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Poslovni objekat ALTINA- Magacin ALTINA - Statiki proraun - 1

Sadraj

Tower - 3D Model Builder 7.0 Radimpex - www.radimpex.rsRegistered to DESTICO

Osnovni podaci o modelu 2Ulazni podaci

Ulazni podaci - Konstrukcija 2

Ulazni podaci - Optereenje 8Rezultati

Statiki proraun 37

Dimenzionisanje (beton) 50

Dimenzionisanje (elik) 53

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Osnovni podaci o modelu, Ulazni podaci - Konstrukcija


Datoteka: HALA 16.9..twpDatum prorauna: 17.9.2014

Nain prorauna: 3D model

X Teorija I-og reda Modalna analiza Stabilnost

Teorija II-og reda Seizmiki proraun Faze graenja

Nelinearan proraun

Veliina modelaBroj vorova: 250Broj ploastih elemenata: 0Broj grednih elemenata: 469Broj graninih elemenata: 66Broj osnovnih sluajeva optereenja: 7Broj kombinacija optereenja: 14

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

ema nivoaNaziv z [m] h [m]

sleme 7.92 1.00

sistemna linija 6.92 0.75

Naziv z [m] h [m]Donji pojas 6.17 6.17

pod 0.00

Tabela materijalaNo Naziv materijala E[kN/m2] [kN/m3] t[1/C] Em[kN/m2] m1 Celik 2.100e+8 0.30 78.50 1.000e-5 2.100e+8 0.302 Beton MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20

Setovi greda

Set: 1 Presek: HOP [] 100x100x4, Fiktivna ekscentrinost

3

2

10

10

0.4

[cm]

T

Mat. A1 A2 A3 I1 I2 I31 - Celik 1.495e-3 8.000e-4 8.000e-4 3.612e-6 2.213e-6 2.213e-6

Set: 2 Presek: HOP [] 60x60x3, Fiktivna ekscentrinost

3

2

6

6

0.3

[cm]

T


Set: 3 Presek: HOP [ 160x80x4, Fiktivna ekscentrinost

3

2

8

16

2.2

0.4

[cm]

=68.0

9

T


Set: 4 Presek: 2xHOP [ 160x50x4, Fiktivna ekscentrinost

3

2

T1T2T

3

2


No Presek 3 [cm] 2 [cm] Mat.1 HOP [ 160x50x4 9.00 0.00 -0.10 12 HOP [ 160x50x4 -9.00 0.00 0.10 1

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5

16

1.14

0.4

[cm]

T

HOP [ 160x50x4

Set: 5 Presek: HOP [ 160x80x4, Fiktivna ekscentrinost

3

2

8

16

2.2

0.4

[cm]

=6

8.0

9 T


Set: 6 Presek: b/d=25/25, Fiktivna ekscentrinost

3

2

25

25

[cm]

T

Mat. A1 A2 A3 I1 I2 I32 - Beton MB 30 6.250e-2 5.208e-2 5.208e-2 5.501e-4 3.255e-4 3.255e-4


3

2

45

30

[cm]

T



3

2

25

50

[cm]

T



3

2

25

30

[cm]

T


Setovi takastih oslonacaK,R1 K,R2 K,R3 K,M1 K,M2 K,M3

1 1.000e+10 1.000e+10 1.000e+10 1.000e+102 1.000e+10 1.000e+10 1.000e+10

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H_1

H_5

H_8

H_9

V_

1

V_

2

V_

3

V_

4

V_

5

V_

6

V_

7

H_10

H_11

4.40 4.40 4.40 4.40 4.40 4.40

3.9

2

3.9

1

3.9

2

2.7

5

5.0

5

Dispozicija ramova

b/d=25/50

b/d=25/30 b/d=25/30 b/d=25/30 b/d=25/30 b/d=25/30 b/d=25/30

b/d=25/50b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25

b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25 b/d=25/25b/d=45/30

b/d=45/30

b/d=45/30

b/d=45/30

b/d=45/30

4.40 4.40 4.40 4.40 4.40 4.40

Ram: H_5

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b/d=25/30

b/d=25/30

b/d=25/25

b/d

=25/2

5

b/d=25/25

b/d=25/25

b/d=25/30

b/d=

25/30

b/d=25/30

b/d=25/25

b/d=25/25

b/d=

25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=

25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=25/25

b/d=25/25

3.9

2

3

.91

3.9

2

2.7

5

5.0

5

2.842.841.250.520.280.20

6.921.00

9.7

7

9.7

8

Ram: V_1

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HOP[]

100

x100

x4

HOP[]10

0x10

0x4

HOP[]

60x6

0x3

HOP[]

60x60x

3H

OP

[]60

x60x

3

HOP[]6

0x60

x3HOP

[]60

x60x

3

HOP[]6

0x60

x3HO

P[]6

0x60

x3HO

P[]6

0x60

x3HO

P[]6

0x60x3 HO

P[]60

x60x3

HOP

[]60x

60x3

HOP[

]60x

60x3

HOP

[]60

x60x

3

HOP[]6

0x60x3H

OP

[]60

x60x

3

HOP[]6

0x60

x3HOP[]

60x6

0x3

HOP[]

60x60x

3

HOP

[]100

x100

x4

HOP[]100x100x4

b/d=45/30

b/d=45/30

HOP[]100x100x4

6.921.00

6.171.75

19.5

5

1.7

7

2.0

0

2.0

0

2.0

0

2.0

0

2.0

0

2.0

0

2.0

0

2.0

0

1.7

7

9.7

7

9.7

7

0.7

7

2.0

0

2.0

0

2.0

0

2.0

0

2.00

2.0

0

2.0

0

2.0

0

2.0

0

0.77

Ram: V_4

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Izometrija

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Ulazni podaci - Optereenje


Analiza optereenja:

1. Sopstvena teina

Program automatski generie sopstvenu teinu konstrukcijeprema realnim karakteristikama zadatih materijala, kao poseban vid optereenja.

2. Stalno optereenje -teina panela na krovu

q=0.20kN/m2 i konvertovano je na ronjae u krovnom nosau

3. Sneg -teina snega po krovnoj ravni

p=1kN/m2 i konvertovano je na ronjae u krovnom nosau

4. 5. 6. i 7. Vetar je analiziran u posebnom Prilogu C - Analiza vetra.

Lista sluajeva optereenjaLC Naziv1 sopstvena tezina (g)2 stalno3 sneg4 Wy+Wi5 Wy-Wi6 Wx+Wi7 Wx-Wi8 Komb.: I+II9 Komb.: I+II+III

10 Komb.: I+II+IV11 Komb.: I+II+II I+IV12 Komb.: I+II+V13 Komb.: I+II+II I+V14 Komb.: I+II+VI15 Komb.: I+II+II I+VI16 Komb.: I+II+VII17 Komb.: I+II+II I+VII18 Komb.: III+IV19 Komb.: III+V20 Komb.: III+VI21 Komb.: III+VII

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p=-0.40

p=-0.40p=-0.40

p=-0.18p=-0.38

p=-0.40

p=-0.18

p=-0.40

p=-0.40

p=-0.40

p=-0.38

Opt. 2: stalno

Izometrija

p=-0.40

p=-0.40

p=-0.40

p=-0.18

p=-0.38

p=-0.40

p=-0.18

p=-0.40

p=-0.40

p=-0.40

p=-0.38

Opt. 2: stalno

Pogled: KR2+KR1

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p=0.18

Opt. 2: stalno

Ram: H_5

p=0.18

Opt. 2: stalno

Ram: H_1

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p=-1.90

p=-0.89

p=-0.89p=-2.01

p=-2.01p=-2.01p=-2.01p=-2.01

p=-1.90

p=-2.01p=-2.01

Opt. 3: sneg

Izometrija

p=-1.90

p=-0.89

p=-0.89

p=-2.01

p=-2.01

p=-2.01

p=-2.01

p=-2.01

p=-1.90

p=-2.01

p=-2.01

Opt. 3: sneg

Pogled: KR2+KR1

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p=0.89p=0.89 p=0.89 p=0.89 p=0.89 p=0.89

Opt. 3: sneg

Ram: H_5

p=0.89 p=0.89 p=0.89 p=0.89 p=0.89 p=0.89

Opt. 3: sneg

Ram: H_1

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p=-0.17

p=-0.08

p=-0.09

p=-0.08p=-0.17

p=-0.09

p=-0.18p=-0.18

p=-0.18p=-0.2

8

p=-0.13p=-0.30

p=-0.15

p=-0.30p=-0.30

p=0.12

p=0.13p=0.26p=0.26p=0.26p=0.25

p=0.12

p=0.13p=0.26p=0.26p=0.26p=0.25

p=-0.02

p=-0.02p=-0.04p=-0.04p=-0.04p=-0.04

p=-1.

23

p=-1.

23

p=0.

29

p=0.

29

p=0.

62

p=1.

25

p=-2.

07

p=-2.

07

p=-2.

07

p=-2.

27

p=-2.

27

p=0.

84p

=0.

84p

=0.

84p

=0.

70

p=0.

70

p=1.

21 p

=1.

21

p=0.

78

p=1.

04

Opt. 4: Wy+Wi

Izometrija

p=-0.17

p=-0.08

p=-0.18

p=-0.09

p=-0.18

p=-0.18

p=-0.08

p=-0.17

p=-0.09

p=-0.18

p=-0.18

p=-0.18

p=-0.30

p=-0.30

p=-0.28

p=-0.15

p=-0.30

p=-0.28p=-0.28

p=-0.13 p=-0.13 p=-0.13 p=-0.13

p=-0.30

p=-0.30p=-0.30

p=-0.28

p=-0.15 p=-0.15p=-0.15

p=-0.30 p=-0.30p=-0.30

p=-0.30 p=-0.30p=-0.30

p=0.12

p=0.13

p=0.26

p=0.26

p=0.26

p=0.25

p=0.12

p=0.13

p=0.26

p=0.26

p=0.26

p=0.25

p=-0.02

p=-0.02

p=-0.02 p=-0.02 p=-0.02

p=-0.02 p=-0.02p=-0.02

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

Opt. 4: Wy+Wi

Pogled: KR2+KR1

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p=0.12p=0.12 p=-0.02 p=-0.02 p=-0.02 p=-0.02

p=-1.

23

p=-1.

23

p=0.

62

p

=-2.

07

p=-2.

07

p=-2.

07

p

=-2.

07

p=-2.

07

p=-2.

07

p

=-2.

07

p=-2.

07

p=-2.

07

p

=-2.

27

p=-2.

27

p=-2.

27

p

=-2.

27

p=-2.

27

p=-2.

27

Opt. 4: Wy+Wi

Ram: H_5

p=1.

21

Opt. 4: Wy+Wi

Ram: H_9

p=1.

21

Opt. 4: Wy+Wi

Ram: H_8

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p=1.

04

Opt. 4: Wy+Wi

Ram: H_11

p

=0.

78

Opt. 4: Wy+Wi

Ram: H_10

p=-0.08p=-0.08 p=-0.13

p=0.

29

p=0.

29

p=1.

25

p=0.

84

p=0.

84

p=0.

84

p=0.

70

p=0.

70

Opt. 4: Wy+Wi

Ram: H_1

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p=1.

23

p=0.

29

p=0.

62

p=1.

25

p=1.

21

p=1.

21

p=0.

78

p=1.

04

Opt. 4: Wy+Wi

Ram: V_1

p=2

.27

p=0

.70

Opt. 4: Wy+Wi

Ram: V_2

p=2.

07

p=0.

84

Opt. 4: Wy+Wi

Ram: V_3

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p=2.

07

p=0.

84

Opt. 4: Wy+Wi

Ram: V_4

p=

2.

07

p=

0.

84

Opt. 4: Wy+Wi

Ram: V_5

p=2.

27

p=0.

70

Opt. 4: Wy+Wi

Ram: V_6

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p=1.

23

p=0.

29

Opt. 4: Wy+Wi

Ram: V_7

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p=0.59

p=0.53

p=1.19p=1.19p=1.19p=1.12

p=0.67

p=0.75p=1.51p=1.51p=1.51p=1.42

p=0.67

p=0.75p=1.51p=1.51p=1.51p=1.42

p=0.87

p=0.46

p=0.41p=0.92p=0.92p=0.92

p=1.01

p=0.47p=1.07p=0.53

p=1.07p=1.07

p=0.47p=1.01

p=0.53

p=1.07p=1.07p=1.07

p=0.

13

p=0.

13 p

=-1.

06

p=-1.

0

p=-1.

2

p=-0.6

2

p

=0.

62

p=0.

62

p=0.

62

p=0.

44

p=0.

44

p=

-1.

89

p=-1.

89

p=-1.

89

p=-2.

00

p=-2.

0

p=-1.

21

p=-0.

78

p=-1.

04

p

=-1.

21

Opt. 5: Wy-Wi

Izometrija

p=0.53

p=0.59

p=0.53 p=0.53 p=0.53

p=0.59 p=0.59p=0.59

p=1.19p=1.19p=1.19p=1.19

p=1.19p=1.19p=1.19p=1.19

p=1.19p=1.19p=1.19p=1.19

p=1.12p=1.12p=1.12p=1.12

p=0.67

p=0.75

p=1.51

p=1.51

p=1.51

p=1.42

p=0.67

p=0.75

p=1.51

p=1.51

p=1.51

p=1.42

p=0.92

p=0.92

p=0.87

p=0.46

p=0.92

p=0.87p=0.87

p=0.41 p=0.41 p=0.41 p=0.41

p=0.92

p=0.92p=0.92

p=0.87

p=0.46 p=0.46p=0.46

p=0.92 p=0.92p=0.92

p=0.92 p=0.92p=0.92

p=1.01

p=0.47

p=1.07

p=0.53

p=1.07

p=1.07

p=0.47

p=1.01

p=0.53

p=1.07

p=1.07

p=1.07

Opt. 5: Wy-Wi

Pogled: KR2+KR1

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p=0.53 p=0.53 p=0.53 p=0.53 p=0.67p=0.67

p=0.

13

p=0.

13

p=0.

62

p=0.

62

p=0.

62

p=0.

62

p=0.

44

p=0.

44

Opt. 5: Wy-Wi

Ram: H_5

p=1.

21

Opt. 5: Wy-Wi

Ram: H_9

p=1.

21

Opt. 5: Wy-Wi

Ram: H_8

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p=1.

04

Opt. 5: Wy-Wi

Ram: H_11

p

=0.

78

Opt. 5: Wy-Wi

Ram: H_10

p=0.41 p=0.41 p=0.41 p=0.41 p=0.47p=0.47

p=-1.

06

p=-1.

06

p=1.

25

p=-1.

89

p=-1.

89

p=-1.

89

p=-2.

00

p=-2.

00

Opt. 5: Wy-Wi

Ram: H_1

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p=0.

13

p=1.

06

p=-1.

25

p=-0.

62

p=-1.

21

p=-0.

78

p=-1.

04

p=-1.

21

Opt. 5: Wy-Wi

Ram: V_1

p=0.

44

p=2.

00

Opt. 5: Wy-Wi

Ram: V_2

p=0.

62

p=1.

89

Opt. 5: Wy-Wi

Ram: V_3

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p=0.

62

p=1.

89

Opt. 5: Wy-Wi

Ram: V_4

p=0.

62

p=1.

89

Opt. 5: Wy-Wi

Ram: V_5

p=0.

44

p=2.

00

Opt. 5: Wy-Wi

Ram: V_6

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p=0.

13

p=1.

06

Opt. 5: Wy-Wi

Ram: V_7

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p=-0.02

p=-0.02

p=-0.04p=-0.04p=-0.04p=-0.04

p=0.12

p=0.13p=0.26p=0.26p=0.26p=0.25

p=0.12

p=0.13p=0.26p=0.26p=0.26p=0.25

p=-0.28

p=-0.15

p=-0.13p=-0.30

p=-0.30p=-0.30

p=-0.17

p=-0.08p=-0.18p=-0.09

p=-0.18p=-0.18

p=-0.08p=-0.17

p=-0.09

p=-0.18p=-0.18

p=-0.18

p=-0.

68

p=-0.

68

p=0.

68

p=0.

68

p=2.

26

p=1.

11

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=1.

36p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=2.

01 p=

1.

84

p=1.

18

p=1.

57

Opt. 6: Wx+Wi

Izometrija

p=-0.02

p=-0.02

p=-0.02 p=-0.02 p=-0.02

p=-0.02 p=-0.02p=-0.02

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

p=-0.04p=-0.04p=-0.04p=-0.04

p=0.12

p=0.13

p=0.26

p=0.26

p=0.26

p=0.25

p=0.12

p=0.13

p=0.26

p=0.26

p=0.26

p=0.25

p=-0.30

p=-0.30

p=-0.28

p=-0.15

p=-0.30

p=-0.28p=-0.28

p=-0.13 p=-0.13 p=-0.13 p=-0.13

p=-0.30

p=-0.30p=-0.30

p=-0.28

p=-0.15 p=-0.15p=-0.15

p=-0.30 p=-0.30p=-0.30

p=-0.30 p=-0.30p=-0.30

p=-0.17

p=-0.08

p=-0.18

p=-0.09

p=-0.18

p=-0.18

p=-0.08

p=-0.17

p=-0.09

p=-0.18

p=-0.18

p=-0.18

Opt. 6: Wx+Wi

Pogled: KR2+KR1

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p=-0.02 p=-0.02 p=-0.02 p=-0.02 p=0.12p=0.12

p=-0.

68

p=-0.

68

p=1.

11

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

Opt. 6: Wx+Wi

Ram: H_5

p=

2.

01

Opt. 6: Wx+Wi

Ram: H_9

p=1.

84

Opt. 6: Wx+Wi

Ram: H_8

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p=1.

57

Opt. 6: Wx+Wi

Ram: H_11

p

=1.

18

Opt. 6: Wx+Wi

Ram: H_10

p=-0.13 p=-0.13 p=-0.13 p=-0.13 p=-0.08p=-0.08

p=0.

68

p=0.

68

p=2.

26

p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: H_1

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p=0.

68

p=0.

68

p=2.

26

p=1.

11

p=2.

01

p=1.

84

p=1.

18

p=1.

57

Opt. 6: Wx+Wi

Ram: V_1

p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: V_2

p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: V_3

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p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: V_4

p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: V_5

p=1.

36

p=1.

36

Opt. 6: Wx+Wi

Ram: V_6

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p=0.

68

p=0.

68

Opt. 6: Wx+Wi

Ram: V_7

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p=0.47p=1.01

p=0.53

p=1.07p=1.07p=1.07

p=1.01

p=0.47p=1.07p=0.53

p=1.07p=1.07

p=0.87

p=0.46

p=0.41p=0.92p=0.92p=0.92

p=0.67

p=0.75p=1.51p=1.51p=1.51p=1.42

p=0.67

p=0.75p=1.51p=1.51p=1.51p=1.42

p=0.59

p=0.53

p=1.19p=1.19p=1.19p=1.12

p=0.

68

p=0.

68

p=-0.

68

p=-0.

68

p=-0.

12

p=-0.

24

p=1.

36

p=1.

36

p=1.

36

p=1

.36

p=1.

36

p=-1.

36

p=-1.

36p=-1.

36

p=-1.

36

p=-1.

36

p=-0.

39

p=-0.

55 p

=-0.

35

p=-0.

47

Opt. 7: Wx-Wi

Izometrija

p=0.47

p=1.01

p=0.53

p=1.07

p=1.07

p=1.07

p=1.01

p=0.47

p=1.07

p=0.53

p=1.07

p=1.07

p=0.92

p=0.92

p=0.87

p=0.46

p=0.92

p=0.87p=0.87

p=0.41 p=0.41 p=0.41 p=0.41

p=0.92

p=0.92p=0.92

p=0.87

p=0.46 p=0.46p=0.46

p=0.92 p=0.92p=0.92

p=0.92 p=0.92p=0.92

p=0.67

p=0.75

p=1.51

p=1.51

p=1.51

p=1.42

p=0.67

p=0.75

p=1.51

p=1.51

p=1.51

p=1.42

p=0.53

p=0.59

p=0.53 p=0.53 p=0.53

p=0.59 p=0.59p=0.59

p=1.19p=1.19p=1.19p=1.19

p=1.19p=1.19p=1.19p=1.19

p=1.19p=1.19p=1.19p=1.19

p=1.12p=1.12p=1.12p=1.12

Opt. 7: Wx-Wi

Pogled: KR2+KR1

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p=0.67 p=0.67p=0.53 p=0.53 p=0.53 p=0.53

p=0.

68

p=0.

68

p=0.

12

p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=1.

36

Opt. 7: Wx-Wi

Ram: H_5

p=

0.

39

Opt. 7: Wx-Wi

Ram: H_9

p=0.

55

Opt. 7: Wx-Wi

Ram: H_8

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p=0.

47

Opt. 7: Wx-Wi

Ram: H_11

p

=0.

35

Opt. 7: Wx-Wi

Ram: H_10

p=0.47 p=0.47p=0.41 p=0.41 p=0.41 p=0.41

p=-0.

68

p=-0.

68

p=0.

24

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

Opt. 7: Wx-Wi

Ram: H_1

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p=0.

68

p=0.

68

p=-0.

12

p=-0.

24

p=-0.

39

p=-0.

55

p=-0.

35

p=-0.

47

Opt. 7: Wx-Wi

Ram: V_1

p=1.

36

p=1.

36

Opt. 7: Wx-Wi

Ram: V_2

p=1.

36

p=1.

36

Opt. 7: Wx-Wi

Ram: V_3

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p=1.

36

p=1.

36

Opt. 7: Wx-Wi

Ram: V_4

p=1.3

6

p=1.3

6

Opt. 7: Wx-Wi

Ram: V_5

p=1.

36

p=1.

36

Opt. 7: Wx-Wi

Ram: V_6

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p=0.

68

p=0.

68

Opt. 7: Wx-Wi

Ram: V_7

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Statiki proraun


Reakcije od ukupnog stalnog optereenja g+g0

40.3

0

42.7

5

40.6

9

0.02

35.1

2

0.030.02

39.1

8

38.1

3

Opt. 8: I+II

Reakcije oslonacaRam: V_1

0.10

41.1

2

0.10

41.1

2

Opt. 8: I+II


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0.10

41.1

2

0.620.09(R2)

59.2

4

0.630.10(R2)

59.2

4

0.600.08(R2)

59.2

4

0.640.11(R2)

59.2

4

0.530.08(R2)

59.2

4

0.03-0.02(R2)

39.1

8

Opt. 8: I+II

Reakcije oslonacaRam: H_1

0.10

41.1

20.02(R2)

35.1

2

0.61-0.09(R2)

59.2

4

0.63-0.10(R2)

59.2

4

0.61-0.08(R2)

59.2

4

0.68-0.11(R2)

59.2

4

0.64-0.09(R2)

59.2

4

Opt. 8: I+II


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Reakcije od optereenja snegom S

9.4

9 0.01(R1)

8.2

6

9.8

4-0.01(R1)

0.020.03

3.9

9 -0.01(R1)

0.040.04

5.2

40.01(R1)

6.4

1

Opt. 3: sneg

Reakcije oslonaca

Ram: V_1

0.22

21.6

2

0.22

0.01

21.6

2

Opt. 3: sneg


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p=0.89

0.22

21.6

21.85

0.28(R2)

43.2

31.91

0.30(R2)

43.2

31.82

0.25(R2)

43.2

31.97

0.33(R2)

43.2

31.69

0.24(R2)

43.2

3

0.01

0.04-0.04(R2)

5.2

4

Opt. 3: sneg


p=0.89

0.22

0.01

21.6

2

0.010.02

0.03(R2)

3.9

9

1.85-0.28(R2)

43.2

3

1.91-0.30(R2)

43.2

3

1.82-0.25(R2)

43.2

3

2.00-0.33(R2)

43.2

3

1.79-0.25(R2)

43.2

3

Opt. 3: sneg


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Reakcije od optereenja vetrom Wy+Wi

p=1.

04

p=0.

78

p=1.

21

p=1.

21

p=1.

25

p=0.

62

p=0.

29

p=1.

23

-2.91(R1)

0.04

0.9

9-4.31(R1)

0.05

0.6

5-2.13(R1)

0.05

0.8

2-1.01(R1)

6.224.12

3.36

0.9

8-2.01(R1)

5.081.94

3.97

1.0

2-3.72(R1)

0.05

0.0

8

Opt. 4: Wy+Wi

Reakcije oslonaca

Ram: V_1

p=0.

29

p=1.

23

-4.83(R1)

3.040.36

26.88

0.7

4-4.50(R1)

11.605.93

26.02

1.6

0

Opt. 4: Wy+Wi


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p=0.

70

p=0.

70

p=0.

84

p=0.

84

p=0.

84

p=1.

25

p=0.

29

p=0.

29

p=-0.13p=-0.08 p=-0.08

4.83

3.040.36(R2)

26.88

0.7

4

1.94

7.511.44(R2)

10.58

3.2

6

1.98

4.722.25(R2)

10.65

5.0

4

2.03

4.012.32(R2)

10.74

5.0

4

2.09

3.222.81(R2)

10.84

5.0

4

2.16

10.50-0.63(R2)

10.98

3.2

6

2.01

5.08-1.94(R2)

3.97

1.0

2

Opt. 4: Wy+Wi


p=-2.

27

p=-2.

27

p=-2.

07

p=-2.

07

p=-2.

07

p=0.

62

p=-1.

23

p=-1.

23

p=-0.02p=0.12 p=0.12

4.5011.60

-5.93(R2)

26.02

1.6

0

1.016.22

-4.12(R2)

3.36

0.9

8

1.8126.55

-11.77(R2)

10.24

0.4

7

1.8322.97

-10.41(R2)

10.28

2.2

7

1.8622.12

-10.26(R2)

10.35

2.2

7

1.9023.15

-10.73(R2)

10.42

2.2

7

1.9421.12

-9.63(R2)

10.51

0.4

7

Opt. 4: Wy+Wi


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Reakcije od optereenja vetrom Wy-Wi

p=-1.

21

p=-1.

04

p=-0.

78

p=-1.

21

p=-0.

62

p=-1.

25

p

=1.

06

p=0.

13

2.80(R1)

0.06

6.9

3 4.28(R1)

0.06

5.5

3 2.23(R1)

0.06

5.3

01.03(R1)

4.401.78

3.36

3.5

7 2.00(R1)

5.273.47

3.98

2.4

33.73(R1)

0.06

3.7

7

Opt. 5: Wy-Wi

Reakcije oslonaca

Ram: V_1

p=1.

06

p=0.

13

4.83(R1)

10.775.20

27.04

12.6

04.50(R1)

3.780.28

25.85

14.9

3

Opt. 5: Wy-Wi


7/25/2019 HALA 16.9. Statika

44/62



p=-2.

00

p=-2.

00

p=-1.

89

p=-1.

89

p=-1.

89

p=1.

25

p=-1.

06

p=-1.

06

p=0.47 p=0.47p=0.41

4.83

10.77-5.20(R2)

27.04

12.6

0

1.94

26.10-10.78(R2)

10.65

23.1

9

1.98

23.08-9.83(R2)

10.71

21.1

9

2.02

22.28-9.67(R2)

10.79

21.2

0

2.08

23.40-10.18(R2)

10.90

21.1

9

2.15

21.18-8.98(R2)

11.03

23.2

0

2.00

5.27-3.47(R2)

3.98

2.4

3

Opt. 5: Wy-Wi


p=0.

44

p=0.

44

p=0.

62

p=0.

62

p=0.

62

p=0.

62

p=0.

13

p=0.

13

p=0.67 p=0.67p=0.53

4.503.78

-0.28(R2)

25.85

14.9

3

1.034.40

-1.78(R2)

3.36

3.5

7

1.818.19

0.43(R2)

10.17

26.9

2

1.845.44

1.39(R2)

10.22

23.9

7

1.874.93

1.40(R2)

10.29

23.9

6

1.914.03

1.95(R2)

10.37

23.9

7

1.9611.63

-1.92(R2)

10.47

26.9

1

Opt. 5: Wy-Wi


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Reakcije od optereenja vetrom Wx+Wi

p=1.

57

p=1.

18

p=1.

84

p=2.

01

p=1.

11

p=2.

26

p=0.

68

p=0.

68

-4.67(R1)

0.06

1.2

6 -6.61(R1)

0.05

1.0

7 -3.31(R1)

0.05

0.9

2-1.85(R1)

0.431.02

5.53

0.2

2 -3.64(R1)

0.650.99

6.67

0.4

8-5.68(R1)

0.06

0.3

0

Opt. 6: Wx+Wi

Reakcije oslonaca

Ram: V_1

p=0.

68

p=0.

68

-7.95(R1)

4.932.99

43.81

0.7

4-7.34(R1)

2.592.58

41.84

1.6

0

Opt. 6: Wx+Wi


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46/62



p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=2.

26

p=0.

68

p=0.

68

p=-0.08 p=-0.08p=-0.13

7.95

4.932.99(R2)

43.81

0.7

4

3.20

11.726.50(R2)

17.26

3.2

6

3.27

10.916.27(R2)

17.37

5.0

4

3.34

10.616.18(R2)

17.52

5.0

4

3.44

12.046.89(R2)

17.70

5.0

4

3.57

5.523.66(R2)

17.93

3.2

7

3.64

0.650.99(R2)

6.67

0.4

8

Opt. 6: Wx+Wi


p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=1.

11

p=-0.

68

p=-0.

68

p=0.12 p=0.12p=-0.02

7.342.59

-2.58(R2)

41.84

1.6

0

1.850.43

-1.02(R2)

5.53

0.2

2

2.955.86

-5.68(R2)

16.46

0.4

6

3.006.24

-5.62(R2)

16.55

2.2

7

3.056.30

-5.58(R2)

16.66

2.2

7

3.127.53

-6.27(R2)

16.79

2.2

7

3.200.36

-2.29(R2)

16.96

0.4

7

Opt. 6: Wx+Wi


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Reakcije od optereenja vetrom Wx-Wi

p=-0.

47

p=-0.

35

p=-0.

55

p=-0.

39

p=-0.

24

p=-0.

12

p=0.

68

p=0.

68

0.98(R1)

0.04

7.2

0 1.85(R1)

0.04

5.9

5 0.98(R1)

0.04

5.2

10.19(R1)

1.311.28

1.13

2.8

1 0.38(R1)

0.380.60

1.23

2.9

61.66(R1)

0.04

3.3

9

Opt. 7: Wx-Wi


p=0.

68

p=0.

68

1.62(R1)

3.002.68

9.55

12.5

91.58(R1)

5.163.05

9.49

14.9

4

Opt. 7: Wx-Wi


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p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=-1.

36

p=0.

24

p=-0.

68

p=-0.

68

p=0.41 p=0.47p=0.47

1.62

3.00-2.68(R2)

9.55

12.5

9

0.65

6.96-5.81(R2)

3.75

23.1

9

0.66

7.21-5.77(R2)

3.77

21.2

0

0.67

7.33-5.76(R2)

3.79

21.2

0

0.68

7.89-6.05(R2)

3.82

21.2

0

0.70

5.37-4.84(R2)

3.85

23.1

9

0.38

0.38-0.60(R2)

1.23

2.9

6

Opt. 7: Wx-Wi


p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=1.

36

p=0.

12

p=0.

68

p=0.

68

p=0.53 p=0.67p=0.67

1.585.16

3.05(R2)

9.49

14.9

4

0.191.31

1.28(R2)

1.13

2.8

1

0.6312.68

6.63(R2)

3.73

26.9

1

0.6411.80

6.41(R2)

3.74

23.9

6

0.6511.49

6.33(R2)

3.76

23.9

6

0.6612.07

6.63(R2)

3.78

23.9

6

0.6710.10

5.56(R2)

3.81

26.9

1

Opt. 7: Wx-Wi


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Presene sile u gredama - Ekstremne vrednosti - Optereenje: 1-17Oznaka LC x [m] N1 [kN] T2 [kN] M2 [kNm] M3 [kNm]

(175 - 111) 15 5.805 |-190.40| -0.120 0.136 0.418(175 - 111) 11 5.805 |-190.32| -0.120 0.093 0.418(230 - 178) 11 5.805 |-189.74| -0.120 0.079 0.418(230 - 178) 15 5.805 |-189.59| -0.120 0.144 0.418(205 - 145) 11 5.805 |-189.58| -0.120 0.087 0.418(205 - 145) 15 5.805 |-189.42| -0.120 0.139 0.418(36 - 111) 15 5.805 |-186.73| -0.126 -0.121 0.400(36 - 111) 11 5.805 |-186.58| -0.126 -0.076 0.400(94 - 178) 11 5.805 |-185.99| -0.126 -0.092 0.399

(63 - 197) 15 14.000 |185.96| 0.134 0.033 0.411(108 - 46) 15 5.076 -12.834 |12.870| -3.445 -12.868(108 - 46) 11 5.076 -17.649 |12.822| -2.134 -12.674(7 - 46) 9 3.940 -5.982 |12.428| -0.178 -6.787(108 - 46) 9 5.076 -11.661 |12.284| 0.131 -12.211(7 - 46) 11 3.940 -1.837 |11.616| 1.202 -6.649(7 - 46) 15 3.940 -8.628 |11.549| 2.008 -6.339(7 - 46) 9 7.871 -5.303 |10.756| -0.113 -4.384(7 - 46) 11 7.871 -4.368 |10.119| 3.895 -4.389(7 - 46) 15 7.871 -7.282 |9.929| 5.995 -4.093(108 - 46) 17 5.076 -6.139 |9.099| 1.117 -8.935(128 - 75) 11 6.920 -102.01 -1.807 |29.012| 10.228(128 - 75) 10 6.920 -58.779 -1.806 |27.164| 10.232(128 - 75) 4 6.920 0.466 -1.806 |26.551| 10.235(243 - 217) 5 6.920 23.189 -1.943 |-26.097| 10.647(36 - 10) 11 6.920 -104.75 -1.902 |25.832| 10.414(94 - 43) 11 6.920 -104.75 -1.832 |25.512| 10.275(243 - 217) 12 6.920 -36.055 -1.942 |-25.481| 10.645(62 - 22) 11 6.920 -104.75 -1.864 |24.549| 10.337

(36 - 10) 10 6.920 -61.514 -1.901 |23.827| 10.418(243 - 217) 13 6.920 -79.289 -1.940 |-23.632| 10.643(250 - 237) 15 6.920 -63.483 7.959 5.252 |-43.822|(250 - 237) 14 6.920 -41.866 7.954 5.029 |-43.818|(250 - 237) 6 6.920 -0.744 7.952 4.929 |-43.811|(162 - 107) 6 6.920 1.605 -7.341 2.593 |41.838|(162 - 107) 14 6.920 -39.517 -7.341 2.692 |41.830|(162 - 107) 15 6.920 -61.134 -7.344 2.913 |41.820|(250 - 237) 5 6.920 12.599 -4.827 -10.772 |27.042|(250 - 237) 12 6.920 -28.522 -4.825 -10.672 |27.035|(250 - 237) 13 6.920 -50.140 -4.820 -10.449 |27.030|(250 - 237) 11 6.920 -63.474 4.836 -2.718 |-26.889|

Deformacija greda GLO - Ekstremne vrednosti - Optereenje: 1-17Oznaka LC x [m] Zp [mm]

(111 - 145) 11 2.200 |-49.395|(111 - 145) 15 2.200 |-49.395|(145 - 178) 11 2.200 |-49.390|(145 - 178) 15 2.200 |-49.388|(178 - 207) 11 2.200 |-48.651|(178 - 207) 15 2.200 |-48.649|(78 - 111) 11 2.200 |-48.632|(78 - 111) 15 2.200 |-48.622|(122 - 156) 11 1.956 |-46.439|(122 - 156) 15 1.956 |-46.439|

Uticaji u takastim osloncima - Ekstremne vrednosti - Optereenje: 1-17Oznaka LC R1 [kN] R2 [kN] R3 [kN] M1 [kNm] M2 [kNm] M3 [kNm]

189 11 -1.983 2.641 |107.52| 2.180 -10.654 *123 11 -2.089 3.254 |107.52| 0.608 -10.848 *157 11 -2.030 2.652 |107.52| 1.595 -10.739 *189 15 -3.268 6.659 |107.52| -13.452 -17.375 *157 15 -3.347 6.516 |107.52| -13.033 -17.521 *123 15 -3.447 7.335 |107.52| -14.653 -17.706 *89 15 -3.568 3.970 |105.75| -7.741 -17.934 *89 11 -2.162 -0.314 |105.74| 8.277 -10.982 *217 11 -1.947 1.818 |105.74| 5.045 -10.589 *217 15 -3.207 6.874 |105.74| -14.186 -17.264 *

Deformacija vorova: max. |Yp|vor LC Xp [mm] Yp [mm] Zp [mm]239 11 4.374 7.201 -5.753134 11 4.127 6.921 -5.713223 11 4.329 6.896 -5.954167 11 4.317 6.758 -5.962197 11 4.304 6.728 -5.951

vor LC Xp [mm] Yp [mm] Zp [mm]233 11 6.724 6.543 -19.838115 11 6.415 6.256 -19.765210 11 6.655 6.218 -20.535149 11 6.633 6.081 -20.550182 11 6.626 6.049 -20.531

Deformacija vorova: max. |Zp|vor LC Xp [mm] Yp [mm] Zp [mm]127 11 16.540 2.168 -49.395127 15 26.107 -0.438 -49.395161 11 16.539 2.225 -49.390161 15 26.105 -0.452 -49.388120 15 26.108 -0.438 -48.696

vor LC Xp [mm] Yp [mm] Zp [mm]120 11 16.541 2.177 -48.696132 11 16.540 2.162 -48.693132 15 26.107 -0.438 -48.692165 11 16.538 2.248 -48.690154 11 16.539 2.207 -48.690

Deformacija vorova: max. |Xp|vor LC Xp [mm] Yp [mm] Zp [mm]46 6 26.477 -0.214 0.047

49 6 26.476 -0.206 -0.01651 6 26.476 -0.223 -0.08853 6 26.475 -0.256 -0.17561 6 26.474 -0.300 -0.281

vor LC Xp [mm] Yp [mm] Zp [mm]67 6 26.474 -0.347 -0.408

68 6 26.473 -0.391 -0.55472 6 26.472 -0.428 -0.71578 6 26.472 -0.452 -0.88681 6 26.471 -0.467 -1.307

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Dimenzionisanje (beton)


Stub posS1

Stub posS2

Stub posS3

Greda 18-4PBAB 87MB 30RA 400/500Kompletna ema optereenja

Presek 1-1 x = 6.92m

8/20(m=2)

220

214

214

2202 2 0

2 2 0

4 5

3

0

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVN1u = -10.81 kNM2u = 44.56 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xIV

T2u = -0.93 kNT3u = 17.26 kNM1u = 0.00 kNm

b/a = -1.500/10.000 Aa1 = 2.66 cmAa2 = 2.67 cmAa3 = 0.00 cmAa4 = 0.00 cmAa,uz = 0.00 cm/m (m=2)[Usvojeno Aa,uz = 8/20(m=2) = 2.51 cm/m]

z = 0.15MPa < r , r = 1.10MPaProcenat armiranja: 2.32%

Greda 162-107PBAB 87MB 30

RA 400/500Kompletna ema optereenja


8/20(m=2)

314

314314

314

25

5

0

[cm]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xIVN1u = -38.04 kN

M2u = 35.72 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xIVT2u = -2.44 kNT3u = 14.05 kNM1u = 0.00 kNm


y = 0.02MPa < r , r = 1.10MPaz = 0.14MPa < r , r = 1.10MPaProcenat armiranja: 1.48%



8/20

(m=2)

314

314114

114

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVN1u = -1.25 kNM2u = 14.39 kNmM3u = -7.47 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVT2u = 8.43 kNT3u = 20.62 kN

M1u = 0.00 kNm




8/20(m=2)

314

314114

114

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVIN1u = -11.65 kNM2u = -17.58 kNm

M3u = 4.54 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVIT2u = -8.28 kNT3u = 3.36 kNM1u = 0.00 kNm

b/a = -2.423/10.000 Aa1 = 2.46 cmAa2 = 1.41 cmAa3 = 0.00 cmAa4 = 0.00 cm

Aa,uz = 0.00 cm/m (m=2)[Usvojeno Aa,uz = 8/20(m=2) = 2.51 cm/m]


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Horizontalni serkla osHS1

Horizontalni serkla posHS2



8 / 2 5( m = 2 )

2 1 2

2 1 2

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.60xII+1.80xIII+1.80xVIN1u = 64.31 kNM2u = -3.34 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVT2u = -5.50 kNT3u = -0.77 kNM1u = 0.00 kNm

b/a = -0.742/10.000 Aa1 = 1.17 + 0.05 = 1.21 cmAa2 = 1.17 + 0.00 = 1.17 cmAa3 = 0.00 + 0.00 = 0.00 cmAa4 = 0.00 + 0.00 = 0.00 cmAa,uz = 0.00 cm/m (m=2)[Usvojeno Aa,uz = 8/25(m=2) = 2.01 cm/m]

y = 0.11MPa < r , r = 1.10MPaz = 0.02MPa < r , r = 1.10MPaProcenat armiranja: 0.72%) - dodatna poduna armatura za prijem glavnih naponazatezanja.Pomeraj linije zateuih sila iznosi 0.75hs.


8 / 2 5( m = 2 )

2 1 2

2 1 2

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.60xI+1.60xII+1.80xVIN1u = 64.36 kNM2u = -0.74 kNmM3u = 5.98 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVIT2u = 0.00 kN

T3u = 1.17 kNM1u = 0.00 kNm





8/25(m=2)

212

212

2 5

3

0

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVN1u = 62.46 kNM2u = 4.93 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xIVT2u = -11.29 kNT3u = 1.70 kNM1u = 0.00 kNm


y = 0.19MPa < r , r = 1.10MPaz = 0.03MPa < r , r = 1.10MPa

Procenat armiranja: 0.60%) - dodatna poduna armatura za prijem glavnih naponazatezanja.Pomeraj linije zateuih sila iznosi 0.75hs.


8/25(m=2)

212

212

2 5

3

0

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVN1u = 62.46 kNM2u = 1.06 kNmM3u = 3.15 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVIT2u = 0.00 kNT3u = 2.62 kN

M1u = 0.00 kNmb/a = -0.596/10.000 Aa1 = 1.96 + 0.00 = 1.96 cmAa2 = 0.44 + 0.03 = 0.47 cmAa3 = 0.00 + 0.00 = 0.00 cmAa4 = 0.00 + 0.00 = 0.00 cmAa,uz = 0.00 cm/m (m=2)[Usvojeno Aa,uz = 8/25(m=2) = 2.01 cm/m]


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Horizontalni serkla osHS3

Horizontalni serkla posHS4



8 / 2 5( m = 2 )

2 1 2

2 1 2

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVIN1u = -7.02 kNM2u = -11.65 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVT2u = -4.89 kNT3u = -1.59 kNM1u = 0.00 kNm




8 / 2 5( m = 2 )

2 1 2

2 1 2

2 5

2

5

[ c m ]3

2

Merodavna kombinacija za savijanje:1.00xI+1.00xII+1.80xVIN1u = -7.02 kNM2u = -9.46 kNmM3u = 2.24 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVT2u = -2.44 kN

T3u = -1.59 kNM1u = 0.00 kNm





8/25(m=2)

212

212

2 5

3

0

[ c m ]3

2

Merodavna kombinacija za savijanje:1.60xI+1.60xII+1.80xIII+1.80xVIN1u = 30.00 kNM2u = 9.45 kNmM3u = 0.00 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xIII+1.80xVT2u = -5.87 kNT3u = 0.63 kNM1u = 0.00 kNm




8/25(m=2)

212

212

2 5

3

0

[ c m ]3

2

Merodavna kombinacija za savijanje:1.60xI+1.60xII+1.80xIII+1.80xVIN1u = 30.00 kNM2u = 6.75 kNmM3u = 5.73 kNm

Merodavna kombinacija za smicanje:1.60xI+1.60xII+1.80xVIT2u = 0.00 kNT3u = -1.39 kNM1u = 0.00 kNm



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Dimenzionisanje (elik)


0.79 (9)

0.81(15)

0.22

(15)

0.17(9)

0.06

(20)

0.05(1

5)0

.16

(15)

0.16(1

5)0

.14

(15)0

.14(1

5)0

.04

(15)0

.06(1

5)

0.66(9)0.18

(15)0

.22(15

)0.41

(15)0.46(9) 0.

46(9)

0.66

(9)0.32(9)

0.41

(15)

0.33

(15)

0.82(15)

Kontrola naponaRam: V_3

0.79

0.97

0.22

0.220.

060.05

0.21

0.16

0.140.1

80

.040.0

60.860.

220.220.

520.46 0.

460.86

0.32

0.52

0.33

0.99

Kontrola stabilnostiRam: V_3

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0.42

(9)

0.48 (9)0.48 (9)0.48 (9)0.48 (9)0.48 (9)0.48 (9)

0.86 (9) 0.85 (9) 0.85 (9) 0.85 (9) 0.85 (9) 0.86 (9)

0.82

(15)

0.90 (15) 0.90 (9)0.90 (15)0.90 (15)0.90 (15)0.91 (9)

0.90 (9) 0.90 (9)0.90 (9) 0.90 (9)0.90 (9)0.91 (9)

0.90 (9)0.90 (9) 0.90 (9) 0.90 (9)0.90 (9)0.90 (9)

0.82

(15)

0.79

(9)

0.82

(15)

0.79

(9)

Kontrola naponaPogled: KR2

0.50

0.480.480.480.480.480.48

0.86 0.87 0.86 0.86 0.86 0.86

1.01

0.91 0.900.910.910.900.91

0.90 0.900.91 0.900.910.91

0.900.90 0.90 0.900.900.90

0.99

0.97

1.01

0.97

Kontrola stabilnostiPogled: KR2

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Greda gornjeg pojasa HOP [ ]100X100X4TAP 111-36POPRENI PRESEK : HOP [] 100x100x4 [Set: 1]SRPS

GEOMETRIJSKE KARAKTERISTIKE PRESEKA

z

y

10 0

1

0

0

4

[mm]

T

Ax = 14.950 cm2 Ay = 8.000 cm2 Az = 8.000 cm2 Iz = 221.33 cm4 Iy = 221.33 cm4 Ix = 361.21 cm4 Wz = 44.266 cm3 Wy = 44.266 cm3

FAKTORI ISKORIENJA PO KOMBINACIJAMA OPTEREENJA 9. =0.97 15. =0.97 11. =0.95

13. =0.52 17. =0.50 14. =0.3210. =0.29 8. =0.23 12. =0.1716. =0.14

KONTROLA DEFORMACIJA

Maksimalni ugib tapa u = 47.515 mm(sluaj optereenja 15, kraj tapa)

SLUAJ OPTEREENJA: 9FAKTOR SIGURNOSTI : 1.50DOPUTENI NAPON : 16.00MERODAVNI UTICAJI (na 681.0 cm od poetka tapa)

Raunska normalna sila N = -174.73 kNMomenat savijanja oko z ose Mz = 0.446 kNmMomenat savijanja oko y ose My = -0.002 kNmTransverzalna sila u z pravcu Tz = -0.004 kN

Transverzalna sila u y pravcu Ty = -0.005 kNSistemska duina tapa L = 982.60 cmDuina izvijanja oko z ose li,z = 196.52 cmDuina izvijanja oko y ose li,y = 9.826 cmKriva izvijanja za z osu CKriva izvijanja za y osu C

TAP IZLOEN PRITISKU I SAVIJANJU

KONTROLA STAB.PRI EKSC. PRITISKU SRPS U.E7.096

Poluprenik inercije i,z = 3.848 cmPoluprenik inercije i,y = 3.848 cmVitkost z = 51.075Vitkost y = 2.554Relativna vitkost 'z = 0.550Relativna vitkost 'y = 0.027Relativni napon ' = 0.730Koef.zavisan od oblika Mz = 1.000Bezdimenzionalni koeficijent

,z = 0.815

Bezdimenzionalni koeficijent ,y = 1.000Koeficijent poveanja uticaja Kmz = 1.283Koeficijent poveanja uticaja Kmy = 1.001Uticaj ukupne imperfekc. tapa Knz = 1.220Uticaj ukupne imperfekc. tapa Kny = 1.000Koef.poveanja ut. od b.i. = 1.000Normalni napon od N (N) = 11.688 kN/cm2Normalni napon od Mz (Mz) = 1.007 kN/cm2Normalni napon od My (My) = 0.005 kN/cm2Maksimalni napon _max = 15.555 kN/cm2Doputeni napon _dop = 16.000 kN/cm2

Kontrola napona: _max

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Dimenzije lima a/b/t = 982.60/10.00/0.40 (cm)Nain oslanjanja: AOdnos a/b = 98.260Ivini normalni napon u limu 1 = -14.528 kN/cm2Ivini normalni napon u limu 2 = -12.334 kN/cm2Odnos 1/2 = 0.849Koeficijent izboavanja k_ = 4.310Ojlerov napon izboavanja lima _E = 30.368 kN/cm2Kritini napon izboavanja _cr = 130.89 kN/cm2Relativna vitkost ploe 'p= 0.428

Bezdim. koef. izboavanja _p= 1.000Korekcioni faktor c_ = 1.038Korekcioni faktor f = 0.000Relativni granini napon 'u = 1.000Granini napon izboavanja _u = 24.000 kN/cm2Faktorisani napon pritiska = 19.371 kN/cm2

Kontrola napona:

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Greda donjeg pojasa HOP [ ]100X100X4

TAP 167-37POPRENI PRESEK : HOP [] 100x100x4 [Set: 1]SRPS


z

y

10 0

1

0

0

4

[mm]

T


FAKTORI ISKORIENJA PO KOMBINACIJAMA OPTEREENJA

9. =0.79 15. =0.76 11. =0.7613. =0.46 17. =0.45 12. =0.4116. =0.40 14. =0.26 10. =0.248. =0.20


Maksimalni ugib tapa u = 46.398 mm(sluaj optereenja 15, na 900.0 cm od poetka tapa)


Raunska normalna sila N = 173.77 kNMomenat savijanja oko z ose Mz = 0.451 kNmMomenat savijanja oko y ose My = -0.002 kNmTransverzalna sila u y pravcu Ty = 0.018 kN

Sistemska duina tapa L = 1800.0 cm

TAP IZLOEN ZATEZANJU I SAVIJANJU

Normalni napon _max = 12.646 kN/cm2Doputeni napon _dop = 16.000 kN/cm2


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Bezdim. koef. izboavanja _p= 1.000Korekcioni faktor c_ = 1.250Kritini napon izboavanja _cr = 162.17 kN/cm2Relativni granini napon 'u = 1.000Granini napon izboavanja _u = 13.856 kN/cm2Faktorisani smiui napon = 0.019 kN/cm2

Kontrola napona:

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Greda ispune HOP [ ]60X60X3

TAP 44-37POPRENI PRESEK : HOP [] 60x60x3 [Set: 2]SRPS


z

y

60

6

0

3

[mm]

T



9. =0.85 15. =0.81 11. =0.7913. =0.46 17. =0.44 14. =0.2410. =0.22 8. =0.21 12. =0.1216. =0.10


Maksimalni ugib tapa u = 15.358 mm(sluaj optereenja 15, kraj tapa)

SLUAJ OPTEREENJA: 9FAKTOR SIGURNOSTI : 1.50DOPUTENI NAPON : 16.00MERODAVNI UTICAJI (kraj tapa)

Raunska normalna sila N = -67.992 kNMomenat savijanja oko z ose Mz = 0.033 kNmMomenat savijanja oko y ose My = -0.001 kNmTransverzalna sila u z pravcu Tz = -0.004 kNTransverzalna sila u y pravcu Ty = -0.007 kNSistemska duina tapa L = 136.67 cmDuina izvijanja oko z ose li,z = 136.67 cmDuina izvijanja oko y ose li,y = 136.67 cmKriva izvijanja za z osu CKriva izvijanja za y osu C



Poluprenik inercije i,z = 2.265 cmPoluprenik inercije i,y = 2.265 cmVitkost z = 60.331Vitkost y = 60.331Relativna vitkost 'z = 0.649Relativna vitkost 'y = 0.649Relativni napon ' = 0.643Koef.zavisan od oblika Mz = 0.563

Bezdimenzionalni koeficijent ,z = 0.756Bezdimenzionalni koeficijent ,y = 0.756Koeficijent poveanja uticaja Kmz = 0.773Koeficijent poveanja uticaja Kmy = 0.773Uticaj ukupne imperfekc. tapa Knz = 1.302Uticaj ukupne imperfekc. tapa Kny = 1.302Usvojen koef. poveanja uticaja Kmz = 1.000Usvojen koef. poveanja uticaja Kmy = 1.000Usvojen uticaj uk. imperfekc. Kn = 1.302Odnos h / b = 1.000

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Sleme 2xHOP [ ]160X50X4

Koeficijent izboavanja k_ = 5.348Ojlerov napon izboavanja lima _E = 47.450 kN/cm2Kritini napon izboavanja _cr = 253.75 kN/cm2Relativna vitkost ploe 'p= 0.234Bezdim. koef. izboavanja _p= 1.000Korekcioni faktor c_ = 1.250Kritini napon izboavanja _cr = 253.75 kN/cm2Relativni granini napon 'u = 1.000Granini napon izboavanja _u = 13.856 kN/cm2Faktorisani smiui napon = 0.002 kN/cm2

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Ronjaa HOP [ ]160X80X4

TAP 183-150POPRENI PRESEK : HOP [ 160x80x4 [Set: 5]SRPS


z

y

80

1

6

0

22

4

[mm]

T



15. =0.91 9. =0.90 11. =0.9013. =0.55 17. =0.54 14. =0.2910. =0.26 12. =0.19 8. =0.1816. =0.12


Maksimalni ugib tapa u = 33.835 mm(sluaj optereenja 15, na 240.0 cm od poetka tapa)


Raunska normalna sila N = -0.145 kNMomenat savijanja oko z ose Mz = 6.673 kNmMomenat savijanja oko y ose My = -0.721 kNmTransverzalna sila u z pravcu Tz = 0.161 kNTransverzalna sila u y pravcu Ty = -0.582 kNSistemska duina tapa L = 440.00 cmDuina izvijanja oko z ose li,z = 440.00 cmDuina izvijanja oko y ose li,y = 4.400 cmKriva izvijanja za z osu CKriva izvijanja za y osu C



Poluprenik inercije i,z = 6.327 cmPoluprenik inercije i,y = 2.529 cmVitkost z = 69.545Vitkost y = 1.740Relativna vitkost 'z = 0.748Relativna vitkost 'y = 0.019Relativni napon ' = 0.001Koef.zavisan od oblika Mz = 1.000

Bezdimenzionalni koeficijent ,z = 0.695Bezdimenzionalni koeficijent ,y = 1.000Koeficijent poveanja uticaja Kmz = 1.000Koeficijent poveanja uticaja Kmy = 1.000Uticaj ukupne imperfekc. tapa Knz = 1.269Uticaj ukupne imperfekc. tapa Kny = 1.000Koef.poveanja ut. od b.i. = 1.000Normalni napon od N (N) = 0.012 kN/cm2Normalni napon od Mz (Mz) = 10.932 kN/cm2Normalni napon od My (My) = 2.034 kN/cm2Maksimalni napon _max = 12.985 kN/cm2Merodavan je napon zatezanja (kn'=kn-2):Normalni napon od N (N) = 0.012 kN/cm2Normalni napon od Mz (Mz) = 10.932 kN/cm2Normalni napon od My (My) = 5.362 kN/cm2Maksimalni napon _max = 16.307 kN/cm2Doputeni napon _dop = 18.000 kN/cm2


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Relativna vitkost ploe 'p= 0.234Bezdim. koef. izboavanja _p= 1.000Korekcioni faktor c_ = 1.250Kritini napon izboavanja _cr = 253.45 kN/cm2Relativni granini napon 'u = 1.000Granini napon izboavanja _u = 13.856 kN/cm2Faktorisani smiui napon = 0.056 kN/cm2

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HALA 16.9. Statika