14Φ14 S400 L=5.80m

505

75

8Φ14 S400 L=4.40m

335

25

80

6Φ14 S400 L=3.75m

232

2

5

80

35

2Φ14 S400 L=2.00m

200

2Φ14+2Φ18 S400 L=4.40m

440

6Φ14+2Φ18 S400 L=4.40m

315

25

100

8Φ18+4Φ20 S400 L=3.70m

212

2

5100

30

etr.Φ8/10 OB37

etr.Φ8/10 OB37

etr.Φ8/10 OB37

agr.Φ8/10 OB37

69 buc.

69 buc.

69 buc.

69 buc.

etr.Φ8/10 OB37

etr.Φ8/10 OB37

68 buc.

136 buc.

+3.50

+6.90

+10.30

+13.70

±0.00

3,00

50

2,90

50

2,90

50

2,90

50

13,70

11

22

33

44

16

S

15

S

14

S

13

S

12

S

11

S

1S

2S

3S

4S

5S

6S

7S

8S

9S

10

S

1S

55

40

55

40

2S

40

40

40

40

3 - 3

49

34

34

4

9

34

34 1

3

13

4

9

49

etr. Φ8/10

OB37

L=1.80m

etr. Φ8/10

OB37

L=1.35m

etr. Φ8/10

OB37

L=1.40m

26

2

6

34

34

34

3

4

3

4

34

13

13

etr. Φ8/10

OB37

L=1.50m

etr. Φ8/10

OB37

L=1.10m

11S 14S

13S

12S

1S 1S 1S 1S

1S

1S

1S

1S

1S

1S

1S

1S

1S 1S 1S 1S 1S

11S12S 13S

2S 2S 3S 3S

2S

2S

2S

2S

3S

3S

3S

3S

2S 2S 2S 3S 3S

8S 7S 7S 6S

8S 7S 7S 6S

8S

7S

7S

8S

6S

5S

5S

6S

10S 9S 9S 10S

10S 9S 9S 10S

10

S9

S9

S10

S

10

S9

S9

S10

S

15S

16S

15S

16S 16S

15S

11S 14S

13S

12S

3

4

3

4

agr. Φ8/10

OB37

L=0.85m

14S

4 - 4

1 - 1 2 - 2

UNIVERSITATEA

POLITEHNICA TIMISOARA

BUGARIN SORIN

STRUCTURI DIN

BETON

Armare stalp

marginal

An 4

Gr. 141A

CCIA

Plansa

nr. 4

Sc.

1:20

1:10

21.12.

2011

PLAN COFRAJ SI ARMARE STALP MARGINAL

SC. 1:20

SECTIUNI TRANSVERSALE

SC. 1:10

MATERIALE:

BETON: C20/25 S3 CEM II/A-S 42.5R 0...20

OȚEL: S400, OB37

CLASA DE EXPUNERE XF1

NOTĂ:

Acoperirea cu beton a armăturii este de 3cm;