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Ulazni podaci - Konstrukcija

Izometrija Tower - 3D Model Builder 6.0

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Radimpex - www.radimpex.rs

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Ulazni podaci - Konstrukcija 0 8 . 4

5

0 0 . 6

0 8 . 4

0 8 A . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4

B

5.40 3

C 1 H_3 _ V 1

2

2

H_2 4

3

5

6

D

5.40

7

8

D 3 _ V

2 _ V

6.70 1

H_1

1 _ K

E

6.00

K _ 2 0

F K _3

1 C_

Dispozicija ramova Šema nivoa

0

Naziv

z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88

tavan VI sprat V sprat IV sprat III sprat II sprat

Tabela materijala

No Naziv materijala 1 Beton MB 30 2 Beton MB 35 3 Betoni MB 40

Setovi ploča No <1> <2> <3> <4> <5> <6>

d[m] 0.600 0.160 0.200 0.200 0.500 1.200

e[m] 0.300 0.080 0.100 0.100 0.250 0.600

1

2

h [m] 3.00 2.90 2.90 2.90 2.90 2.90 2.90

Tip proračuna Tanka ploča Tanka ploča Tanka ploča Tanka ploča Tanka ploča Tanka ploča

4

5

6

7

Naziv

I sprat prizemlje

z [m] 9.98 6.42 5.87 2.90 0.00 -1.50

I nivo garaza II nivo garaza

E[kN/m2] µ 3.150e+7 0.20 3.300e+7 0.20 3.400e+7 0.20 Materijal 1 2 2 2 2 1

3

[kN/m3] γ [kN/m3]

25.00 25.00 25.00

Ortotropija Izotropna Izotropna Izotropna Izotropna Izotropna Izotropna

αt[1/C]

1.000e-5 1.000e-5 1.000e-5

E2[kN/m2]

Em[kN/m2] 3.150e+7 3.300e+7 3.400e+7 G[kN/m2]

h [m] 3.56 0.55 2.97 2.90 1.50

µm 0.20 0.20 0.20

α

Setovi greda Set: 1 Presek: b/d=50/50, Fiktivna ekscentri ekscentričnost Mat. 2 3 - Betoni MB MB 40 40

0 5

T

A1 2.500e-1

A2 2.083e-1

A3 2.083e-1

I1 8.802e-3

I2 5.208e-3

I3 5.208e-3

A1 1.280e-1

A2 1.067e-1

A3 1.067e-1

I1 1.000e-10

I2 2.731e-4

I3 6.827e-3

3

50

[cm]

Set: 2 Presek: b/d=16/80, Fiktivna ekscentri ekscentričnost Mat. 2 1 - Beton MB 30 3

0 3 0 8

T

16

[cm]

Tower - 3D Model Builder 6.0

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5

0 0 . 6

0 8 . 4

0 8 A . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4

B

5.40 3

C 1 H_3 _ V 1

2

2

H_2 4

3

5

6

D

5.40

7

8

D 3 _ V

2 _ V

6.70 1

H_1

1 _ K

E

6.00

K _ 2 0

F K _3

1 C_

Dispozicija ramova Šema nivoa

0

Naziv

z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88

tavan VI sprat V sprat IV sprat III sprat II sprat

Tabela materijala

No Naziv materijala 1 Beton MB 30 2 Beton MB 35 3 Betoni MB 40

Setovi ploča No <1> <2> <3> <4> <5> <6>

d[m] 0.600 0.160 0.200 0.200 0.500 1.200

e[m] 0.300 0.080 0.100 0.100 0.250 0.600

1

2

h [m] 3.00 2.90 2.90 2.90 2.90 2.90 2.90

Tip proračuna Tanka ploča Tanka ploča Tanka ploča Tanka ploča Tanka ploča Tanka ploča

4

5

6

7

Naziv

I sprat prizemlje

z [m] 9.98 6.42 5.87 2.90 0.00 -1.50

I nivo garaza II nivo garaza

E[kN/m2] µ 3.150e+7 0.20 3.300e+7 0.20 3.400e+7 0.20 Materijal 1 2 2 2 2 1

3

[kN/m3] γ [kN/m3]

25.00 25.00 25.00

Ortotropija Izotropna Izotropna Izotropna Izotropna Izotropna Izotropna

αt[1/C]

1.000e-5 1.000e-5 1.000e-5

E2[kN/m2]

Em[kN/m2] 3.150e+7 3.300e+7 3.400e+7 G[kN/m2]

h [m] 3.56 0.55 2.97 2.90 1.50

µm 0.20 0.20 0.20

α

Setovi greda Set: 1 Presek: b/d=50/50, Fiktivna ekscentri ekscentričnost Mat. 2 3 - Betoni MB MB 40 40

0 5

T

A1 2.500e-1

A2 2.083e-1

A3 2.083e-1

I1 8.802e-3

I2 5.208e-3

I3 5.208e-3

A1 1.280e-1

A2 1.067e-1

A3 1.067e-1

I1 1.000e-10

I2 2.731e-4

I3 6.827e-3

3

50

[cm]

Set: 2 Presek: b/d=16/80, Fiktivna ekscentri ekscentričnost Mat. 2 1 - Beton MB 30 3

0 3 0 8

T

16

[cm]


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Ulazni podaci - Konstrukcija Set: 3 Presek: b/d=16/70, Fiktivna ekscentri ekscentričnost Mat. 2 1 - Beton MB 30

A1 1.120e-1

A2 9.333e-2

A3 9.333e-2

I1 1.000e-10

I2 2.389e-4

I3 4.573e-3

A1 8.000e-2

A2 6.667e-2

A3 6.667e-2

I1 1.000e-10

I2 1.707e-4

I3 1.667e-3

A1 6.400e-2

A2 5.333e-2

A3 5.333e-2

I1 1.000e-10

I2 1.365e-4

I3 8.533e-4

A1 1.000e-1

A2 8.333e-2

A3 8.333e-2

I1 9.981e-4

I2 2.083e-3

I3 3.333e-4

A1 1.600e-1

A2 1.333e-1

A3 1.333e-1

I1 3.605e-3

I2 2.133e-3

I3 2.133e-3

A1 1.000e-1

A2 8.333e-2

A3 8.333e-2

I1 1.273e-3

I2 5.208e-4

I3 1.333e-3

3

5 2 0 7

T

16

[cm]

Set: 4 Presek: b/d=16/50, Fiktivna ekscentri ekscentričnost Mat. 2 1 - Beton MB 30

3

5 1 0 5

T

16

[cm]


3

0 1 0 4

T

16

[cm]


0 2

T

3

50

[cm]


0 4

T

3

40

[cm]


0 4

T

3

25

[cm]


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Ulazni podaci - Konstrukcija Set: 9 Presek: b/d=25/50, Fiktivna ekscentričnost Mat. 2 1 - Beton MB 30

0 5

T

A1 1.250e-1

A2 1.042e-1

A3 1.042e-1

I1 1.788e-3

I2 6.510e-4

I3 2.604e-3

A1 1.600e-1

A2 1.333e-1

A3 1.333e-1

I1 3.605e-3

I2 2.133e-3

I3 2.133e-3

A1 3.500e-1

A2 2.917e-1

A3 2.917e-1

I1 1.633e-2

I2 7.292e-3

I3 1.429e-2

3

25

[cm]

Set: 10 Presek: b/d=40/40, Fiktivna ekscentričnost Mat. 2 1 - Beton MB 30

0 4

T

3

40

[cm]

Set: 11 Presek: b/d=50/70, Fiktivna ekscentričnost Mat. 2 2 - Betoni MB 35

0 7

T

3

50

[cm] 0 8 . 4

5

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

2.40 0 4 . 2

4

0 0 . 6

0 8 . 4

2.40

> 6 <

0 4 . 2

6.00

> 6 <

2.40 0 4 . 2

3

5.40

> 6 <

> 1 <

5.40

2

6.70

2.40 0 4 . 2

1

> 6 <

6.00 0

Nivo: II nivo garaza [0.00 m]


0

1

2

3

4

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5

6

7


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5

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4

} 5 {

3

5.40

} 5 {

> 4 <

5.40

2

6.70 1

6.00 0

0

1

2

3

4

5

6

7

Nivo: I nivo garaza [2.90 m] 0 8 . 4

5

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4

5.40 3

5.40 2

6.70 1 > 4 <

6.00 0

0

1

2

3

4

5

6

7

Nivo: [5.87 m] 0 8 . 4

5

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 M1=M2=M3=0

4

} M1=M2=M3=0 8 {

} 5 {

3

>

0 4 = < 3 M = 2 M = 1 M

0 = 3 M = 2 M = 1 M

2

M 1 = M 2 = M 3 = 0

M 1 = M 2 = M 3 = 0

5.40

} 5 {

> 4 <

5.40

6.70

M1=M2=M3=0 1 M1=M2=M3=0 6.00 0

0

1

2

3

4

5

6

7

Nivo: prizemlje [6.42 m] Tower - 3D Model Builder 6.0

Registered to rst


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Ulazni podaci - Konstrukcija 5

0 8 . 4

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4 {9}

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3 {9}

{2}

{9} 5.40

2 {8}

{2}

6.70

1 {8}

2 0 . 3

} {8} 8 {

6.00 0 0

1

2

3

4

5

6

7

Nivo: I sprat [9.98 m]

5

0 8 . 4

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4 {9}

{9}

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3 {9}

{2} {3}

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{8}

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6.70 1

{8} } 8 {

6.00 0 0

1

2

3

4

5

6

7

Nivo: II sprat [12.88 m]

5

0 8 . 4

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

0 0 . 6

0 8 . 4

6.00 4 {9}

{9}

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{3}

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{8}

} 3 { } 3 {

6.70 1

{8} } 8 {

6.00 0 0

1

2

3

4

5

6

7

Nivo: III sprat [15.78 m] Tower - 3D Model Builder 6.0

Registered to rst


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5

0 0 . 6

0 8 . 4

0 8 . 4

0 8 . 4

6.00 4 {9}

{9}

{4}

} 9 {

} 3 {

3

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2

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{8}

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6.70

1 {8}

} 8 {

6.00 0 0

1

2

3

4

5

N vo V spra 18 68 m

5

6.00 4 {9}

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{4}

<4

>

5.40

3 {9}

{3}

{9} 5.40

{3}

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6.70 1 {8}

6.00 0

N vo V spra 21 58 m

5

6.00 4 {9}

{9}

{4}

> 4 <

5.40 3 {9}

{3}

{9} 5.40

{3}

2 {8}

{8} 6.70 1

6.00 0

N vo V spra 24 48 m Tower - 3D Model Builder 6.0

Registered to rst


T o w e r 3 D M o d e l B u i l d e r 6 . 0

R a m : A

N i v o : [ 3 0 . 3 8 m ]

0

1

2

3

4

5

6

7

8

9

{1}

0

1 0

0

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1

2

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U l a z n i p o d a c i - K o n s t r u k c i j a

4.80

3 . 0 0

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R a d i m p e x w w w .r a d i m p e x .r s


8 / 1 1 7

R a m : H _ 3

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0

1

2

3

4

5

6

7

8

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< 5 >

{ 9 }

2

< 2 >

3

1 {11}

3

2

{1}

4.80

1

2

1

0

{1}

< 5 >

4.80


3

0

3 . 0 0

7

{10} 2 . 9 0

>

{10} 3 . 5 2

>

{10} 3 . 5 6


< {10} 2

>

{ < 2 4 >

< {10} 2

>

{ < 2 4 >

< {10} 2

>

{ < 2 4 >

< {10} 2

>

{ < 2 4 >

< {10} 2

>

{ < 2 4 >

< {10} 2

>

4.80

{ < 2 4 >

{10} } {10} } {10} } {10} } {10} } {10} } 3 2 2 2 2 2 2 . 9 0

. 9 0

. 9 0

. 9 0

. 9 0

. 9 0

. 0 0

9 / 1 1 7

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0 8 . 4

0 0 . 6

0 8 .

> 4 2 <

{3}

> 2 <

{3}

> 2 <

{3}

0 8 .

0 8 . 4

> 2 4 <

0 0 . 6

0 8 . 4

3.00

9 > 2 <

2.90

8 > 2 <

2.90

7

> 2 <

{3}

> 2 <

2.90

> 2 <

{3}

> 2 <

2.90

> 2 <

{3}

> 2 <

2.90

> 2 <

{3}

> 2 <

2.90

6

5

4

3 > 2 <

> 2 <

2 > <

2 > <

> 2 <

> 2 <

3.56

2 3.52

1

0

2.90

<1 >

0

1

2

3

4

5

6

7

Ram: H_2 10

> 2 <

> 2 <

3.00

> 2 <

> 2 <

2.90

> 2 <

> 2 <

2.90

> 2 <

> 2 <

2.90

9 {8}

} 1 {

8 {8} 7

} 1 {

{8}

} 1 { } 1 {

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0 8 . 4

0 0 . 6

0 8 .

0 8 .

> 4 2 <

{3}

> 2 4 <

> 2 <

{3}

> 2 <

> 2 <

{3}

0 8 . 4

0 0 . 6

0 8 . 4

3.00

9 2.90

8 > 2 <

2.90

7

> 2 <

{3}

> 2 <

> 2 <

2.90

{3}

> 2 <

2.90

> 2 <

{3}

> 2 <

2.90

> 2 <

{3}

> 2 <

2.90

6

5

4

3 > 2 <

> 2 <

2 > <

2 > <

> 2 <

> 2 <

3.56

2 3.52

1

0

2.90

<1 >

0

1

2

3

4

5

6

7

Ram: H_2 10

> 2 <

> 2 <

3.00

> 2 <

> 2 <

2.90

> 2 <

> 2 <

2.90

> 2 <

> 2 <

2.90

> 2 <

> 2 <

2.90

{8}

> 2 <

> 2 <

2.90

{8}

{2} 2 >

> 2 <

2.90

{8}

{2}

> 2 <

3.56

9 {8}

} 1 {

8 {8} {

7 {8} 6 {8} 5

} 1 { } 1 { } 1 {

4

<

3 > 2 <

2

> 5 <

> < 2

> 5 <

> 2 <

3.52

1 2.90

0

Ram D 10 3.00 9 2.90

8

2.90

7

2.90

6

2.90

5

2.90

4

2.90

3 > <2

3.56

2 > <2

<2

>

3.52

1

> 2 <

> <2

0

2.90

<1>

Ram H_1 Tower - 3D Model Builder 6.0

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Ulazni podaci - Konstrukcija 10 3.00 9 2.90 8 2.90

7 {8}

2.90

6 } 1 {

5

} 1 {

4

} 1 {

3

{8}

} 1 {

2.90 {8}

} 1 {

2.90 {8}

} 1 {

2.90 {8}

} 1 {

} 1 {

} 0 1 {

} 1 {

} 1 {

} 0 1 {

} 1 {

{8} 3.56

2

1

0

2 > <

3.52

> 2 <

2.90

Ram E 10 3.00 9 2.90 8 2.90 7 2.90 6 2.90 5 2.90 4 2.90 3 3.56 2 <2

>

3.52

1

> 2 <

2.90

0

Ram F 10 3.00 9 2.90 8 2.90 7 2.90 6 2.90 5 2.90 4 2.90 3 3.56 2 > <2

3.52

1 > <2

2.90

0

Ram C_1 Tower - 3D Model Builder 6.0

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Ulazni podaci - Konstrukcija 10 3.00 9 2.90 8 2.90 7 2.90 6 2.90 5 2.90 4 2.90 3 3.56 2 <2>

3.52 1 <2>

2.90 0

Ram: K_3 10 3.00 9 2.90 8 2.90 7 2.90 6 2.90 5 2.90 4 2.90 3 3.56 2 > < 2

3.52

1 > < 2

2.90

0

Ram: K_2 10 3.00 9 2.90 8 2.90 7 2.90 6 2.90 5 2.90 4 2.90 3 3.56 2 > < 2

3.52

1 > < 2

2.90

0

Ram: K_1 Tower - 3D Model Builder 6.0

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R a m : 6

R a m : 7

0

1

2

3

4

5

6

7

8

9

R a m : 8

0

1 0

1

< 2 >

0

3

4

5

6

7

8

9

1 0 0

< 2 >

1

2

3

4

5

6

7

8

9

1 0

0

0 {10}

{10}

{1}

{1}

{1}

{1}

{7}

{7}

{7}

{ 8 }

1

{7} R e g i s t e r e d t o r s t

2

{7}

{7}

{1}

6.00

6.00 { 8 }

{7} {7}

{ 8 }

{7} {7}

{ 8 }

{7} {7}

6.00 1

{

8 {7}

{10}

}

{7}

1

{10} 6.70

{7} { 8 }

{ 8 }

6.70

6.70

2

2

< 2 >

< 2 >

2 {10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{1}

{1}

5.40

5.40 3

5.40

3

5.40

4

3 {10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{1}

{1}

{1}

{1}

{1}

{1}

{1}

{1}

{1}

5.40

5.40 4

4 {11}

{11}

{11}

{1}

{1}

{1}

{1}

{1}

{1}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

{10}

< 2 >

{10}

6.00

6.00

5 9 0

3 {1} . 5 2

3 {1} . 5 6

2 {1} . 9 0

2 {1} . 9 0

2 {1} . 9 0

2 {1} . 9 0

2 {1} . 9 0

2 {1} . 9 0

3 . 0 0

{1}

2 . 9 0

{1}

3 . 5 2

{1}

3 . 5 6

{1}

2 . 9 0

{1}

2 . 9 0

{1}

2 . 9 0

{1}

2 . 9 0

{1}

2 . 9 0

{1}

2 . 9 0

6.00

G _ _ _ _ _ _

5 {1} 2 . 9 0

5 2 {1} .

< 2 >


3 . 0 0

{1} 3 . 5 2

{1} 3 . 5 6


{1} 2 . 9 0

{1} 2 . 9 0

{1} 2 . 9 0

{1} 2 . 9 0

{1} 2 . 9 0

{1} 2 . 9 0

3 . 0 0

1 3 / 1 1 7

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Ulazni podaci - Konstrukcija 10 > < 3

3.00

9 > 3 <

> < 3

{3} >

> < 3

{3} >

} 2 1 < {

8

> 3 <

} 2 1 < {

7 > 3 <

{3} {3} >

> < 3

{3} >

> 3 <

{3} {3} >

> < 3

{3} >

> 3 <

{3} {3} >

> < 3

{3} >

> 3 <

{3} {3} >

> < 3

{3} >

3 <

6

3 <

5

3 <

4

3

3 <

} 2 1 < { } 2 1 < { } 2 1 < { } 2 1 < {

> 3 <

> < 3

> 3 <

> < 3

> 3 <

{5}

> < 3

> < 3

0

<1>

> 3 <

{5}

}

1 2.90 { }

1 2.90 { }

1 2.90 {

2.90 {

2.90

3.56

> } 2 < 1

3.52

> } 2 < 1

2.90

{

1

{

> } 2 < 1 {

2

}

1 2.90

{

Ram 5 10 3.00 9

8

7

2.90

2.90

2.90

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Ulazni podaci - Konstrukcija 10 > < 3

3.00

9 > 3 <

> < 3

{3} >

> < 3

{3} >

} 2 1 < {

8

> 3 <

} 2 1 < {

7 > 3 <

{3} {3} >

> < 3

{3} >

> < 3

{3} {3} >

> < 3

{3} >

> 3 <

{3} {3} >

> < 3

{3} >

> 3 <

{3} {3} >

> < 3

{3} >

3 <

6

3 <

5

3 <

4

3

3 <

} 2 1 < { } 2 1 < { } 2 1 < { } 2 1 < {

> 3 <

> < 3

> 3 <

> < 3

> 3 <

{5}

> < 3

> < 3

0

> 3 <

<1>

{5}

}

1 2.90 { }

1 2.90 { }

1 2.90 {

2.90 {

2.90

3.56

> } 2 < 1

3.52

> } 2 < 1

2.90

{

1

{

> } 2 < 1 {

2

}

1 2.90

{

Ram 5 10 3.00 9 2.90

8

2.90

7

2.90

6

2.90 5 2.90

4

2.90

3 > <2

3.56

2 > <2

3.52

1 > <2

0

2.90

<2>

Ram V_2 10 3.00 9 2.90 8 2.90

7

2.90

6

2.90

5

2.90

4

2.90

3

3.56 2 3.52 1

0

2.90 <1

>

Ram V_1 Tower - 3D Model Builder 6.0

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Ulazni podaci - Konstrukcija 10 3.00 9 {5} >

{3} >

> 3 <

{3} >

} 2 1 < {

} 3 6 < {

8 {5} } 6 {

7

} 2 1 < {

{5} {5} > >

{3} >

> 3 <

{5} {5} > >

{3} >

> 3 <

{5} {5} > >

{3} >

> 3 <

{5} {5} > >

{3} >

> 3 <

3 <

6

3 <

5

3 <

4

3 <

3

} 2 1 < {

3 <

} 2 1 < {

3 <

} 2 1 < {

3 <

} 2 1 < {

3 <

> 2 } < 1

> < 3

{

2 > < 3

> 2 <

{5}

> < 3

0

> 2 <

< 2 >

{5}

2.90 { }

1 2.90 { }

1 2.90 {

2.90

2.90

3.56

> } 2 < 1

3.52

> } 2 < 1

2.90

{

1

2.90

{

Ram 4 10 3.00 9 2.90

8

2.90 7 2.90 6 2.90 5 2.90 4 2.90

3 > <2

3.56

2 > <2

3.52

1 > <2

0

2.90

<2>

Ram V_3 10 <

> 3

3.00

9 > <3

2.90

8 > 3 <

> <3

2.90

7 > <3

> <3

2.90

6 > <3

> <3

> <3

> <3

> <3

> <3

> <3

> 3 <

> <3

> 3 <

> <3

> <3

2.90

5

4

2.90

2.90

3 3.56

2 3.52

1

0

2.90

<1>

Ram 3 Tower - 3D Model Builder 6.0

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Ulazni podaci - Konstrukcija 10 3.00 9 {9} 8 {9} 2.34 7 {9} 6 {9} 5 {9} 4

} 1 {

}

1 2.90 {

} 1 {

1 2.90

}

} 1 {

1 2.90

} 1 {

1 2.90

1 {

1 2.90

{ } { } { } {

{9}

}

1 2.90 {

3 {9}

}

1 3.56 {

2 {8} }

1 3.52 {

1

}

1 2.90 {

0

Ram 2 10 3.00 9 > <3

> <3

> <3

> <3

> <3

> <3

> <3

> <3

> <3

> <3

> <3

> <3

2.90

8 2.90

7 2.90

6 2.90

5 2.90

4 2.90

3 < 3 >

< 3 >

3.56

2

}

1 {

1

3.52

2.90 0

Ram 1


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Ulazni podaci - Optere će nje Lista slučajeva optere ćenja No 1 2 3

g (g) p sx

Naziv

Opt. 1

Setovi numeri čkih podataka Površinsko optere ćenje (1,6,8-10)


pX [kN] 0.00 0.00 5173.39

pY [kN] pZ [kN] -29.56 -116924.96 -17.73 -18043.26 0.00 0.00

No 4 5

sy Komb.: I+II

Naziv

Površinsko opterećenje Opt. 2 1. p = -2.00 kN/m2 6. p = -5.00 kN/m2 8. p = -1.90 kN/m2 9. p = -1.00 kN/m2 10. p = -4.00 kN/m2

pX [kN] 0.00 0.00

pY [kN] pZ [kN] 5173.39 0.00 -47.29 -134968.21 Površinsko opterećenje 1. p = -2.00 kN/m2 2. p = -3.00 kN/m2 3. p = -3.00 kN/m2 4. p = -1.50 kN/m2 5. p = -1.50 kN/m2 7. p = -2.50 kN/m2 10. p = -4.00 kN/m2

Setovi numeri čkih podataka Površinsko opterećenje (1-5,7,10)

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Opt. 1

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Ulazni podaci - Optere će nje Linijsko opterećenje 1. p = -7.21 kN/m 2. p = -8.16 kN/m 3. p = -8.53 kN/m 4. p = -9.66 kN/m 5. p = -9.20 kN/m 6. p = -6.63 kN/m 7. p = -2.00 kN/m

Setovi numeri čkih podataka Linijsko optere ćenje (1-7)


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Modalna analiza Napredne opcije seizmičkog proračuna: Mase grupisane u nivoima izabranih tavanica Multiplikator krutosti oslonaca:

100.000

Faktori optere ćenja za prora čun masa No 1 g (g) 2 p

Naziv

Raspored masa po visini objekta Nivo

tavan VI sprat V sprat IV sprat III sprat II sprat I sprat prizemlje Ukupno:

Koeficijent

Z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88 9.98 6.42 13.25

X [m] 17.46 16.95 16.99 16.86 16.81 16.77 16.61 16.63 17.79 17.22

Položaj centara krutosti po visini objekta Nivo

tavan VI sprat V sprat IV sprat

Ekscentricitet po visini objekta Nivo

tavan VI sprat V sprat IV sprat

Periodi oscilovanja konstrukcije No 1 2 3

T [s]

0.6402 0.4588 0.3640


1.00 0.50

Y [m] Masa [T] 16.15 195.40 21.12 682.95 20.46 961.96 19.47 1045.51 18.81 1094.74 18.54 1116.08 18.52 1104.24 18.35 1176.87 13.44 5419.66 16.70 12797.42

T/m2 1.31 1.17 1.49 1.47 1.45 1.46 1.44 1.54 6.08

Z [m] 30.38 27.38 24.48 21.58 18.68

X [m] 17.92 10.02 8.66 9.33 9.43

Y [m] 15.45 15.78 16.11 16.16 16.20

III sprat II sprat I sprat prizemlje

Z [m] 30.38 27.38 24.48 21.58 18.68

eox [m] 0.46 6.92 8.34 7.53 7.37

eoy [m] 0.70 5.34 4.35 3.31 2.61

III sprat II sprat I sprat prizemlje

f [Hz]

Nivo

Z [m] 15.78 12.88 9.98 6.42

X [m] 9.61 9.61 11.83 28.67

Y [m] 16.19 16.19 12.26 15.40

Nivo

Z [m] 15.78 12.88 9.98 6.42

eox [m] 7.15 7.00 4.80 10.88

eoy [m] 2.35 2.33 6.10 1.97

1.5619 2.1796 2.7471

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Seizmi čk i prora ču n Seizmi čki proračun: JUS (Ekvivalentno statičko opterećenje) Kategorija tla: Seizmi čka zona: Kategorija objekta: Vrsta konstrukcije: Kota uklještenja: 15% sile iznad kote: Mase grupisane u nivoima izabranih tavanica Multiplikator krutosti oslonaca:

Ugao dejstva zemljotresa: sx sy

II VIII (Ks = 0.050) II 1 Zd = 0.00 m Zg = 30.38 m 100.000

Naziv

T [sec]

Raspored seizmi čkih sila po visini objekta (sx) Nivo

tavan VI sprat V sprat IV sprat III sprat II sprat I sprat prizemlje I nivo garaza II nivo garaza

Raspored seizmi čkih sila po visini objekta (sy) Nivo

tavan VI sprat V sprat IV sprat III sprat II sprat I sprat prizemlje I nivo garaza II nivo garaza

Raspored masa po visini objekta Nivo

tavan VI sprat V sprat IV sprat III sprat II sprat I sprat prizemlje I nivo garaza II nivo garaza Ukupno:


Z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88 9.98 6.42 5.87 2.90 0.00 -1.50 11.63

Z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88 9.98 6.42 5.87 2.90 0.00 -1.50 Σ=

S [kN] 946.99 549.38 692.27 663.30 601.20 517.83 418.19 343.29 420.99 0.00 0.00 0.00 0.00 5153.5

Z [m] 30.38 27.38 24.48 21.58 18.68 15.78 12.88 9.98 6.42 5.87 2.90 0.00 -1.50 Σ=

S [kN] 946.99 549.38 692.27 663.30 601.20 517.83 418.19 343.29 420.99 0.00 0.00 0.00 0.00 5153.5

X [m] 17.46 16.95 16.99 16.86 16.81 16.77 16.62 16.63 19.60 12.93 17.52 17.91 16.05 17.22

Y [m] Masa [T] 16.15 195.40 21.12 682.95 20.46 961.96 19.47 1045.51 18.81 1094.74 18.54 1116.08 18.52 1104.24 18.35 1161.47 13.28 1281.59 14.13 408.36 13.71 1299.22 13.35 2284.46 11.75 161.43 16.70 12797.42

0.640 0.459

α [°]

0.00 90.00

T/m2 1.31 1.17 1.49 1.47 1.45 1.46 1.44 1.52 1.44 5.47 1.18 2.04 2.26

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Stati čk i prora ču n Presečne sile u plo čama - Ekstremne vrednosti - Optere ćenje: 1-5 8077 2558 8077 2558 5267 5363 8451 6671 5267 8451 6503 6834 6214 6503 6834 6214 2287 5943 2287 2418 6503 6834 6214 6503 8077 6834 2558 8077 6214 2287 775 847 22821 775 847 23209 25113 17067 26870 27224 5943 5943 6503 2287 3622

Oznaka

LC 5 5 1 1 5 5 5 5 1 1 5 5 5 1 1 1 5 5 1 5 5 5 5 1 5 1 5 1 1 5 5 5 3 1 1 3 3 4 3 3 5 1 5 5 5

Nx [kN/m]

+1439.9 +1294.6 +1292.6 +1176.4 +1152.9 +1136.9 +1070.6 +1045.3 +1025.4 +995.88 -1643.1 -1499.2 -1463.5 -1460.2 -1344.3 -1286.2 -1218.5 -1206.1 -1141.7 -1140.4 |-1643.1| |-1499.2| |-1463.5| |-1460.2| |1439.9| |-1344.3| |1294.6| |1292.6| |-1286.2| |-1218.5|

407.61 548.66 549.67 382.47 507.85 407.51 487.11 260.47 436.77 371.55 -1206.1 -1061.9 -1643.1 -1218.5 -912.02

Ny [kN/m] 137.62 276.74 133.43 252.57 110.29 -577.24 -289.43 92.461 105.89 -237.38 -3776.3 -561.24 -679.88 -3376.9 -505.64 -602.96 -3672.3 -4701.4 -3349.5 -748.67 -3776.3 -561.24 -679.88 -3376.9 137.62 -505.64 276.74 133.43 -602.96 -3672.3 +2125.3 +2048.5 +2016.3 +1977.1 +1905.2 +1820.1 +1564.6 +1414.5 +1397.7 +1394.0 -4701.4 -4132.8 -3776.3 -3672.3 -3624.2

Presečne sile u gredama - Ekstremne vrednosti - Optere ćenje: 1-5 (11242 - 9170) (22097 - 20006) (13891 - 11242) (9434 - 7216) (24469 - 22097) (11242 - 9170) (22097 - 20006) (12002 - 9434) (13891 - 11242) (16629 - 13891) (7216 - 5652) (7216 - 5652) (4528 - 3414) (4528 - 3414) (18137 - 15862) (13959 - 11753) (23972 - 24744) (22009 - 23726) (13959 - 11753) (18137 - 15862) (15793 - 13573) (26013 - 24195) (19497 - 17290) (15793 - 13573) (26013 - 24195) (22914 - 20887) (29270 - 27777) (19497 - 17290) (22914 - 20887) (18599 - 16343) (7216 - 5652) (7216 - 5652) (4528 - 3414) (4528 - 3414) (22097 - 20006) (9434 - 7216) (9434 - 7216) (22097 - 20006) (23972 - 24744) (22009 - 23726)

Oznaka

LC 5 5 5 5 5 1 1 5 1 5 5 1 5 1 5 5 3 3 1 1 5 5 5 1 1 5 5 1 1 5 5 1 5 1 5 5 1 1 3 3

x [m] 2.900 2.900 3.520 0.917 3.520 2.900 2.900 3.560 3.520 3.560 2.900 2.900 2.900 2.900 2.900 2.900 1.180 1.180 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 0.917 0.917 2.900 0.000 0.000

Deformacija greda L.K.S. - Ekstremne vrednosti - Optere ćenje: 1-5 (24814 - 28271) (22887 - 26705)

Oznaka


LC 5 5

x [m] 2.600 2.519

Nxy [kN/m] -34.140 -19.378 -28.601 -18.848 -59.726 250.23 -620.21 210.95 -50.391 -546.05 -21.503 -750.92 763.68 -21.368 -674.46 680.08 -1257.8 1121.2 -1154.0 -821.51 -21.503 -750.92 763.68 -21.368 -34.140 -674.46 -19.378 -28.601 680.08 -1257.8 -349.08 -366.07 368.17 -324.68 -339.22 361.37 334.51 149.29 305.88 275.00 1121.2 990.00 -21.503 -1257.8 821.93 N1 [kN] |-3909.6| |-3752.9| |-3529.3| |-3412.1| |-3374.0| |-3372.0| |-3205.1| |-3192.5| |-3094.8| |-3089.9|

-2543.3 -2235.3 -1967.2 -1712.3 -2200.9 -2062.3 0.094 76.128 -1805.0 -1914.2 -509.08 -494.75 -472.29 -444.52 -430.34 -459.05 -478.44 -411.93 -399.36 -2651.2 -2543.3 -2235.3 -1967.2 -1712.3 -3752.9 -2253.7 -2012.9 -3205.1 7.946 67.857

u2 [mm] |-23.660| |-23.612|

8843 6503 2287 5652 8413 5943 5943 6503 2287 3622 8843 6503 2287 5652 8413 5943 5652 5943 6001 5652 6001 3622 3414 6214 16328 2287 2287 8843 8843 5848 2418 5848 2418 6834 3648 2287 2287 5943 5652 8843 5943 6001 5652 8843 5848

Oznaka

T2 [kN] 68.242 -87.464 -24.321 -95.850 26.452 62.152 -76.638 35.093 -20.517 -26.930 |-433.34| |-382.03| |-323.10| |-282.17| |-224.59| |-223.72| |209.80| |206.49| |-197.20| |-196.15|

21.034 -2.582 10.015 17.553 -0.171 9.268 -7.415 8.991 8.907 -8.157 -433.34 -382.03 -323.10 -282.17 -87.464 167.03 152.03 -76.638 206.22 196.68

(20866 - 24951) (18728 - 23026)

Registered to rst

LC 5 1 1 5 5 5 1 5 5 5 5 1 1 5 5 5 5 1 5 1 1 5 5 5 5 5 1 5 1 5 5 1 1 5 5 5 1 5 5 5 1 5 1 1 5

M2 [kNm] 81.083 89.181 -35.963 27.512 -24.849 72.512 79.652 4.840 -29.344 -18.678 61.622 53.579 29.456 25.027 20.909 9.177 0.039 -0.093 8.446 18.712 |-317.57| |-308.67| |-283.55| |-279.78| |-270.51| |-269.95| |-258.00| |-248.62| |-236.46| |229.68|

61.622 53.579 29.456 25.027 89.181 16.351 13.951 79.652 -0.115 0.242

Oznaka

Nx [kN/m] 951.09 -1460.2 -1141.7 -572.85 -400.51 -1206.1 -1061.9 -1643.1 -1218.5 -912.02 951.09 -1460.2 -1141.7 -572.85 -400.51 -1206.1 -572.85 -1061.9 417.44 -513.93 376.21 -912.02 -432.40 -1463.5 -649.49 -1218.5 -1141.7 951.09 876.61 678.32 -1140.4 624.69 -1069.9 -1499.2 449.56 -1218.5 -1141.7 -1206.1 -572.85 951.09 -1061.9 417.44 -513.93 876.61 678.32

Ny [kN/m] -3524.7 -3376.9 -3349.5 -3331.4 -3270.0 |-4701.4| |-4132.8| |-3776.3| |-3672.3| |-3624.2| |-3524.7| |-3376.9| |-3349.5| |-3331.4| |-3270.0|

-4701.4 -3331.4 -4132.8 -3068.5 -2929.6 -2743.1 -3624.2 -2565.5 -679.88 -2949.7 -3672.3 -3349.5 -3524.7 -3135.6 -3166.6 -748.67 -2780.8 -690.40 -561.24 -2449.6 -3672.3 -3349.5 -4701.4 -3331.4 -3524.7 -4132.8 -3068.5 -2929.6 -3135.6 -3166.6

Nxy [kN/m] -1033.9 -21.368 -1154.0 1053.2 -682.04 1121.2 990.00 -21.503 -1257.8 821.93 -1033.9 -21.368 -1154.0 1053.2 -682.04 +1121.2 +1053.2 +990.00 +961.77 +928.67 +861.71 +821.93 +774.57 +763.68 +731.65 -1257.8 -1154.0 -1033.9 -921.21 -879.47 -821.51 -772.42 -754.61 -750.92 -726.92 |-1257.8| |-1154.0| |1121.2| |1053.2| |-1033.9| |990.00| |961.77| |928.67| |-921.21| |-879.47|

M3 [kNm] -155.31 209.23 59.161 78.060 -50.498 -138.71 180.72 -105.73 49.785 35.641 424.68 373.87 318.93 277.79 143.52 145.39 -125.87 -119.84 128.07 125.23 -10.083 1.557 -4.957 -8.456 0.423 -4.610 2.542 -4.452 -4.396 19.075 |424.68| |373.87| |318.93| |277.79| |209.23| |200.92| |183.60| |180.72| |175.39| |171.83|

LC 5 5

x [m] 2.600 2.600

u2 [mm] |-23.349| |-22.904|


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Stati čk i prora ču n Deformacija greda L.K.S. - Ekstremne vrednosti - Optere ćenje: 1-5 Oznaka

(21150 - 24814) (16478 - 20998) (22887 - 19475)

LC 5 5 5

x [m] 5.400 2.600 0.930

Deformacija greda GLO - Ekstremne vrednosti - Optere ćenje: 1-5 Oznaka

(30971 - 29818) (29818 - 28400) (28268 - 26704) (28400 - 26813) (26704 - 24948)

LC 5 5 5 5 5

x [m] 0.000 0.000 0.000 0.000 0.000

u2 [mm] |-22.410| |-22.294| |-22.290|

Zp [mm] |-24.608| |-24.539| |-24.405| |-24.366| |-24.336|

Uticaji u površinskim osloncima - Ekstremne vrednosti - Optere ćenje: 1-5 6274 6617 6947 7293 7651 8016 8384 8768 8932 9166 6274 6617 6947 7293 7651 8016 8384 8768 8932 9166

Oznaka

LC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Deformacija čvorova: max. |Zp| Čvor 7928 7541 6826 7549

LC 5 5 5 5

Xp [mm] Yp [mm] Zp [mm] -28.940 -0.229 2.838 -28.691 -0.222 2.840 -0.215 2.834 -28.660 -28.645 -0.238 2.832

LC 3 3 3 3 LC 5 5 5 5

|219.43| |218.87| |218.42| |218.01| |217.62| |217.22| |216.82| |216.39| |216.20| |215.88|

219.43 218.87 218.42 218.01 217.62 217.22 216.82 216.39 216.20 215.88

Oznaka

LC 5 5 5

x [m] 5.400 1.137 5.400

u2 [mm]

LC 5 5 5 5 5

x [m] 0.000 0.000 0.000 0.000 0.000

Zp [mm]

|-22.290| |-22.059| |-22.018|

|-24.178| |-24.092| |-23.942| |-23.932| |-23.882|

s,tla [mm] -21.943 -21.887 -21.842 -21.801 -21.762 -21.722 -21.682 -21.639 -21.620 -21.588 |-21.943| |-21.887| |-21.842| |-21.801| |-21.762| |-21.722| |-21.682| |-21.639| |-21.620| |-21.588|

LC 5 5 5 5

Xp [mm] Yp [mm] Zp [mm] -28.623 -0.228 2.834 -28.581 -0.202 2.834 -0.211 2.840 -28.538 -28.335 -0.200 2.840

Čvor 6135 6466

LC 5 5

Xp [mm] Yp [mm] -0.188 2.833 -0.187 2.840

Yp [mm] Zp [mm] -2.744 0.049 -2.675 0.089 -2.468 0.079 -2.606 0.108

Čvor 34324 34266 34379 34393

LC 3 3 3 3

Xp [mm]

Yp [mm] Zp [mm] -2.537 0.104 -2.384 0.039 -2.826 -0.011 -2.907 -0.049

Čvor 34362 34402

LC 3 3

Xp [mm]

Xp [mm] Yp [mm] Zp [mm] 14.939 1.204 -16.559 1.233 -15.472 14.938 14.938 1.308 -13.477 14.938 1.283 -14.080

Čvor 31863 32252 32373 32509

LC 5 5 5 5

Xp [mm] Yp [mm] Zp [mm] 14.938 1.258 -14.717 1.174 -17.868 14.938 14.936 1.145 -19.186 14.935 1.113 -20.500

Čvor 32646 31955

LC 5 5

Xp [mm] Yp [mm] Zp [mm] 14.933 1.079 -21.601 1.233 -15.461 14.932

Xp [mm]

9.036 9.036 9.036 9.036

Deformacija čvorova: max. |Yp| Čvor 32124 31993 31551 31713

[kN/m2]

(24948 - 23023) (26813 - 25064) (32366 - 31621) (23023 - 20995) (31621 - 30627)

Oznaka

Čvor 7182 6480 7175 6817

Deformacija čvorova: max. |Xp| Čvor 34373 34358 34303 34342

σ,tla

(19035 - 22887) (20866 - 17272) (16801 - 20866)


9.036 8.999 8.986 8.986

Registered to rst

8.986 8.986

Zp [mm] -28.269 -27.981

Yp [mm] Zp [mm] -2.744 0.052 -2.988 -0.055


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Stati čk i prora ču n

Opt. 5: I+II

159.50

σ,tla

[kN/m2] 111.75 118.57 125.40 132.22 139.04 145.86 152.69 159.51

111.75

Nivo: [-1.50 m] Uticaji u pov. osloncu: max σ,tla= 159.50 / min σ,tla= 111.75 kN/m2


Registered to rst


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Opt. 5: I+II

] 2 m 2 2 3 3 3 3 4 4 / 2 8 4 0 6 2 8 4 N . . . . . . . . k 6 3 1 9 6 4 1 9 [ 2 5 8 0 3 6 9 1 1 1 1 1 2 a l t ,


σ

2 2 . 6 2

5 0 . 3 1 2

3 4 . 9 1 2

Nivo: II nivo garaza [0.00 m] Uticaji u pov. osloncu: max σ,tla= 219.43 / min σ,tla= 26.22 kN/m2 Tower - 3D Model Builder 6.0

Registered to rst


G______

Opt. 3: sx

-179.35

Stati čk i prora ču n σ,tla

[kN/m2] -179.35 -143.48 -107.61 -71.74 -35.87 0.00 27.79 55.58

44.93

55.58

48.76

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Opt. 3: sx


[kN/m2] -179.35 -143.48 -107.61 -71.74 -35.87 0.00 27.79 55.58

-179.35

44.93

55.58

48.76

Nivo: [-1.50 m] Uticaji u pov. osloncu: max σ,tla= 55.58 / min σ,tla= -179.35 kN/m2 Opt. 3: sx

171.46

σ,tla

[kN/m2] -188.08 -141.06 -94.04 -47.02 0.00 60.03 120.06 180.09

122.85

-188.08

180.08

Nivo: II nivo garaza [0.00 m] Uticaji u pov. osloncu: max σ,tla= 180.08 / min σ,tla= -188.08 kN/m2 Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 4: sy


[kN/m2] -147.09 -110.32 -73.54 -36.77 0.00 146.44 48.82 97.63 146.45

-147.09

-141.22

Nivo: [-1.50 m] Uticaji u pov. osloncu: max σ,tla= 146.44 / min σ,tla= -147.09 kN/m2 Opt. 4: sy

101.51

111.10

119.31

148.24

-173.11

-168.98

σ,tla

[kN/m2] -173.12 -129.84 -86.56 -43.28 0.00 49.41 98.83 148.24

Nivo: II nivo garaza [0.00 m] Uticaji u pov. osloncu: max σ,tla= 148.24 / min σ,tla= -173.11 kN/m2 Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 3: sx

9.04 8.91

8.91

8.94

8.94

9.04 8.99

8.77

Xp [m]/1000 6.24 6.64 8.99 7.04 7.44 7.84 8.24 8.64 9.04

6.25

Nivo: tavan [27.38 m] Uticaji u plo či: max Xp= 9.04 / min Xp= 6.25 m / 1000 Opt. 3: sx -2.74

1.08

Yp [m]/1000 -3.35 -2.68 -2.01 -1.34 -3.34 -0.67 0.00 0.55 1.09

1.08 -3.34

-3.16

1.09

Nivo: tavan [27.38 m] Uticaji u plo či: max Yp= 1.09 / min Yp= -3.34 m / 1000 Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 4: sy

8.61 2.15 0.95

Yp [m]/1000 0.95 2.21 3.48 9.79 4.74 6.01 7.27 8.54 9.79 9.80

9.79

9.41

0.95

Nivo: tavan [27.38 m] Uticaji u plo či: max Yp= 9.79 / min Yp= 0.95 m / 1000 Opt. 4: sy - 4. 05 -3.92

-3.91

-3.91

-3.91

-3.64

- 4. 05 -3.95

Xp [m]/1000 -4.05 -3.24 -3.95 -2.43 -1.62 -0.81 0.00 0.66 1.32

1.31

Nivo: tavan [27.38 m] Uticaji u plo či: max Xp= 1.31 / min Xp= -4.05 m / 1000 Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 5: I+II

- 2 1 2 .3 5 - 1 6 9 .2 2

- 4 5 4 .4 8 - 1 6 5 .4 8

- 4 6 5 .8 4

- 6 9 5 .8 6

- 9 3 8 .2 5

- 1 3 5 .5 5

- 1 1 8 5 .0 0

- 3 4 1 .8 7

- 1 4 4 0 .8 9

- 5 4 7 .6 1

- 8 1 2 .2 7 - 1 1 8 4 .8 8 - 1 5 6 0 .7 6 - 1 9 4 5 .8 5 - 2 3 4 1 .0 5

- 3 6 2 .4 8

- 8 0 6 .5 1 - 1 2 5 7 .0 0 - 1 7 1 4 .0 7 - 2 1 8 0 .7 3 - 2 6 5 7 .3 1

- 3 1 9 2 .4 6

- 2 7 5 7 .9 6

- 1 - 7 1 1 9 4 3 .5 4 .6 3 1

- 6 0 7 .3 0

- 8 0 6 .5 - 9 0 8 9 .5 3 - 1 2 4 8 .8 - 1 3 2 4 8 .6 8 - 1 6 9 6 .1 - 1 4 5 0 7 .0 0 - 2 1 4 9 .9 3 - 1 7 8 7 .0 - 8 2 6 1 3 .0 8 - 1 6 7 .2 2

- 8 1 4 .3 7 - 1 1 1 3 .5 1

- 1 4 1 1 .4 7 - 1 7 0 7 .9 9

- 1 9 9 6 .6 0

- 3 - 9 6 0 7 9 5 .. - 6 0 6 0 2 7 3 .9 1 - 1 0 4 5 .3 4

- 3 0 3 .5 7

- 5 4 9 .2 6

- 5 1 4 .4 0

- 3 - 5 5 2 5 9 5 ..3 - 1 3 3 3 0 4 .0 9

- 3 1 3 .2 8

- 5 3 2 .9 0 - - 3 1 8 5 3 2 .4 9 .9 6 0

- 3 6 7 .5 - 7 3 3 0 .4 0

- 3 0 8 9 - .8 3 6 8 7 .8 - 1 1 1 0 .9 2

- 7 5 2 .6 9

- 1 2 0 8 .8 8

- 2 1 3 .3 1

- 4 7 1 .0 7

- 2 5 4 .7 2

- 4 8 8 .9 7

- 6 5 9 .9 8

- 7 8 - 4 1 .3 0 7 1 2 .6 9

- 8 9 9 .9 7

- 1 0 5 6 - .0 1 1 1 5 1 .6 9

- 4 3 3 .7 7

- 1 9 9 .4 - 2 4 2 1 .3 - 7 6 8 3 .2 - 5 0 3 - 8 4 .8 8 7 5 .3 - 9 6 5 4 .8 - 5 9 3 3 .0 - 7 5 4 - 7 7 .3 7 3 5 .7 - 8 8 8 - 8 1 .3 - 6 1 7 9 1 . 8 - 3 3 0 .1 1 1 - 6 5 1 0 - 0 .3 5 5 9 5 .8 9 . - 1 0 1 3 1 2 - 3 3 .1 - 1 9 9 4 0 . 3 - 2 3 6 .6 1 5 - 6 7 - 1 9 1 3 .2 5 4 1 1 .1 2 . - 1 9 9 4 3 5 - 6 6 .8 1 5 - .8 5 - 1 1 9 8 6 8 - 7 6 1 - 8 .0 6 2 .6 2 4 0 1 0 . .5 4 6 4 9 - - 1 8 6 4 0 3 - 2 ..1 2 4 4 5 1 1 3 - .0 3 3 0 - 0 1 . 9 9 1 9 4 - .3 1 0 9 7 2 .7 6 - 2 - 8 4 7 1 6 8 .5 .8 5 2 - 1 3 0 3 .2 2 - 5 - 0 3 5 3 .1 7 4 4 .0 0 - 1 5 3 4 .5 9 - 3 7 - 5 5 2 9 .8 2 .8 5 4

- 5 4 7 .7 8

- 3 0 0 .4 9

- 5 0 3 .2 4

- 1 8 7 .6 8

- 2 5 0 .9 1

- 5 8 0 .1 5

- 9 1 0 .1 6

- 1 2 4 1 .5 1 - 1 5 7 5 .0 1 - 1 9 1 2 .7 8

- 2 2 2 2 .1 5

- 1 1 9 .0 3

- 3 0 1 .5 4

- 4 8 3 .2 4

- 6 6 4 .1 7

- 8 4 4 .0 5

- 9 9 7 .0 4

- 1 1 6 7 .9 4

- 1 9 5 1 .8 2

- 1 1 0 3 .9 9 - 2 2 2 .0 4

- 4 0 5 .7 0

- 1 8 4 .0 6

- 5 1 6 .3 7

- 9 5 0 .6 0

- 2 2 2 5 .2 1

- 7 7 9 .5 2

- 9 2 0 .7 5

- 8 7 3 .9 1

Grupa: Stubovi Uticaji u gredi: max N1= 163.48 / min N1= -3909.60 kN Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 5: I+II

- 1 0 .6 3

- 7 .1 5

- 9 .3 6

- 1 0 .4 5

- 9 .1 2

- 7 .9 9 - 6 .7 1

- 7 .8 8

- 6 .4 1 - 9 .6 5

- 7 .7 4

- 8 .8 9

- 1 1 .1 7

- 4 .6 7

- 4 .1 8

- 3 .3 3

- 7 .6 6

- 6 .1 2 - 6 .6 0 - 7 .2 0

- 3 .8 0

- 1 0 .7 2

- 4 .4 2

- 3 .4 3 - 3 .0 6

- 3 .8 0

- 2 .5 4 - 3 .1 5

- 8 .9 0 - 3 .6 8

- 5 .4 6

Grupa: Stubovi Uticaji u gredi: max σ,0= 0.74 / min σ,0= -13.76 MPa Tower - 3D Model Builder 6.0

Registered to rst


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Opt. 1: g (g)

Mx [kNm/m] Opt. -289.78 -144.89 0.00 171.59 343.18 514.76 686.35 857.94

1: g (g)

710.32 -320.53

-264.03

-253.85

-289.77 -226.39 787.69 763.90 -178.06

841.55

-252.52

My [kNm/m] -412.88 -206.44 0.00 167.52 335.03 502.55 670.06 837.58

-261.03 857.93 -163.88

-366.89 - 412 .8 8 - 40 2. 76 -395.98 -381.02 -297.03 732.84

837.58

-406.44 -408.01 759.43

698.70-227.11

706.42

-198.08 -179.36 -309.16

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max Mx= 857.93 / min Mx= -289.77 kNm/m Opt. 2: p

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max My= 837.58 / min My= -412.88 kNm/m [kNm/m] Opt. 2: p

Mx -39.65 0.00 25.54 51.07 76.61 102.14 127.68 153.21

-0.26 -8.23

-10.84

-3.80 -34.40

-3.33

-39.65130.07 -24.33 -30.87

-16.13

-43.83

-34.72 -21.19

-37.52 153.21 -19.88 -13.09

-51.12

-58.78 -59.02 -52.47 -42.51 137.28

-58.76

My [kNm/m] -60.54 -30.27 0.00 27.46 54.91 82.37 109.82 137.28

-60.54 -60.20 134.66

-1.97 -35.49

-8.74

-33.55

-8.35 -16.69

-1.64 -3.77 -27.42

-28.41

-25.33

-0.21 -13.51 -5.59-15.87

-20.89

-18.56 -7.88

-9.94

-11.06 -9.50 -10.06

-7.51

-8.46 -4.33 -1.25 -0.37

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max Mx= 153.21 / min Mx= -39.65 kNm/m Tower - 3D Model Builder 6.0

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max My= 137.28 / min My= -60.54 kNm/m Registered to rst


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Opt. 3: sx

Mx [kNm/m] Opt. -104.72 -69.81 -34.91 0.00 28.98 57.95 86.93 115.90

3: sx

My [kNm/m] -107.34 -71.56 -35.78 0.00 44.60 89.20 133.79 178.39

-84.72

-99.04

-82.34

115.89

-75.68

113.96

-107.34

-92.47 -104.72 -80.81

178.39

-75.33 -83.36

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max Mx= 115.89 / min Mx= -104.72 kNm/m Opt. 4: sy

138.93

-149.99

Mx -150.00 -112.50 -75.00 -37.50 0.00 46.31 92.62 138.93

131.12

118.08

-126.59

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max Mx= 138.93 / min Mx= -149.99 kNm/m Tower - 3D Model Builder 6.0

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max My= 178.39 / min My= -107.34 kNm/m [kNm/m] Opt. 4: sy

-116.21

My [kNm/m] -116.21 -77.47 -38.74 0.00 29.52 59.05 88.57 118.09

99.96

-100.37

Nivo: II nivo garaza [0.00 m] Uticaji u plo či: max My= 118.08 / min My= -116.21 kNm/m Registered to rst


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Opt. 6: 1.6xI+1.8xII

Mx [kNm/m] Opt. -160.45 -133.71 -106.97 -80.22 -53.48 -26.74 0.00 33.54

0.79 0.59

0.45 0.351.22 5.05 0.22

1.01 0.95

19.65

2.03 1.24

18.85

8.20

31.51 -138.95 18.44

18.47

31.28

36.71

10.72 5.88

1.96

30.51

38.98

7.74

31.12

30.41

30.33

-142.19

4.87

15.89 29.09

My [kNm/m] -157.47 -131.22 -104.98 -78.73 -52.49 -26.24 0.00 41.25

0.94 1.76

8.62 8.33

2.29

6: 1.6xI+1.8xII

17.75

21.15

24.22

6.21 19.43

4.97

18.07

22.01

41.24

3.61

31.20

28.52

-141.93

7.84 10.74 35.35 5.93 0.72 10.80 6.05

22.49

20.97 0.99

21.12

22.26

4.89 9.22

27.18

2.77

17.03

4.60 3.41

9.61

18.78

0.30

33.53 -160.45 18.24

30.20

3.88 5.58

0.95 2.53

14.98

-157.46 20.40

11.19 29.28

17.87 7.11

32.10

18.33

-136.45 17.75

16.19

15.82

13.68 12.96

31.56

11.41

32.82

28.38 12.70

19.37 17.19

16.10

14.40

26.50 13.54

1.19

26.32 7.70

7.41

4.04

3.82

10.09

1.21 4.00

16.27

0.28 4.31

Nivo: I nivo garaza [2.90 m] Uticaji u plo či: max Mx= 33.53 / min Mx= -160.45 kNm/m Opt. 6: 1.6xI+1.8xII

3.12

0.19

Nivo: I nivo garaza [2.90 m] Uticaji u plo či: max My= 41.24 / min My= -157.46 kNm/m [kNm/m] Opt. 6: 1.6xI+1.8xII

Mx -116.53 -97.11 -77.69 -58.27 -38.84 -19.42 0.00 30.18

4.47

2.14 0.60

My [kNm/m] -177.19 -147.66 -118.13 -88.59 -59.06 -29.53 0.00 43.32

8.54 17.14

20.66 18.87 -100.99

43.32

39.15 20.49

-116.53 30.17

25.41

Nivo: [5.87 m] Uticaji u plo či: max Mx= 30.17 / min Mx= -116.53 kNm/m Tower - 3D Model Builder 6.0

-176.65 -177.19

Nivo: [5.87 m] Uticaji u plo či: max My= 43.32 / min My= -177.19 kNm/m Registered to rst


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Mx [kNm/m] Opt. -319.24 -255.39 -191.54 -127.70 -63.85 0.00 63.07 126.14

6: 1.6xI+1.8xII

My [kNm/m] -203.50 -162.80 -122.10 -81.40 -40.70 0.00 46.70 93.39

54.86

-168.71 M1=M2=M3=0

M1=M2=M3=0

M1=M2=M3=0

M1=M2=M3=0

126.13 M 1 = M 2 102.25 = 0 M = 3 3 = M 0 = 2 M = 1 M

0 = 3 M = 2 M = 1 M

93.38

M 1 = M 2 = M 3 = 0

-167.17 0 0 = 3 M = 2 M = 1 59.71 M

-319.2379.13 79.16 M1=M2=M3=0

-203.49

46.92

-184.17

57.45 72.40 M1=M2=M3=0

Nivo: prizemlje [6.42 m] Uticaji u plo či: max Mx= 126.13 / min Mx= -319.23 kNm/m Opt. 6: 1.6xI+1.8xII

38.13

Nivo: prizemlje [6.42 m] Uticaji u plo či: max My= 93.38 / min My= -203.49 kNm/m [kNm/m] Opt. 6: 1.6xI+1.8xII

Mx -150.81 -120.65 -90.49 -60.32 -30.16 0.00 21.17 42.34 36.67

39.78

29.15

28.20 -150.8038.15

35.73

-133.43

21.92 28.54 24.62

My [kNm/m] -164.93 -131.94 -98.96 -65.97 -32.99 0.00 25.56 51.12

29.74 -145.04

38.23

21.46-126.49 25.42

M 1 = M 2 = M 3 = 0

M1=M2=M3=0

M1=M2=M3=0

34.05 -131.50

= 3 M = 2 M = 1 M

M 1 = M 2 = M 3 = 0

40.08

40.26

37.11

39.99

-164.92

-135.31

28.92

51.11

31.67 35.46

26.06 29.42

33.65

29.71

30.94 32.40 27.83 -126.83 42.33

Nivo: I sprat [9.98 m] Uticaji u plo či: max Mx= 42.33 / min Mx= -150.80 kNm/m Tower - 3D Model Builder 6.0

-158.64

Nivo: I sprat [9.98 m] Uticaji u plo či: max My= 51.11 / min My= -164.92 kNm/m Registered to rst


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Mx [kNm/m] Opt. -144.11 -115.29 -86.47 -57.64 -28.82 0.00 20.48 40.96

40.03 31.28 -125.92

6: 1.6xI+1.8xII

2.07

40.51 27.14

37.78

22.47

29.71 -144.11

27.49

-139.86 39.74-131.32

1.51 0.88

1.69

32.94

22.30-115.73 28.41

My [kNm/m] -167.51 -139.59 -111.67 -83.75 -55.84 -27.92 0.00 41.81

35.82

1.90

41.80

34.78

27.17

40.29

4.40

28.35

4.60

2.86

1.16 1.05

1.83

35.16

38.47

37.40

-155.99

-141.71

1.28 1.450.49

33.74

4.63

24.77 22.88

2.55

33.14 36.00

14.01 5.41

10.30 3.13

29.03 28.96 0.55

32.52

7.27 2.15

4.53

10.08

7.85 32.92

28.74 -131.14 40.96

-167.50 1.49 0.69

Nivo: II sprat [12.88 m] Uticaji u plo či: max Mx= 40.96 / min Mx= -144.11 kNm/m Opt. 6: 1.6xI+1.8xII

40.19 31.58

Nivo: II sprat [12.88 m] Uticaji u plo či: max My= 41.80 / min My= -167.50 kNm/m [kNm/m] Opt. 6: 1.6xI+1.8xII

Mx -155.49 -129.58 -103.66 -77.75 -51.83 -25.91 0.00 40.88 40.85

27.16

37.49

22.32

29.65 -155.48

33.15

14.99

22.61

My [kNm/m] -169.95 -135.96 -101.97 -67.98 -33.99 0.00 25.27 50.54

28.29

27.10

36.03

19.26 -134.55 39.86-135.47 12.62

1.92

34.79

41.87

40.42

35.22

39.27

-151.15

-145.31

33.78

50.53

32.93 35.50

25.03 23.76

27.27

7.33

0.41

29.24

5.60

29.21

12.76

11.21

28.87

32.43

18.69 26.36

18.57

18.06 8.62

33.21 0.87

28.61

0.22 -131.26 40.87

19.80

17.67

6.46

-169.95

6.39 5.70

Nivo: III sprat [15.78 m] Uticaji u plo či: max Mx= 40.87 / min Mx= -155.48 kNm/m Tower - 3D Model Builder 6.0

Nivo: III sprat [15.78 m] Uticaji u plo či: max My= 50.53 / min My= -169.95 kNm/m Registered to rst


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Mx [kNm/m] Opt. -159.00 -132.50 -106.00 -79.50 -53.00 -26.50 0.00 41.05

40.31 31.41

6: 1.6xI+1.8xII

41.05 27.21

37.17

22.31

29.66 -159.00

33.19

15.14

23.03

My [kNm/m] -147.59 -118.07 -88.55 -59.04 -29.52 0.00 25.09 50.19

28.18

26.77

19.34

39.99-138.45

7.90

36.21

41.90

40.30

-121.86

1.91

34.88

35.18

39.20

-147.32

-147.59

33.89

50.19

32.99

35.58

25.35 24.05

27.42

7.32

0.64

29.75

10.02

29.25

12.62

-119.34-130.94

11.09

32.11

28.70

18.17 18.60 1.87

18.17

31.15

34.27 10.40

1.68

34.88

18.21

17.49

1.69

31.40

4.57

15.51

Nivo: IV sprat [18.68 m] Uticaji u plo či: max Mx= 41.05 / min Mx= -159.00 kNm/m Opt. 6: 1.6xI+1.8xII

40.50 31.36

Nivo: IV sprat [18.68 m] Uticaji u plo či: max My= 50.19 / min My= -147.59 kNm/m [kNm/m] Opt. 6: 1.6xI+1.8xII

Mx -160.87 -134.06 -107.25 -80.44 -53.62 -26.81 0.00 41.30

41.30 27.16

37.10

22.27

29.70 -160.86

33.31

15.47

23.32

28.10

26.54

19.41

40.09-140.36

7.10

27.80

0.36

13.35

29.45

34.84

9.08

41.99

40.38

35.27

39.29

-144.51

-149.10

33.82

50.26

32.93 35.52

12.50

-131.54

10.90 10.55

17.13

36.42

4.34

1.90

25.66 24.36

My [kNm/m] -149.11 -119.29 -89.47 -59.64 -29.82 0.00 25.13 50.26

29.85

32.53

34.92

36.22

19.25

20.11 25.19 20.35

32.27

15.80

1.86

17.23 19.08

Nivo: V sprat [21.58 m] Uticaji u plo či: max Mx= 41.30 / min Mx= -160.86 kNm/m Tower - 3D Model Builder 6.0

3.48

Nivo: V sprat [21.58 m] Uticaji u plo či: max My= 50.26 / min My= -149.10 kNm/m Registered to rst


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Mx [kNm/m] Opt. -162.89 -130.31 -97.73 -65.16 -32.58 0.00 28.48 56.96

40.22

6: 1.6xI+1.8xII

My [kNm/m] -149.24 -119.39 -89.54 -59.70 -29.85 0.00 25.03 50.06

41.05

30.99

36.65

29.76 -162.88

33.06

36.19

41.89

40.25

40.05-140.66

35.04

35.01

39.05

-142.26

-149.23

33.99

50.05

33.00 35.67

28.61

-132.22 32.04

25.95 56.96

32.85

Nivo: VI sprat [24.48 m] Uticaji u plo či: max Mx= 56.96 / min Mx= -162.88 kNm/m Opt. 6: 1.6xI+1.8xII

20.33 -101.9036.29-102.61 22.33

22.73

Nivo: VI sprat [24.48 m] Uticaji u plo či: max My= 50.05 / min My= -149.23 kNm/m [kNm/m] Opt. 6: 1.6xI+1.8xII

Mx -124.27 -99.42 -74.56 -49.71 -24.85 0.00 18.95 37.89

35.92 21.85 -107.22

21.67 -108.39

-133.09

34.47

21.60

20.06

19.89

38.89

20.70 -114.09 37.89-124.26

19.65

36.27

38.82

33.43

-133.82

22.65

27.64 22.55

19.5720.26

-122.71

31.14


37.43

22.21 27.65

Nivo: tavan [27.38 m] Uticaji u plo či: max Mx= 37.89 / min Mx= -124.26 kNm/m

37.85

-128.83

21.99

23.61

My [kNm/m] -133.83 -107.06 -80.30 -53.53 -26.77 0.00 19.45 38.90

Nivo: tavan [27.38 m] Uticaji u plo či: max My= 38.89 / min My= -133.82 kNm/m Registered to rst


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G______



Mx [kNm/m] Opt. -126.59 -101.27 -75.95 -50.64 -25.32 0.00 20.98 41.96

-126.59

6: 1.6xI+1.8xII

My [kNm/m] -108.05 -86.44 -64.83 -43.22 -21.61 0.00 17.43 34.85

-108.04 41.95

34.85 33.61 37.83

Nivo: [30.38 m] Uticaji u plo či: max Mx= 41.95 / min Mx= -126.59 kNm/m Op 1 g (g)

9 3 . 7 0 1 -

7 4 . 1 9 -

8 2 . 2 1 -

-55.44

3 5 . 7 7 -

9 6 . 4 4

Nivo: [30.38 m] Uticaji u plo či: max My= 34.85 / min My= -108.04 kNm/m Op 2 p

-10.25 4 9 32.64 . 6 4

-

6.24

-47.55

-7.97 1 9 . 6 3 -

9 6 . 7 -

0 9 . 9 4

6 3 . 2 2

-12.30

-2.68 2.71

21.20 -55.10

N vo spra 9 98 m U ca u gred max M3= 63 02 m n M3= -107 39 kNm


-5.02

N vo spra 9 98 m U ca u gred max M3= 8 99 m n M3= -18 47 kNm

Registered to rst


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G______


Op 3 sx

Op 4 sy

0 1 . 4 3 -

9 6 . 3 3 -

-5.74 8 0 . 2 1

3 7 . 5 3 -

2 6 . 0 3 -

5 6 . 3 3

-5.77

2.64 4 9 . 0 1 -

5.54

4 2 . 0 3

3 1 . 8 3

7 2 . 3

4.96

-10.13

-3.89

6.80 7.16

-10.02

-15.75

. 3

N vo spra 9 98 m U ca u gred max M3= 38 13 m n M3= -35 73 kNm Op 1 g (g)

17.81

N vo spra 9 98 m U ca u gred max M3= 38 60 m n M3= -38 50 kNm Op 2 p

-59.00

-7.25 36.36

-14.47

5.89 -10.83

4.23

2.41

-56.99

-1.59

0.51 -0.21 -0.51

0.39

-5.61

-4.30

4.79 -0.82

5.90

-0.56

0.49 -0.94

0.78

-1.07

3.47 -1.69

8.73

-0.13

0.45 -0.08

1.20

-98.82

-19.27 0.53

N vo spra 15 78 m U ca u gred max M3= 70 44 m n M3= -125 75 kNm Op 3 sx

0.07

N vo spra 15 78 m U ca u gred max M3= 7 75 m n M3= -19 27 kNm Op 4 sy

-0.30

-8.29 0.25

-2.43

-12.39

8.22

-27.60

-1.18

-40.90 44.32

60.76

7.36

-13.51

17.52 -7.46

-11.52

8.09 -19.21

11.15

-18.45 -71.55 12.57

14.17

-17.83

7.66

21.13 -47.88

30.96 72.05

-15.48

-7.87

14.68 1.32

-3.52 -0.04

N vo spra 15 78 m U ca u gred max M3= 132 36 m n M3= -111 59 kNm Tower - 3D Model Builder 6.0

N vo spra 15 78 m U ca u gred max M3= 72 05 m n M3= -71 55 kNm Registered to rst


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Op 1 g (g)

Op 2 p

4 1 . 1 -

-57.87 36.05

-14.36

6.04 -8.79

-57.06 2 9 . 2 -

5 1.57 5 . 8 1 -

6 5 . 3 -

3 . 4 6 -

-7.32

3 3 . 8

4.18

-1.34

0.49 -0.41 -0.14

0.46

-5.49

3 6 . 3 2

1 7

-5.06

5.49 . -3.98 7.83

-0.61

0.53 -1.23

1.00

-1.80

4.30 -0.30

-0.05

0.39 -0.06

1.24

1 1

8.97 0 3 . 2 4 -

5 3 . 6 5 -

-2.53 0.67

-54.67

-7.01

0 7 . 6 1

N vo V spra 18 68 m U ca u gred max M3= 70 40 m n M3= -131 74 kNm Op 3 sx

N vo V spra 18 68 m U ca u gred max M3= 7 81 m n M3= -19 28 kNm Op 4 sy

0.47

-8.54 -2.19

0.34 -11.35

7.75

-24.65

-1.58

-39.26 38.67

56.91

7.51

-10.05

13.95 -6.38

9.61

-15.28 -59.73 9.26

-13.73

10.66 -17.62

13.76

-20.10

23.43 -45.17

8.02 -8.02 -0.11 -0.26

26.07 64.51

-14.56 14.52

2.55 0.05

-1.86

0.03

-0.01

N vo V spra 18 68 m U ca u gred max M3= 131 55 m n M3= -110 34 kNm Op 1 g (g)

0.09

N vo V spra 18 68 m U ca u gred max M3= 64 51 m n M3= -59 73 kNm Op 2 p

-57.15

-7.38 35.55

-14.74

6.28 -7.63

1.38

4.13

-56.82

0.49 -0.57

0.46

-0.03

0.27 -0.27

0.88

-0.03

0.29

-5.25

-0.60

2.07

-0.58

4.69

7.02 7.10

-2.42 -1.65

N vo V spra 21 58 m U ca u gred max M3= 70 87 m n M3= -136 72 kNm Tower - 3D Model Builder 6.0

-1.18

0.78

-2.40

5.45

0.91

N vo V spra 21 58 m U ca u gred max M3= 7 86 m n M3= -19 82 kNm Registered to rst


12122014

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