R13 Scara Parter
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- Words: 887
- Pages: 1
10
2.72
PC52
13
10 214
38
13
ø8
4ø
8 /1
+1.85
/15
5
5.33
11 4 ø 8 /15
10
3
9
10
1.32
30
30
30
30
30
11.88
7.33
18.09
11.16
12.15
7.50
5.80
3.58
18.40
7.27
10.40
4.11
78.39
30.96
22.72
8.97
55 19
53
10
2.01
PC52
73
108
9
9
10
1.35
PC52
10
4
10
1.45
PC52
62
53
7
11
8
8
2.30
125
PC52 210
8
8
1.30
PC52 110
+1.675
6
13
67
8
1.17
PC52 97
14
16
8
1.42
PC52
11 4 ø 8 /15
Greutate totala OB37 (kg): Greutate totala PC52 (kg): Greutate totala PC60 (kg): Greutate totala OB37 + PC52 + PC60 (kg):
10
1.025
1.64
30
59
141
10
9
141
30
PC52
46
122
12 4 ø 8 /10
Sectiune A - A sc.1:20
19
3
12
12 4 ø 8 /10
19
1.21
PC52
32 99
10
166
27
9
179
45
13
1
10
5 9 ø 10 L=272cm
177 +2.03
29.60
38
63
2
53
10
179
13
214
10
6
13
5
13
47.97
10
9
13
177
59
10
6 9 ø 10 L=533cm
+2.205
7 9 ø 10 L=132cm
15.10
10
5
46
65
10
10
13
13
24.48
10
PC52
13
177
14 8 ø 8 /15
7.27
10
1.31
4
177
+2.385
11.79
10
5
10
10
33
9
10
14
1.025
8 /1
12.49
10
9
177
+2.56
4ø
20.25
10
+2.65
13
8.45
106
.
99
7
30
13.70
10
14
4 3
6
177
+2.74
PC52
1
10
1.025 30
2.25
5
10
12
85 56
5
A
10
27.95
10
6
9
45.30
10
10
12
3
[kg]
293 90
PC52
50
8
8
30
3
10
11 4 ø 8 /15
12
13
11
[m]
3
11 4 ø 8 /15
7
14
D
6
30
1.37
10
14
10 2 ø 10 /10
9
2
30
10
Greutate
72
41
1
12 4 ø 8 /10
12 4 ø 8 /10
13 4 ø 8 /15 13 8 ø 8 /15
13 31 ø 8 /10
13 7 ø 8 /15 30
PC52
38
13 13 ø 8 /15
1.00 125 1.00
10 2 ø 10 /10
25
1.00 12
10
7
14 8 ø 8 /15
4.53
11
3 9 ø 10 /10 4 9 ø 10 /10
Sectiune B - B sc.1:20 1.80
10
Lungime totala
10
5
10
2
8 9 ø 10 /10
C
1.05 1.05
[m]
19
6
5
[mm]
Bare cotate (fara scara)
Calitate otel
B
9 9 ø 10 /10
1 10 ø 10 /10
Lungime unitara
10
13 4 ø 8 /15
14 8 ø 8 /15
14 8 ø 8 /15
1
ø
10
1.375
E
D A
Poz. Buc.
10
2.632
1.50
2 10 ø 10 /10
Lista cu forme fasonate - scara parter
129
175 10
2.62
B
C
7
1
25
125
125
E
6
4.375
27
5
0.00 181.74 0.00 181.74
kg kg kg kg
975
30
30
675
30
11 4 ø 8 /15
25
4
177
+0.255
13
3 9 ø 10 L=225cm
10
177 177 177
13
5 8 /1 +0.43
65
46
106
1
25
4 9 ø 10 L=131cm
72
10
7ø
1 2 3 4 5 6 7 8 9 10 11 12 13 14
11 4 ø 8 /15
1
2
Marca Ф
3
+0.785 +0.61
+1.675
10
177 177 177
3
1
+1.49
+1.14 +0.96
4
5
5 8 /1
8ø 5 13 +1.31
+1.675
10
177
4
.
99
0
8 /1
10
13
ø 31
1
10
ø
m 53c 4 = L 341 10
NOTA: Turnarea planseului din b.a se realizeaza concomitent cu turnarea centurilor, grinzilor si rampelor scarii etajului curent
5
10
10
12
10
2 10 ø 10 L=137cm 19
2.75
675
Total
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-III. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1 Prezenta plansa se va citi impreuna cu plansele R9, R10, R11, R12, R13 Verificator
177
177
10
-0.10
+0.075
10 10 10 10 10 10 10 10 10 10 8 8 8 8
Lungime totala [m] Lung. [m] Buc. PC52 8 10 4.53 10 45.30 1.37 10 13.70 2.25 9 20.25 1.31 9 11.79 2.72 9 24.48 5.33 9 47.97 1.32 9 11.88 2.01 9 18.09 1.35 9 12.15 1.45 4 5.80 2.30 8 18.40 1.30 8 10.40 1.17 67 78.39 1.42 16 22.72 m (m²) 129.91 211.41 kg/m (kg/m²) 0.395 0.617 51.31 130.44
Nume
PROIECTANT GENERAL
Semnatura
cerinta
Referat nr./data
PROIECTANT DE SPECIALITATE
I.I. RANJA CRISTINEL NICOLAE S.C. "SCORPION PRO ART" S.R.L. C.U.I. 33918286, Tg. Neamt, jud. Neamt, PIATRA NEAMT, J27/280/2001, Tel. 0744246684, tf.: 0233.230.727, mobil 0745.519.417 email: [email protected] Specificatie
Sef proiect
Nume
arh.c. Popovici Marian
Proiectat
Ing. Ranja Cristinel Nicolae
Desenat
Ing. Ranja Cristinel Nicolae
h/l= 594 / 841 (0.50m2)
Semnatura
Expertiza nr./data
BENEFICIAR
Scara:
sc.: 1:20 Data:
martie 2018
DOINITA LATES LOCUINTA P+1Em, ANEXA GOSPODAREASCA si IMPREJMUIRE Tg. Neamt, str. Horia Closca si Crisan, nr. 17
Titlu plansei :
plan armare scara b.a. - parterextras de armare
Proiect nr.
rezistenta 3/2018 Faza:
rezistenta :
P.A.C. P.Th. D.E
Nr. plansa:
R13
2.72
PC52
13
10 214
38
13
ø8
4ø
8 /1
+1.85
/15
5
5.33
11 4 ø 8 /15
10
3
9
10
1.32
30
30
30
30
30
11.88
7.33
18.09
11.16
12.15
7.50
5.80
3.58
18.40
7.27
10.40
4.11
78.39
30.96
22.72
8.97
55 19
53
10
2.01
PC52
73
108
9
9
10
1.35
PC52
10
4
10
1.45
PC52
62
53
7
11
8
8
2.30
125
PC52 210
8
8
1.30
PC52 110
+1.675
6
13
67
8
1.17
PC52 97
14
16
8
1.42
PC52
11 4 ø 8 /15
Greutate totala OB37 (kg): Greutate totala PC52 (kg): Greutate totala PC60 (kg): Greutate totala OB37 + PC52 + PC60 (kg):
10
1.025
1.64
30
59
141
10
9
141
30
PC52
46
122
12 4 ø 8 /10
Sectiune A - A sc.1:20
19
3
12
12 4 ø 8 /10
19
1.21
PC52
32 99
10
166
27
9
179
45
13
1
10
5 9 ø 10 L=272cm
177 +2.03
29.60
38
63
2
53
10
179
13
214
10
6
13
5
13
47.97
10
9
13
177
59
10
6 9 ø 10 L=533cm
+2.205
7 9 ø 10 L=132cm
15.10
10
5
46
65
10
10
13
13
24.48
10
PC52
13
177
14 8 ø 8 /15
7.27
10
1.31
4
177
+2.385
11.79
10
5
10
10
33
9
10
14
1.025
8 /1
12.49
10
9
177
+2.56
4ø
20.25
10
+2.65
13
8.45
106
.
99
7
30
13.70
10
14
4 3
6
177
+2.74
PC52
1
10
1.025 30
2.25
5
10
12
85 56
5
A
10
27.95
10
6
9
45.30
10
10
12
3
[kg]
293 90
PC52
50
8
8
30
3
10
11 4 ø 8 /15
12
13
11
[m]
3
11 4 ø 8 /15
7
14
D
6
30
1.37
10
14
10 2 ø 10 /10
9
2
30
10
Greutate
72
41
1
12 4 ø 8 /10
12 4 ø 8 /10
13 4 ø 8 /15 13 8 ø 8 /15
13 31 ø 8 /10
13 7 ø 8 /15 30
PC52
38
13 13 ø 8 /15
1.00 125 1.00
10 2 ø 10 /10
25
1.00 12
10
7
14 8 ø 8 /15
4.53
11
3 9 ø 10 /10 4 9 ø 10 /10
Sectiune B - B sc.1:20 1.80
10
Lungime totala
10
5
10
2
8 9 ø 10 /10
C
1.05 1.05
[m]
19
6
5
[mm]
Bare cotate (fara scara)
Calitate otel
B
9 9 ø 10 /10
1 10 ø 10 /10
Lungime unitara
10
13 4 ø 8 /15
14 8 ø 8 /15
14 8 ø 8 /15
1
ø
10
1.375
E
D A
Poz. Buc.
10
2.632
1.50
2 10 ø 10 /10
Lista cu forme fasonate - scara parter
129
175 10
2.62
B
C
7
1
25
125
125
E
6
4.375
27
5
0.00 181.74 0.00 181.74
kg kg kg kg
975
30
30
675
30
11 4 ø 8 /15
25
4
177
+0.255
13
3 9 ø 10 L=225cm
10
177 177 177
13
5 8 /1 +0.43
65
46
106
1
25
4 9 ø 10 L=131cm
72
10
7ø
1 2 3 4 5 6 7 8 9 10 11 12 13 14
11 4 ø 8 /15
1
2
Marca Ф
3
+0.785 +0.61
+1.675
10
177 177 177
3
1
+1.49
+1.14 +0.96
4
5
5 8 /1
8ø 5 13 +1.31
+1.675
10
177
4
.
99
0
8 /1
10
13
ø 31
1
10
ø
m 53c 4 = L 341 10
NOTA: Turnarea planseului din b.a se realizeaza concomitent cu turnarea centurilor, grinzilor si rampelor scarii etajului curent
5
10
10
12
10
2 10 ø 10 L=137cm 19
2.75
675
Total
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-III. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1 Prezenta plansa se va citi impreuna cu plansele R9, R10, R11, R12, R13 Verificator
177
177
10
-0.10
+0.075
10 10 10 10 10 10 10 10 10 10 8 8 8 8
Lungime totala [m] Lung. [m] Buc. PC52 8 10 4.53 10 45.30 1.37 10 13.70 2.25 9 20.25 1.31 9 11.79 2.72 9 24.48 5.33 9 47.97 1.32 9 11.88 2.01 9 18.09 1.35 9 12.15 1.45 4 5.80 2.30 8 18.40 1.30 8 10.40 1.17 67 78.39 1.42 16 22.72 m (m²) 129.91 211.41 kg/m (kg/m²) 0.395 0.617 51.31 130.44
Nume
PROIECTANT GENERAL
Semnatura
cerinta
Referat nr./data
PROIECTANT DE SPECIALITATE
I.I. RANJA CRISTINEL NICOLAE S.C. "SCORPION PRO ART" S.R.L. C.U.I. 33918286, Tg. Neamt, jud. Neamt, PIATRA NEAMT, J27/280/2001, Tel. 0744246684, tf.: 0233.230.727, mobil 0745.519.417 email: [email protected] Specificatie
Sef proiect
Nume
arh.c. Popovici Marian
Proiectat
Ing. Ranja Cristinel Nicolae
Desenat
Ing. Ranja Cristinel Nicolae
h/l= 594 / 841 (0.50m2)
Semnatura
Expertiza nr./data
BENEFICIAR
Scara:
sc.: 1:20 Data:
martie 2018
DOINITA LATES LOCUINTA P+1Em, ANEXA GOSPODAREASCA si IMPREJMUIRE Tg. Neamt, str. Horia Closca si Crisan, nr. 17
Titlu plansei :
plan armare scara b.a. - parterextras de armare
Proiect nr.
rezistenta 3/2018 Faza:
rezistenta :
P.A.C. P.Th. D.E
Nr. plansa:
R13
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