11 60ø12/15PC52 L=6.60msus
5 3
-2.74
-2.79
0 6
0 6
-3.04 0 1 8 ø 2 x 2 2 2
20
i t a t s u m m 5 4 . 1 = L 3 2 2 1 5 C P 5 1 / 0 1 ø 0 3
5 1
-2.94 5
5
8 ø 2 x 2 2 2
12 30ø10/20 0 7
4 40ø16/15
C12/15
5
-3.74
B uc .
60
ø
Lung. unitara
[mm]
[m]
16
6.60
Cal. otel
PC52
7 5
4 0
7 5
4 0
9 4 i t a t s u 3 m 8 m 5 2 . 1 = L 2 5 C 20 P 5 1 / 0 1 ø 5
4
40
16
9.60
PC52
30 ø10/15PC52 L=1.45mmustati
8 ø 2 x 2 2 2
384.00
606.34
396.00
351.65
288.00
177.70
890
11
60
12
6.60
PC52 5 3
590
12
30
10
9.60
PC52
22
8
8
5.55
PC52
4
27
4
8
2.60
PC52
4
30
192
10
1.45
PC52
5 3
890
555
260
44.40
10.40
17.54 4.11
278.40
171.77
0 2
1
0 2
625.28
5 3
590
Detaliu armare R1 9.0mx6.0m; h=0.7m
[kg]
396.00 590
betonegalizareC4/5
3
Greutate
[ m]
20
4 0
3 60ø16/15PC52 L=6.60mjos
3
Lung. totala
Formefasonari (fara scara)
5 3
17 72ø8L=2.35m Capra4 buc/ mpPC52
0 1
-3.84
P oz .
Sectiune3- 3sc1:25 detaliupetrugol usa 3
20
5
5 3
Armare R1 9.0mx6.0m 9.0mx6.0m
placabetonarmat15cm foliePVC balast compactat
590
i t a t s u m m 5 4 . 1 = L 3 2 2 1 5 C P 5 1 / 0 1 ø 0 3
Liste oteluri - forme fasonari
vopseaepoxidica sapa5cm hidroizolatieorizontala (conformNP 040-02)
Sectiune2-2 u ne2-2 sc1:25
123
123
4 7
5
31
5
6
8
2.00
OB37
7 4
0 8
12.00
4.74
49.20
98.30
17.40
6.87
8.70
3.44
39.60
62.53
12.60
4.98
12.50
7.71
21.15
13.05
18.45
11.38
OB37 PC52
20.03 2147.36 2167.39
47
11 60ø12/15PC52 L=6.60msus 0 5 . 1
7
7
32
24
18
2.05
PC52
33
12
8
1.45
OB37
0 2
183
0 5 . 1
7
7
30 2x6ø10mustati
30 2x15ø10mustati
35 12ø16
30 2x7ø10mustati
7 4
35 12ø16
27 2x2ø8
7 4
A
18
5 2 . 1
A
A
3 3
34
6
8
1.45
OB37
60 5
15 15
10
70
10 33
3 3
7
4 0 . 3 -
4 7 . 3 -
9 4 7 . 9 . 2 - 2 -
4 8 . 3 -
35
24
16
1.65
PC52
0 2
144
3 3
s u s m 0 6 . 9 = L 2 5 C P 0 2 / 0 1 ø 0 3 2 1
7 4 . 2
33
1 3
7
33
4 7 . 2 -
7
36 3ø8/20OB37 L=1.05m 3 1
7
7
7
7
34 3ø8/20OB37 L=1.45m
3 1 7
3 3
7
36
7
12
8
1.05
OB37
3 3
6 3
3 3
13
3 3
20
13
49
10
10
1.25
PC52
3 8
2 0 52
5 2 : 1 c s 1 1 e n u i t c e S 1 0 0
s u s m 0 6 . 9 = 0 L 9 8 2 5 C P 0 2 / 0 1 ø 0 3 x 2 2 1
0 8
Mustatirampascara 0 2
113 1 0 0
5 1 / 2 1 ø 0 6 1 1
5 1 / 6 1 ø 0 6
5 / 4 C e r a z i l a g e n o t e b
s o j m 0 6 . 9 = L 2 5 C P 5 0 9 1 8 / 6 1 ø 0 4 x 2
2
i t a t s u m 5 1 / 0 1 ø 9 2 x 2 0 3
m 5 5 . 5 = L 2 5 C P 0 5 2 / 5 5 8 ø 4 2 2
i t a t s u m 5 1 / 0 1 ø m 7 5 3 5 . x 5 2 = L 0 3 2 5 5 5 C 5 P 0 2 / 8 ø 4 2 2
56 9ø10/15mustati rampascara
4
0 2
9
10
2.35
PC52 6 8
1 0 0
113
0 2
50
57
9
10
2.05
PC52 7 8
0 0 0 . 0 . 6 9
1 0 0
0 2
85
2
Greutate totala [kg] :
57 9ø10/15mustati rampascara s o j m 0 6 . 9 = L 2 5 C P 5 1 / 6 1 ø 0 4
3 i t a t s u m 5 1 / 0 1 ø 5 x 2 9 4
3 7 . 2
85
56
a m ) m C t a c t i c 2 c V c d 5 0 - 5 i a 0 1 P p x a 4 e t i o p p a 0 a l o m o e s P m f c r a N a t e s s n a m l r t p o a o e o f b v n b o a c ( c a a l l p a t n o z i r o e i t a l o z i o r d i h
3
Nota: 0 9
8 1
47
3 3
0 3
47
33 3ø8/20OB37 L=1.45m 7
7
8 1
7 4
1 - Beton clasa C4/5 in stratul de egalizare. 2 - Beton clasa C 12/15 in talpa fundatiei. tip ciment I, II/A 32,5 ; agregat ømax=16 mm; T3 3 - Otel marca PC 52 si OB 37. 4 - Acoperirea armaturilor va fi de minim 4.5 cm
7
7
3
0 3 5 1 / 0 1 ø 2 x 2
B
Categoria de importanta a constructiei " C " Zona seismica Bistrita ag= 0,08 g ; Tc = 0,70 s.
4
3ø8/20OB37 L=2.00m 31
B
5 9 . 6
7 4
8 1
18
Nota:
5 2
B
7
10ø1832
7
7 4
32 12ø18
Fundarea se realizeaza pe stratul de argila prafoasa vartoasa treptat tare avand presiunea conventionala de baza p conv =325 kPA (corespunzatoare unei latimi de 1 m si unei adancimi de fundare de 2 m), indicata in studiul geotehnic. Talpa fundatiei se va incastra minim 20 cm in stratul de fundare mentionat indiferent de adancimea la care acesta se gaseste, respectand cotele minime prevazute in detaliile de fundatii. Daca este cazul se va turna beton de egalizare suplimentar fata de grosimile prevazute in proiect.
0 5 . 1
0 5 . 1
3 60ø16/15PC52 L=6.60mjos 5 1 / 2 1 C 35
ACESTE PLANURI NU NU SE FOLOSESC PENTRU EXECUTIE
NemetschekRomania str. Iancu Capitanu nr.27 Bucuresti, sect.2 Tel: (021) 253.2580 Fax: (021) 253.2581 www.nemetschek.ro E-mail:
[email protected]
35
1.50
3.00
1.50 1
6.00
3
4
UNIVERSITATEA TEHNICA CLUJ NAPOCA
Examen Certificare
