Aneks 23092012.pdf

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ANEKS 1/21

Ulazni podaci - Konstrukcija

Statiki proraun Tower - 3D Model Builder 6.0 - Registered to rs

Izometrija

ema nivoaNaziv z [m] h [m]

7.45 2.005.45 5.45

Naziv z [m] h [m]0.00

Tabela materijalaNo Naziv materijala E[kN/m2] [kN/m3] t[1/C] Em[kN/m2] m1 Betoni MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20

Setovi ploaNo d[m] e[m] Materijal Tip prorauna Ortotropija E2[kN/m2] G[kN/m2] 0.400 0.200 1 Tanka ploa Izotropna 0.250 0.125 1 Tanka ploa Izotropna 0.150 0.075 1 Tanka ploa Izotropna

Setovi greda

Set: 1 Presek: b/d=25/40, Fiktivna ekscentrinost

3

2

25

40

[cm]

T

Mat. A1 A2 A3 I1 I2 I31 - Betoni MB 30 1.000e-1 8.333e-2 8.333e-2 1.273e-3 5.208e-4 1.333e-3


3

2

25

25

[cm]

T


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ANEKS 2/21



3

2

25

30

[cm]

T



3

2

25

60

[cm]

22.

5

T


Setovi povrinskih oslonaca

Set K,R1 K,R2 K,R31 1.000e+4 1.000e+4 1.000e+4

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Nivo: [0.00 m]

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{3}

{3}

{3}

{3}

{3}

{3}

{3}

Nivo: [5.45 m]

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ANEKS 5/21

Ulazni podaci - Optereenje


q = -2.00

{3}

{3}

{3}

{3}

{3}

{3}

{3}

{3}

{4} {4}

{4}

Opt. 1: g (g)

Nivo: [7.45 m]

q = -1.00{3}

{3}

{3}

{3}

{3}

{3}

{3}

Opt. 1: g (g)

Nivo: [5.45 m]

{1}{1}

{2}

{1}

{1}

p=18.60p=12.60

Opt. 1: g (g)

Ram: H_3

{1}{1}

{2}

{2}

{1}

{1}

{4} {4}

p=12.60p=18.60

Opt. 1: g (g)

Ram: H_1

Lista sluajeva optereenjaNo Naziv1 g (g)2 p3 s4 kran 15 kran 26 kran 37 kran 48 kran 59 kran 6

10 kran 711 kran 812 kran 913 kran 1014 sx15 sy16 Komb.: I17 Komb.: I+II18 Komb.: I+III19 Komb.: I+II+III20 Komb.: I+IV21 Komb.: I+II+IV22 Komb.: I+II I+IV23 Komb.: I+II+III+IV24 Komb.: I+V25 Komb.: I+II+V26 Komb.: I+II I+V27 Komb.: I+II+III+V28 Komb.: I+VI

29 Komb.: I+II+VI30 Komb.: I+II I+VI

No Naziv31 Komb.: I+II+III+VI32 Komb.: I+VII33 Komb.: I+II+VII34 Komb.: I+III+VII35 Komb.: I+II+III+VII36 Komb.: I+VIII37 Komb.: I+II+VIII38 Komb.: I+III+VIII39 Komb.: I+II+III+VIII40 Komb.: I+IX41 Komb.: I+II+IX42 Komb.: I+II I+IX43 Komb.: I+II+III+IX44 Komb.: I+X45 Komb.: I+II+X46 Komb.: I+II I+X47 Komb.: I+II+III+X48 Komb.: I+XI49 Komb.: I+II+XI50 Komb.: I+II I+XI51 Komb.: I+II+III+XI52 Komb.: I+XII53 Komb.: I+II+XII54 Komb.: I+III+XII55 Komb.: I+II+III+XII56 Komb.: I+XIII57 Komb.: I+II+XIII58 Komb.: I+III+XIII

59 Komb.: I+II+III+XIII

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{3} {3}{3}{3}

{

1}

{

1}

{

1}

{

1}

{

1}

p=18.60

Opt. 1: g (g)

Ram: V_1

{3}

{3}{3}{3}

{3}{3}{3}

{

1}

{

1}

{

1}

{

1}

{

1}

p=18.60

Opt. 1: g (g)

Ram: V_2

q = -5.00

{3}

{3

}

{3}

{3}

{3}

{3}

{3}

{3}

{4} {4}

{4}

Opt. 2: p

Nivo: [7.45 m]

q = -1.00

{3}

{3

}

{3}

{3}

{3}

{3}

{3}

{3}

{4} {4}

{4}

Opt. 3: s

Nivo: [7.45 m]

{1}{1}

{1}

{1}

{4}

P=20.00P=20.00

P=100.00

Opt. 4: kran 1

Ram: H_2

q = -1.00{3}

{3}

{3}

{3}

{3}

{3}

{3}

Opt. 3: s

Nivo: [5.45 m]

P=20.00P=20.00

P=100.00

Opt. 4: kran 1

Ram: V_5

{1}{1}

{2}

{1}

{1}

P=20.00P=20.00

P=100.00

Opt. 5: kran 2

Ram: H_3

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P=20.00P=20.00

P=100.00

Opt. 5: kran 2

Ram: V_5

{1}{1}

{1}

{1}

P=20.00P=20.00

P=100.00

Opt. 6: kran 3

Ram: H_7

P=20.00P=20.00

P=100.00

Opt. 6: kran 3

Ram: V_5

{1}{1}

{1}

{1}

P=20.00P=20.00P=1

00.00

Opt. 7: kran 4

Ram: H_6

P=20.00P=20.00

P=100.00

Opt. 7: kran 4

Ram: V_5

{1}{1}

{2}

{2}

{1}

{1}

{4} {4}

P=20.00P=20.00

P=100.00

Opt. 8: kran 5

Ram: H_1

P=20.00P=20.00

P=100.00

Opt. 8: kran 5

Ram: V_5

{1}{1}

{1}

{1}

{4}

P=20.00P=20.00

P=100.00

Opt. 9: kran 6

Ram: H_2

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P=20.00P=20.00

P=100.00

Opt. 9: kran 6

Ram: V_6

{1}{1}

{2}

{1}

{1}

P=100.00

P=20.00P=20.00

Opt. 10: kran 7

Ram: H_3

P=100.00

P=20.00P=20.00

Opt. 10: kran 7

Ram: V_6

{1}{1}

{1}

{1}

P=1

00.00

P=20.00P=20.00

Opt. 11: kran 8

Ram: H_7

P=100.00

P=20.00P=20.00

Opt. 11: kran 8

Ram: V_6

{1}{1}

{1}

{1}

P=100.00

P=20.00P=20.00

Opt. 12: kran 9

Ram: H_6

P=100.00

P=20.00P=20.00

Opt. 12: kran 9

Ram: V_6

{1}{1}

{2}

{2}

{1}

{1}

{4} {4}

P=100.00

P=20.00P=20.00

Opt. 13: kran 10

Ram: H_1

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Modalna analiza


Napredne opcije seizmikog prorauna:

Mase grupisane u nivoima izabranih tavanicaGrede - redukcija krutosti na savijanje: 0.500Multiplikator krutosti oslonaca: 10000.000Spreeno oscilovanje u Z pravcu

Faktori optereenja za proraun masaNo Naziv Koeficijent

1 g (g) 1.002 p 1.003 s 1.004 kran 1 0.005 kran 2 0.006 kran 3 1.007 kran 4 0.00

No Naziv Koeficijent

8 kran 5 0.009 kran 6 0.0010 kran 7 0.0011 kran 8 0.0012 kran 9 0.0013 kran 10 0.00

Raspored masa po visini objektaNivo Z [m] X [m] Y [m] Masa [T] T/m2

7.45 2.83 8.28 126.48 1.365.45 6.53 10.08 307.09 6.12

Ukupno: 6.03 5.45 9.55 433.57

Poloaj centara krutosti po visini objektaNivo Z [m] X [m] Y [m]

7.45 2.82 15.635.45 2.85 15.61

Ekscentricitet po visini objektaNivo Z [m] eox [m] eoy [m]

7.45 0.00 7.355.45 3.68 5.53

Periodi oscilovanja konstrukcijeNo T [s] f [Hz]1 0.5934 1.68522 0.3114 3.21123 0.2591 3.8598

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Seizmiki proraun


Seizmiki proraun: JUS (Ekvivalentno statiko optereenje)

Kategorija tla: IISeizmika zona: VIII (Ks = 0.050)Kategorija objekta: IIVrsta konstrukcije: 1Kota ukljetenja: Zd = 0.00 mMase grupisane u nivoima izabranih tavanicaGrede - redukcija krutosti na savijanje: 0.500Multiplikator krutosti oslonaca: 10000.000

Ugao dejstva zemljotresa:Naziv T [sec] []

sx 0.593 0.00sy 0.311 90.00

Raspored seizmikih sila po visini objekta (sx)Nivo Z [m] S [kN]

7.45 111.405.45 64.590.00 0.00

= 175.99

Raspored seizmikih sila po visini objekta (sy)Nivo Z [m] S [kN]

7.45 111.405.45 64.590.00 0.00

= 175.99

Raspored masa po visini objektaNivo Z [m] X [m] Y [m] Masa [T] T/m2

7.45 2.82 8.28 126.10 1.365.45 5.14 10.36 70.84 1.410.00 4.31 9.70 236.64 3.60

Ukupno: 3.06 4.02 9.39 433.57

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Statiki proraun


Presene sile u ploama - Ekstremne vrednosti -Optereenje: 1-59

Oznaka LC Mx [kNm/m] My [kNm/m]4008 23 |-162.43| -69.1794008 27 |-161.98| -69.0354008 31 |-159.62| -68.3394008 43 |-159.45| -68.6974008 35 |-156.70| -67.5114008 59 |-156.67| -67.6054008 19 |-153.07| -66.432

4008 39 |-152.13| -66.2184008 55 |-150.53| -66.1944008 21 |-149.58| -63.741

Oznaka LC Mx [kNm/m] My [kNm/m]1904 47 23.680 |109.58|1904 51 23.750 |109.55|1904 19 23.560 |108.60|1904 39 23.191 |108.30|1904 55 23.335 |107.98|1904 35 22.839 |106.05|1904 31 24.289 |105.59|

1904 43 23.100 |105.49|1904 59 21.963 |104.14|1904 23 21.598 |100.98|

Deformacija ploa L.K.S. - Ekstremnevrednosti - Optereenje: 1-59

Oznaka LC u3 [mm]3745 35 |-17.432|3671 35 |-17.424|3672 35 |-17.415|3820 35 |-17.408|

Oznaka LC u3 [mm]3603 35 |-17.404|3743 35 |-17.403|3604 35 |-17.362|3537 35 |-17.347|

Oznaka LC u3 [mm]3893 35 |-17.344|3672 31 |-17.342|

Deformacija ploa GLO - Ekstremnevrednosti - Optereenje: 1-59

Oznaka LC Zp [mm]3745 35 |-17.432|3671 35 |-17.424|3672 35 |-17.415|3820 35 |-17.408|

Oznaka LC Zp [mm]3603 35 |-17.404|3743 35 |-17.403|3604 35 |-17.362|3537 35 |-17.347|

Oznaka LC Zp [mm]3893 35 |-17.344|3672 31 |-17.342|

Presene sile u gredama - Ekstremne vrednosti - Optereenje: 1-59Oznaka LC x [m] N1 [kN] T2 [kN] M2 [kNm] M3 [kNm]

(4008 - 2269) 51 6.200 |-309.94| -10.879 2.097 19.979(4008 - 2269) 49 6.200 |-290.55| -10.588 2.181 19.219(2866 - 1279) 47 6.200 |-269.84| -22.474 0.325 42.341(5299 - 3434) 55 6.200 |-267.46| -5.270 0.432 9.040(3570 - 1930) 35 6.200 |-261.04| 14.019 7.182 -19.643(2866 - 1279) 45 6.200 |-255.48| -21.556 0.723 40.468(5299 - 3434) 53 6.200 |-252.17| -5.244 0.384 8.800(4008 - 2269) 50 6.200 |-252.06| -7.150 2.180 12.978(3570 - 1930) 33 6.200 |-249.35| 13.132 7.178 -18.148(4008 - 2269) 48 6.200 |-232.67| -6.859 2.264 12.218(5896 - 5806) 57 0.000 -20.000 |-101.25| -10.000 -50.313(4549 - 4401) 36 0.500 20.000 |101.25| -10.000 -50.313(5896 - 5806) 59 0.000 -20.000 |-101.25| -10.000 -50.313(5896 - 5806) 58 0.000 -20.000 |-101.25| -10.000 -50.313(513 - 451) 23 0.500 20.000 |101.25| -10.000 -50.313(513 - 451) 22 0.500 20.000 |101.25| -10.000 -50.313

(513 - 451) 21 0.500 20.000 |101.25| -10.000 -50.313(513 - 451) 20 0.500 20.000 |101.25| -10.000 -50.313(1478 - 1356) 43 0.000 -20.000 |-101.25| -10.000 -50.313(1478 - 1356) 42 0.000 -20.000 |-101.25| -10.000 -50.313(652 - 57) 23 0.000 -68.135 19.697 |19.634| -8.322(652 - 57) 21 0.000 -63.171 19.634 |18.894| -8.877(2430 - 956) 31 0.000 -109.97 33.928 |18.169| 48.351(2430 - 956) 29 0.000 -100.55 32.994 |17.747| 44.088(2430 - 956) 30 0.000 -62.771 29.227 |16.113| 27.006(652 - 57) 22 0.000 -42.801 18.949 |16.043| -12.530(2430 - 956) 28 0.000 -53.347 28.293 |15.691| 22.744(652 - 57) 20 0.000 -37.837 18.887 |15.303| -13.085(4854 - 3046) 39 1.500 -12.406 24.063 |-14.570| -34.713(1844 - 566) 43 0.000 -69.153 4.607 |14.412| 7.998(652 - 1844) 43 2.825 2.078 0.121 0.000 |106.18|(652 - 1844) 41 2.908 2.149 0.067 0.012 |99.178|(652 - 1844) 27 2.575 -0.618 0.969 0.023 |95.318|(652 - 1844) 47 2.825 -1.133 -1.337 0.000 |95.260|(652 - 1844) 51 2.825 -1.284 -1.103 0.000 |95.047|

(652 - 1844) 55 2.825 -1.338 -1.130 0.000|94.827|

(652 - 1844) 31 2.825 -1.341 -0.386 0.000 |94.812|(652 - 1844) 19 2.825 -1.268 -1.482 0.000 |94.684|(652 - 1844) 35 2.825 -1.377 -1.411 0.000 |94.655|(652 - 1844) 59 2.825 -1.549 -0.605 0.000 |94.541|

Deformacija greda L.K.S. - Ekstremne vrednosti - Optereenje:1-59

Oznaka LC x [m] u2 [mm](3570 - 4854) 39 2.867 |-10.661|(3570 - 4854) 37 2.950 |-10.394|(4549 - 4401) 39 0.000 |-10.231|(4549 - 4401) 37 0.000 |-10.035|(4854 - 5383) 39 0.000 |-9.977|

Oznaka LC x [m] u2 [mm](4854 - 5383) 37 0.000 |-9.784|(3570 - 4854) 35 2.533 |-9.566|(3570 - 4854) 59 2.700 |-9.510|(2430 - 3570) 35 2.306 |-9.395|(3570 - 4854) 33 2.533 |-9.289|

Deformacija greda GLO - Ekstremne vrednosti - Optereenje: 1-59Oznaka LC x [m] Zp [mm]

(3570 - 4854) 39 2.867 |-10.661|(3570 - 4854) 37 2.950 |-10.394|(4549 - 4401) 39 0.000 |-10.231|(4549 - 4401) 37 0.000 |-10.035|(4854 - 5383) 39 0.000 |-9.977|

Oznaka LC x [m] Zp [mm](4854 - 5383) 37 0.000 |-9.784|(3570 - 4854) 35 2.533 |-9.566|(3570 - 4854) 59 2.700 |-9.510|(2430 - 3570) 35 2.306 |-9.395|(3570 - 4854) 33 2.533 |-9.289|

Uticaji u povrinskim osloncima - Ekstremne vrednosti - Optereenje: 1-59Oznaka LC ,tla [kN/m2] s,tla [mm]

4307 15 |352.19| 0.0004228 15 |296.68| 0.0004387 15 |294.55| 0.0003700 14 |290.66| 0.000

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ANEKS 12/21


44.84

44.74

41.61

72.85

,t

la

[kN

/m

2]

41.

61

46.

07

50.

54

55.

00

59.

47

63.

93

68.

40

72.

86

Opt. 1: g (g)

Uticaji u pov. osloncu: max ,tla= 72.85 / min ,tla= 41.61 kN/m2Nivo: [0.00 m]

Uticaji u povrinskim osloncima - Ekstremne vrednosti - Optereenje: 1-59Oznaka LC ,tla [kN/m2] s,tla [mm]

3772 14 |290.52| 0.0003242 14 |-281.13| 0.0004307 14 |279.45| 0.0003177 14 |-276.56| 0.0003696 15 |-268.21| 0.0003765 15 |-265.69| 0.0002635 39 100.06 |-10.006|2705 39 99.460 |-9.946|2777 39 98.850 |-9.885|2548 39 98.621 |-9.862|2849 39 98.220 |-9.822|2635 37 98.204 |-9.820|2621 39 98.025 |-9.803|2705 37 97.583 |-9.758|2920 39 97.568 |-9.757|2695 39 97.417 |-9.742|

Deformacija vorova: max. |Yp|vor LC Xp [mm] Yp [mm] Zp [mm]3312 32 -1.297 36.244 -7.6383312 34 -1.393 36.220 -7.8853312 33 -2.467 36.115 -8.8751356 40 3.335 36.108 -6.6023312 35 -2.563 36.091 -9.121

vor LC Xp [mm] Yp [mm] Zp [mm]1356 42 3.453 36.026 -6.8052178 28 -0.889 35.875 -7.1842178 30 -0.992 35.812 -7.4401356 41 3.259 35.727 -7.3911356 43 3.376 35.645 -7.594

Deformacija vorova: max. |Zp|vor LC Xp [mm] Yp [mm] Zp [mm]3745 35 -0.754 1.453 -17.432

3671 35 -0.754 1.434 -17.4243672 35 -0.736 1.453 -17.4153820 35 -0.772 1.453 -17.4083603 35 -0.735 1.434 -17.404

vor LC Xp [mm] Yp [mm] Zp [mm]3743 35 -0.772 1.434 -17.403

3604 35 -0.717 1.453 -17.3623537 35 -0.717 1.435 -17.3473893 35 -0.790 1.453 -17.3443672 31 -0.360 1.367 -17.342

Deformacija vorova: max. |Xp|vor LC Xp [mm] Yp [mm] Zp [mm]1221 14 6.657 0.029 -0.0021165 14 6.657 -0.049 -0.0241278 14 6.657 0.107 0.0191112 14 6.657 -0.127 -0.0461336 14 6.657 0.185 0.038

vor LC Xp [mm] Yp [mm] Zp [mm]1060 14 6.657 -0.205 -0.0651398 14 6.657 0.262 0.0531010 14 6.657 -0.283 -0.0821459 14 6.657 0.343 0.065961 14 6.657 -0.360 -0.095

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-4.4

8

-4.47

-4.16

-7.29

s,t

la

[m

]/1000

-7.

29

-6.

84

-6.

40

-5.

95

-5.

50

-5.

05

-4.

61

-4.

16

Opt. 1: g (g)

Uticaji u pov. osloncu: max s,tla= -4.16 / min s,tla= -7.29 m / 1000Nivo: [0.00 m]

{3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

-3.31

-9.98

5.18

-2.11

5.02

-5.64

1.02

-9.64

7.13

-8.47

-9.24

5.27

-9.60

-2.71

7.88

-9.36

-12.45

7.00

-1.38

-6.73

7.33

-1

1.72

1.02

-6.48

-3.94

8.09

-8.87

Opt. 1: g (g)

Uticaji u gredi: max M3= 52.63 / min M3= -12.45 kNmNivo: [7.45 m]

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14.55

-66.50

-76.15

{3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Mx

[kNm

/m

]

-76.

16

-63.

47

-50.

77

-38.

08

-25.

39

-12.

69

0.

00

14.

56

Opt. 1: g (g)

Uticaji u ploi: max Mx= 14.55 / min Mx= -76.15 kNm/mNivo: [7.45 m]

5

.43

0.17

-30.72

0.87

0.57

-28.13

0.44

4.32

2.07

0.92

3.14

3.74

-28.76

1.42

1.20

-33.63

6.56

3.82 {3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

My

[kNm

/m

]

-33.

64

-28.

03

-22.

43

-16.

82

-11.

21

-5.

61

0.

00

6.

57

Opt. 1: g (g)

Uticaji u ploi: max My= 6.56 / min My= -33.63 kNm/mNivo: [7.45 m]

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Dimenzionisanje (beton)


4.96

4.96

5.58

5.58

4.96

4.96

5.58

5.58

4.96

4.96

5.58

5.58

4.96

4.96

5.58

5.58

4.96

4.96

5.58

5.

58

0.63

0.56

0.64

0.57

0.55

0.71

0.56

0.72

0.42

0.43

0.42

0.44

0.52

0.52

0.53

0.53

0.78

1.12

0.79

1.13

0.95

0.86

0.96

0.87

4.51

4.514.74

75

5.08

5.09

2.65

2.66

3.06

3.06

4.15

4.15

1.21

1.22

4.61

4.61

0.76

0.76

3.90

3.90

3.73

3.73

3.01

3.01

4.45

4.46

Armatura u gredama: Aa2/Aa1Grupa: stubovi

1.65

1.65

1.86

1.86

1.65

1.65

1.86

1.86

1.65

1.65

1.86

1.86

1.65

1.65

1.86

1.86

1.65

1.65

1.86

0.63

0.56

0.63

0.56

0.56

0.72

0.55

0.71

0.42

0.44

0.42

0.43

0.53

0.53

0.52

0.52

0.79

1.12

0.78

1.12

0.96

0.87

0.95

0.86

2.33

2.33

2.41

2.51

2.51

0.88

0.88

1.02

1.02

2.03

2.03

0.40

0.40

2.36

2.36

1.98

1.98

1.99

1.99

1.00

1.00

2.30

2.30

Armatura u gredama: Aa3/Aa4Grupa: stubovi

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8.96

8.96

8.96

8.96

8.96

8.96

8.96

8.96

8.96

8.96

2.88

1.72

2.78

4.76

2.58

5.24

2.68

2.04

Armatura u gredama: Aa,uzGrupa: stubovi

Greda 1844-566

PBAB 87MB 30Poduna armatura RA 400/500Poprena armatura GA 240/360Kompletna ema optereenja

32

4

4

4

4

25

40

[cm]

li,2 = 6.20 m (2 = 85.91)li,3 = 6.20 m (3 = 53.69)Nepomerljiva konstrukcija

x = 0.00mMerodavna kombinacija za savijanje:1.30xI+0.65xII+1.30xIII+1.30xIV+1.30xXIVN1u = -100.70 kNM2u = 3.79 kNmM3u = -86.91 kNm

Merodavna kombinacija za torziju:1.60xI+1.80xII+1.80xIII+1.80xIXM1u = 13.65 kNm

Merodavna kombinacija za smicanje:1.60xI+1.80xII+1.80xIII+1.80xIXT2u = 8.80 kNT3u = -28.15 kNM1u = 13.65 kNm

b/a = -2.847/10.000

Aa1 = 3.98 + 0.53` = 4.51 cm2Aa2 = 3.97 + 0.53` = 4.51 cm2Aa3 = 1.32 + 1.00` = 2.33 cm2Aa4 = 1.32 + 1.00` = 2.33 cm2y = 6.01MPa > 5r , r = 1.10MPaz = 6.28MPa > 5r , r = 1.10MPaPresek ne zadovoljava. ( > 5r)`) - dodatna poduna armatura za prijem torzije.

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12.02

11.94

14.88

{3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Aa

-

d.zona

-

Pravac

1

[cm

2/m

]

0.

00

2.

98

5.

96

8.

93

11.

91

14.

89

Merodavno optereenje: Kompletna emaPBAB 87, MB 30, MA 500/560, a=2.00 cm

Aa - d.zona - Pravac 1 - max Aa1,d= 14.88 cm2/mNivo: [7.45 m]

3.15

3.70

{3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Aa

-

d.zona

-

Pravac

2

[cm

2/m

]

0.

00

0.

74

1.

48

2.

22

2.

96

3.

70



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-31.69

-31.49

-39.23

-31.48 {3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Aa

-

g.zona

-

Pravac

1

[cm

2/m

]

-39.

24

-31.

39

-23.

54

-15.

70

-7.

85

0.

00


Aa - g.zona - Pravac 1 - max Aa1,g= -39.23 cm2/mNivo: [7.45 m]

-31.69

-31.49

-39.23

-31.48 {3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Aa

-

g.zona

-

Pravac

1

[cm

2/m

]

-39.

24

-31.

39

-23.

54

-15.

70

-7.

85

0.

00



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-19.21

-23.16

{3}

{3} {3} {3} {3}

{3} {3} {3}

{4}

{4}

{4}

Aa

-

g.zona

-

Pravac

2

[cm

2/m

]

-23.

16

-18.

53

-13.

90

-9.

26

-4.

63

0.

00



4.11{3}

{3}

{3}{3}{3}

{3} {3}

Aa

-

d.zona

-

Pravac

1

[cm

2/m

]

0.

00

0.

82

1.

65

2.

47

3.

30

4.

12



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ANEKS 20/21


1.52

1.53

{3}

{3}

{3}{3}{3}

{3} {3}

Aa

-

d.zona

-

Pravac

2

[cm

2/m

]

0.

00

0.

31

0.

62

0.

92

1.

23

1.

54



-10.84

-10.62

-12.81

{3}

{3}

{3}{3}{3}

{3} {3}

Aa

-

g.zona

-

Pravac

1

[cm

2/m

]

-12.

81

-10.

25

-7.

69

-5.

12

-2.

56

0.

00



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-6.29

-6.41

{3}

{3}

{3}{3}{3}

{3} {3}

Aa

-

g.zona

-

Pravac

2

[cm

2/m

]

-6.

42

-5.

14

-3.

85

-2.

57

-1.

28

0.

00



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Aneks 23092012.pdf