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 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 4 4Ø PC52 L=8.15m 1 3Ø PC52 L=5.55m 1 3Ø PC52 L=5.55m 2 3Ø PC52 L=8.75m 1 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 4 4Ø PC52 L=8.15m 1 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 3 4Ø PC52 L=11.25m 4 4Ø PC52 L=8.15m 4 4Ø PC52 L=8.15m 1 3Ø PC52 L=5.55m 1 3Ø PC52 L=5.55m 2 3Ø PC52 L=8.75m 1 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 4 4Ø PC52 L=8.15m 1 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 1 3Ø PC52 L=5.55m 2 3Ø PC52 L=8.75m 1 3Ø PC52 L=5.55m 3 4Ø PC52 L=11.25m 4 4Ø PC52 L=8.15m 2 3Ø PC52 L=8.75m 1 3Ø PC52 L=5.55m 1 3Ø PC52 L=5.55m 4 4Ø PC52 L=8.15m 1 3Ø PC52 L=5.55m 4 4Ø PC52 L=8.15m 3 4Ø PC52 L=11.25m 1 3Ø PC PC52 L=5.55m 2 3Ø PC PC52 L=8.75m 1 3Ø PC PC52 L=5.55m 2 3Ø PC52 L=8.75m 2 3Ø PC52 L=8.75m 2 3Ø 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 4Ø PC L=11.25cm Scara 1:20 Sectiunea 1-1 25 55 55 25 10 10 5 Ø10 OB37 L=0.180 m 1 3Ø 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