1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.20 3.17 5 1.20 1.20 3.17 5 1.20 2.55 105 1.00 1.00 105 405 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.20 3.17 5 1.20 1.20 3.17 5 1.20 2.55 105 1.00 1.00 405 965 80 80 965 80 655 80 80 80 50 5.57 5 55 2.55 55 5.57 5 50 6.10 3.10 6.10 P N 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 3.17 5 1.20 1.20 3.17 5 1.20 2.55 105 1.00 1.00 405 965 80 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.20 3.17 5 1.20 1.20 3.17 5 1.20 2.55 105 1.00 1.00 405 105 80 80 655 80 105 80 80 965 80 80 655 15.80 +8.28 +4.10 5 +12.45 5 +17.63 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/15 5 etr. Ø10/10 5 etr. Ø10/10 5 etr. Ø10/10 1 PC52 L=5.55m 3 PC52 L=11.25m 4 PC52 L=8.15m 1 PC52 L=5.55m 1 PC52 L=5.55m 2 PC52 L=8.75m 1 PC52 L=5.55m 3 PC52 L=11.25m 4 PC52 L=8.15m 1 PC52 L=5.55m 3 PC52 L=11.25m 3 PC52 L=11.25m 4 PC52 L=8.15m 4 PC52 L=8.15m 1 PC52 L=5.55m 1 PC52 L=5.55m 2 PC52 L=8.75m 1 PC52 L=5.55m 3 PC52 L=11.25m 4 PC52 L=8.15m 1 PC52 L=5.55m 3 PC52 L=11.25m 1 PC52 L=5.55m 2 PC52 L=8.75m 1 PC52 L=5.55m 3 PC52 L=11.25m 4 PC52 L=8.15m 2 PC52 L=8.75m 1 PC52 L=5.55m 1 PC52 L=5.55m 4 PC52 L=8.15m 1 PC52 L=5.55m 4 PC52 L=8.15m 3 PC52 L=11.25m 1 PC PC52 L=5.55m 2 PC PC52 L=8.75m 1 PC PC52 L=5.55m 2 PC52 L=8.75m 2 PC52 L=8.75m 2 PC52 L=8.75m PLAN ARMARE GRINZI 1:50 P N O R Calitate Nume Semnatura Verificat TRANSVERSALA Desenat DELIA-V. PLAN ARMARE GRINDA Proiectat ROSU 1:50 P.T. 1:20 UNIVERSITATEA "OVIDIUS" Beton Armat CONSTANTA si Precomprimat II FACULTATEA DE CONSTRUCTII CCIA Anul 3 Gr. 1 Sgr.2 Aprobat 20.01 Ctr. STAS 11 Otel PC52 Otel OB37 Beton C25/30 c=25mm Clasa de imp. III Volum de beton/grinda transv. = 2.88mc 30 60 15 3 PC L=11.25cm Scara 1:20 Sectiunea 1-1 25 55 55 25 10 10 5 Ø10 OB37 L=0.180 m 1 PC L=5.5m OB37 10 25 20 1 25 PC52 5.55 120 666.00 2 25 PC52 8.75 60 525.00 3 20 PC52 11.25 80 900.00 4 20 PC52 8.15 80 652.00 5 10 OB37 0.18 2360 424.80 424.80 1191.00 1552.00 0.617 3.853 2.466 263 4589 3828 263 Otel TOTAL PE Ø [kg] TOTAL [kg] LUNGIMI PE Ø [m] GREUTATE [kg/ml] GREUTATI PE Ø [kg] PC52 8417 8680 Marca Ø L [m] Buc. EXTRAS ARMARE h/l= 594 / 420 (0.25mp) Allplan 2011

Armare Grinda 2

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Page 1: Armare Grinda 2

1 1

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1

1

1

1

1

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1

1

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1

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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

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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