Proiect Bet 3

10
EXTRAS DE ARMATURA PLANSEU CURENT Marca Ø(mm) L(m) Nr. Buc. Otel Marca Ø6 Ø8 PC52 1 6 1.69 252 425.88 1 2 6 4.89 378 1848.42 2 3 8 2.59 252 652.68 3 5 8 0.97 44 42.68 4 4 6 950 OB 37 5 Lungimi /Ø 3224.3 695.36 6 Greutate/ml(Kg/ml) 0.222 0.397 7 Greutate/Ø (Kg) 715.7946 276.0579 8 Tota 991.85252 Gr Marca 1 2 3 4 5 6 7 8 Gr Marca 1 2 3 4 5 6 7 Gr Lungime bare pe Ø

description

Beton 3 xcel table

Transcript of Proiect Bet 3

Page 1: Proiect Bet 3

EXTRAS DE ARMATURA PLANSEU CURENT EXTRAS DE ARMATURA GRINDA GE1

Marca Ø(mm) L(m) Nr. Buc.Otel

Marca Ø(mm) L(m)Ø6 Ø8

PC521 6 1.69 252 425.88 1 18 5.12 6 4.89 378 1848.42 2 22 5.263 8 2.59 252 652.68 3 22 5.185 8 0.97 44 42.68 4 12 7.164 6 950 OB 37 5 20 3.48

Lungimi /Ø 3224.3 695.36 6 25 2.07 Greutate/ml(Kg/ml) 0.222 0.397 7 25 8.1 Greutate/Ø (Kg) 715.7946 276.0579 8 10 1.48 Total( Kg) 991.85252 Lungimi /Ø

Greutate/ml(Kg/ml) Greutate/Ø (Kg) Total( Kg)

EXTRAS DE ARMATURA GRINDA G2

Marca Ø(mm) L(m)

1 14 5.082 20 5.263 20 5.184 12 7.165 16 3.46 20 1.857 25 8.18 8 1.48

Lungimi /Ø Greutate/ml(Kg/ml)

Greutate/Ø (Kg) Total( Kg)

EXTRAS DE ARMATURA GRINDA G3

Marca Ø(mm) L(m)

1 16 5.042 16 5.263 12 7.164 22 3.55 18 1.756 22 7.977 8 1.48

Lungimi /Ø Greutate/ml(Kg/ml)

Greutate/Ø (Kg) Total( Kg)

Lungime bare pe Ø

Page 2: Proiect Bet 3

EXTRAS DE ARMATURA GRINDA GE1 EXTRAS DE ARMATURA STALP

Nr. Buc.Otel

Marca Ø(mm) L(m)Ø10 Ø12 Ø18 Ø20 Ø22 Ø25

PC52

2 10.2 1 18 7.623 15.78 2 18 4.114 20.72 3 18 3.1754 28.64 4 10 2.064 13.92 5 10 1.452 4.14 6 12 2.14 32.4 7 12 1.5

66 97.68 Lungimi /Ø Lungimi /Ø 97.68 28.64 10.2 13.92 36.5 36.54 Greutate/ml(Kg/ml)

Greutate/ml(Kg/ml) 0.62 0.89 2 2.46 2.98 3.853 Greutate/Ø (Kg) Greutate/Ø (Kg) 60.57 25.49 20.4 34.25 108.77 140.79 Total( Kg) Total( Kg) 390.27

EXTRAS DE ARMATURA GRINDA G2

Nr. Buc.Otel

Ø8 Ø12 Ø14 Ø16 Ø20 Ø25

PC52

2 10.163 15.784 20.724 28.644 13.62 3.74 32.4

75 111 Lungimi /Ø 111 28.64 10.16 13.6 40.2 32.4

Greutate/ml(Kg/ml) 0.39 0.89 1.21 1.58 2.46 3.85 Greutate/Ø (Kg) 43.29 25.49 12.3 21.49 98.9 124.74 Total( Kg) 326.21

EXTRAS DE ARMATURA GRINDA G3

Nr. Buc.Otel

Ø8 Ø12 Ø16 Ø18 Ø22

PC52

6 30.243 15.784 28.6422 3.54 31.88

69 102.12 Lungimi /Ø 102.12 28.64 46.02 3.5 31.88

Greutate/ml(Kg/ml) 0.39 0.89 1.58 2 2.98 Greutate/Ø (Kg) 39.83 25.49 72.72 7 95.01 Total( Kg) 240.05

Lungime bare pe Ø

Lungime bare pe Ø

Lungime bare pe Ø

Page 3: Proiect Bet 3

EXTRAS DE ARMATURA STALP

Nr. Buc.Otel

Ø10 Ø12 Ø18

PC52

12 91.4460 246.612 38.1

202 416.12404 585.8

16 33.632 48

Lungimi /Ø 1001.92 81.6 376.14 Greutate/ml(Kg/ml) 0.62 0.89 2

621.19 72.62 752.281446.09

Lungime bare pe Ø

Page 4: Proiect Bet 3

Fyk= 500 N/mm2 Grinda CALCUL ARMARE LONGITUDINALA GRINZI LA PARTEA INFERIOARA Fctm= 2.2 N/mm2 55 x 30 cm

S500 fyd = 435 N/mm2 hplaca Asmin= 339.9 armare minima= 3f14= 461.81 ρmin= 0.22 ρmax= 61.8C20/25 fcd= 13.33 N/mm2 13 cm

GR Tronsonh h pl bw beff h s d Med As nec ρ As, eff Mrd

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

mm mm mm mm mm mm mm KNm mm mm2 % 113.1 153.94 201.06 254.47 314.16 380.13 KNm As,nec As,eff GRINDA

GE1

TM st 550 130 300 820 35 35 480 515 125.2 22.743 571.48 599.62 0.41 0 0 0 0 2 628.32 0 628.32 131.19 599.62 < 628.32 = 28.7

GE1

TM st 2F22 + F18dr 550 130 300 820 35 35 480 515 121.8 22.112 555.62 583.34 0.66 0 0 0 1 254.47 0 2 760.26 1014.73 211.88 583.34 < 1014.7 = 431.4 dr 2F22 + F18

TC st 550 130 300 820 35 35 480 515 133.9 24.363 612.18 641.29 0.74 0 0 0 0 0 3 1140.39 1140.39 238.11 641.29 < 1140.4 = 499.1 TC st 3F22dr 550 130 300 820 35 35 480 515 133.9 24.363 612.18 641.29 0.74 0 0 0 0 0 3 1140.39 1140.39 238.11 641.29 < 1140.4 = 499.1 dr 3F22

TM st 550 130 300 820 35 35 480 515 121.8 22.112 555.62 583.34 0.66 0 0 0 1 254.47 0 2 760.26 1014.73 211.88 583.34 < 1014.7 = 431.4 TM st 2F22 + F18dr 550 130 300 820 35 35 480 515 125.2 22.743 571.48 599.62 0.66 0 0 0 1 254.47 0 2 760.26 1014.73 211.88 599.62 < 1014.7 = 415.1 dr 2F22 + F18

G2

TM st 550 130 300 820 35 35 480 515 88.95 16.052 403.34 426.01 0.51 0 1 153.94 0 0 2 628.32 0 782.26 163.34 426.01 < 782.26 = 356.3

G2

TM st 2F20 + F14dr 550 130 300 820 35 35 480 515 91.17 16.459 413.57 436.64 0.51 0 1 153.94 0 0 2 628.32 0 782.26 163.34 436.64 < 782.26 = 345.6 dr 2F20 + F14

TC st 550 130 300 820 35 35 480 515 104.2 18.856 473.8 499.05 0.61 0 0 0 0 3 942.48 0 942.48 196.79 499.05 < 942.48 = 443.4 TC st 3F20dr 550 130 300 820 35 35 480 515 104.2 18.856 473.8 499.05 0.61 0 0 0 0 3 942.48 0 942.48 196.79 499.05 < 942.48 = 443.4 dr 3F20

TMst 550 130 300 820 35 35 480 515 91.7 16.556 416 439.18 0.51 0 1 153.94 0 0 2 628.32 0 782.26 163.34 439.18 < 782.26 = 343.1

TMst 2F20 + F14

dr 550 130 300 820 35 35 480 515 88.95 16.052 403.34 426.01 0.51 0 1 153.94 0 0 2 628.32 0 782.26 163.34 426.01 < 782.26 = 356.3 dr 2F20 + F14

G3

TM st 550 130 300 820 35 35 480 515 60 10.771 270.66 287.36 0.39 0 0 3 603.18 0 0 0 603.18 125.94 287.36 < 603.18 = 315.8

G3

TM st 3F16dr 550 130 300 820 35 35 480 515 62.35 11.198 281.38 298.62 0.39 0 0 3 603.18 0 0 0 603.18 125.94 298.62 < 603.18 = 304.6 dr 3F16

TC st 550 130 300 820 35 35 480 515 74.68 13.442 337.76 357.67 0.39 0 0 3 603.18 0 0 0 603.18 125.94 357.67 < 603.18 = 245.5 TC st 3F16dr 550 130 300 820 35 35 480 515 74.68 13.442 337.76 357.67 0.39 0 0 3 603.18 0 0 0 603.18 125.94 357.67 < 603.18 = 245.5 dr 3F16

TM st 550 130 300 820 35 35 480 515 62.35 11.198 281.38 298.62 0.39 0 0 3 603.18 0 0 0 603.18 125.94 298.62 < 603.18 = 304.6 TM st 3F16dr 550 130 300 820 35 35 480 515 60 10.771 270.66 287.36 0.39 0 0 3 603.18 0 0 0 603.18 125.94 287.36 < 603.18 = 315.8 dr 3F16

G4

TM st 550 130 300 820 35 35 480 515 36.1 6.4534 162.16 172.9 0.3 0 3 461.82 0 0 0 0 461.82 96.43 172.9 < 461.82 = 288.9

G4

TM st 3F14dr 550 130 300 820 35 35 480 515 36.1 6.4534 162.16 172.9 0.3 0 3 461.82 0 0 0 0 461.82 96.43 172.9 < 461.82 = 288.9 dr 3F14

TC st 550 130 300 820 35 35 480 515 42.1 7.5339 189.31 201.63 0.3 0 3 461.82 0 0 0 0 461.82 96.43 201.63 < 461.82 = 260.2 TC st 3F14dr 550 130 300 820 35 35 480 515 42.1 7.5339 189.31 201.63 0.3 0 3 461.82 0 0 0 0 461.82 96.43 201.63 < 461.82 = 260.2 dr 3F14

TM st 550 130 300 820 35 35 480 515 36.1 6.4534 162.16 172.9 0.3 0 3 461.82 0 0 0 0 461.82 96.43 172.9 < 461.82 = 288.9 TM st 3F14dr 550 130 300 820 35 35 480 515 36.1 6.4534 162.16 172.9 0.3 0 3 461.82 0 0 0 0 461.82 96.43 172.9 < 461.82 = 288.9 dr 3F14

G5

TM st 550 130 300 820 35 35 480 515 33.6 6.0038 150.86 160.92 0.3 0 3 461.82 0 0 0 0 461.82 96.43 160.92 < 461.82 = 300.9

G5

TM st 3F14dr 550 130 300 820 35 35 480 515 33.6 6.0038 150.86 160.92 0.3 0 3 461.82 0 0 0 0 461.82 96.43 160.92 < 461.82 = 300.9 dr 3F14

TC st 550 130 300 820 35 35 480 515 28.1 5.0162 126 134.58 0.3 0 3 461.82 0 0 0 0 461.82 96.43 134.58 < 461.82 = 327.2 TC st 3F14dr 550 130 300 820 35 35 480 515 28.1 5.0162 126 134.58 0.3 0 3 461.82 0 0 0 0 461.82 96.43 134.58 < 461.82 = 327.2 dr 3F14

TM st 550 130 300 820 35 35 480 515 33.6 6.0038 150.86 160.92 0.3 0 3 461.82 0 0 0 0 461.82 96.43 160.92 < 461.82 = 300.9 TM st 3F14dr 550 130 300 820 35 35 480 515 33.6 6.0038 150.86 160.92 0.3 0 3 461.82 0 0 0 0 461.82 96.43 160.92 < 461.82 = 300.9 dr 3F14

mm²

as 1

as 2 lx As nec

(lx)

F 12 F 14 F 16 F 18 F 20 F 22

mm mm2 mm2 NR.F

Page 5: Proiect Bet 3

fyk= 500 N/mm2 Grinda55x30 cm CALCUL ARMARE LONGITUDINALA GRINZI LA PARTEA SUPERIOARAfctm= 2.2 N/mm2 hplaca=13cm

S500 fyd = 435 N/mm2 Asmin= 339.9 armare minima= 3f14= 461.81 ρmin= 0.22 ρmax= 60.326C20/25 fcd= 13.33 N/mm2

Tronsonh h pl bw beff h s d Med p As, eff Mrd

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

nr b

uc arie

mm mm mm mm mm mm mm mm KNm mm mm2 % 113.1 153.9 201.06 254.47 314.16 380.13 490.87 KNm Asnec Aseff GRINDA

GE1

TMst 550 130 300 820 35 35 480 515 183.92 61 1189.791 880.8429 0.95 0 0 0 0 0 0 3 1472.61 1472.61 307.48 880.85 < 1472.61 = 592

GE1

TMst 3F25

dr 550 130 300 820 35 35 480 515 186.07 41 1387.053 891.1398 0.95 0 0 0 0 0 0 3 1472.61 1472.61 307.48 891.14 < 1472.61 = 582 dr 3F25

TCst 550 130 300 820 35 35 480 515 198.03 40 1507.121 948.4195 1.04 0 0 0 0 2 628.32 0 2 981.74 1610.06 336.18 948.42 < 1610.06 = 662

TCst 2F25 + 2F20

dr 550 130 300 820 35 35 480 515 198.03 40 1507.121 948.4195 1.04 0 0 0 0 2 628.32 0 2 981.74 1610.06 336.18 948.42 < 1610.06 = 662 dr 2F25 + 2F20

TMst 550 130 300 820 35 35 480 515 186.07 41 1387.053 891.1398 0.95 0 0 0 0 0 0 3 1472.61 1472.61 307.48 891.14 < 1472.61 = 582

TMst 3F25

dr 550 130 300 820 35 35 480 515 183.92 39 1376.649 880.8429 0.95 0 0 0 0 0 0 3 1472.61 1472.61 307.48 880.85 < 1472.61 = 592 dr 3F25

G2

TMst 550 130 300 820 35 35 480 515 153.75 36 1115.756 736.3506 0.84 0 0 0 0 1 314.16 0 2 981.74 1295.9 270.58 736.36 < 1295.9 = 560

G2

TMst 2F25 + F20

dr 550 130 300 820 35 35 480 515 150 34 1097.785 718.3908 0.84 0 0 0 0 1 314.16 0 2 981.74 1295.9 270.58 718.4 < 1295.9 = 578 dr 2F25 + F20

TCst 550 130 300 820 35 35 480 515 168 35 1264.106 804.5977 0.9 0 0 2 402.12 0 0 0 2 981.74 1383.86 288.95 804.6 < 1383.86 = 579

TCst 2F25 + 2F16

dr 550 130 300 820 35 35 480 515 168 35 1264.106 804.5977 0.9 0 0 2 402.12 0 0 0 2 981.74 1383.86 288.95 804.6 < 1383.86 = 579 dr 2F25 + 2F16

TMst 550 130 300 820 35 35 480 515 150 34 1097.785 718.3908 0.84 0 0 0 0 1 314.16 0 2 981.74 1295.9 270.58 718.4 < 1295.9 = 578

TMst 2F25 + F20

dr 550 130 300 820 35 35 480 515 153.75 36 1115.756 736.3506 0.84 0 0 0 0 1 314.16 0 2 981.74 1295.9 270.58 736.36 < 1295.9 = 560 dr 2F25 + F20

G3

TMst 550 130 300 820 35 35 480 515 124.71 31 887.2994 597.2701 0.66 0 0 0 1 254.47 0 2 760.26 0 1014.73 211.88 597.28 < 1014.73 = 418

G3

TMst 2F22 + F18

dr 550 130 300 820 35 35 480 515 119.8 28 864.0437 573.7548 0.66 0 0 0 1 254.47 0 2 760.26 0 1014.73 211.88 573.76 < 1014.73 = 441 dr 2F22 + F18

TCst 550 130 300 820 35 35 480 515 138.49 38 953.2257 663.2663 0.74 0 0 0 0 0 3 1140.39 0 1140.39 238.11 663.27 < 1140.39 = 477

TCst 3F22

dr 550 130 300 820 35 35 480 515 138.49 38 953.2257 663.2663 0.74 0 0 0 0 0 3 1140.39 0 1140.39 238.11 663.27 < 1140.39 = 477 dr 3F22

TMst 550 130 300 820 35 35 480 515 119.8 28 864.0437 573.7548 0.66 0 0 0 1 254.47 0 2 760.26 0 1014.73 211.88 573.76 < 1014.73 = 441

TMst 2F22 + F18

dr 550 130 300 820 35 35 480 515 127.7 32 901.5209 611.59 0.66 0 0 0 1 254.47 0 2 760.26 0 1014.73 211.88 611.6 < 1014.73 = 403 dr 2F22 + F18

G4

TMst 550 130 300 820 35 35 480 515 91.7 22 660.0789 439.1762 0.49 0 0 0 3 763.41 0 0 0 763.41 159.4 439.18 < 763.41 = 324

G4

TMst 3F18

dr 550 130 300 820 35 35 480 515 84.9 18 628.5084 406.6092 0.49 0 0 0 3 763.41 0 0 0 763.41 159.4 406.61 < 763.41 = 357 dr 3F18

TCst 550 130 300 820 35 35 480 515 103.3 27 714.4478 494.7318 0.53 0 2 308 0 2 508.94 0 0 0 816.82 170.55 494.74 < 816.82 = 322

TCst 2F18 + 2F14

dr 550 130 300 820 35 35 480 515 103.3 27 714.4478 494.7318 0.53 0 2 308 0 2 508.94 0 0 0 816.82 170.55 494.74 < 816.82 = 322 dr 2F18 + 2F14

TMst 550 130 300 820 35 35 480 515 84.9 18 628.5084 406.6092 0.49 0 0 0 3 763.41 0 0 0 763.41 159.4 406.61 < 763.41 = 357

TMst 3F18

dr 550 130 300 820 35 35 480 515 91.7 22 660.0789 439.1762 0.49 0 0 0 3 763.41 0 0 0 763.41 159.4 439.18 < 763.41 = 324 dr 3F18

G5

TMst 550 130 300 820 35 35 480 515 50.4 1.1 471.5834 241.3793 0.33 1 113.1 0 2 402.12 0 0 0 0 515.22 107.58 241.38 < 515.22 = 274

G5

TMst 2F16 + F12

dr 550 130 300 820 35 35 480 515 50.72 1.2 473.015 242.9119 0.33 1 113.1 0 2 402.12 0 0 0 0 515.22 107.58 242.92 < 515.22 = 272 dr 2F16 + F12

TCst 550 130 300 820 35 35 480 515 66.19 8.8 542.7483 317.0019 0.39 0 0 3 603.18 0 0 0 0 603.18 125.94 317.01 < 603.18 = 286

TCst 3F16

dr 550 130 300 820 35 35 480 515 66.19 8.8 542.7483 317.0019 0.39 0 0 3 603.18 0 0 0 0 603.18 125.94 317.01 < 603.18 = 286 dr 3F16

TMst 550 130 300 820 35 35 480 515 50.72 1.2 473.015 242.9119 0.33 1 113.1 0 2 402.12 0 0 0 0 515.22 107.58 242.92 < 515.22 = 272

TMst 2F16 + F12

dr 550 130 300 820 35 35 480 515 50.4 1.1 471.5834 241.3793 0.33 1 113.1 0 2 402.12 0 0 0 0 515.22 107.58 241.38 < 515.22 = 274 dr 2F16 + F12

mm² mm²

GR

as 1

as 2 lx As nec

(lx>3as)As nec

(lx<3as)

F 12 F 14 F 16 F 18 F 20 F 22 F 25

mm2 mm2 NR.F

Page 6: Proiect Bet 3

Grinda55x30 cm

hplaca=13cm CALCUL ARMARE TRANSVERSALA GRINZI IN ZONA POTENTIAL PLASTICAS500 fyd = 435 N/mm2 fck= 20 N/mm2 0.0716 %

C20/25 fcd= 13.33 N/mm2 fyk= 500 N/mm2

GR Tronsonlo Mrd⁻ Mrd⁺ Vgrav,dr Vgrav,st Ved,seism ξ Ved,lim

F6 F 8 F 10Smin Sef (x)zona D

arie arie arie potential KN KN cm KN KNm KN KN KN KN 56.54 100.53 157.07 mm cm % plast.(m) KN KN

GE1

TMdr 66.89 -155.23 395 307.48 131.19 -44.17 111.06 -0.43 576.66 0 0 1 157 204 12.5 0.544 la capete 22.36 -37283.66st -87.32 175.66 395 307.48 211.88 44.17 131.49 -0.5 576.66 0 0 1 157 180.28 12.5 0.481 la capete 22.36 -44500.57

TCdr 101.22 -189.56 395 336.18 238.11 -44.17 145.39 -0.53 576.66 0 0 1 157 167.07 12.5 0.446 la capete 22.36 -49413.51st -101.22 189.56 395 336.18 238.11 44.17 145.39 -0.53 576.66 0 0 1 157 167.07 12.5 0.446 la capete 22.36 -49413.51

TMdr 87.32 -175.66 395 307.48 211.88 -44.17 131.49 -0.5 576.66 0 0 1 157 180.28 12.5 0.481 la capete 22.36 -44500.57st -87.32 175.66 395 307.48 211.88 44.17 131.49 -0.5 576.66 0 0 1 157 180.28 12.5 0.481 la capete 22.36 -44500.57

G2

TMdr 66.04 -153.87 395 270.58 163.34 -43.82 109.86 -0.43 576.66 0 1 100.53 0 131.73 10 0.774 la capete 22.24 -36681.33st -66.04 153.87 395 270.58 163.34 44.01 109.86 -0.43 576.66 0 1 100.53 0 131.73 10 0.774 la capete 22.24 -36681.33

TCdr 79.16 -166.99 395 288.95 196.79 -43.82 122.98 -0.47 576.66 0 1 100.53 0 121.38 10 0.74 la capete 22.24 -41291.24st -79.16 166.99 395 288.95 196.79 44.01 122.98 -0.47 576.66 0 1 100.53 0 121.38 10 0.74 la capete 22.24 -41291.24

TMdr 66.04 -153.87 395 270.58 163.34 -43.82 109.86 -0.43 576.66 0 1 100.53 0 131.73 10 0.774 la capete 22.24 -36681.33st -66.04 153.87 395 270.58 163.34 44.01 109.86 -0.43 576.66 0 1 100.53 0 131.73 10 0.774 la capete 22.24 -36681.33

G3

TMdr 41.95 -129.54 395 211.88 125.94 -43.58 85.53 -0.32 576.66 0 1 100.53 0 156.47 12.5 0.685 la capete 22.17 -28058.66st -41.95 129.54 395 211.88 125.94 44.01 85.53 -0.32 576.66 0 1 100.53 0 156.47 12.5 0.685 la capete 22.17 -28058.66

TCdr 48.59 -136.18 395 238.11 125.94 -43.58 92.17 -0.36 576.66 0 1 100.53 0 148.84 12.5 0.665 la capete 22.17 -30384.74st -48.59 136.18 395 238.11 125.94 44.01 92.17 -0.36 576.66 0 1 100.53 0 148.84 12.5 0.665 la capete 22.17 -30384.74

TMdr 41.95 -129.54 395 211.88 125.94 -43.58 85.53 -0.32 576.66 0 1 100.53 0 156.47 12.5 0.685 la capete 22.17 -28058.66st -41.95 129.54 395 211.88 125.94 44.01 85.53 -0.32 576.66 0 1 100.53 0 156.47 12.5 0.685 la capete 22.17 -28058.66

G4

TMdr 20.76 -110.46 395 159.4 96.43 -44.01 64.77 -0.19 576.66 0 1 100.53 0 183.5 12.5 0.757 la capete 22.71 -21302.72st -20.76 110.46 395 159.4 96.43 45.69 64.77 -0.19 576.66 0 1 100.53 0 183.5 12.5 0.757 la capete 22.71 -21302.72

TCdr 23.58 -113.28 395 170.55 96.43 -44.01 67.59 -0.21 576.66 0 1 100.53 0 178.93 12.5 0.745 la capete 22.71 -22315.58st -23.58 113.28 395 170.55 96.43 45.69 67.59 -0.21 576.66 0 1 100.53 0 178.93 12.5 0.745 la capete 22.71 -22315.58

TMdr 20.76 -110.46 395 159.4 96.43 -44.01 64.77 -0.19 576.66 0 1 100.53 0 183.5 12.5 0.757 la capete 22.71 -21302.72st -20.76 110.46 395 159.4 96.43 45.69 64.77 -0.19 576.66 0 1 100.53 0 183.5 12.5 0.757 la capete 22.71 -21302.72

G5

TMdr 11.27 -90.78 395 107.58 96.43 -40.38 51.65 -0.12 576.66 0 1 100.53 0 223.28 12.5 0.863 la capete 20.13 -14796.34st -11.27 90.78 395 107.58 96.43 39.13 51.65 -0.12 576.66 0 1 100.53 0 223.28 12.5 0.863 la capete 20.13 -14796.34

TCdr 15.92 -95.43 395 125.94 96.43 -40.38 56.3 -0.17 576.66 0 1 100.53 0 212.4 12.5 0.834 la capete 20.13 -16274.69st -15.92 95.43 395 125.94 96.43 39.13 56.3 -0.17 576.66 0 1 100.53 0 212.4 12.5 0.834 la capete 20.13 -16274.69

TMdr 11.27 -90.78 395 107.58 96.43 -40.38 51.65 -0.12 576.66 0 1 100.53 0 223.28 12.5 0.863 la capete 20.13 -14796.34st -11.27 90.78 395 107.58 96.43 39.13 51.65 -0.12 576.66 0 1 100.53 0 223.28 12.5 0.863 la capete 20.13 -14796.34

pas maxim=min{ 13.75 ; 15; 8dbl} (cm)pas minim= 10cm

ρmin=

Ved,min Ved,max ρef qechiv

Page 7: Proiect Bet 3

CALCUL ARMARE TRANSVERSALA GRINZI IN AFARA ZONA POTENTIAL PLASTICAGrinda50x30 cm PC 52 fyd = 435 N/mm2 fck= 20 N/mm2 0.07155 %hplaca=12cm C20/25 fcd= 13.33 N/mm2 fyk= 500 N/mm2

GR Tronsonlo Mrd⁻ Mrd⁺ Vgrav,dr Vgrav,st Ved,seism ξ Ved,lim

F6 F 8 F 10Smin Sef

arie arie arieKN KN cm KN KNm KN KN KN KN 56.54 100.53 157.07 mm cm %

GE1

TM dr -124.87 -155.23 395 307.48 131.19 -44.17 111.06 -0.43 576.66 0 0 1 157.07 -634.03 30 0.175st 141.31 175.66 395 307.48 211.88 44.17 131.49 -0.5 576.66 0 0 1 157.07 -560.27 30 0.175

TC dr -152.49 -189.56 395 336.18 238.11 -44.17 145.39 -0.53 576.66 0 0 1 157.07 -519.19 30 0.175st 152.49 189.56 395 336.18 238.11 44.17 145.39 -0.53 576.66 0 0 1 157.07 -519.2 30 0.175

TM dr -141.31 -175.66 395 307.48 211.88 -44.17 131.49 -0.5 576.66 0 0 1 157.07 -560.27 30 0.175st 141.31 175.66 395 307.48 211.88 44.17 131.49 -0.5 576.66 0 0 1 157.07 -560.27 30 0.175

G2

TM dr -123.78 -153.87 395 270.58 163.34 -43.82 109.86 -0.43 576.66 0 1 100.53 0 -409.37 30 0.112st 123.78 153.87 395 270.58 163.34 44.01 109.86 -0.43 576.66 0 1 100.53 0 -409.38 30 0.112

TC dr -134.33 -166.99 395 288.95 196.79 -43.82 122.98 -0.47 576.66 0 1 100.53 0 -377.22 30 0.112st 134.33 166.99 395 288.95 196.79 44.01 122.98 -0.47 576.66 0 1 100.53 0 -377.23 30 0.112

TM dr -123.78 -153.87 395 270.58 163.34 -43.82 109.86 -0.43 576.66 0 1 100.53 0 -409.37 30 0.112st 123.78 153.87 395 270.58 163.34 44.01 109.86 -0.43 576.66 0 1 100.53 0 -409.38 30 0.112

G3

TM dr -104.21 -129.54 395 211.88 125.94 -43.58 85.53 -0.32 576.66 0 1 100.53 0 -486.25 30 0.112st 104.21 129.54 395 211.88 125.94 44.01 85.53 -0.32 576.66 0 1 100.53 0 -486.26 30 0.112

TC dr -109.55 -136.18 395 238.11 125.94 -43.58 92.17 -0.36 576.66 0 1 100.53 0 -462.55 30 0.112st 109.55 136.18 395 238.11 125.94 44.01 92.17 -0.36 576.66 0 1 100.53 0 -462.55 30 0.112

TM dr -104.21 -129.54 395 211.88 125.94 -43.58 85.53 -0.32 576.66 0 1 100.53 0 -486.25 30 0.112st 104.21 129.54 395 211.88 125.94 44.01 85.53 -0.32 576.66 0 1 100.53 0 -486.26 30 0.112

G4

TM dr -88.86 -110.46 395 159.4 96.43 -44.01 64.77 -0.19 576.66 0 1 100.53 0 -570.25 30 0.112st 88.86 110.46 395 159.4 96.43 45.69 64.77 -0.19 576.66 0 1 100.53 0 -570.25 30 0.112

TC dr -91.13 -113.28 395 170.55 96.43 -44.01 67.59 -0.21 576.66 0 1 100.53 0 -556.04 30 0.112st 91.13 113.28 395 170.55 96.43 45.69 67.59 -0.21 576.66 0 1 100.53 0 -556.05 30 0.112

TM dr -88.86 -110.46 395 159.4 96.43 -44.01 64.77 -0.19 576.66 0 1 100.53 0 -570.25 30 0.112st 88.86 110.46 395 159.4 96.43 45.69 64.77 -0.19 576.66 0 1 100.53 0 -570.25 30 0.112

G5

TM dr -73.03 -90.78 395 107.58 96.43 -40.38 51.65 -0.12 576.66 0 1 100.53 0 -693.86 30 0.112st 73.03 90.78 395 107.58 96.43 39.13 51.65 -0.12 576.66 0 1 100.53 0 -693.86 30 0.112

TC dr -76.77 -95.43 395 125.94 96.43 -40.38 56.3 -0.17 576.66 0 1 100.53 0 -660.05 30 0.112st 76.77 95.43 395 125.94 96.43 39.13 56.3 -0.17 576.66 0 1 100.53 0 -660.06 30 0.112

TMdr -73.03 -90.78 395 107.58 96.43 -40.38 51.65 -0.12 576.66 0 1 100.53 0 -693.86 30 0.112st 73.03 90.78 395 107.58 96.43 39.13 51.65 -0.12 576.66 0 1 100.53 0 -693.86 30 0.112

ρmin=

VEd Vedmax ρef