8/18/2019 A1 Sect Trans
1/1
Soclu b.a.
IPE450
Fundatia F1
Fundatia F2
Fundatia F2
Fundatia F1
Panou de acoperis
KS1000FF
C200/2+1.5
Luminator
Panou de perete
KS1000AWP
Panou de perete
KS1000AWP
Soclu b.a.
C200/2+1.5
Det 3
Det 2
Det 1 Det 4
Det 5
Det 6
Det 7
Det 8
3% 3%
Det 9
Mozaic turnat 3 cm
Sapa de egalizare 3 cm
Placa de beton armat 10 cm
Termoizolatie 10 cm
Strat beton de egalizare 5 cm
Folie polietilena 1 mm
Strat de rupere a capilaritatii 10 cm
Strat de umplutura
Scara
26x 16.4/30
IPE450
Scara
26x 16.4/30
1850 1850 7204 1250 1250 6894 1250 1250 7204 1850 1850
3700 7204 2500 6894 2500 7204 3700
1850 10304 9394 10304 1850
1 2 0 0
6 0 0
1 8 0 0
7 0
1 0 0
1 4 5 0
1 0 5 0
4 0 0
1 4 5 0
1 0 5 0
4 0 0
1 8 0 0
1 2 0 0
6 0 0
3 5 6 4
4 5 0
1 8 0
3 4 9 7
1 6 1 0
5100
+2.24
+6.04
+7.18
+7.695
+12.995
+2.24
+6.04
+7.18
+7.695
+12.995
Panou de acoperis
KS1000FF
Mozaic+Sapa 6 cm
Dala mixta 18 cm
130
130
260
2 7 3
1 3 6 5
1 3 6 5
2 2 5
2
2 5
4 5 0
2 6 0
1 3 0 1
3 0
1 3 9 7
2 6 0
16850 16850
A BC D
33701
S1-HEB260
Ga-HEB260-Part2
Ga-HEB260-Part1
Ga-HEB260-Part3
Ga-HEB260-Part4
Ga-HEB260-Part3
Ga-HEB260-Part2
Ga-HEB260-Part1
Cf-O139.7*3.6
Cf-O139.7*3.6 Cf-O139.7*3.6
Cf-O139.7*3.6
14180 5100 14180
33461
1 4 7 5 0
Z300/2.5
1 4 7 5 0
Z300/2.5
1 3 9 7
1 3 0 1 5 0
0
1 5 0 0
1 5 0 0
1 5 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
7 3 0
1 3 0
1 5 0 0
1 5 0 0
1 5 0 0
1 5 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
7 3 0
S2-O273*10
S2-O273*10
30660
330 9610 10780 9610 330
S1-HEB260
Det 10
-2.06 -2.06
-1.71-1.71
-0.86-0.86-0.66-0.66 -0.66 -0.66-0.66
-0.26-0.26 -0.26 -0.26-0.20 -0.20-0.15-0.15
±0.00 ±0.00 ±0.00
+2.135 +2.135
+3.565 +3.565
+4.015+4.015+4.255 +4.255
+11.23
+11.49
Cadru transversal- Ax 4
Sc. 1:50
h/l= 594 / 841 (0.50mp) Allplan 2013
Nume Semn.
Desenat
Verificat
Nr.pl.
JózsaTimeaData
06.09.2014Prof. Dr. IngCristinaCâmpian
UNIVERSITATEA TEHNICĂ
CLUJ NAPOCA
FACULTATEA DE CONSTRUCŢII
PROIECT DE DIPLOMĂ
PIAŢĂ AGROALIMENTARĂ
P3
Scara1:50
Cadru transversal
Notă: Calitatea de oţel pentru elementele de rezistenţă este
S355 Calitatea de oţel pentru placa de bază de la baza
stâlpilor este S235
Notă: Planşa se citeşte împreună cu planşa
D3.1, D3.2, D3.3, D3.4, D3.5
