tower - 3d model builder 6.0 - d__radimpex projekti_boki france_st ec

Osnovni podaci o modelu

Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rsRegistered to inge

Datoteka: ST ec.twpDatum proracuna: 18.2.2015

Nacin proracuna: 3D model

X Teorija I-og reda Modalna analiza Stabilnost

Teorija II-og reda Seizmicki proracun Faze gradjenja

Nelinearan proracun

Velicina modelaBroj cvorova: 711Broj plocastih elemenata: 360Broj grednih elemenata: 345Broj granicnih elemenata: 4320Broj osnovnih slucajeva opterecenja: 6Broj kombinacija opterecenja: 128

Jedinice meraDuzina: m [cm,mm]Sila: kNTemperatura: Celsius

Ulazni podaci - Konstrukcija


Sema nivoaName z [m] h [m]

3.95 2.751.20 1.20

Name z [m] h [m]0.00

Tabela materijalaNo Naziv materijala E[kN/m2] m g[kN/m3] at[1/C] Em[kN/m2] mm1 Beton MB 20 2.850e+7 0.20 25.00 1.000e-5 2.850e+7 0.202 Celik 2.100e+8 0.30 78.50 1.000e-5 2.100e+8 0.30

Setovi plocaNo d[m] e[m] Materijal Tip proracuna Ortotropija E2[kN/m2] G[kN/m2] a 0.500 0.250 1 Tanka ploca Izotropna

Setovi greda

@1@Set: 1 Presek: IPBl 140, Fiktivna ekscentricnost

3

2

14

13.3

0.55

0.85

[cm]

=90T

Mat. A1 A2 A3 I1 I2 I32 - Celik 3.140e-3 2.129e-3 6.189e-20 8.160e-8 1.030e-5 3.890e-6

@1@Set: 2 Presek: IPE 200, Fiktivna ekscentricnost

3

2

10

20

0.56

0.85

[cm]

T


@1@Set: 3 Presek: IPE 160, Fiktivna ekscentricnost

3

2

8.2

16

0.5

0.74

[cm]

T


@1@Set: 4 Presek: HOP [] 200x80x4, Fiktivna ekscentricnost

3

2

8

20

0.4

[cm]

T



3

2

8

16

0.3

[cm]

T




3

2

6

60.3

[cm]

T



3

2

6

8

0.3

[cm]

=90T



3

2

8

14

0.3

[cm]

T



3

2

8

10

0.4

[cm]

T


@1@Set: 10 Presek: b/d=45/45, Fiktivna ekscentricnost

3

2

45

45

[cm]

T

Mat. A1 A2 A3 I1 I2 I31 - Beton MB 20 2.025e-1 1.688e-1 1.688e-1 5.775e-3 3.417e-3 3.417e-3

Setovi povrsinskih oslonaca@1@Set K,R1 K,R2 K,R3

1 2.000e+4 2.000e+4 2.000e+4


Izometrija


V_1

V_2

V_3

V_4

V_5

V_6

H_1

H_2

H_3

H_4

Dispozicija ramova

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

{3}{3}{3}{3}{3}{7} {7} {7} {7} {7}{7

}

{7}

{7}

{6}

{6}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

{7}

Ram: H_1


{3} {2} {2} {2} {3}

{3} {4} {4} {4} {3}{5} {5} {5} {5} {5}

{1}

{1}

{1}

{1}

{5}

{5}

{1}

{1}

{1}

{1}

{10}

{10}

{10}

{10}

Ram: H_2

{1}

{1}

{1}

{1}

{3} {2} {2} {2} {3}

{3} {4} {4} {4} {3}

{1}

{1}

{1}

{1}

{10}

{10}

{10}

{10}

Ram: H_3


{7}

{7}

{7}

{7}

{7}

{3}

{3}

{7}

{9}

{9}

Ram: H_4

{3}{3}

{3}{3}

{8}

{8}

{8}

{8}{5}

Ram: V_1


{1}

{3} {2}

{4}{3}

{8}

{8}

{8}

{8}

{1}

{1}

{10}

{1}

{10}

Ram: V_2

{1}

{3} {2}

{3} {4}

{1}

{8}

{8}

{8}

{8}

{8}

{9}

{2} {2}

{4} {4}

{1}

{1}

{10}

{1}

{10}

{1}

{10}

Ram: V_3


{1}

{3} {2}

{3} {4}

{1}

{8}

{8}

{8}

{8}

{8}

{9}

{2} {2}

{4} {4}

{1}

{1}

{10}

{1}

{10}

{1}

{10}

Ram: V_4

{1}

{2}{3}

{4}{3}

{8}

{8}

{8}

{8}

{1}

{1}

{10}

{1}

{10}

Ram: V_5


{3} {3}

{3} {3}

{8}

{8}

{8}

{8}{5}

Ram: V_6

{7}

{8}

{7}

{5}

{8}

{8}

{8}

{8}

{7} {7} {7} {7}

{5} {5} {5} {5}

{8} {8} {8} {8}

{8} {8} {8} {8}

{8} {8} {8} {8}

{8} {8} {8} {8}

Pogled: K


Ploce - predmer@1@Set d [m]/Materijal g [kN/m3] P [m2] V [m3] m [T]

1 d=0.500 25.000 10.000 5.000 12.746 Beton MB 20

Grede - predmer po setovima@1@Set Presek/Materijal g [kN/m3] L [m] V [m3] m [T]

1 IPBl 140 78.500 30.507 0.096 0.767 Celik

2 IPE 200 78.500 54.360 0.155 1.240 Celik

3 IPE 160 78.500 94.500 0.190 1.520 Celik

4 HOP [] 200x80x4 78.500 54.360 0.116 0.929 Celik

5 HOP [] 160x80x3 78.500 92.653 0.128 1.024 Celik

6 HOP [] 60x60x3 78.500 22.642 0.015 0.120 Celik

7 HOP [] 80x60x3 78.500 28.999 0.023 0.181 Celik

8 HOP [] 140x80x3 78.500 83.767 0.106 0.846 Celik

9 HOP [] 100x80x4 78.500 5.500 0.007 0.059 Celik

10 b/d=45/45 25.000 10.000 2.025 5.162 Beton MB 20

Ukupno: 477.29 2.860 11.848

Rekapitulacija kolicina materijalaMaterijal g [kN/m3] V [m3] m [T]

Celik 78.500 0.835 6.686 Beton MB 20 25.000 7.025 17.909 Ukupno: 7.860 24.595

Ulazni podaci - Opterecenje


Lista slucajeva opterecenjaNo Name1 g (g)2 z3 p4 s5 w6 wb7 Komb.: 1.35xI+1.35xII+1.0

5xIII+1.5xIV+0.9xVI8 Komb.: 1.35xI+1.35xII+1.0

5xIII+1.5xIV+0.9xV9 Komb.: 1.35xI+1.35xII+1.0


5xIII+0.75xIV+1.5xVI11 Komb.: 1.35xI+1.35xII+1.5

xIII+0.75xIV+0.9xVI12 Komb.: 1.35xI+1.35xII+1.5

xIII+0.75xIV+0.9xV13 Komb.: I+1.35xII+

+1.05xIII+1.5xIV+0.9xV14 Komb.: 1.35xI+II+


+1.05xIII+1.5xIV+0.9xVI16 Komb.: I+1.35xII+



+1.05xIII+0.75xIV+1.5xV19 Komb.: I+1.35xII+

+1.05xIII+0.75xIV+1.5xVI20 Komb.: 1.35xI+II+

+1.05xIII+0.75xIV+1.5xVI21 Komb.: 1.35xI+II+1.5xIII+

+0.75xIV+0.9xV22 Komb.: I+1.35xII+1.5xIII+

+0.75xIV+0.9xV23 Komb.: I+1.35xII+1.5xIII+

+0.75xIV+0.9xVI24 Komb.: 1.35xI+II+1.5xIII+

+0.75xIV+0.9xVI25 Komb.: I+II+1.05xIII+

+1.5xIV+0.9xVI26 Komb.: I+II+1.05xIII+

+1.5xIV+0.9xV27 Komb.: 1.35xI+1.35xII+1.0


5xIII+0.75xIV+0.9xVI29 Komb.: I+II+1.05xIII+0.75xIV+

+1.5xVI30 Komb.: I+II+1.05xIII+0.75xIV+

+1.5xV31 Komb.: 1.35xI+1.35xII+

+1.05xIII+1.5xV32 Komb.: 1.35xI+1.35xII+1.0

5xIII+1.5xVI33 Komb.: 1.35xI+1.35xII+1.0

5xIII+1.5xIV34 Komb.: I+II+1.5xIII+0.75x

IV+0.9xV35 Komb.: I+II+1.5xIII+0.75x

IV+0.9xVI36 Komb.: 1.35xI+1.35xII+1.5

xIII+0.9xVI37 Komb.: 1.35xI+1.35xII+

+1.5xIV+0.9xVI38 Komb.: 1.35xI+1.35xII+


xIV+0.9xV40 Komb.: I+1.35xII+



+1.05xIII+0.75xIV+0.9xVI43 Komb.: 1.35xI+II+

+1.05xIII+0.75xIV+0.9xV44 Komb.: 1.35xI+1.35xII+1.5

xIII+0.75xIV45 Komb.: 1.35xI+1.35xII+0.7

5xIV+1.5xV46 Komb.: 1.35xI+1.35xII+

+0.75xIV+1.5xVI47 Komb.: 1.35xI+II+1.05xIII+

+1.5xV48 Komb.: I+1.35xII+1.05xIII+

+1.5xV49 Komb.: 1.35xI+II+

+1.05xIII+1.5xIV50 Komb.: I+1.35xII+

+1.05xIII+1.5xIV51 Komb.: I+1.35xII+

+1.05xIII+1.5xVI52 Komb.: 1.35xI+II+

+1.05xIII+1.5xVI53 Komb.: I+1.35xII+1.5xIV+

+0.9xVI

No Name54 Komb.: I+1.35xII+1.5xIII+

0.9xV55 Komb.: 1.35xI+II+1.5xIII+

+0.9xVI56 Komb.: 1.35xI+

+II+1.5xIII+0.9xV57 Komb.: 1.35xI+II+1.5xIV+

+0.9xVI58 Komb.: I+1.35xII+1.5xIII+

+0.9xVI59 Komb.: I+1.35xII+

+1.5xIV+0.9xV60 Komb.: 1.35xI+II+

+1.5xIV+0.9xV61 Komb.: I+II+1.05xIII+0.75xIV+

+0.9xVI62 Komb.: I+II+1.05xIII+0.75xIV+

+0.9xV63 Komb.: 1.35xI+1.35xII+


5xIII+0.9xVI65 Komb.: 1.35xI+II+1.5xIII+

+0.75xIV66 Komb.: 1.35xI+II+0.75xIV+

+1.5xV67 Komb.: I+1.35xII+0.75xIV+

+1.5xV68 Komb.: 1.35xI+

+II+0.75xIV+1.5xVI69 Komb.: I+1.35xII+0.75xIV+

1.5xVI70 Komb.: I+1.35xII+1.5xIII+

+0.75xIV71 Komb.: I+II+1.05xIII+1.5xVI72 Komb.: I+II+1.05xIII+1.5xIV73 Komb.: I+II+1.05xIII+1.5xV74 Komb.: 1.35xI+1.35xII+1.0

5xIII+0.75xIV75 Komb.: I+II+1.5xIV+0.9xV76 Komb.: I+II+1.5xIV+0.9xVI77 Komb.: I+II+1.5xIII+0.9xV78 Komb.: I+II+1.5xIII+0.9xVI79 Komb.: 1.35xI+1.35xII+

+0.75xIV+0.9xVI80 Komb.: 1.35xI+1.35xII+0.7

5xIV+0.9xV81 Komb.: 1.35xI+II+1.05xIII+

+0.9xV82 Komb.: 1.35xI+II+

+1.05xIII+0.9xVI83 Komb.: I+1.35xII+1.05xIII+

+0.9xV84 Komb.: I+1.35xII+

+1.05xIII+0.9xVI85 Komb.: I+II+0.75xIV+1.5xV86 Komb.: I+II+1.5xIII+0.75xIV87 Komb.: I+II+0.75xIV+1.5xVI88 Komb.: 1.35xI+1.35xII+1.5

xIV89 Komb.: 1.35xI+1.35xII+

+1.5xIII90 Komb.: 1.35xI+1.35xII+1.5xV91 Komb.: 1.35xI+1.35xII+1.5

xVI92 Komb.: I+1.35xII+

+1.05xIII+0.75xIV93 Komb.: 1.35xI+II+

+1.05xIII+0.75xIV94 Komb.: 1.35xI+

+II+0.75xIV+0.9xVI95 Komb.: I+1.35xII+0.75xIV+

+0.9xV96 Komb.: 1.35xI+II+0.75xIV+

+0.9xV97 Komb.: I+1.35xII+0.75xIV+

0.9xVI98 Komb.: I+II+1.05xIII+0.9xVI99 Komb.: I+II+1.05xIII+0.9xV

100 Komb.: 1.35xI+II+1.5xV101 Komb.: I+1.35xII+1.5xIV102 Komb.: 1.35xI+II+1.5xIV103 Komb.: I+1.35xII+1.5xIII104 Komb.: 1.35xI+II+1.5xVI105 Komb.: I+1.35xII+1.5xVI106 Komb.: I+1.35xII+1.5xV107 Komb.: 1.35xI+II+1.5xIII108 Komb.: I+II+1.05xIII+0.75xIV109 Komb.: 1.35xI+1.35xII+

+1.05xIII110 Komb.: I+II+0.75xIV+0.9xVI111 Komb.: I+II+0.75xIV+0.9xV112 Komb.: 1.35xI+1.35xII+0.9xV113 Komb.: 1.35xI+1.35xII+0.9

xVI114 Komb.: I+II+1.5xVI115 Komb.: I+II+1.5xV116 Komb.: I+II+1.5xIV117 Komb.: I+II+1.5xIII118 Komb.: 1.35xI+1.35xII+0.7


Lista slucajeva opterecenjaNo Name

5xIV119 Komb.: I+1.35xII+1.05xIII120 Komb.: 1.35xI+II+1.05xIII121 Komb.: 1.35xI+II+0.9xV122 Komb.: I+1.35xII+0.9xV123 Komb.: I+1.35xII+0.9xVI124 Komb.: 1.35xI+II+0.9xVI125 Komb.: I+1.35xII+0.75xIV126 Komb.: 1.35xI+II+0.75xIV

No Name127 Komb.: I+II+1.05xIII128 Komb.: I+II+0.9xVI129 Komb.: I+II+0.9xV130 Komb.: I+II+0.75xIV131 Komb.: 1.35xI+1.35xII132 Komb.: I+1.35xII133 Komb.: 1.35xI+II134 Komb.: I+II


p=-0

.18

p=-0

.18

p=-0

.18

p=-0

.18

p=-0

.15

p=-0

.18

p=-0

.18

p=-0

.15

p=-0

.18

p=-0

.18

p=-0

.18

p=-0

.18

p=-0.17

p=-0

.17

p=-0

.17

p=-0.17

p=-0

.17

p=-0

.17

p=-0

.17

p=-0

.17

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.19

p=-0

.06

p=-0

.06

p=-0

.12

p=-0

.12

p=-0

.12

p=-0

.12

p=-0.17 p=-0

.09

p=-0

.09

p=-0

.06

p=-0

.06

p=-0

.15

p=-0

.15

p=-0

.18

p=-0

.18

p=-0

.18

p=-0

.18

Opt. 1: g (g)

Nivo: [1.20 m]

p=0.42

Opt. 1: g (g)

Ram: H_1


p=0.79

Opt. 1: g (g)

Ram: H_2

p=0.22

Opt. 1: g (g)

Ram: H_4


p=0.06p=0.06

Opt. 1: g (g)

Ram: V_1

p=0.15p=0.15

Opt. 1: g (g)

Ram: V_2


p=0.09p=0.18 p=0.18

Opt. 1: g (g)

Ram: V_3

p=0.09p=0.18 p=0.18

Opt. 1: g (g)

Ram: V_4


p=0.15 p=0.15

Opt. 1: g (g)

Ram: V_5

p=0.06 p=0.06

Opt. 1: g (g)

Ram: V_6


p=-0.42

p=-0.79

p=-0.74

p=-0.74

p=-0.75

p=-0.38

p=-0.22

p=-0.43

Opt. 1: g (g)

Pogled: K

p=1.00

Opt. 2: z

Ram: H_2


p=2.00p=2.00

Opt. 2: z

Ram: H_3

p=2.00

Opt. 2: z

Ram: H_4


p=1.00

Opt. 2: z

Ram: V_2

p=2.00

p=1.00

Opt. 2: z

Ram: V_3


p=2.00

p=1.00

Opt. 2: z

Ram: V_4

p=1.00

Opt. 2: z

Ram: V_5


p=-2

.07

p=-2

.07

p=-2

.12

p=-2

.12

p=-1

.80

p=-1

.80

p=-0

.70

p=-0

.70

p=-1

.02

p=-1

.02

p=-2

.07

p=-2

.12

p=-2.05

p=-1

.40

p=-1

.40

p=-1

.40

p=-1

.40

p=-0

.70

p=-0

.70

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.20

p=-2

.05

p=-2

.05

p=-2

.05

p=-2

.05

p=-2.05

p=-2

.05

p=-2

.05

p=-2.05

p=-2

.08

p=-2

.08

p=-2

.08

p=-2

.08

p=-1

.74

p=-2

.08

p=-2

.08

p=-1

.74

p=-2

.08

p=-2

.08

p=-2

.08

p=-2

.08

Opt. 3: p

Nivo: [1.20 m]

p=0.70 p=0.70

Opt. 3: p

Ram: V_1


p=1.74 p=1.74

Opt. 3: p

Ram: V_2

p=2.07p=2.07

p=1.02

p=2.07

Opt. 3: p

Ram: V_3


p=2.12p=2.12

p=1.02

p=2.12

Opt. 3: p

Ram: V_4

p=1.80p=1.80

Opt. 3: p

Ram: V_5


p=0.70p=0.70

Opt. 3: p

Ram: V_6

p=0.45

Opt. 4: s

Ram: H_1


p=0.84

Opt. 4: s

Ram: H_2

p=0.24

Opt. 4: s

Ram: H_4


p=-0.45

p=-0.84

p=-0.79

p=-0.79

p=-0.80

p=-0.41 p=-0.41p=-0.52

p=-0.24

p=-0.35

Opt. 4: s

Pogled: K

p=0.57p=0.51p=0.59

p=1.12p=1.02p=1.16

Opt. 5: w

Nivo: [3.95 m]


p=0.57p=0.51p=0.59

p=0.91p=0.81p=0.95

Opt. 5: w

Nivo: [1.20 m]

p=0.46

Opt. 5: w

Ram: H_1


p=-1

.18

p=-0

.22

p=-0

.59

p=-0

.11

p=-0

.60

p=-0

.11

p=-1

.20

p=-0

.22

p=-1.12p=-1.02p=-1.16

p=-0.91p=-0.81p=-0.95

p=0.87

p=2.

31

p=2.

31

Opt. 5: w

Ram: H_2

p=-0.57p=-0.51p=-0.59

p=-0.57p=-0.51p=-0.59

p=-0

.38

p=-0

.75

p=-0

.74

p=-0

.37

p=2.

31

p=2.

31

Opt. 5: w

Ram: H_3


p=0.24

Opt. 5: w

Ram: H_4

p=0.

37

p=0.

59p=

0.11

p=-2

.31

p=-2

.31

Opt. 5: w

Ram: V_2


p=0.

74

p=1.

18p=

0.22

Opt. 5: w

Ram: V_3

p=0.

75

p=1.

20p=

0.22

Opt. 5: w

Ram: V_4


p=0.

38

p=0.

60p=

0.11

p=2.

31

p=2.

31

Opt. 5: w

Ram: V_5

p=0.46

p=0.87

p=0.82

p=0.82

p=0.83

p=0.44

p=0.24

p=0.36

Opt. 5: w

Pogled: K


p=0.46 p=0.46p=0.46 p=0.46p=0.46

Opt. 6: wb

Ram: H_1

p=1.

44

p=2.

31

p=0.87p=0.87 p=0.87 p=0.87 p=0.87

Opt. 6: wb

Ram: H_2


p=1.

44

p=2.

31

Opt. 6: wb

Ram: H_3

p=0.24

Opt. 6: wb

Ram: H_4


p=0.46 p=0.46

p=0.82

p=0.87p=0.87 p=0.87

p=0.46

p=0.24

p=0.36

p=0.82

p=0.83

p=0.46

p=0.42

p=0.46

p=0.87 p=0.87

p=0.82 p=0.82 p=0.82 p=0.82

p=0.82 p=0.82 p=0.82 p=0.82

p=0.83 p=0.83 p=0.83 p=0.83

p=0.42 p=0.53 p=0.42 p=0.42

Opt. 6: wb

Pogled: K

Staticki proracun


Deformacija cvorova: max. |Xp|Cvor LC Xp [mm] Yp [mm] Zp [mm]72 10 7.954 -1.405 -5.90870 10 7.954 -1.531 -5.81368 10 7.953 -1.572 -5.73360 10 7.952 -2.021 -5.11061 10 7.952 -1.981 -5.178

Cvor LC Xp [mm] Yp [mm] Zp [mm]72 20 7.948 -1.479 -5.80370 20 7.947 -1.600 -5.70868 20 7.947 -1.640 -5.62760 20 7.946 -2.079 -4.99861 20 7.946 -2.040 -5.067

Deformacija cvorova: max. |Yp|Cvor LC Xp [mm] Yp [mm] Zp [mm]579 106 0.332 34.214 -5.928583 106 0.332 34.205 -5.925601 106 0.330 34.013 -5.905579 90 0.344 33.918 -6.410579 115 0.312 33.918 -5.541

Cvor LC Xp [mm] Yp [mm] Zp [mm]583 90 0.344 33.909 -6.413583 115 0.312 33.909 -5.539613 106 0.327 33.787 -5.852579 67 0.329 33.753 -5.969583 67 0.329 33.744 -5.973

Deformacija cvorova: max. |Zp|Cvor LC Xp [mm] Yp [mm] Zp [mm]71 44 0.142 -0.914 -40.83371 65 0.138 -0.966 -40.80671 89 0.148 -0.813 -40.21571 107 0.144 -0.865 -40.18871 11 1.220 -0.712 -39.974

Cvor LC Xp [mm] Yp [mm] Zp [mm]71 24 1.216 -0.764 -39.94671 36 1.226 -0.611 -39.35671 55 1.222 -0.663 -39.32871 70 0.141 -0.827 -38.52471 86 0.137 -0.879 -38.496

Presecne sile u plocama - Ekstremne vrednosti - Opterecenje: 7-134

Oznaka LC Mx [kNm/m] My [kNm/m]168 44 |25.853| 25.853168 65 |25.363| 25.36330 44 |24.922| 24.92230 65 |24.487| 24.487168 89 |23.859| 23.859168 33 |23.824| 23.824168 70 |23.633| 23.633293 44 |23.529| 23.529168 107 |23.369| 23.369168 49 |23.334| 23.334

Oznaka LC Mx [kNm/m] My [kNm/m]168 44 25.853 |25.853|168 65 25.363 |25.363|30 44 24.922 |24.922|30 65 24.487 |24.487|168 89 23.859 |23.859|168 33 23.824 |23.824|168 70 23.633 |23.633|293 44 23.529 |23.529|168 107 23.369 |23.369|168 49 23.334 |23.334|

Deformacija ploca L.K.S. - Ekstremne vrednosti - Opterecenje: 7-134

Oznaka LC u3 [mm]28 44 |-7.199|25 44 |-7.134|28 65 |-7.106|15 44 |-7.069|

Oznaka LC u3 [mm]25 65 |-7.044|36 44 |-7.014|9 44 |-7.003|15 65 |-6.981|

Oznaka LC u3 [mm]28 11 |-6.951|117 44 |-6.949|

Deformacija ploca GLO - Ekstremne vrednosti - Opterecenje: 7-134

Oznaka LC Zp [mm]28 44 |-7.199|25 44 |-7.134|28 65 |-7.106|15 44 |-7.069|

Oznaka LC Zp [mm]25 65 |-7.044|36 44 |-7.014|9 44 |-7.003|15 65 |-6.981|

Oznaka LC Zp [mm]28 11 |-6.951|117 44 |-6.949|

Presecne sile u gredama - Ekstremne vrednosti - Opterecenje: 7-134Oznaka LC x [m] N1 [kN] T2 [kN] M2 [kNm] M3 [kNm]

(202 - 168) 44 1.000 |-116.18| -9.583 -0.938 -0.113(202 - 168) 65 1.000 |-113.98| -9.286 -1.056 -0.111(56 - 30) 44 1.000 |-112.00| 11.660 -1.971 0.698(56 - 30) 65 1.000 |-110.04| 11.140 -2.018 0.668(204 - 202) 44 0.200 |-109.35| -9.583 -7.282 -9.696(202 - 168) 89 1.000 |-107.21| -9.616 -0.797 -0.107(204 - 202) 65 0.200 |-107.14| -9.286 -7.337 -9.397(202 - 168) 33 1.000 |-107.06| -7.306 -0.826 -0.098(202 - 168) 70 1.000 |-106.22| -9.325 -0.833 -0.107(358 - 293) 44 1.000 |-105.73| 5.646 -0.846 0.359(58 - 204) 36 6.250 -12.122 |35.573| -0.015 -40.408(58 - 204) 11 6.250 -11.846 |35.553| -0.039 -40.372(58 - 204) 89 6.250 -9.298 |34.825| -0.060 -38.450(58 - 204) 44 6.250 -9.023 |34.806| -0.085 -38.414(58 - 204) 38 6.250 -5.845 |34.743| 2.126 -38.310(58 - 204) 12 6.250 -5.569 |34.723| 2.101 -38.274(58 - 204) 58 6.250 -12.044 |34.540| 0.000 -39.291(58 - 204) 23 6.250 -11.769 |34.520| -0.026 -39.254(58 - 204) 55 6.250 -11.696 |34.429| -0.013 -39.269(58 - 204) 24 6.250 -11.420 |34.409| -0.038 -39.233(350 - 337) 67 0.000 0.844 0.244 |-13.152| 0.210(350 - 337) 45 0.000 -3.797 0.145 |-13.108| 0.292(350 - 337) 106 0.000 7.505 0.434 |-13.108| 0.051(350 - 337) 90 0.000 2.865 0.336 |-13.064| 0.132(350 - 337) 85 0.000 2.269 0.247 |-12.936| 0.211(350 - 337) 66 0.000 -2.371 0.148 |-12.892| 0.292(350 - 337) 115 0.000 8.931 0.437 |-12.892| 0.051(350 - 337) 100 0.000 4.290 0.339 |-12.848| 0.132(204 - 202) 18 0.000 -60.090 -6.918 |-12.528| -8.396(204 - 202) 9 0.000 -62.292 -7.214 |-12.486| -8.754(58 - 204) 36 6.250 -12.122 35.573 -0.015 |-40.408|(58 - 204) 11 6.250 -11.846 35.553 -0.039 |-40.372|(58 - 204) 58 6.250 -12.044 34.540 0.000 |-39.291|(58 - 204) 55 6.250 -11.696 34.429 -0.013 |-39.269|(58 - 204) 23 6.250 -11.769 34.520 -0.026 |-39.254|(58 - 204) 24 6.250 -11.420 34.409 -0.038 |-39.233|(58 - 204) 89 6.250 -9.298 34.825 -0.060 |-38.450|(58 - 204) 44 6.250 -9.023 34.806 -0.085 |-38.414|(58 - 204) 38 6.250 -5.845 34.743 2.126 |-38.310|(58 - 204) 12 6.250 -5.569 34.723 2.101 |-38.274|


Deformacija greda L.K.S. - Ekstremne vrednosti - Opterecenje: 7-134

Oznaka LC x [m] u2 [mm](240 - 82) 11 2.625 |-58.779|(240 - 82) 44 2.625 |-58.761|(240 - 82) 36 2.625 |-58.499|(240 - 82) 89 2.625 |-58.481|(240 - 82) 12 2.625 |-58.318|(240 - 82) 38 2.625 |-58.038|(240 - 82) 24 2.625 |-57.764|(240 - 82) 65 2.625 |-57.746|(240 - 82) 55 2.625 |-57.484|(240 - 82) 107 2.625 |-57.467|

Deformacija greda GLO - Ekstremne vrednosti - Opterecenje: 7-134Oznaka LC x [m] Zp [mm]

(240 - 82) 11 2.625 |-58.779|(240 - 82) 44 2.625 |-58.761|(240 - 82) 36 2.625 |-58.499|(240 - 82) 89 2.625 |-58.481|(240 - 82) 12 2.625 |-58.318|(240 - 82) 38 2.625 |-58.038|(240 - 82) 24 2.625 |-57.764|(240 - 82) 65 2.625 |-57.746|(240 - 82) 55 2.625 |-57.484|(240 - 82) 107 2.625 |-57.467|

Uticaji u povrsinskim osloncima - Ekstremne vrednosti - Opterecenje: 7-134Oznaka LC ,tla [kN/m2] s,tla [mm]

28 44 |143.99| -7.19925 44 |142.68| -7.13428 65 |142.12| -7.10615 44 |141.38| -7.06925 65 |140.88| -7.04436 44 |140.27| -7.0149 44 |140.06| -7.00315 65 |139.63| -6.98128 11 |139.02| -6.951117 44 |138.98| -6.94928 44 143.99 |-7.199|25 44 142.68 |-7.134|28 65 142.12 |-7.106|15 44 141.38 |-7.069|25 65 140.88 |-7.044|36 44 140.27 |-7.014|9 44 140.06 |-7.003|15 65 139.63 |-6.981|28 11 139.02 |-6.951|117 44 138.98 |-6.949|


4.1

1

1.4

7

8.8

8

0.2

0

7.16

0.39 1.02 2.51 1.37 1.24

2.38

2.47

7.91 2.32

0.2

0 1

3.04

7.2

7

1.69

-7.

02

-10

.92

-2.42

-0.57 -0.46 -1.33 -0.47 -0.39

-1.09

-1.79

-0.62

-2.56

-2.

93

-6.

78

-18

.68

-7.

35 -

17.0

7

-13

.19

-2.25

Opt. 135: [Anv] 7-134

Uticaji u gredi: max M3= 13.04 / min M3= -18.68 kNm Ram: V_4

0.5

3

0.1

1

5.24

0.01 0.03 0.02 0.10 0.15

0.87

4.95

9.94 6.53

10.77

0.8

7

0.0

8 0

.17

0.1

2

0.2

0

0.0

2

0.5

8

5.85

-0.

25

-0.

21

-1.

45

-11.21

-0.24 -0.14 -0.02

-12.28

-10.43

-3.76

-8.76

-0.

77

-0.

37

-0.

43

-1.

46

-0.

26

-0.40

-4.54

Opt. 135: [Anv] 7-134



3.5

2

1.4

4

13.10

0.02 0.10 0.14 0.14 0.15

14.33

7.41

7.38 9.57

3.1

1

0.2

7

0.1

5

1.7

5

0.3

0

0.4

6

5.32

-1.

31

-0.

82

-0.06 -0.06 -0.04 -0.04

-1.16

-0.19

-5.32

-0.23

-4.

25

-0.

06

-0.

11

-0.

24

-0.

01

-2.72

Opt. 135: [Anv] 7-134

Uticaji u gredi: max T3= 14.33 / min T3= -5.32 kN Ram: V_4

7.3

0

23.

27

5.66

3.60 3.65 0.63 0.30 0.87

0.55

1.06

6.28

4.21

0.2

6

15.

13

14.

73

1.20

-6.

77

-12

.69

-3.97

-2.46 -1.60 -0.45 -0.15 -1.72

-1.07 -2.44

-3.02

-5.

90

-7.

94

-9.

41

-10

.79

-14

.74

-11

.51

-1.42

Opt. 135: [Anv] 7-134



3.1

0

2.4

3

2.72 0.02 1.03 1.96 1.86 1.86

8.00 7.95

6.97 6.34

0.0

3

3.8

7

0.2

9

4.5

6

-5.

29

-98.90

-105.73

-0.02

-2.56 -6.45 -11.78 -11.48 -11.25

-45.69

-52.53

-30.92 -68.50

-34.18

-0.

06

-4.

17

-0.

08

-0.

02

-75.34

-13.32

Opt. 135: [Anv] 7-134

Uticaji u gredi: max N1= 8.00 / min N1= -105.73 kN Ram: V_4

2.36

0.62 0.49 0.35 0.52

1.70

5.37

11.

14

8.1

7

2.20

1.31

5.82 -10.00

-0.96 -1.11 -1.23 -1.33

-12.14

-1.99

-7.

92 -

16.2

1 -

12.2

5

-16

.74

-14

.21

-2.06

Opt. 135: [Anv] 7-134



2.28

5.27

0.74 0.62 0.15 0.15

0.60

8.14

0.6

5 2

.74

1.1

0

1.3

1

4.99

8.20 -4.62

-0.36 -0.09 -0.20 -0.68

-9.40

-7.62

-0.

03

-1.

71

-1.

24

-10.16

Opt. 135: [Anv] 7-134


7.64

0.27 0.15 0.05 0.04

11.23 6.56

0.0

2

0.7

9

0.8

0

6.65 -2.10

-0.08 -0.06 -0.18

-0.88

-4.54

-0.

47

-4.

09

-0.

78

-0.

49

-0.17

Opt. 135: [Anv] 7-134



0.80 0.21 0.13 2.89

4.48

17.

18

13.

44

4.09

-9.41

-3.67 -0.60 -0.22 -1.04

-11.08 -6.00

-5.

81

-16

.36

-10

.93

-13

.14

-6.37

Opt. 135: [Anv] 7-134


0.55 1.18 1.41 1.63

4.65

0.6

2

0.0

2

5.5

0

0.37

-97.27

-104.10

-5.44 -8.77 -8.54 -9.59

-62.48 -36.84

-0.

04

-4.

94

-0.

08

-3.

49

-69.31

-19.40

Opt. 135: [Anv] 7-134

Uticaji u gredi: max N1= 5.50 / min N1= -104.10 kN Ram: V_5


0.04 0.89

1.0

5

4.2

3

14.78

2.29

7.16

2.36

1.1

4

1.2

7

5.5

5 2.00

5.23 3.48

1.70

5.37 2.32

0.6

9

0.7

3

1.6

0

1.1

3

2.3

2

18.

62

5.4

6

26.

51

-0.57 -0.03

-5.

63

-0.02

-13.85 -2.42 -10.00

-6.

40

-6.

86

-3.99

-5.70

-1.99 -2.56

-0.

89

-1.

01

-2.

04

-2.

00

-1.

44

-1.

24

-15

.32

-28

.86

-29

.94

-23

.47

-21

.50

-35

.03

-40

.41

-15

.34

Opt. 135: [Anv] 7-134

Uticaji u gredi: max M3= 26.51 / min M3= -40.41 kNm Ram: H_2

0.02 0.03

0.1

3

0.0

7

2.31

5.97 5.63 5.24

2.28

5.27

0.1

0

0.1

3

0.1

3

0.0

6

11.57

9.35 8.14

10.77

0.5

9

4.1

9

3.8

4

2.6

7 5

.59

0.8

1

0.0

5

2.6

2

2.2

5

2.1

3

1.7

6

3.1

4

3.6

0

0.0

7

-0.02 -0.02

-0.

03

-5.97 -12.53 -11.21 -4.62

-0.

06

-0.

07

-0.

11

-9.52 -8.75 -7.62 -8.76

-0.

08

-2.

40

-0.

74

-3.

25

-0.

22

-1.

44

-0.

31

-1.

94

-0.

28

Opt. 135: [Anv] 7-134



0.09 0.08 0.

08

0.0

9

8.95 14.48 13.10 7.64

0.0

5

0.1

2

0.0

9

10.11 7.32 6.56 9.57

0.0

5

4.5

8

3.1

0

5.5

4

0.5

8

0.3

9

3.3

0

0.5

3

2.5

1

0.0

2

3.9

3

0.1

0

-0.09 -0.06

-0.

07

-0.

08

-1.88 -2.10

-0.

05

-0.

09

-0.

09

-0.33 -5.18 -4.54 -0.23

-0.

42

-4.

70

-3.

19

-5.

40

-0.

04

-0.

08

-3.

16

-0.

08

-2.

76

-4.

12

-0.

50

Opt. 135: [Anv] 7-134

Uticaji u gredi: max T3= 14.48 / min T3= -5.40 kN Ram: H_2

0.15 3.50 1.

06

7.0

0

11.73 5.66

4.6

8

7.0

4

7.7

0

5.55 8.68 4.48

4.21 0.6

0

1.1

0

1.3

1

1.0

5

0.9

9

29.

59

20.

53

35.

57

15.

28

-2.22 -0.14

-6.

39

-6.

67

-0.15 -12.61 -3.97 -9.41

-5.

51

-1.

22

-7.

84 -7.97

-6.24 -6.00

-3.02

-0.

78

-0.

88

-0.

45

-1.

80

-15

.27

-29

.30

-21

.50

-33

.66

Opt. 135: [Anv] 7-134



3.57 2.91

3.5

0

2.1

8

1.4

8

2.2

2

4.7

3

7.61 5.22 4.65 6.34

0.0

9

5.1

2

4.1

3

7.5

6

0.0

9

4.9

5

5.4

1

4.5

9

-0.68 -0.52

-0.

14

-3.

16

-105.16

-112.00

-109.35

-116.18

-98.90

-105.73

-97.27

-104.10

-1.

05

-0.

15

-6.

49

-38.45 -39.65 -36.84 -34.18

-3.

29

-2.

89

-1.

72

-9.

65

-1.

87

-6.

18

-2.

76

-12

.12

-0.

01

Opt. 135: [Anv] 7-134

Uticaji u gredi: max N1= 7.61 / min N1= -116.18 kN Ram: H_2

16.58 7.91

0.0

1

0.6

5

1.8

2

1.1

3

18.

08

4.1

3

25.

06

2.20

1.31

5.82 1.69

2.15

5.22

2.82

-14.10 -12.14 -0.62

-0.

91

-0.

73

-2.

02

-1.

81

-1.

35

-0.

62

-8.

96

-27

.12

-26

.17

-20

.62

-31

.07

-37

.85

-8.

96

-2.06

-2.25

-3.77

-6.15

Opt. 135: [Anv] 7-134



7.03 1.05 0.60 6.53

0.3

1

2.3

0

1.9

4

1.1

8

1.1

5

2.6

6

3.0

0

0.3

9

0.2

2

3.1

2

1.6

6

1.5

9

1.1

5

2.3

4

4.0

5

0.2

8

4.99

8.20 5.85 6.19

5.70

9.01 -4.23 -9.88 -9.40 -3.76

-0.

18

-1.

19

-0.

48

-1.

64

-0.

30

-0.

06

-1.

44

-0.

28

-0.

03

-1.

95

-0.

07

-10.16

-0.40

-4.54

-0.44

-4.91 -11.53

Opt. 135: [Anv] 7-134


8.09 12.14 11.23 7.38

0.1

3

2.3

0

1.5

7

2.8

7

0.2

8

0.0

8

2.4

1

1.5

8

4.2

1

0.5

0

6.65 5.32 5.56 7.35 -5.72 -1.29 -0.88 -5.32

-0.

22

-2.

44

-1.

57

-2.

75

-0.

21

-0.

39

-3.

49

-1.

91

-2.

93

-0.

10

-0.17 -2.72 -2.88 -0.36

Opt. 135: [Anv] 7-134



13.13 6.28

0.0

6

1.0

7

1.2

8

0.9

9

0.5

9

27.

86

16.

32

34.

01

9.6

1

4.09

1.20

6.97 -13.00 -11.08 -2.44

-0.

80

-0.

78

-0.

55

-0.

75

-0.

20

-9.

62

-28

.30

-17

.24

-31

.68

-6.37

-1.42 -3.27

-5.80

Opt. 135: [Anv] 7-134


7.0

5

8.0

6

8.8

9

3.7

6

6.7

0

3.2

7

0.37 0.41 1.16

-74.76 -67.51 -62.48 -68.50

-1.

03

-1.

32

-5.

07

-5.

83

-1.

12

-7.

67

-3.

57

-13

.43

-69.31

-19.40

-75.34

-13.32

-81.59

-13.64

-74.35

-20.76

Opt. 135: [Anv] 7-134

Uticaji u gredi: max N1= 8.89 / min N1= -81.59 kN Ram: H_3


0.2

0

1.9

2

0.8

8

2.5

4

0.0

6

0.0

1

4.2

0

0.3

4

1.5

2

5.3

3

0.2

4

4.5

2

5.6

8

0.4

0

4.1

0

1.0

7

5.2

7

1.0

5

4.2

3

0.2

3

0.3

7

0.3

1

0.4

7

0.0

9

0.2

2

0.0

2

0.2

1

0.0

2

0.3

4 0

.32

2.6

1

0.0

7

0.0

7

0.0

7

0.0

7

0.1

2

1.1

4

1.2

7

5.5

5

0.4

1

0.0

4

0.1

0

0.0

5

0.3

5

0.1

9 -

1.55

-3.

24

-2.

65

-4.

23

-1.

84

-6.

71

-5.

17

-8.

49

-1.

54

-6.

03

-5.

98

-7.

71

-2.

58

-5.

57

-5.

47

-7.

26

-5.

63

-0.

54

-0.

37

-0.

13

-0.

69

-1.

62

-0.

45

-0.

17

-0.

16

-0.

42

-2.

42

-2.

10

-0.

01 -

0.14

-0.

06

-0.

06

-0.

14

-0.

27

-6.

40

-6.

86

-3.

12

-0.

26

-0.

60

-0.

28

-0.

47

Opt. 135: [Anv] 7-134

Uticaji u gredi: max M3= 5.68 / min M3= -8.49 kNm Pogled: K

Dimenzionisanje (celik)


STAP 58-80CROSS-SECTION: IPBl 140 [S 235]EUROCODE 3 (EN 1993-1-1:2005)

CROSS-SECTION PROPERTIES

y

z

1 40

13

3

5 .5

8.5

[m m ]

T

Ax = 31.400 cm2 Ay = 21.293 cm2 Az = 10.107 cm2 Ix = 8.160 cm4 Iy = 1030.0 cm4 Iz = 389.00 cm4 Wy = 154.89 cm3 Wz = 55.571 cm3 Wy,pl = 173.32 cm3 Wz,pl = 83.300 cm3 gM0 = 1.100 gM1 = 1.100 gM2 = 1.250 Anet/A = 0.900

(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL COMPRESSION AND BENDING(load 33, at 25.2 cm from the start of the member)

The axial force design value NEd = -38.739 kNThe shear force design value(y-y) VEd,y = 2.349 kNThe shear force design value(z-z) VEd,z = 5.145 kNThe bending mom.design value(y-y) MEd,y = 9.352 kNmThe bending mom.design value(z-z) MEd,z = 2.654 kNmSystem length L = 300.16 cm

5.5 CLASSIFICATION OF CROSS-SECTIONSClass 1 cross-sections

6.2 RESISTANCE OF CROSS-SECTIONS6.2.4 CompressionThe design compression resistance Nc,Rd = 670.82 kNRequirement 6.9: NEd


STAP 227-76CROSS-SECTION: HOP [] 200x80x4 [S 235]EUROCODE 3 (EN 1993-1-1:2005)


y

z

8 0

20

0

4

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL COMPRESSION AND BENDING(load 33, at the beginning of the member)

The axial force design value NEd = -5.506 kNThe shear force design value(y-y) VEd,y = -1.094 kNThe shear force design value(z-z) VEd,z = -18.431 kNThe bending mom.design value(y-y) MEd,y = -18.222 kNmThe bending mom.design value(z-z) MEd,z = -0.633 kNmSystem length L = 525.00 cm




STAP 66-76CROSS-SECTION: IPE 160 [S 235]EUROCODE 3 (EN 1993-1-1:2005)


y

z

8 2

16

0

57

.4

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO BENDING(load 49, at the beginning of the member)

The shear force design value(y-y) VEd,y = 0.221 kNThe shear force design value(z-z) VEd,z = -6.378 kNThe bending mom.design value(y-y) MEd,y = -8.720 kNmThe bending mom.design value(z-z) MEd,z = 0.310 kNmSystem length L = 140.00 cm


6.2 RESISTANCE OF CROSS-SECTIONS6.2.5 Bending about the y-y axisPlastic section modulus Wy,pl = 125.43 cm3The design moment resistance Mc,Rd = 26.796 kNmRequirement 6.12: MEd,y




y

z

1 00

20

0

5 .68

.5

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL COMPRESSION AND BENDING(load 38, end of the member)

The axial force design value NEd = -5.845 kNThe shear force design value(y-y) VEd,y = 2.336 kNThe shear force design value(z-z) VEd,z = 34.743 kNThe bending mom.design value(y-y) MEd,y = -38.310 kNmThe bending mom.design value(z-z) MEd,z = -2.126 kNmSystem length L = 625.00 cm






y

z

8 0

20

0

4

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL TENSION AND BENDING(load 115, end of the member)

The axial force design value NEd = 2.455 kNThe shear force design value(y-y) VEd,y = 5.537 kNThe shear force design value(z-z) VEd,z = 0.661 kNThe bending mom.design value(y-y) MEd,y = -0.864 kNmThe bending mom.design value(z-z) MEd,z = -5.588 kNmSystem length L = 625.00 cm


6.2 RESISTANCE OF CROSS-SECTIONS6.2.3 TensionThe design pl.resist.mom.(gross sect.) Npl,Rd = 456.11 kNThe design ult.resist.(net sect.) Nu,Rd = 498.05 kNThe design tension resistance Nt,Rd = 456.11 kNRequirement 6.5: NEd




y

z

8 0

16

0

3

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL COMPRESSION AND BENDING(load 33, at the beginning of the member)

The axial force design value NEd = -5.123 kNThe shear force design value(y-y) VEd,y = -0.011 kNThe shear force design value(z-z) VEd,z = -7.842 kNThe bending mom.design value(y-y) MEd,y = -6.860 kNmThe bending mom.design value(z-z) MEd,z = -0.031 kNmSystem length L = 625.00 cm






y

z

8 0

16

0

3

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)


The axial force design value NEd = -0.065 kNThe bending mom.design value(y-y) MEd,y = 12.076 kNmSystem length L = 525.00 cm






y

z

8 2

16

0

57

.4

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)


The axial force design value NEd = -0.638 kNThe shear force design value(y-y) VEd,y = -0.041 kNThe shear force design value(z-z) VEd,z = 1.211 kNThe bending mom.design value(y-y) MEd,y = 12.180 kNmThe bending mom.design value(z-z) MEd,z = -0.562 kNmSystem length L = 625.00 cm






y

z

8 0

10

0

4

[m m ]

T


(fy = 23.5 kN/cm2, fu = 36.0 kN/cm2)

MEMBER SUBJECT TO AXIAL TENSION(load 48, at the beginning of the member)

The axial force design value NEd = 2.716 kNSystem length L = 275.00 cm

6.2 RESISTANCE OF CROSS-SECTIONS6.2.3 TensionThe design pl.resist.mom.(gross sect.) Npl,Rd = 285.20 kNThe design ult.resist.(net sect.) Nu,Rd = 311.43 kNThe design tension resistance Nt,Rd = 285.20 kNRequirement 6.5: NEd


0.33

0.700.49

0.560.32 0.18

0.14

0.16

0.14

0.32

0.75

0.62

Kontrola stabilnosti Ram: V_5

0.05 0.07

0.11 0.13

0.06

0.02

0.06

0.060.06



0.16

0.68 0.17

0.44 0.10

0.28

0.14

0.16

0.24

0.10

0.04

0.01

0.60 0.28

0.37 0.24

0.31

0.58

0.63

0.33


0.54

0.74

0.11

0.13

0.27

0.11

0.70

0.83

0.83

0.81

0.49

0.25

0.25

0.25

0.25

0.83

0.76

0.77

0.24

0.24

0.08

0.08

0.08

0.24

0.76

0.78

0.79

0.24

0.24

0.24

0.24

0.79

0.78

0.78

0.24

0.64

0.68

0.37 0.84 0.70 0.58 0.37

0.61 0.90 0.80 0.64 0.61

0.17

0.17

0.65

0.030.390.390.520.03

0.54

0.16

0.16

0.54

0.60

0.28

0.64

0.30

Kontrola stabilnosti Nivo: [1.20 m]


0.16

0.20

0.07

0.44

0.24

0.16

0.19

0.13

0.93 0.12 0.53 0.07

0.44 0.41 0.36 0.36

0.57 0.43 0.44 0.20

0.60 0.47 0.47 0.12

0.66 0.40 0.52 0.14

0.33 0.21 0.25 0.12

Kontrola stabilnosti Pogled: K

tower - 3d model builder 6.0 - d__radimpex projekti_boki france_st ec

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