R-01 Plan Armare Stalpi
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Transcript of R-01 Plan Armare Stalpi
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Pos. BucOtel
Total lungimi pe diametre (m)Greutate pe ml (kg)Greutate pe diametru (kg)
CalitLungime
Diametru
44 1 2.53 16 PC52
44 2 3.33 16 PC52
704 3 1.60 8 PC52
44 4 4.10 16 PC52
1408 5 1.18 8 PC52
88 6 2.33 14 PC52
88 7 3.90 14 PC52
88 8 3.33 14 PC52
8
1126.40
1661.44
2787.84
1101.20
0.395
14 16 111.32 146.52
180.40
205.04 343.20 293.04
438.24
1016.27
841.28 1.208
691.98
1.579
GREUTATEA TOTALA 2809.45 KG
Lungimi pe dimensiuni
PC52
EXTRAS DE ARMARE
7
7
4
4
7
7
7
7
4
4
7
7
3
5
35
1
4
35
3
5
10
1410
35
10
1
0
35
10
1
0 35
5 Etr.8PC52 L=118cm
3 Etr.8PC52 L=160cm
5 Etr.8PC52 L=118cm
Sectiunea 1-1Scara 1:20
14
1
4
3
5
Sectiunea 2-2Scara 1:20
3
5
35
35
14
3
5
10 10
35
14
10
35
1
0
3
5
3510
10
1
4
1
4
5 Etr.8PC52 L=118cm
3 Etr.8PC52 L=160cm
5 Etr.8PC52 L=118cm
8
8
2
2
8
8
8
8
2
2
8
8
Etr. 5 128/10Etr. 3 68/10
E
t
r
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5
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2
8
/
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5
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r
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5
2
0
8
/
1
0
E
t
r
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5
1
4
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/
2
0
E
t
r
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3
6
8
/
1
5
E
t
r
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3
1
0
8
/
1
0
E
t
r
.
3
7
8
/
2
0
E
t
r
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5
1
2
8
/
1
0
E
t
r
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3
6
8
/
1
0
E
t
r
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5
1
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/
1
5
E
t
r
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3
7
8
/
1
5
E
t
r
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5
2
0
8
/
1
0
E
t
r
.
3
1
0
8
/
1
0
E
t
r
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5
1
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8
/
1
0
E
t
r
.
3
6
8
/
1
0
35
20
1 1
22
20
35
1
4
1
6
P
C
5
2
L
=
2
5
3
c
m
6
8
1
4
P
C
5
2
L
=
2
3
3
c
m
2
3
3
2
1
3
2
4
1
6
P
C
5
2
L
=
3
3
3
c
m
8
8
1
4
P
C
5
2
L
=
3
3
3
c
m
2
9
8
2
9
8
4
1
0
3
9
0
4
4
1
6
P
C
5
2
L
=
4
1
0
c
m
7
8
1
4
P
C
5
2
L
=
3
9
0
c
m
Armare stalpi(11 buc.)Scara 1:50
Etr. 3 68/10Etr. 5 128/10
CalitateProiectat
VerificatControl STAS
Desenat
PROIECT DE DIPLOMA
Nume Prenume
UNIVERSITATEA ''OVIDIUS'' CONSTANTAFACULTATEA DE CONSTRUCTII
Ing. Trifan Mihai
Ing. Trifan MihaiIng. Tepes Onea Florin
Semnatura
P.T.
Licenta
Beton: C20/25Otel: PC52ag=0.20gClasa de importanta: IIITc=0.7secAcoperirea cu beton: 25mm
Sc:1:501:20
Data:06.2015
PLAN ARMARE STALPIPlansa Nr.
R01