R06 Plan Armare Si Cofraj Rampa Scara

Plan armare si crofraj rampa scara scara 1:20 2 9 ø10/15 PC52 L=328cm

sus

196

mustati din placa superioare 100cm 6 9 ø10/15 PC52 L=535cm

sus

181

Poz. Buc.

mustati din placa inferioare 100cm 8.

sus

1 9 ø10/15 PC52 L=355cm

jos

210

1

9

Unit. Lung.

[mm]

[m]

10

Bare cotate (fara scara)

Cal. Otel

3.25 PC52 7 55

8.

jos

ø

3.28 PC52

18.21

75

9

10

2.78 PC52

25.02

15.44

24.84

15.33

24.84

15.33

45.45

28.04

25.02

15.44

40.68

25.10

24.84

15.33

29.79

18.38

29.52

18.21

29.52

18.21

125.84

49.71

8.

104

8.

4

9

10

2.76 PC52

16 4

57

13 ø8/20 OB37

141

84

GL 70x30cm

5

9

10

136

2.76 PC52 13 2

30

8.

164

3

123

+2.50 Grinda podest 50x30cm

9

10

5.05 PC52

156

32 4

6

92

114

67

13 ø8/20 OB37

18 1

13

29.52

127

70

+2.87

4 9 ø10/15 PC52 L=276cm

jos

18.05

123

13

jos

4 10

jos

10

8 14

8.

132

9

+3.00

/20 5 9 ø10/15 PC52 L=276cm

jos

29.25

107

169

8.

164

[kg]

19 6

8.

6 13

[m]

100

8.

2

sus

4 9 ø10/15 PC52 L=276cm

sus

92

4

4 32

sus

Greut

8.

7 10 4 10

Total Lung.

21 0

3 12

Lista armare cu fasonari

127

75

+1.45

9

10

2.78 PC52

8 14

7

67

9

10

4.52 PC52

8.

114

2 13

8

13 ø8 OB37

35

32 0

9

29

9

10

2.76 PC52

104

8.

7 9 ø10/15 PC52 L=278cm 123

8.

3.31 PC52

11

9

10

3.28 PC52

12

9

10

3.28 PC52

172 4 10792

8.

jos 8.

13

Greutate totala OB37 (kg): Lista oteluri - Fasonari Greutate totala PC52 (kg): Poz. Buc. ø Lung. fasonare Lungime Greutate Greutate totala PC60 Forma (kg): unitara (fara scara) totala Greutate [mm] totala[m] OB37 + PC52 + PC60[m](kg):[kg] 07 912 4 69 1

2

9

10

3.28

123

jos

9

10

2.78

106 123

4

9

10

2.76

5

9

10

2.76

6

9

10

5.05

7

9

10

8

9

10

148

4

104

8.

3

29.25

18.05

29.52

18.21

25.02

15.44

24.84

15.33

24.84

15.33

45.45

28.04

49.71 221.07 0.00 270.78

kg kg kg kg

16 4 84

136

8.

141

67

114

181

UNIVERSITATEA TEHNICĂ 127 278 2.78 CLUJ-NAPOCA 25.02 15.44 123 Facultatea de Construcţii 8 14

LUCRARE DE DIPLOMĂ

4.52

132

32 0

163

8.

200

3.25

100

mustati din placa inferioare 100cm

10 9 ø10/15 PC52 L=331cm

10

8.

jos

9

8.

184

1

jos

755

12 9 ø10/15 PC52 L=328cm

12 3

8. 7 63

mustati din placa superioare 100cm

Nume

10

9

2.76 Desenat

10

10

Verificat 3.31

Popa 104Andrei C. ing. 123 Chira Nicolae 1

0 20

h/l= 420 / 594 (0.25mp)

9

4 16

9

141275 stud.

40.68

25.10

Semn 24.84

15.33

8.

13 6

sus

121

19 6

213

1.21 OB37

13 2

jos

11 9 ø10/15 PC52 L=328cm

8

84

-0.60

104

21 0

10 7

94

158

8.

sus

13 ø8/20 OB37

165 32 4

32 0

sus

8.

10 4

8.

-0.23

75

164

136

8.

8.

sus

4 18

jos

9 9 ø10/15 PC52 L=452cm

3 21

-0.10

2

12 3

102

10

172

9

55 7

132

10

172

8 9 ø10/15 PC52 L=276cm

172

148

0 20

sus

29

4 16

29 sus

141

84

25

8.

50

15

123

29.79

18.38

Scara 1:50 Data: IUL 2012

Nr. pl. R06

Plan cofraj si armare Rampa scara Allplan 2011