R17 Pl Scara Parter_17
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375
[mm]
[m]
1
171
11
10
5.27
PC52
30
30
171
m
27c
8 /1
3
3
PC52
32
1.65
3
9.43
18.15
11.20
55.55
34.27
27.61
17.04
13.53
8.35
18.59
11.47
81.28
32.11
34.58
13.66
56
10
10
89.
5.05
PC52
130 10
10
10
11
238 49 48
27
2
11
10
2.51
PC52
10
5
10
10 7 ø 8 /15 L=247cm
1
+1.86 25
171 171
10
7
11
10
1.23
PC52
8
11
10
1.69
PC52
51
10 7 ø 8 /15 L=247cm
Total
5.27 2.48 1.39 1.65 5.05 2.51 1.23 1.69 1.27 2.47 m (m²) kg/m (kg/m²) kg kg
11 11 11 11 11 11 11 11 64 14
166
127 46 52
375
2
9
64
8
1.27
PC52
10
14
8
2.47
PC52
70 61
107 227
79
10 89.
171
61
171 171
9
2
8 6ø
/15
1
1
7cm
2 11 ø 10 L=248cm 127
2 L=1
10
171
58
Greutate totala OB37 (kg): Greutate totala PC52 (kg): Greutate totala PC60 (kg): Greutate totala OB37 + PC52 + PC60 (kg):
0.00 190.13 0.00 190.13
kg kg kg kg
10
171
3 11 ø 10 L=139cm
171 -0.10
171
171
25
A
11
6
1.285
30
=1 5L
15.29
10 10 10 10 10 10 10 10 8 8
Lungime totala [m] PC52 8 10 57.97 27.28 15.29 18.15 55.55 27.61 13.53 18.59 81.28 34.58 115.86 233.97 0.395 0.617 45.77 144.36 190.12
171
1 11 ø 10 PC52 /10 4 11 ø 10 PC52 /10
4
58
61
10
8 11 ø 10 L=169cm
10
7 11 ø 10 PC52 /10
2
9
PC52
92
166
7ø
1.39
127
30
16.83
1 2 3 4 5 6 7 8 9 10
Buc.
10
30
10
5
10
2 11 ø 10 PC52 /10
30
11
51
10
5
79
30
27.28
Marca Ф Lung. [m]
1
11
m
27c
=5 0L
ø1
10
10
B
171
10
70
30
3 +1.86
6 11 ø 10 L=251cm
30
PC52
6
10 7 ø 8 /15 L=247cm
8
9 26 ø 8 PC52 /15
2.30
10 7 ø 8 /15 L=247cm
1.10
9 6 ø 8 PC52 /15
5
8
Sectiune A - A sc. 1:20
2.48
52 87
171
m
5cm
27
4.05
9 19 ø 8 PC52 /15
27c
=50
10
34 10
0L
7cm
25
ø1
11
50
171 10
11
L=1
=12
171
10
5
/15
2
362 127 101
10
10
ø8
2
30
1.10
19
5L
10
10 10
3 11 ø 10 PC52 /10
6 11 ø 10 PC52 /10
5 11 ø 10 PC52 /10
89.
56
9 7 ø 8 PC52 /15 5 11 ø 10 PC52 /10
4 11 ø 10 L=165cm
9
8 /1
35.77
10
8 11 ø 10 PC52 /10
52
6ø
57.97
10
10
10 7 ø 8 PC52 /15
5
51
48
9
6
7 11 ø 10 L=123cm
89.
10
10 7 ø 8 PC52 /15
7 41
[kg]
26
4
[m]
10
7cm
Greutate
25
=12
Lungime totala
10
5L
Bare cotate (fara scara)
Calitate otel
10
Lungime unitara
10
8 /1
ø
10
6ø
extras de armare scara parter
Lista cu forme fasonate armare scara parter
10
1.358
30
10
30
Poz. Buc.
4
25
30
10
7
9
30
171
7
30
171
5
+3.15
30
207
30
A
B
Plan armare scara parter sc. 1:20
Sectiune B - B sc. 1:20
7
41
10
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1
Beton clasa C20/25 - XC1; D11/20; A/C = 0,50, S3 ,Cl.0.1%, Dmax16 – suprastructura (grinzi, centuri, plansee, scari, b.a.)Acop. min = 25mm; Otel PC52, OB37 h/l= 594 / 841 (0.50m2)
[mm]
[m]
1
171
11
10
5.27
PC52
30
30
171
m
27c
8 /1
3
3
PC52
32
1.65
3
9.43
18.15
11.20
55.55
34.27
27.61
17.04
13.53
8.35
18.59
11.47
81.28
32.11
34.58
13.66
56
10
10
89.
5.05
PC52
130 10
10
10
11
238 49 48
27
2
11
10
2.51
PC52
10
5
10
10 7 ø 8 /15 L=247cm
1
+1.86 25
171 171
10
7
11
10
1.23
PC52
8
11
10
1.69
PC52
51
10 7 ø 8 /15 L=247cm
Total
5.27 2.48 1.39 1.65 5.05 2.51 1.23 1.69 1.27 2.47 m (m²) kg/m (kg/m²) kg kg
11 11 11 11 11 11 11 11 64 14
166
127 46 52
375
2
9
64
8
1.27
PC52
10
14
8
2.47
PC52
70 61
107 227
79
10 89.
171
61
171 171
9
2
8 6ø
/15
1
1
7cm
2 11 ø 10 L=248cm 127
2 L=1
10
171
58
Greutate totala OB37 (kg): Greutate totala PC52 (kg): Greutate totala PC60 (kg): Greutate totala OB37 + PC52 + PC60 (kg):
0.00 190.13 0.00 190.13
kg kg kg kg
10
171
3 11 ø 10 L=139cm
171 -0.10
171
171
25
A
11
6
1.285
30
=1 5L
15.29
10 10 10 10 10 10 10 10 8 8
Lungime totala [m] PC52 8 10 57.97 27.28 15.29 18.15 55.55 27.61 13.53 18.59 81.28 34.58 115.86 233.97 0.395 0.617 45.77 144.36 190.12
171
1 11 ø 10 PC52 /10 4 11 ø 10 PC52 /10
4
58
61
10
8 11 ø 10 L=169cm
10
7 11 ø 10 PC52 /10
2
9
PC52
92
166
7ø
1.39
127
30
16.83
1 2 3 4 5 6 7 8 9 10
Buc.
10
30
10
5
10
2 11 ø 10 PC52 /10
30
11
51
10
5
79
30
27.28
Marca Ф Lung. [m]
1
11
m
27c
=5 0L
ø1
10
10
B
171
10
70
30
3 +1.86
6 11 ø 10 L=251cm
30
PC52
6
10 7 ø 8 /15 L=247cm
8
9 26 ø 8 PC52 /15
2.30
10 7 ø 8 /15 L=247cm
1.10
9 6 ø 8 PC52 /15
5
8
Sectiune A - A sc. 1:20
2.48
52 87
171
m
5cm
27
4.05
9 19 ø 8 PC52 /15
27c
=50
10
34 10
0L
7cm
25
ø1
11
50
171 10
11
L=1
=12
171
10
5
/15
2
362 127 101
10
10
ø8
2
30
1.10
19
5L
10
10 10
3 11 ø 10 PC52 /10
6 11 ø 10 PC52 /10
5 11 ø 10 PC52 /10
89.
56
9 7 ø 8 PC52 /15 5 11 ø 10 PC52 /10
4 11 ø 10 L=165cm
9
8 /1
35.77
10
8 11 ø 10 PC52 /10
52
6ø
57.97
10
10
10 7 ø 8 PC52 /15
5
51
48
9
6
7 11 ø 10 L=123cm
89.
10
10 7 ø 8 PC52 /15
7 41
[kg]
26
4
[m]
10
7cm
Greutate
25
=12
Lungime totala
10
5L
Bare cotate (fara scara)
Calitate otel
10
Lungime unitara
10
8 /1
ø
10
6ø
extras de armare scara parter
Lista cu forme fasonate armare scara parter
10
1.358
30
10
30
Poz. Buc.
4
25
30
10
7
9
30
171
7
30
171
5
+3.15
30
207
30
A
B
Plan armare scara parter sc. 1:20
Sectiune B - B sc. 1:20
7
41
10
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1
Beton clasa C20/25 - XC1; D11/20; A/C = 0,50, S3 ,Cl.0.1%, Dmax16 – suprastructura (grinzi, centuri, plansee, scari, b.a.)Acop. min = 25mm; Otel PC52, OB37 h/l= 594 / 841 (0.50m2)
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