA20 18.8/46.5
2
4 4
3
1
4
ElévationEchelle=1/29
20 526.6 15
68x12
2x1518
2124
2x3029
3027
2118
3x158x12
61898
A
A
B
B
C
C
30 52.7
Coupe A-AEchelle=1/8
30 52.7
Coupe B-BEchelle=1/8
30 52.7
Coupe C-CEchelle=1/8
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.8 Béton=0.51 m3 Acier=86.3 kg d=132.2 kg/m3
Fi=12.5 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
8 8
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62832
32
560135° 135°2 3HA14 326 3263 3HA10 590
16
16
557135° 135°4 32HA8 136
25
35
Barre Lg/Poids
HA8 43.4/17.1HA10 17.7/10.9HA14 9.8/11.8HA20 18.8/46.5
2
4 4
3
1
4
ElévationEchelle=1/29
20 526.6 15
68x12
2x1518
2124
2x3029
3027
2118
3x158x12
61898
A
A
B
B
C
C
30 52.7
Coupe A-AEchelle=1/8
30 52.7
Coupe B-BEchelle=1/8
30 52.7
Coupe C-CEchelle=1/8
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.8 Béton=0.51 m3 Acier=86.3 kg d=132.2 kg/m3
Fi=12.5 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
8 8
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62832
32
560135° 135°2 3HA14 326 3263 3HA10 590
16
16
557135° 135°4 32HA8 136
25
35
Barre Lg/Poids
HA8 43.4/17.1HA10 17.7/10.9HA14 9.8/11.8HA20 18.8/46.5
2
4 4
3
1
4
ElévationEchelle=1/29
20 526.6 15
68x12
2x1518
2124
2x3029
3027
2118
3x158x12
61898
A
A
B
B
C
C
30 52.7
Coupe A-AEchelle=1/8
30 52.7
Coupe B-BEchelle=1/8
30 52.7
Coupe C-CEchelle=1/8
40
2020
40
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.8 Béton=0.51 m3 Acier=86.3 kg d=132.2 kg/m3
Fi=12.5 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
8 8
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62832
32
560135° 135°2 3HA14 326 3263 3HA10 590
16
16
557135° 135°4 32HA8 136
25
35
Barre Lg/Poids
HA8 43.4/17.1HA10 17.7/10.9HA14 9.8/11.8HA20 18.8/46.5
7
2
5
31
4
7
6
7
ElévationEchelle=1/29
20 526.1 16
318x6
5x92x12
1518
2423
2327
1815
2x124x9
20x63
58 58
1825
90
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.9 Béton=0.34 m3 Acier=138.3 kg d=211.8 kg/m3
Fi=12.4 mm Cof=3.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
9 9
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 627
3232
560135° 135°2 3HA20 473 4733 3HA14 293 2934 3HA10 89 16
72 135°5 3HA10 87
18
68135°6 3HA10 591
16
16
557135° 135°7 60HA8 136
25
35
Barre Lg/Poids
HA8 81.3/32.1HA10 23.0/14.2HA14 8.8/10.6HA20 33.0/81.4
7
2
5
31
4
7
6
7
ElévationEchelle=1/29
20 526.1 16
318x6
5x92x12
1518
2423
2327
1815
2x124x9
20x63
58 58
1825
90
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.9 Béton=0.34 m3 Acier=138.3 kg d=211.8 kg/m3
Fi=12.4 mm Cof=3.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
9 9
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62732
32
560135° 135°2 3HA20 473 4733 3HA14 293 2934 3HA10 89 16
72 135°5 3HA10 87
18
68135°6 3HA10 591
16
16
557135° 135°7 60HA8 136
25
35
Barre Lg/Poids
HA8 81.3/32.1HA10 23.0/14.2HA14 8.8/10.6HA20 33.0/81.4
7
2
5
31
4
7
6
7
ElévationEchelle=1/29
20 526.1 16
318x6
5x92x12
1518
2423
2327
1815
2x124x9
20x63
58 58
1825
90
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.9 Béton=0.34 m3 Acier=138.3 kg d=211.8 kg/m3
Fi=12.4 mm Cof=3.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
9 9
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62732
32
560135° 135°2 3HA20 473 4733 3HA14 293 2934 3HA10 89 16
72 135°5 3HA10 87
18
68135°6 3HA10 591
16
16
557135° 135°7 60HA8 136
25
35
Barre Lg/Poids
HA8 81.3/32.1HA10 23.0/14.2HA14 8.8/10.6HA20 33.0/81.4
7
2
5
31
4
7
6
7
ElévationEchelle=1/29
20 526.1 16
318x6
5x92x12
1518
2423
2327
1815
2x124x9
20x63
58 58
1825
90
A
A
B
B
C
C
30
Coupe A-AEchelle=1/14
30
Coupe B-BEchelle=1/14
30
Coupe C-CEchelle=1/14
2020
40
2020
2020
40
2020
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.9 Béton=0.34 m3 Acier=138.3 kg d=211.8 kg/m3
Fi=12.4 mm Cof=3.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
9 9
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA20 62732
32
560135° 135°2 3HA20 473 4733 3HA14 293 2934 3HA10 89 16
72 135°5 3HA10 87
18
68135°6 3HA10 591
16
16
557135° 135°7 60HA8 136
25
35
Barre Lg/Poids
HA8 81.3/32.1HA10 23.0/14.2HA14 8.8/10.6HA20 33.0/81.4
1
4
3
2
ElévationEchelle=1/29
20 526.6 15
123x24
274x30
3x224x30
273x24
121760
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.10 Béton=0.51 m3 Acier=48.2 kg d=73.9 kg/m3
Fi=10.2 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1010
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 593
1818
555135° 135°2 3HA12 407 4073 3HA10 590
16
16
557135° 135°4 20HA8 136
25
35
Barre Lg/Poids
HA8 27.1/10.7HA10 17.7/10.9HA12 30.0/26.6
1
4
3
2
ElévationEchelle=1/29
20 526.6 15
123x24
274x30
3x224x30
273x24
121760
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.10 Béton=0.51 m3 Acier=48.2 kg d=73.9 kg/m3
Fi=10.2 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1010
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 59318
18
555135° 135°2 3HA12 407 4073 3HA10 590
16
16
557135° 135°4 20HA8 136
25
35
Barre Lg/Poids
HA8 27.1/10.7HA10 17.7/10.9HA12 30.0/26.6
1
4
3
2
ElévationEchelle=1/29
20 526.6 15
123x24
274x30
3x224x30
273x24
121760
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.10 Béton=0.51 m3 Acier=48.2 kg d=73.9 kg/m3
Fi=10.2 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1010
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 59318
18
555135° 135°2 3HA12 407 4073 3HA10 590
16
16
557135° 135°4 20HA8 136
25
35
Barre Lg/Poids
HA8 27.1/10.7HA10 17.7/10.9HA12 30.0/26.6
1
4
3
2
ElévationEchelle=1/29
20 526.6 15
123x24
274x30
3x224x30
273x24
121760
A
A
30
Coupe A-AEchelle=1/8
2020
40
-
Arche Poutre BAEL Version 17.1 LG.10 Béton=0.51 m3 Acier=48.2 kg d=73.9 kg/m3
Fi=10.2 mm Cof=4.7 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1010
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 59318
18
555135° 135°2 3HA12 407 4073 3HA10 590
16
16
557135° 135°4 20HA8 136
25
35
Barre Lg/Poids
HA8 27.1/10.7HA10 17.7/10.9HA12 30.0/26.6
2
3
1
ElévationEchelle=1/25
15 441 15
156x30
2526
6x3015
13
A
A
30 44.1
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.11 Béton=0.42 m3 Acier=36.0 kg d=65.7 kg/m3
Fi=10.7 mm Cof=4.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1111
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 516
2323
467135° 135°2 3HA10 500
16
16
466135° 135°3 15HA8 136
25
35
Barre Lg/Poids
HA8 20.3/8.0HA10 15.0/9.3HA14 15.5/18.7
2
3
1
ElévationEchelle=1/25
15 441 15
156x30
2526
6x3015
13
A
A
30 44.1
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.11 Béton=0.42 m3 Acier=36.0 kg d=65.7 kg/m3
Fi=10.7 mm Cof=4.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1111
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 51623
23
467135° 135°2 3HA10 500
16
16
466135° 135°3 15HA8 136
25
35
Barre Lg/Poids
HA8 20.3/8.0HA10 15.0/9.3HA14 15.5/18.7
2
3
1
ElévationEchelle=1/25
15 441 15
156x30
2526
6x3015
13
A
A
30 44.1
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.11 Béton=0.42 m3 Acier=36.0 kg d=65.7 kg/m3
Fi=10.7 mm Cof=4.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1111
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 51623
23
467135° 135°2 3HA10 500
16
16
466135° 135°3 15HA8 136
25
35
Barre Lg/Poids
HA8 20.3/8.0HA10 15.0/9.3HA14 15.5/18.7
2
3
1
ElévationEchelle=1/25
15 441 15
156x30
2526
6x3015
13
A
A
30 44.1
Coupe A-AEchelle=1/8
40
2020
-
Arche Poutre BAEL Version 17.1 LG.11 Béton=0.42 m3 Acier=36.0 kg d=65.7 kg/m3
Fi=10.7 mm Cof=4.0 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1111
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 51623
23
467135° 135°2 3HA10 500
16
16
466135° 135°3 15HA8 136
25
35
Barre Lg/Poids
HA8 20.3/8.0HA10 15.0/9.3HA14 15.5/18.7
3
1
2
ElévationEchelle=1/21
15 341.3 18
1427
3x303x26
3x3027
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
- 1 étages -
Arche Poutre BAEL Version 17.1 LG.12 Béton=0.22 m3 Acier=29.1 kg d=67.7 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1212
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 419
2323
370135° 135°2 3HA10 403
16
16
369135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.5HA14 12.6/15.2
3
1
2
ElévationEchelle=1/21
15 341.3 18
1427
3x303x26
3x3027
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
- 1 étages -
Arche Poutre BAEL Version 17.1 LG.12 Béton=0.22 m3 Acier=29.1 kg d=67.7 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1212
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41923
23
370135° 135°2 3HA10 403
16
16
369135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.5HA14 12.6/15.2
3
1
2
ElévationEchelle=1/21
15 341.3 18
1427
3x303x26
3x3027
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
- 1 étages -
Arche Poutre BAEL Version 17.1 LG.12 Béton=0.22 m3 Acier=29.1 kg d=67.7 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1212
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41923
23
370135° 135°2 3HA10 403
16
16
369135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.5HA14 12.6/15.2
3
1
2
ElévationEchelle=1/21
15 341.3 18
1427
3x303x26
3x3027
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
- 1 étages -
Arche Poutre BAEL Version 17.1 LG.12 Béton=0.22 m3 Acier=29.1 kg d=67.7 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1212
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41923
23
370135° 135°2 3HA10 403
16
16
369135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.5HA14 12.6/15.2
3
1
2
ElévationEchelle=1/21
15 342.8 15
1427
4x3024
3x302x27
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.13 Béton=0.22 m3 Acier=29.0 kg d=67.5 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1313
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 418
2323
369135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA14 12.5/15.1
3
1
2
ElévationEchelle=1/21
15 342.8 15
1427
4x3024
3x302x27
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.13 Béton=0.22 m3 Acier=29.0 kg d=67.5 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1313
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41823
23
369135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA14 12.5/15.1
3
1
2
ElévationEchelle=1/21
15 342.8 15
1427
4x3024
3x302x27
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.13 Béton=0.22 m3 Acier=29.0 kg d=67.5 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1313
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41823
23
369135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA14 12.5/15.1
3
1
2
ElévationEchelle=1/21
15 342.8 15
1427
4x3024
3x302x27
1413
A
A
30
Coupe A-AEchelle=1/8
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.13 Béton=0.22 m3 Acier=29.0 kg d=67.5 kg/m3
Fi=10.7 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1313
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA14 41823
23
369135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA14 12.5/15.1
3
1
2
ElévationEchelle=1/25
15 342.8 15
154x30
3x244x30
1512
A
A
30
Coupe A-AEchelle=1/10
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.14 Béton=0.22 m3 Acier=24.6 kg d=57.3 kg/m3
Fi=9.9 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1414
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 404
1818
366135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA12 12.1/10.8
3
1
2
ElévationEchelle=1/25
15 342.8 15
154x30
3x244x30
1512
A
A
30
Coupe A-AEchelle=1/10
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.14 Béton=0.22 m3 Acier=24.6 kg d=57.3 kg/m3
Fi=9.9 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1414
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA12 12.1/10.8
3
1
2
ElévationEchelle=1/25
15 342.8 15
154x30
3x244x30
1512
A
A
30
Coupe A-AEchelle=1/10
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.14 Béton=0.22 m3 Acier=24.6 kg d=57.3 kg/m3
Fi=9.9 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1414
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA12 12.1/10.8
3
1
2
ElévationEchelle=1/25
15 342.8 15
154x30
3x244x30
1512
A
A
30
Coupe A-AEchelle=1/10
2020
40
2020
-
Arche Poutre BAEL Version 17.1 LG.14 Béton=0.22 m3 Acier=24.6 kg d=57.3 kg/m3
Fi=9.9 mm Cof=2.4 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1414
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 40418
18
366135° 135°2 3HA10 402
16
16
368135° 135°3 12HA8 136
25
35
Barre Lg/Poids
HA8 16.3/6.4HA10 12.1/7.4HA12 12.1/10.8
3
4
2
4
1
4
ElévationEchelle=1/23
16 392.8 15
93x18
2124
2x3028
292x30
2421
3x189
1334
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.15 Béton=0.38 m3 Acier=38.2 kg d=78.0 kg/m3
Fi=10.2 mm Cof=3.5 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1515
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 455
1818
417135° 135°2 3HA12 325 3253 3HA10 453
16
16
419135° 135°4 17HA8 136
25
35
Barre Lg/Poids
HA8 23.0/9.1HA10 13.6/8.4HA12 23.4/20.8
3
4
2
4
1
4
ElévationEchelle=1/23
16 392.8 15
93x18
2124
2x3028
292x30
2421
3x189
1334
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.15 Béton=0.38 m3 Acier=38.2 kg d=78.0 kg/m3
Fi=10.2 mm Cof=3.5 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1515
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 45518
18
417135° 135°2 3HA12 325 3253 3HA10 453
16
16
419135° 135°4 17HA8 136
25
35
Barre Lg/Poids
HA8 23.0/9.1HA10 13.6/8.4HA12 23.4/20.8
3
4
2
4
1
4
ElévationEchelle=1/23
16 392.8 15
93x18
2124
2x3028
292x30
2421
3x189
1334
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.15 Béton=0.38 m3 Acier=38.2 kg d=78.0 kg/m3
Fi=10.2 mm Cof=3.5 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1515
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 45518
18
417135° 135°2 3HA12 325 3253 3HA10 453
16
16
419135° 135°4 17HA8 136
25
35
Barre Lg/Poids
HA8 23.0/9.1HA10 13.6/8.4HA12 23.4/20.8
3
4
2
4
1
4
ElévationEchelle=1/23
16 392.8 15
93x18
2124
2x3028
292x30
2421
3x189
1334
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.15 Béton=0.38 m3 Acier=38.2 kg d=78.0 kg/m3
Fi=10.2 mm Cof=3.5 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1515
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 3HA12 45518
18
417135° 135°2 3HA12 325 3253 3HA10 453
16
16
419135° 135°4 17HA8 136
25
35
Barre Lg/Poids
HA8 23.0/9.1HA10 13.6/8.4HA12 23.4/20.8
3
4
21
5
4
5
4
5
ElévationEchelle=1/26
15 473.6 16
66x12
2x1518
2127
2x3026
3027
212x18
3x154x12
71341
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.16 Béton=0.45 m3 Acier=67.4 kg d=114.9 kg/m3
Fi=9.5 mm Cof=4.3 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1616
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 4HA14 549
2323
501135° 135°2 4HA14 381 3813 4HA8 524
12
12
499135° 135°4 27HA6 132
25
35
5 54HA6 5235
3
4
21
5
4
5
4
5
ElévationEchelle=1/26
15 473.6 16
66x12
2x1518
2127
2x3026
3027
212x18
3x154x12
71341
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.16 Béton=0.45 m3 Acier=67.4 kg d=114.9 kg/m3
Fi=9.5 mm Cof=4.3 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1616
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 4HA14 54923
23
501135° 135°2 4HA14 381 3813 4HA8 524
12
12
499135° 135°4 27HA6 132
25
35
5 54HA6 5235
3
4
21
5
4
5
4
5
ElévationEchelle=1/26
15 473.6 16
66x12
2x1518
2127
2x3026
3027
212x18
3x154x12
71341
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.16 Béton=0.45 m3 Acier=67.4 kg d=114.9 kg/m3
Fi=9.5 mm Cof=4.3 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1616
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 4HA14 54923
23
501135° 135°2 4HA14 381 3813 4HA8 524
12
12
499135° 135°4 27HA6 132
25
35
5 54HA6 5235
3
4
21
5
4
5
4
5
ElévationEchelle=1/26
15 473.6 16
66x12
2x1518
2127
2x3026
3027
212x18
3x154x12
71341
A
A
B
B
C
C
30
Coupe A-AEchelle=1/10
30
Coupe B-BEchelle=1/10
30
Coupe C-CEchelle=1/10
2020
40
2020
40
2020
40
-
Arche Poutre BAEL Version 17.1 LG.16 Béton=0.45 m3 Acier=67.4 kg d=114.9 kg/m3
Fi=9.5 mm Cof=4.3 m²
Eb=2.5 cm
Eh=2.5 cm
El=2.5 cm
1616
Ferraillage des longrinesFONDATION 02
Barre Lg Forme
1 4HA14 54923
23
501135° 135°2 4HA14 381 3813 4HA8 524
12
12
499135° 135°4 27HA6 132
25
35
5 54HA6 5235
