FONDATION [PDF]
1 2 4 3 5 6 1865.2 692.5 1172.7 325 72.5 375 -3.40 345 355 A 240 170 170 170 -3.40 240 72.3 25.2 A
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1
2
4
3
5
6
1865.2 692.5
1172.7 325
72.5
375
-3.40
345
355
A
240
170
170
170
-3.40
240
72.3
25.2
A
380.2
282.5
100
382.5
225
100
-3.40
-3.40
280.2
100 B
A'
245
100
262.5
55
285
85
382.5
382.5
170
A'
-3.15
-3.15
170
-3.15
B
A
407.5
85
1120.1
-3.40 282.5
100
232.5
-3.40 85
287.7
100
C
-3.40
252.5
85
270
85 205
85
262.5
115
115
C
100
100 115
327.5
85
-3.15
245
-3.15
37.5 25 37.5 30 25 30
407.5 100
115
A
115
605.2
265
100
150
282.5
150
85
B
-3.15
1480
-3.40
-3.40
115
115
B
115
1165
45 25 45
-3.15
-3.15
195.1
-3.40
D
377.5
377.5
170
D
257.6
-3.15
-3.15
E'
170
E'
119.9
E
119.9
E
97.5
97.5
-3.40
-3.40 375
325
467.5
232.5
1 +0.00
2
380.2
345
355
810.2
355
4
3
5
6
-0.05 20
25
25
20
8
5 13 5
20
25
-0.05
20
8 20
20
etr Ø8/20 L=1.06m
etr Ø8/20 L=1.06m
agrafe Ø6 / 40
agrafe Ø6 / 40
285 262
20
82 Ø8/20 L= 1.52 m
Planche: N
Génie Civil
35
35 40 10
20
-3.30 -3.40
10
27
35
35 10
10
82 Ø8/20 L= 1.52 m
35
40
-3.15
DIMENSIONEMENT III
F.I.L.S-Fançais
5
30
13 5
25
Université Technique de Construction Bucarest
Ø8/20 L= 1.52 m 82
-2.85
35
35
30
27 20
-3.30 -3.40
Ø10 L= 3.62 m
322
Ø8/20 L= 1.52 m 82
-2.85
-3.15
322
Ø10 L= 3.62 m 37.5
5
25
13 5
37.5
20
+1.25
262
Ø10 L= 3.62 m
322 322
Ø10 L= 3.62 m
285
+1.30
35
20
25
+0.00
5 13 5
20
Déssiner par:
JEDIANI MOUAD
Echelle: 1:50 1:20
Vérifier par:
Prof. M.CINCU
Date: 06/05/2020
PLAN DE FONDATION