Using Microsoft Dynamics AX the New Dynamics ‘AX 7‘Full description
Lista armare cu fasonari Plan cofraj si armare stalp ax:B-5
Poz. Buc.
ø
Unit. Lung.
[mm]
[m]
scara: 1:50 +18.80 3 1
0 3 . 1
Bare cotate (fara scara)
Total Lung.
Greut
[m]
[kg]
583.74
360.17
98.40
293.63
211.20
630.22
45.84
136.79
37.05
110.56
414.00
255.44
414.00
255.44
63
45
1
7 5
0 1 / 0 1 ø . r t e
Cal. Otel
207
10 10
2.82 OB37
1 5 3 6
2
24
22
4.10 PC52
3
48
22
4. 4.40 PC52
4
12
22
3.82 PC52
410
1 6 7
0 2 . 1
5 1 / 0 1 ø . r t e
0 7 . 2
0 4 . 3
1 6 7
0 0 . 1
+15.40 0 0 . 2
0 1 / 0 1 ø . r t e
3 1 7 5
1 6 7
0 9
5 1 / 0 1 ø . r t e
0 4 . 2
0 1 . 3
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
2
3
+12.30 0 0 . 2
0 1 / 0 1 ø . r t e
3 1 7 5
1 6 7
0 9
5 1 / 0 1 ø . r t e
0 4 . 2
0 1 . 3
0 0 . 2
0 9
3
0 0 . 1
0 1 . 3 0 0 . 3 2
7 5
1 6 7
0 9
0 4 . 2
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
0 1 . 3
2
3
0 0 . 2
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
3 1 7 5
1 6 7
0 9
5 1 / 0 1 ø . r t e
0 4 . 2
0 1 . 3
7 5
0 4 . 2
A
3
5
0 7
7
kg kg kg kg
6 1 2
70
3
3
5
0 7
7 6 1 2 3
70 Sectiune C - C scara 1:20
3 2
3
0 3 . 1
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
2
3
3
5
0 7
7 6 1 2
70
3
0 3 . 1
0 0 . 1
3 1
1 6 7
871.05 1171.20 0.00 2042.25
5 1
-0.10
0 8 . 3
3 6
Sectiune A - A scara 1:20
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
1 6 7
0 1 / 0 1 ø . r t e
15
2
0 0 . 1
+3.00
5 1 3 6
2
0 3 . 1
2
B
0 1 / 0 1 ø . r t e
2.00 OB37
2 2
5 1
3
1 6 7
B
10 10
63
2 2
Sectiune B - B scara 1:20
0 0 . 1
3 1
5 1 / 0 1 ø . r t e
207
70
+6.10 0 0 . 2
2.00 OB37
0 3 . 1
1 6 7
0 1 / 0 1 ø . r t e
10 10
0 6
3
2
1 6 7
0 4 . 2
207
0 3 . 1
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
7 5
5 1 / 0 1 ø . r t e
6
225
22
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
3 1
0 1 / 0 1 ø . r t e
2.85 PC52
337
Greutate totala OB37 (kg): Greutate totala PC52 (kg): Greutate totala PC60 (kg): Greutate totala OB37 + PC52 + PC60 (kg):
1 6 7
+9.20
22
7
0 0 . 1
C
13
5 4
15
1 6 7
C
5
440
0 1 . 3
3 6
m 0 1 . 4 = L 2 5 C P 2 2 ø 4
m 0 4 . 4 = L 2 5 C P 2 2 ø 8
2
3
A
r e i d a r n i d 5 i 2 t 2 a t s u m 2 2 ø 2 1
-3.20
0 0 . 1 60
5 1
5 2 1 2
5 1 5 1
3 6
3 6
6 3
1 5
2 2
63
1 207ø10L=282cm
63
22
6 207ø10L=200cm
7 207ø10L=200cm
Clasa de importanta si de expunere la cutremur I Zona seismica Sibiu ag=0.16g; Tc=0.70s
UNIVERSITATEA TEHNIC Ă CLUJ-NAPOCA Facultatea de Construcţ iiii Nume Desenat Verificat
stud. Popa Andrei C. ing.
Semn
Beton C20/25 SRI 32.5R A/C=0.45 Dozaj minim 275kg/mc Aditivi mari reductori de apa Aditivi superplastifianti superplastifianti Otel: PC52 OB37 c.nom=35mm
