7/23/2019 g-18-19.

1/4

V1 P1 V2

30 3.70 30

5

12x30

5

-27

-26

-10

-90.0

-27

0.

0

A B0

4 12

l=2.76 3 12

l=3.5613 12

l=2.761 12

l=3.39

6 8

l=90

12 12

l=3.9412 12

l=3.9410 10

l=3.77

A-A

65

30112

l=3.39

312

l=3.56412l=2.76

78

l=1.57

1010l=3.77

1212

l=3.94

13

12l=2.76

B-B

65

30112

l=3.39

312

l=3.56

78

l=1.57

1010l=3.77

1212l=3.94

1 12 l=3.39 B500B3.39 2

Pos . Reinforcement Shape Steel Number

3 12 l=3.56 B500B3.56 3

4 12 l=2.76 B500B20

1.31 1

6 8 l=90 B500B13

40 2

7 8 l=1.57 B500B10

59

13

26

10 10 l=3.77 B500B3.77 3

12 12 l=3.94 B500B3.94 4

13 12 l=2.76 B500B20

1.31 1

IND CODE

Tel. Fax

Beam18...19 : P1

Level 0,00

Number 1 Page 1/4

Max. aggregate diameter : 20mm

Exposure class : mild

Consistence : S1

Bottom cover 3 cm

Top cover 3 cm

Side cover 3 cm

View scale 1/50Section scale 1/50

Concrete : M 30 = 0.809 m3

Steel : B500B = 37.8 kg

Steel : B500B = 20.4 kg

7/23/2019 g-18-19.

2/4

V2 P2 V3

30 3.70 30

5

12x30

5

-1.3

7

0.0

-1.

04

0.

0

2.

95

C D0

19 12

l=6.83 20 12

l=4.65 23 12

l=3.94

23 12

l=3.9415 12

l=1.6814 12

l=6.16

C-C

65

30

1412

l=6.16

1912

l=6.83

2012

l=4.65

218l=1.57

2312l=3.94

D-D

65

30

1412

l=6.16

1912

l=6.83

2012

l=4.65

218l=1.57

2312l=3.94

14 12 l=6.16 B500B

10

6.09 3

Pos . Reinforcement Shape Steel Number

15 12 l=1.68 B500B1.68 2

19 12 l=6.83 B500B6.83 3

20 12 l=4.65 B500B4.65 2

21 8 l=1.57 B500B10

59

13

26

23 12 l=3.94 B500B3.94 4

IND CODE

Tel. Fax

Beam18...19 : P2

Level 0,00

Number 1 Page 2/4

Max. aggregate diameter : 20mm

Exposure class : mild

Consistence : S1

Bottom cover 3 cm

Top cover 3 cm

Side cover 3 cm

View scale 1/50Section scale 1/50

Concrete : M 30 = 0.78 m3

Steel : B500B = 30.1 kg

Steel : B500B = 45.8 kg

7/23/2019 g-18-19.

3/4

V3 P3 V4

30 5.70 30

15

18x30

15

0.0

82

4.6

6

4.8

0

0.

0

60

4.

87

5.

14

E F0

39 12

l=2.7635 12

l=5.16 28 12

l=6.17

29 12

l=5.9429 12

l=5.94 33 8

l=90

33 8

l=90

24 12

l=8327 10

l=5.11

38 12

l=2.34

E-E

65

30

258

l=1.57

2710

l=5.11

2812

l=6.17

2912l=5.94

3512

l=5.16

F-F

65

30

258

l=1.57

2710

l=5.11

2812

l=6.17

2912l=5.94

3512

l=5.16

24 12 l=83 B500B83 3

Pos . Reinforcement Shape Steel Number

25 8 l=1.57 B500B

10

59

13

38

27 10 l=5.11 B500B5.11 3

28 12 l=6.17 B500B6.17 2

29 12 l=5.94 B500B5.94 4

33 8 l=90 B500B13

40 4

35 12 l=5.16 B500B5.16 3

38 12 l=2.34 B500B20

1.09 1

IND CODE

Tel. Fax

Beam18...19 : P3

Level 0,00

Number 1 Page 3/4

Max. aggregate diameter : 20mm

Exposure class : mild

Consistence : S1

Bottom cover 3 cm

Top cover 3 cm

Side cover 3 cm

View scale 1/50Section scale 1/50

Concrete : M 30 = 1.2 m3

Steel : B500B = 55.5 kg

Steel : B500B = 31.4 kg

7/23/2019 g-18-19.

4/4

39 12 l=2.76 B500B20

1.31 1

Pos. Reinforcement Shape Steel Number

IND CODE

Tel. Fax

Beam18...19

Level 0,00

Number 1 Page 4/4

Max. aggregate diameter : 20mm

Exposure class : mild

Consistence : S1

Bottom cover 3 cm

Top cover 3 cm

Side cover 3 cm

Concrete : M 30 = 1.2 m3

Steel : B500B = 55.5 kg

Steel : B500B = 31.4 kg