Download - Armare Grinda 2
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.20 3.175 1.20 1.20 3.175 1.202.55
105
1.001.00
105
405
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.20 3.175 1.20 1.20 3.175 1.202.55
105
1.001.00
405
965
8080
965
80
655
80
80
80
50 5.575 55 2.55 55 5.575 50
6.10 3.10 6.10
PN O R
80
80
105
655
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.20 3.175 1.20 1.20 3.175 1.202.55
105
1.001.00
405
965
80
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.20 3.175 1.20 1.20 3.175 1.202.55
105
1.001.00
405
105
80
80
655
80
105
80
80
965
80 80
655
15.80
+8.28
+4.105
+12.455
+17.63
5 etr. Ø10/15 5 etr. Ø10/105 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/105 etr. Ø10/10
5 etr. Ø10/15 5 etr. Ø10/105 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/105 etr. Ø10/10
5 etr. Ø10/15 5 etr. Ø10/105 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/105 etr. Ø10/10
5 etr. Ø10/15 5 etr. Ø10/105 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/105 etr. Ø10/10
1 3ØPC52 L=5.55m 3 4ØPC52 L=11.25m 4 4ØPC52 L=8.15m 1 3ØPC52 L=5.55m
1 3ØPC52 L=5.55m
2 3ØPC52 L=8.75m1 3ØPC52 L=5.55m
3 4ØPC52 L=11.25m 4 4ØPC52 L=8.15m 1 3ØPC52 L=5.55m
3 4ØPC52 L=11.25m
3 4ØPC52 L=11.25m4 4ØPC52 L=8.15m
4 4ØPC52 L=8.15m
1 3ØPC52 L=5.55m
1 3ØPC52 L=5.55m
2 3ØPC52 L=8.75m1 3ØPC52 L=5.55m
3 4ØPC52 L=11.25m 4 4ØPC52 L=8.15m 1 3ØPC52 L=5.55m
3 4ØPC52 L=11.25m
1 3ØPC52 L=5.55m
2 3ØPC52 L=8.75m1 3ØPC52 L=5.55m
3 4ØPC52 L=11.25m 4 4ØPC52 L=8.15m2 3ØPC52 L=8.75m
1 3ØPC52 L=5.55m
1 3ØPC52 L=5.55m
4 4ØPC52 L=8.15m
1 3ØPC52 L=5.55m
4 4ØPC52 L=8.15m3 4ØPC52 L=11.25m
1 3ØPCPC52 L=5.55m2 3ØPCPC52 L=8.75m 1 3ØPCPC52 L=5.55m
2 3ØPC52 L=8.75m
2 3ØPC52 L=8.75m
2 3ØPC52 L=8.75m
PLAN ARMARE GRINZI 1:50
PN O R
Calitate Nume Semnatura
Verificat TRANSVERSALADesenat DELIA-V. PLAN ARMARE GRINDAProiectat ROSU 1:50 P.T. 1:20
UNIVERSITATEA "OVIDIUS" Beton Armat CONSTANTA si Precomprimat IIFACULTATEA DE CONSTRUCTII CCIA Anul 3 Gr. 1 Sgr.2
Aprobat 20.01Ctr. STAS 11
Otel PC52Otel OB37Beton C25/30c=25mmClasa de imp. IIIVolum de beton/grinda transv. = 2.88mc
30
60
15
3 4ØPCL=11.25cm
Scara 1:20Sectiunea 1-1
25
55 55
25
10
10
5 Ø10 OB37 L=0.180 m
1 3ØPCL=5.5m
OB3710 25 20
1 25 PC52 5.55 120 666.002 25 PC52 8.75 60 525.003 20 PC52 11.25 80 900.004 20 PC52 8.15 80 652.005 10 OB37 0.18 2360 424.80
424.80 1191.00 1552.000.617 3.853 2.466263 4589 3828263
Otel
TOTAL PE Ø [kg]TOTAL [kg]
LUNGIMI PE Ø [m]GREUTATE [kg/ml]GREUTATI PE Ø [kg]
PC52
84178680
Marca Ø L [m] Buc.
EXTRAS ARMARE
h/l= 594 / 420 (0.25mp) Allplan 2011