3. statički proračun pos 200,100,000,tt i seizmika

SadrzajUlazni podaci

Ulazni podaci - Konstrukcija__________________________________________________________________________________________________________________________26

Ulazni podaci - Opterecenje__________________________________________________________________________________________________________________________28

Dodaci

MEĐUSPRATNA TAVANICA - POS 200_________________________________________________________________________________________________________________30

MEĐUSPRATNA TAVANICA - POS 100, 000____________________________________________________________________________________________________________40

TEMELJNA KONSTRUKCIJA - POS TT___________________________________________________________________________________________________________________47

DIMENZIONISANJE VERTIKALNIH ELEMENATA - STUBOVA_____________________________________________________________________________________________56

SEIZMIČKI PRORAČUN_______________________________________________________________________________________________________________________________59

NADPROZORNICI I NADVRATNICI_____________________________________________________________________________________________________________________64

25

Ulazni podaci - KonstrukcijaTabela materijala

No Naziv materijala E[kN/m2] μ γ[kN/m3] αt[1/C] Em[kN/m2] μm1 Opeka 5.600e+4 0.20 16.00 1.000e-5 5.600e+6 0.202 Betoni MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20

Setovi plocaNo d[m] e[m] Materijal Tip proracuna Ortotropija E2[kN/m2] G[kN/m2] α

<1> 0.250 0.125 1 Tanka ploca Izotropna<2> 0.120 0.060 2 Tanka ploca Izotropna<3> 0.200 0.100 2 Tanka ploca Izotropna

Setovi linijskih oslonacaSet K,R1 K,R2 K,R3 K,M1 Tlo [m]1 1.000e+10 1.000e+4 1.000e+10 0.550

Setovi gredaSet: 1 Presek: b/d=25/25, Fiktivna ekscentricnost

3

2

25

25

[cm]

T

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

Set: 2 Presek: b/d=75/25, Fiktivna ekscentricnost

3

2

75

25

[cm]25

T

Mat. A1 A2 A3 I1 I2 I32 - Beton MB 30 1.875e-1 1.563e-1 1.563e-1 3.087e-3 8.789e-3 9.766e-4


3

2

25

30

[cm]

9

T

Mat. A1 A2 A3 I1 I2 I32 - Betoni MB 30 7.500e-2 6.250e+0 6.250e-2 7.752e-4 3.906e-4 5.625e-4


3

2

25

20

[cm]

4

T


Set: 5 Presek: T 55/80, Fiktivna ekscentricnost

3

2

55

50

25

80

[cm]

α=180°T


26


3

2

3030

[cm]

T

Mat. A1 A2 A3 I1 I2 I32 - Beton MB 30 9.000e-2 7.500e-2 7.500e-2 1.141e-3 6.750e-4 6.750e-4

d = 0.12 m

d = 0.12 m

b/d=25/30

b/d=

25/3

0b/

d=25

/30

b/d=

25/3

0b/

d=25

/30

b/d=

25/3

0

b/d=

25/3

0

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

b/d=25/20b/d=25/20b/

d=25

/20

b/d=25/20

b/d=

25/2

0

b/d=

25/2

0

b/d=

25/3

0b/

d=25

/20

b/d=25/30

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

13

1

3

1

3

1

3

1

3

1

3

1

3

1

31

3

1

3 1

3

1

3

13

SJEVER

JUG

3.00 4.30 3.25

1.10

3.15

2.10

4.25

2.10

3.85 1.93 5.27

Nivo: Kota tavana [5.80 m]

d = 0.12 mb/d=

25/2

0

b/d=

25/2

0

b/d=25/20

b/d=

25/2

0b/

d=25

/20

b/d=25/20b/d=25/20

1

3 1

3

1

1

3

1

311

5.78 5.27

1.00

1.50

3.85 1.93 5.27

Pogled: J užna kosina

d = 0.12 m

d = 0.12 m

b/d=

25/2

0

b/d=25/20b/d=25/20

b/d=

25/2

01

3

11

1

3

3.00 4.30 3.25

2.50

Pogled: Sjeverna kosina

d = 0.12 m

d = 0.12 m

b/d=25/30b/

d=25

/30

b/d=25/30

b/d=

25/3

0

b/d=

25/3

0

b/d=25/20

b/d=25/20b/d=25/20

b/d=

25/2

0

b/d=25/20

b/d=

25/2

0

b/d=25/20b/d=

25/3

0b/d=25/30

b/d=

25/3

0

b/d=25/20

b/d=

25/2

0

b/d=

25/2

0b/

d=25

/30

1

3

1

3

1

3

1

3

1

3

1

3

1

3 13

1

3

1

31

3

1

3

1

31

3

1

31

3

1

3

13

1

3

3.00 4.30 2.30 0.950.5011.05

2.45

3.15

4.35

2.00

3.85 1.93 5.27

3.35

1.45

1.70

4.35

1.500

.5012

.85

Nivo: Kota prizemlja [0.00 m]

T 55/

80

T 55/

80

T 55/80

T 55/

80

T 55/80

T 55/80

T 55/

80

T 55/80

T 55/

80

T 55/80

T 55/

80

T 55/80

T 55/

80T 55/80

T 55/

80

T 55/80

T 55/

80

b/d=

30/3

0

1

3

1

3

1

31

31

3

1

3

1

31

3

1

3

1

31

3

1

3

1

31

3

1

31

3

1

3

1

3

3.00 4.30 3.25 0.50

0.90

2.45

3.15

4.35

2.00

12.85

11.05

3.85 1.93 5.27

6.50

4.35

2.00

Nivo: Kota suterena [-2.90 m]

H_7

V_7

H_3

H_2

V_3

H_1

V_6

H_4

V_5

V_4

H_6

V_2

H_5

V_1

Dispozicija ramova

27

Ulazni podaci - Opterecenje

Lista slucajeva opterecenjaNo Naziv1 Stalno (g)2 Korisno3 Opterećenje sa krovne kon

strukcije

4 Komb.: I+II+III5 Komb.: 1.6xI+1.8xII+1.8xIII6 Komb.: 1.9xI+2.1xII+2.1xIII

q = -0.50

q = -0.70

p=-3.10p=-3

.10p=

-3.10p=

-3.10

Opt. 1: Stalno (g)


q = -1.50

q = -1.50

q = -2.50

p=-1

3.16

p=-11.60

p=-11.60

p=-1

1.60

Opt. 1: Stalno (g)

Nivo: Kota mansarde [2.90 m]

q = -2.50

q = -1.50

q = -1.50

p=-1

3.16

p=-1

1.60 p=-11.60

p=-1

1.60

Opt. 1: Stalno (g)


q = -0.70

Opt. 1: Stalno (g)


q = -0.70 q = -0.70

p=-4

.50

p=-4

.50

Opt. 1: Stalno (g)


q = -0.70

q = -0.70

Opt. 2: Korisno


q = -3.00

q = -3.00

q = -1.50

p=-6

.37

Opt. 2: Korisno

Nivo: Kota mansarde [2.90 m]

q = -1.50

q = -3.00

q = -3.00

p=-6

.37

Opt. 2: Korisno


p=-4

.50

p=-4

.50

p=-4.50

p=-4

.50

p=-4

.50

p=-9.00

p=-9.00

p=-9.00

Opt. 3: Opterećenje sa krovne konstrukcije


p=-9.00

p=-4.50

p=-4.50



p=-9.00

p=-4.50 p=-4.50



MEĐUSPRATNA TAVANICA - POS 200

DIMENZIONISANJE AB PLOČE NA POZICIJI - POS 200

-22.30

-27.09 11.40 -25.98

0.00

-5.42

0.00

0.00 0.000.00

0.00

0.00

-10.8

4 0.00

0.00

-5.42 -5

.42

-5.42 -5.42

-5.42

0.00

0.00 0.00

0.00 0.0

0

-5.42

5.70 -5.420.0

0

-10.84 -10.8

4

0.00

0.00

Opt. 5: 1.6xI+1.8xII+1.8xIII

Uticaji u ploci: max M x= 11.40 / min M x= -27.09 kNm/m Nivo: Kota tavana [5.80 m]

-23.01

7.64

4.22

7.107.51

-22.51

0.00 -4.60 0.00

0.00

-4.60-4.60

3.823.82

0.00

0.00-4.60 -9.20-13.81-13.81 -18.41 -9.20

0.00

0.00 0.00 0.00 3.82


Uticaji u ploci: max M y= 7.64 / min M y= -23.01 kNm/m Nivo: Kota tavana [5.80 m]

4.204.023.96

2.82 -6.57

0.00 0.00 0.00

1.400.00

0.00 0.00 0.00

0.00

1.402.80

-1.641.40 -3.29

2.80 -4.93 0.00


Uticaji u ploci: max M y= 4.20 / min M y= -6.57 kNm/m Pogled: J užna kosina

7.09

-14.39

7.28

6.74-14.17-11.510.00 0.00

0.00

3.64

3.640.00

0.00 0.00

3.640.00


Uticaji u ploci: max M y= 7.28 / min M y= -14.39 kNm/m Pogled: Sjeverna kosina

Aa - d.zona [cm2/m]2.661.330.00

M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm

Aa - d.zona - max Aa,d= 2.66 cm2/m Nivo: Kota tavana [5.80 m]

Aa - g.zona [cm2/m]0.00

-2.54-5.08


Aa - g.zona - max Aa,g= -5.08 cm2/m Nivo: Kota tavana [5.80 m]

Aa - g.zona [cm2/m]0.00-0.59-1.18


Aa - g.zona - max Aa,g= -1.18 cm2/m Pogled: J užna kosina

Aa - d.zona [cm2/m]0.910.460.00


Aa - d.zona - max Aa,d= 0.90 cm2/m Pogled: J užna kosina

Aa - d.zona [cm2/m]1.680.840.00


Aa - d.zona - max Aa,d= 1.67 cm2/m Pogled: Sjeverna kosina


-1.28-2.55


Aa - g.zona - max Aa,g= -2.54 cm2/m Pogled: Sjeverna kosina

Q-221(α1=0°,α2=90°)

Q-221(α1=0°,α2=90°)

Aa - d.zona [cm2/m]2.661.330.00

Usvojena armatura @1@PBAB 87, M B 30, M A 500/560, a=3.00 cm

Aa - d.zona Nivo: Kota tavana [5.80 m]

Q-188(α1=0°,α2=90°)

Q-188(α1=0°,α2=90°)

Ø8/15(α=90°)

Ø8/15(α

=0°)

Ø8/15(α

=0°)


-2.54-5.08


Aa - g.zona Nivo: Kota tavana [5.80 m]

Q-295(α1=0°,α2=90°)

Aa - d.zona [cm2/m]0.910.460.00


Aa - d.zona Pogled: J užna kosina

Q-188(α1=0°,α2=90°)

Ø8/15(α=0°)


-0.59-1.18


Aa - g.zona Pogled: J užna kosina

Q-295(α

1=0°,α2=90°

)

Q-295(α

1=0°,α

2=90°)

Aa - d.zona [cm2/m]1.680.840.00


Aa - d.zona Pogled: Sjeverna kosina

Q-188(α

1=0°,α2=90°

)

Q-188(α

1=0°,α

2=90°)


-1.28-2.55


Aa - g.zona Pogled: Sjeverna kosina

1

2

3

4

@1@PBAB 87, M B 30, M A 500/560, a=3.00 cm

Dispozicija ploca Nivo: Kota tavana [5.80 m]

DIEMNZIONISANJE GREDA NA POZICIJI - POS 200

Nivo: Kota tavana [5.80 m]@1@PBAB 87d,pl=12.0 cmMB 30Gornja zona: MA 500/560 (a=3.0 cm)Donja zona: MA 500/560 (a=3.0 cm)Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII

Tacka 1X=5.06 m; Y=7.70 m; Z=5.80 mPravac 1: (α=0°)Mu = 11.40 kNmNu = 0.00 kNεb/εa = -1.486/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 2.66 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%

Pravac 2: (α=90°)Mu = 0.69 kNmNu = 0.00 kNεb/εa = -0.302/10.000 ‰Ag2 = 0.00 cm2/mAd2 = 0.15 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%

Tacka 2X=2.50 m; Y=4.39 m; Z=5.80 mPravac 1: (α=0°)Mu = 1.90 kNmNu = 0.00 kNεb/εa = -0.519/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 0.43 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%


Tacka 3X=3.00 m; Y=7.70 m; Z=5.80 mPravac 1: (α=0°)Mu = -21.18 kNmNu = 0.00 kNεb/εa = -2.377/10.000 ‰Ag1 = 5.08 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Ø8/15 (3.35 cm2/m)Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.62%

Pravac 2: (α=90°)Mu = -2.79 kNmNu = 0.00 kNεb/εa = -0.641/10.000 ‰Ag2 = 0.63 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%

Tacka 4X=5.78 m; Y=5.60 m; Z=5.80 mPravac 1: (α=0°)Mu = -5.39 kNmNu = 0.00 kNεb/εa = -0.931/10.000 ‰Ag1 = 1.23 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.34%

Pravac 2: (α=90°)Mu = -21.06 kNmNu = 0.00 kNεb/εa = -2.365/10.000 ‰Ag2 = 5.05 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Ø8/15 (3.35 cm2/m)Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-221 Ø6.5/15 (2.21 cm2/m)Procenat armiranja: 0.62%

25.34

23.99

-7.20

33.44

-26.46

28.65

-26.18

-15.21 -9.81 -20.8

3

22.56

11.66

15.93

-23.5

3

-16.10

19.86

-13.17

1.06 -0.83

0.86 0.30

-0.87 1.78

-0.63

0.

07 -0

.11

0.23

-1.87

-4.14

-2.21

1.

27 -4

.03

1.81 -10.43

-2.47

4.91

1.68 -0.63

0.72 -1.30

1.18 1.18 -0.07 0.52 -0.27


Uticaji u gredi: max M 3= 33.44 / min M 3= -26.46 kNm Nivo: Kota tavana [5.80 m]

-23.8

6

23.86

-24.1

6

12.97

-2

8.82

39.11 36.86 24.19 24.33

17.43

-27.61

5.10

-23.32

-57.1

8

23.68

-32.7

8

35.90

49.99

-48.8

1

-21.9

5

50.08

-37.06

35.59 -8.83

4.64

-0.66 1.02 -1.22 0.46

-2.73

4.50 -0.30 1.39 -1.26 0.43 -2.08 -0.91 0.83 -0.48 1.26 -0.88 1.03 -1.49 0.42 -8.56

-3.03

0.10

-0

.49

-0.48

0.02

-0

.23 4.

40

9.03

-1

7.43

-7.19

4.71

20.18

5.95 2.90

-0.65 1.09 -9.35

7.54 -0.49 1.43 -1.35 0.56 -1.85

5.10 -3.70

4.40


Uticaji u gredi: max T2= 50.08 / min T2= -57.18 kN Nivo: Kota tavana [5.80 m]

0.52

2.26 2.26

1.03 0.58

1.65

1.86

1.40

0.95

0.29

0.47

2.

01

2.04

2.85 2.47 2.32 1.80

1.92

0.77

1.29

1.51

0.18

M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, M A 500/560

Armatura u gredama: max Aa2/Aa1= 2.85 cm2 Nivo: Kota tavana [5.80 m]

2Ø14(4.30m)

2Ø14(4.30m)

2Ø14(5.27m)

3Ø14(5.27m)

2Ø14

(6.35

m)

2Ø14

(6.35

m)

2Ø14

(6.35

m)

2Ø14

(6.35

m)

2Ø14(10.55m)

2Ø14(10.55m)

2Ø12(1.93m)

2Ø14

(3.15

m)

2Ø12(1.93m)2Ø14

(3.15

m)

Usvojena armatura @1@PBAB 87, M B 30, M A 500/560

Armatura u gredama: Aa2/Aa1 Nivo: Kota tavana [5.80 m]

Ø8/20(N=21)(m=2)

Ø8/20(N=26)(m=2)

Ø8/

20(N

=32)

(m=2

)

Ø8/

20(N

=32)

(m=2

)

Ø8/20(N=53)(m=2)

Ø8/20(N=10)(m=2)

Ø8/

20(N

=16)

(m=2

)


Armatura u gredama: Aa,uz Nivo: Kota tavana [5.80 m]

11132 11964

111288488

11151

11744

9134

10349

103247770 11481953783465621

7498

2567

7124

3270 6128

11615

6735

11886

10081

11

223 3

4 4

55

66

77

88

99

1010

111112 12

13 13

14 1415 15

16161717

1818

1919

2020


Dispozicija greda Nivo: Kota tavana [5.80 m]

Greda 6128-7498@1@PBAB 87MB 30MA 500/560Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII

Presek 1-1 x = 0.72m

Ø 8/20(m=2)

2Ø 12

2Ø 12

25

20

[cm]3

2

N1u = 1.23 kNT2u = -0.56 kNT3u = 1.04 kNM3u = 1.27 kNm

εb/εa = -0.460/10.000 ‰Aa1 = 0.18 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]

τy = 0.02MPa < τr , τr = 1.10MPaτz = 0.03MPa < τr , τr = 1.10MPaProcenat armiranja: 0.90%


Ø 8/20(m=2)

2Ø 12

2Ø 12

25

20

[cm]3

2

N1u = -3.75 kNT2u = 2.34 kNT3u = -1.04 kNM1u = -0.03 kNmM3u = -4.03 kNm





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 10.39 kNT2u = -37.06 kNT3u = 1.36 kNM1u = 0.09 kNmM3u = -16.10 kNm




Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -6.70 kNT2u = -1.23 kNT3u = 2.12 kNM1u = -0.06 kNmM3u = 19.81 kNm





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 2.02 kNT2u = 2.40 kNT3u = 1.18 kNM3u = 15.92 kNm




Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -3.79 kNT2u = 50.08 kNT3u = 1.06 kNM1u = -0.16 kNmM3u = -23.53 kNm





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -5.91 kNT2u = -48.81 kNT3u = -2.67 kNM1u = 0.08 kNmM3u = -23.43 kNm




Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -10.39 kNT2u = -21.79 kNT3u = -1.53 kNM1u = -0.02 kNmM3u = 6.05 kNm





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -16.39 kNT2u = 49.99 kNT3u = -1.80 kNM1u = 0.20 kNmM3u = -19.34 kNm




Presek 10-10 x = 1.52m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -4.23 kNT2u = 35.90 kNT3u = 1.49 kNM1u = -0.12 kNmM3u = -20.82 kNm




Presek 10-10 x = 0.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2




Presek 11-11 x = 1.75m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 9.83 kNT2u = 2.36 kNT3u = -0.41 kNM3u = 22.56 kNm


τy = 0.04MPa < τr , τr = 1.10MPaProcenat armiranja: 0.82%


Presek 12-12 x = 0.25m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -17.43 kNT2u = 5.10 kNT3u = 1.58 kNM1u = 0.05 kNmM3u = -9.81 kNm



Presek 13-13 x = 2.10m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2





Presek 14-14 x = 0.25m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2




Presek 15-15 x = 2.10m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -22.55 kNT2u = -24.31 kNT3u = -6.29 kNM3u = 31.39 kNm




Presek 16-16 x = 2.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -0.42 kNT2u = 24.33 kNT3u = -0.17 kNM3u = -26.46 kNm




Presek 17-17 x = 2.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -0.01 kNT2u = 24.19 kNT3u = 0.91 kNM3u = -26.18 kNm




Presek 13-13 x = 0.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 13.10 kNT2u = 11.88 kNT3u = -1.92 kNM3u = 28.65 kNm



Presek 17-17 x = 2.25m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 13.10 kNT2u = 36.86 kNT3u = -1.92 kNM3u = -26.18 kNm




Presek 15-15 x = 0.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 10.93 kNT2u = 14.14 kNT3u = 1.09 kNM3u = 33.44 kNm



Presek 16-16 x = 2.25m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 10.93 kNT2u = 39.11 kNT3u = 1.09 kNM3u = -26.46 kNm




Presek 18-18 x = 2.00m

Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 9.31 kNT2u = 1.35 kNT3u = -0.97 kNM1u = -0.01 kNmM3u = 23.99 kNm



Presek 19-19 x = 5.02m

Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2





Presek 20-20 x = 2.15m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -3.27 kNM3u = 25.34 kNm


Procenat armiranja: 0.82%

MEĐUSPRATNA TAVANICA - POS 100, 000DIMENZIONISANJE AB PLOČE NA POZICIJI - POS 100 i 000

12.82

10.31-43.49

0.00

0.00

0.00

-8.70

6.41

0.00

0.00 -8

.7 0-1

7.40

0.00

0.00

0.00

0.00

0.00 -8.70 -8.7

0 0.00

0.00

-8.70 0.0

0 0.00

0.00

6.41

-8.70 -8

.70

-17.4

0 0.00

0.00


Uticaji u ploci: max M x= 12.82 / min M x= -43.49 kNm/m Nivo: Kota prizemlja [0.00 m]

8.18

6.20

6.23

-32.71

9.56

8.89

0.00

0.00

4.78

0.00

-6.54

0.00

4.78-6.54 0.00

-6.54

4.78

0.00 0.00

0.00

-6.54 -13.09-13.090.00

4.78

0.000.00-6.54 -6.540.00-19.63 0.00 -6.54

0.00 0.00 0.000.000.00


Uticaji u ploci: max M y= 9.56 / min M y= -32.71 kNm/m Nivo: Kota prizemlja [0.00 m]

Aa - d.zona [cm2/m]3.001.500.00


Aa - d.zona - max Aa,d= 3.00 cm2/m Nivo: Kota prizemlja [0.00 m]


-4.55-9.09


Aa - g.zona - max Aa,g= -9.09 cm2/m Nivo: Kota prizemlja [0.00 m]

Q-295(α1=0°,α2=90°)

Q-295(α1=0°,α2=90°)

Ø8/15

(α=0°)

Ø8/1

5(α=

0°)

Aa - d.zona [cm2/m]3.001.500.00


Aa - d.zona Nivo: Kota prizemlja [0.00 m]

Q-188(α1=0°,α2=90°)

Q-188(α1=0°,α2=90°)

Ø8/15(α=90°)

Ø8/1

5(α=

0°) Ø8/15(α=0°)

Ø8/1

5(α=0

°)

Ø8/15(α

=90°)Ø8/15(α=90°)

Ø8/15(α=0°)Ø8/15(α

=90°)


-4.55-9.09


Aa - g.zona Nivo: Kota prizemlja [0.00 m]

12

3

@1@PBAB 87, M B 30, M A 500/560, a=3.00 cm

Dispozicija ploca Nivo: Kota prizemlja [0.00 m]

Nivo: Kota prizemlja [0.00 m]@1@PBAB 87d,pl=12.0 cmMB 30Gornja zona: MA 500/560 (a=3.0 cm)Donja zona: MA 500/560 (a=3.0 cm)Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII

Tacka 1X=8.80 m; Y=1.71 m; Z=0.00 mPravac 1: (α=0°)Mu = 12.82 kNmNu = 0.00 kNεb/εa = -1.610/10.000 ‰Ag1 = 0.00 cm2/mAd1 = 3.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Ø8/15 (3.35 cm2/m)Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%


Tacka 2X=6.03 m; Y=2.21 m; Z=0.00 mPravac 1: (α=0°)Mu = -20.14 kNmNu = 0.00 kNεb/εa = -2.274/10.000 ‰Ag1 = 4.81 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%

Pravac 2: (α=90°)Mu = -5.60 kNmNu = 0.00 kNεb/εa = -0.953/10.000 ‰Ag2 = 1.28 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.40%

Tacka 3X=7.30 m; Y=5.60 m; Z=0.00 mPravac 1: (α=0°)Mu = -5.98 kNmNu = 0.00 kNεb/εa = -0.992/10.000 ‰Ag1 = 1.37 cm2/mAd1 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%

Pravac 2: (α=90°)Mu = -20.71 kNmNu = 0.00 kNεb/εa = -2.329/10.000 ‰Ag2 = 4.96 cm2/mAd2 = 0.00 cm2/mUsvojeno (gornja zona):Q-188 Ø6/15 (1.88 cm2/m)Ø8/15 (3.35 cm2/m)Usvojeno (donja zona):Q-295 Ø7.5/15 (2.95 cm2/m)Procenat armiranja: 0.68%

DIMENZIONISANJE GREDA NA POZICIJI - POS 100 i 000

35.08

-10.7

9

-23.42

17.81

-15.06

2.56

-32.01

-25.6

1

36.22

-38.2

4

-37.89

9.00 -1.91

-10.4

8

22.88

-22.27

26.00

-44.96

-24.11

29.06

-51.51

-11.8

9 15

.90

-28.5

1

10.14

-28.3

1

19.84

-29.2

7


Uticaji u gredi: max M 3= 36.22 / min M 3= -51.51 kNm Nivo: Kota prizemlja [0.00 m]

-30.6

5

20.47

-4

2.97

-59.56

29.00 -3.86

-10.11

39.30 -56.9

5

69.57

-71.13

22.27

20.04

-40.79

35.84 -2.96 5.75

-35.25

78.88

-37.31

111.59

-41.5

5

56.66

-4

9.24

44.07

-2

9.99

31.30

-6

5.28

71.08


Uticaji u gredi: max T2= 111.59 / min T2= -71.13 kN Nivo: Kota prizemlja [0.00 m]

0.85

1.91

1.24

2.63

2.16

3.23

3.08

1.84

3.73

2.00

4.36

0.97

2.33

1.36

2.32

2.42

2.87

1.48

0.17

3.01

0.70

1.79

2.13 2.40

1.29

0.83

1.60

M erodavno opterecenje: 1.60xI+1.80xII+1.80xIII @1@PBAB 87, M B 30, RA B500

Armatura u gredama: max Aa2/Aa1= 4.36 cm2 Nivo: Kota prizemlja [0.00 m]

2Ø14(5.27m)

4Ø14(5.27m)

2Ø14

(3.15

m)

2Ø14

(3.15

m)

2Ø14

(2.00

m)

3Ø14

(6.35

m)

2Ø14(4.20m)3Ø14(0.10m)

3Ø14(4.30m)

4Ø14

(0.2m

)2Ø

14(1

.90m

)

3Ø14

(6.35

m)

2Ø14

(2.45

m)

2Ø14

(2.45

m)

2Ø14

(4.25

m)

2Ø14(10.55m)

3Ø14(10.55m)

2Ø14

(4.22

m)

4Ø14

(0.13

m)

Usvojena armatura @1@PBAB 87, M B 30, RA B500

Armatura u gredama: Aa2/Aa1 Nivo: Kota prizemlja [0.00 m]

Ø8/20(N=26)(m=2)

Ø8/

20(N

=16 )

(m=2

)

Ø8/

20(N

=10)

(m=2

)

Ø8/20(N=21)(m=2)Ø

8/20

(N=3

2)(m

=2)

Ø8/

20(N

=12)

(m=2

)

Ø8/20(N=53)(m=2)Ø8/

20(N

=21)

(m=2

)Ø

8/10

(N=2

)(m=2

)


Armatura u gredama: Aa,uz Nivo: Kota prizemlja [0.00 m]

81444334

3253

5606

4555

148

6763

8150 10578

9587 11058

89159231

468513521776

534

939

2068

671135341702 11

22

3 34 4

5 56 6

7 78 8

9 9

1010

1111

1212

13 1314 14

1515

1616


Dispozicija greda Nivo: Kota prizemlja [0.00 m]

Greda 1702-8915@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.60xI+1.80xII+1.80xIII


Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 0.68 kNT2u = -0.06 kNT3u = -0.16 kNM3u = 19.84 kNm



Presek 2-2 x = 10.55m

Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 3.32 kNT2u = 71.08 kNT3u = 1.33 kNM1u = -0.14 kNmM3u = -29.27 kNm


τy = 1.28MPa < 3τr , τr = 1.10MPaτz = 0.08MPa < τr , τr = 1.10MPaProcenat armiranja: 1.03%



Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 3.79 kNT2u = 2.55 kNT3u = -0.62 kNM1u = 0.03 kNmM3u = 29.05 kNm




Ø8/10(m=2)

3Ø14

4Ø14

25

30

[cm]3

2

N1u = 2.75 kNT2u = 111.59 kNT3u = -2.00 kNM1u = -0.21 kNmM3u = -51.51 kNm





Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 1.99 kNT2u = -5.76 kNT3u = 0.26 kNM1u = -0.04 kNmM3u = 26.00 kNm




Ø8/20(m=2)

3Ø14

4Ø14

25

30

[cm]3

2

N1u = -1.11 kNT2u = 78.88 kNT3u = -0.40 kNM1u = 0.17 kNmM3u = -44.96 kNm





Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 0.61 kNT2u = -40.79 kNT3u = 0.10 kNM1u = -0.05 kNm

εb/εa = 10.000/10.000 ‰Aa1 = 0.01 cm2Aa2 = 0.01 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]



Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = -3.23 kNT2u = 3.46 kNT3u = -0.25 kNM3u = 22.70 kNm





Ø8/20(m=2)

3Ø14

4Ø14

25

30

[cm]3

2

N1u = -3.22 kNT2u = -71.13 kNT3u = 0.46 kNM1u = -0.16 kNmM3u = -37.89 kNm




Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = -0.76 kNT2u = 9.63 kNT3u = -0.15 kNM1u = 0.12 kNmM3u = 9.00 kNm




Presek 10-10 x = 2.00m

Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 4.75 kNT2u = -4.15 kNT3u = -0.07 kNM3u = 36.11 kNm



Presek 11-11 x = 4.30m

Ø8/20(m=2)

3Ø14

3Ø14

25

30

[cm]3

2

N1u = 7.79 kNT2u = 69.57 kNT3u = 0.61 kNM3u = -38.24 kNm




Presek 12-12 x = 0.50m

Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2





Ø8/20(m=2)

3Ø14

2Ø14

25

30

[cm]3

2

N1u = 1.91 kNT2u = 26.86 kNT3u = 4.15 kNM1u = 0.06 kNmM3u = -32.01 kNm




Presek 13-13 x = 0.00m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 1.73 kNT2u = -59.56 kNT3u = 0.49 kNM1u = 0.20 kNmM3u = -23.42 kNm



Presek 14-14 x = 1.21m

Ø8/20(m=2)

2Ø14

2Ø14

25

30

[cm]3

2

N1u = 4.93 kNT2u = -13.70 kNT3u = -0.41 kNM1u = 0.02 kNmM3u = 17.81 kNm




Presek 15-15 x = 2.00m

Ø8/20(m=2)

4Ø14

2Ø14

25

30

[cm]3

2




Presek 16-16 x = 5.02m

Ø8/20(m=2)

4Ø14

2Ø14

25

30

[cm]3

2

N1u = -0.26 kNT2u = -42.97 kNT3u = 0.15 kNM1u = 0.06 kNmM3u = -10.79 kNm



TEMELJNA KONSTRUKCIJA - POS TT

26.02

-2.24

108.75

-82.38

0.13

2.07

-94.7

3

38.14

-52.1

3

49.74

-95.4

1

48.47

2.35

-151.41

2.65

-156.97

154.59

-2.50

39.41

-26.66

0.91

0.29

-0.7

5

19.30

-4.24

151.77

-195

.98

5.95

-2

.44

3.95

-23.4

6

1.29

0.86

-26.75

8.01

38.56

0.61 -23.67

1.46

-6.86

0.14

0.11

-3.91

0.

99

-3.26

0.20

-2.80

9.58

-5.43

0.

81

-13.1

4

42.11

-29.9

6 5.

07


Uticaji u gredi: max M 3= 154.59 / min M 3= -195.98 kNm Nivo: Kota suterena [-2.90 m]

-44.25

44.25 -60.73

182.07

-109.78

119.4

2

-143

.00

113.4

3

-122

.11

60.59

-51.8

4 14

2.84

-150

.06

151.66

-215.16

156.63

-222.68

-2.04 1.11

-27.26 59.63

-19.90 2.80

-1.83 1.67 -7.72

19.29

-43.22 5.91

-15.4

5

56.77

139.81

161.5

2

-168

.65

-142.91

-27.3

1 35

.64

-32.4

0 23.10

-39.81 79.25

53.19

-43.95 7.60

-11.28

11.62

-1.94 0.79

-11.25 9.44

-1

.02 2

.48

-2.24

1.26

-2

.51 0.

64

-2.57

0.58

-3

.03 1

.17

-2.53

0.97

-2

.34 1

.16

-2.15

1.35

-1

.80 1

.35

-2.08

1.77

-1

.81 1

.69

-1.76

1.74

-1

.78 1

.72

-1.96

1.58

-2

.39 1

.16

-3.33

0.22

-13.5

6 5.21

-9.51 7.80

-0

.80 2

.58

-3.26

0.12

-23.3

0 23

.28

-0.18

3.41

-0

.57 3

.02

-1.35

2.24

-2

.83 0

.77

-15.8

4 23

.87

-1.37

2.13

-45.9

9 97

.33

-58.9

5


Uticaji u gredi: max T2= 182.07 / min T2= -222.68 kN Nivo: Kota suterena [-2.90 m]

KONTROLA NAPONA I SLIJEGANJA

150.07

118.9

1

117.9

2

124.8

8

136.16

137.2

1

155.28

155.2

8

153.90

151.2

1 14

3.28

131.2

0

129.02 131.58

Opt. 4: I+II+III

Uticaji u lin. osloncu: max σ,tla= 155.28 / min σ,tla= 109.49 kN/m2 Nivo: Kota suterena [-2.90 m]

-15.01

-11.8

9

-11.7

9

-12.4

9

-13.62

-13.7

2

-15.53

-15.5

3

-15.39

-15.1

2 -1

4.33

-13.1

2

-12.90 -13.16

Opt. 4: I+II+III

Uticaji u lin. osloncu: max s,tla= -10.95 / min s,tla= -15.53 m / 1000 Nivo: Kota suterena [-2.90 m]

2.18

2.51

1.38

2.52

4.04 4.18

0.70

0.02

0.11

5.24

0.61

0.70

0.62

0.12

0.18 0.

10

0.10

0.09

0.07

0.14

0.

34

0.78

2.01

3.00

1.04

1.35

1.32

4.30

1.07

0.52

4.21

0.16

0.

11

0.04

0.22

1.05

0.02

0.04 0.

03 0.

26

1.15


Armatura u gredama: max Aa2/Aa1= 5.24 cm2 Nivo: Kota suterena [-2.90 m]

0.63 0.77


Armatura u gredama: max Aa,uz= 0.77 cm2 Nivo: Kota suterena [-2.90 m]

4Ø12

(0.57

m)

3Ø12(0.79m) 2Ø12(6.79m) 3Ø12(0.70m)

4Ø12

(2.33

m)

4Ø12

(2.40

m)

6Ø12(3.22m)

3Ø12

(2.45

m)

3Ø12

(2.45

m)

2Ø12

(6.5m

)2Ø

12(2

.93m

)2Ø

12(3

.00m

)

2Ø12(0.96m) 2Ø12(1.81m)

4Ø12(11.05m)2Ø12

(0.62

m)

2Ø12

(3.39

m)

2Ø12

(4.02

m)

4Ø12

(0.84

m)

2Ø12

(0.59

m)

2Ø12

(3.35

m)

2Ø12

(4.02

m)

4Ø12

(0.84

m)

2Ø12

(9.95

m)

2Ø10

+2Ø

12(9

.95m

)

2Ø12(3.00m)

2Ø10+2Ø12(3.00m)

2Ø12(5.78m)

2Ø10+2Ø12(5.78m)

2Ø12

(1.49

m)2Ø12(0.52m) 2Ø12(0.56m)

2Ø12(4.30m)

2Ø10+2Ø12(5.27m)

2Ø12

(1.49

m)

2Ø12(5.27m)

2Ø12(3.25m)

2Ø10+2Ø12(3.25m)

2Ø12

(4.35

m)

2Ø10

+2Ø

12(4

.35m

)

2Ø10+2Ø12(5.78m)

2Ø12(5.78m)

2Ø12

(6.50

m)

2Ø10

+2Ø

12(6

.50m

)


Armatura u gredama: Aa2/Aa1 Nivo: Kota suterena [-2.90 m]

Ø8/

20(N

=12)

(m=2

)

Ø8/

25(N

=26)

(m=2

)

Ø8/25(N=44)(m=2)Ø

8/25

(N=2

5)(m

=2)

Ø8/

25(N

=25)

(m=2

)

Ø8/

25(N

=40)

(m=2

)

Ø8/25(N=12)(m=2)

Ø8/25(N=23)(m=2)

Ø8/25(N=17)(m=2)

Ø8/25(N=21)(m=2)

Ø8/25(N=13)(m=2)

Ø8/

25(N

=17)

(m=2

)

Ø8/25(N=23)(m=2)

Ø8/

25(N

=26)

(m=2

)


Armatura u gredama: Aa,uz Nivo: Kota suterena [-2.90 m]

265

788

630

3437597 69581753

4637

4586

7732

1

2512

6098 9040

9773

7306

2617434

110 156511

22

33

44

5 5

66

77

8899

1010

11111212

1313

14141515

1616

1717

18 18

1919

2020

21 2122 22

23 2324 24

25 2526 26

2727

2828

29 2930 30

31 31


Dispozicija greda Nivo: Kota suterena [-2.90 m]



Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

N1u = -0.04 kNT2u = 88.33 kNM1u = 0.37 kNmM3u = 42.11 kNm




Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 23.70 kNT3u = 0.01 kNM1u = 0.37 kNmM3u = -29.96 kNm





Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

N1u = 0.06 kNT2u = 19.68 kNM1u = 0.01 kNmM3u = 9.58 kNm




Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = -0.02 kNT2u = -2.83 kNM1u = -0.04 kNmM3u = -5.43 kNm





Ø8/25(m=2)

2Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = -0.01 kNT2u = -7.29 kNM1u = 0.02 kNmM3u = -3.26 kNm





Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

T2u = -5.16 kNT3u = -0.02 kNM1u = -0.03 kNmM3u = -3.91 kNm




Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = 0.08 kNT2u = -10.01 kNT3u = -0.27 kNM1u = 0.10 kNmM3u = 0.99 kNm





Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

N1u = -0.03 kNT2u = 4.27 kNM1u = 0.55 kNmM3u = -23.67 kNm




Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

5550

25

80

[cm]3

2

N1u = 0.06 kNT2u = -1.55 kNM1u = -0.01 kNmM3u = 1.46 kNm




Presek 10-10 x = 0.00m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = 0.01 kNT2u = 72.25 kNT3u = 0.01 kNM1u = -0.57 kNmM3u = 38.56 kNm




Presek 11-11 x = 2.87m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

N1u = -0.06 kNT2u = -8.05 kNM1u = -0.15 kNmM3u = -26.66 kNm



Presek 12-12 x = 4.35m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

5550

25

80

[cm]3

2

N1u = 0.08 kNT2u = -36.31 kNT3u = 0.02 kNM1u = -0.18 kNmM3u = 8.01 kNm




Presek 13-13 x = 0.25m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = 0.04 kNT2u = -23.81 kNM1u = 0.21 kNmM3u = 3.95 kNm



Presek 14-14 x = 1.50m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

2580

[cm]3

2

N1u = -0.08 kNT2u = 15.41 kNM1u = 0.20 kNmM3u = -23.22 kNm




Presek 15-15 x = 2.00m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -133.57 kNM1u = 1.09 kNmM3u = 152.18 kNm

εb/εa = -1.248/10.000 ‰

Aa1 = 4.22 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/25(m=2) = 2.01 cm2/m]



Presek 16-16 x = 2.15m

Ø8/25(m=2)

2Ø12

6Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 25.23 kNM1u = -0.08 kNmM3u = -195.98 kNm



Presek 17-17 x = 4.30m

Ø8/25(m=2)

2Ø12

2Ø121Ø102Ø12

2Ø121Ø10

5550

25

80

[cm]3

2

T2u = -161.12 kNM1u = -0.08 kNmM3u = 5.95 kNm




Presek 18-18 x = 0.00m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 130.47 kNM1u = -0.29 kNmM3u = 151.77 kNm




Presek 19-19 x = 2.00m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = 0.03 kNT2u = 1.16 kNM1u = -0.13 kNmM3u = 19.20 kNm



Presek 20-20 x = 3.00m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = -0.02 kNT2u = 56.77 kNM1u = -0.13 kNmM3u = -4.24 kNm




Presek 21-21 x = 2.45m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2

N1u = -0.13 kNT2u = 56.24 kNT3u = -0.08 kNM1u = -0.30 kNmM3u = 39.41 kNm



Presek 22-22 x = 4.39m

Ø8/25(m=2)

2Ø102Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

N1u = -0.08 kNT2u = 11.42 kNM1u = -0.31 kNmM3u = -26.66 kNm




Presek 23-23 x = 1.63m

Ø8/25(m=2)

2Ø12

4Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 47.08 kNM1u = 0.04 kNmM3u = -156.97 kNm



Presek 24-24 x = 3.81m

Ø8/25(m=2)

2Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -222.68 kNT3u = -0.01 kNM1u = 0.04 kNmM3u = 35.58 kNm


τy = 1.31MPa < 3τr , τr = 1.10MPaProcenat armiranja: 0.30%

Presek 15-15 x = 4.35m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -215.07 kNT3u = -0.01 kNM1u = 0.04 kNmM3u = 154.59 kNm




Presek 25-25 x = 1.63m

Ø8/25(m=2)

2Ø12

4Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 44.92 kNM1u = -0.13 kNmM3u = -151.41 kNm



Presek 26-26 x = 3.81m

Ø8/25(m=2)

2Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -215.16 kNT3u = 0.02 kNM1u = -0.13 kNmM3u = 36.19 kNm



Presek 18-18 x = 4.35m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -207.55 kNT3u = 0.02 kNM1u = -0.13 kNmM3u = 151.11 kNm




Presek 27-27 x = 5.78m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = -114.33 kNM1u = -0.48 kNmM3u = 49.74 kNm



Presek 28-28 x = 8.93m

Ø8/25(m=2)

4Ø12

3Ø121Ø102Ø12

2Ø121Ø10

55

50

2580

[cm]3

2

T2u = 29.67 kNM1u = -0.32 kNmM3u = -95.41 kNm




Presek 29-29 x = 2.45m

Ø8/25(m=2)

4Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

5025

80

[cm]3

2




Presek 30-30 x = 4.55m

Ø8/25(m=2)

2Ø12

2Ø121Ø102Ø12

2Ø121Ø10

55

50

25

80

[cm]3

2

T2u = 8.44 kNM1u = 0.11 kNmM3u = -82.38 kNm




Presek 31-31 x = 1.23m

Ø 8/20(m=2)

3Ø 12

3Ø 12

30

30

[cm]3

2

M3u = 26.02 kNm



DIMENZIONISANJE VERTIKALNIH ELEMENATA - STUBOVA

-0.06 0.05

-0.15

-4.96 9.84

-10.27 4.65

-6.75 13.21

-13.77 6.56

1.71 -3.94

4.10 -2.66

1.30

10.42 -19.53

18.51

-11.63

-0.84 0.26 -0.32 1.26

-0.21 0.23 -0.53 0.09

-0.66 0.02 -0.40 0.40

1.72 -0.17 0.22 -0.16 -0.11

0.61 -0.59 0.30 -0.59 0.58

-1.01 2.18

-0.33 0.35 -0.25 0.27


Uticaji u gredi: max M 3= 58.50 / min M 3= -113.06 kNm Ram: H_4

-3.63

2.87

-0.09

-2.07

1.32

-0.12 0.24 -0.02 0.04

-0.81 0.09 -0.25 0.13 -0.32 0.03

4.34 -8.37

8.41 -6.19

3.60

-0.70 1.54

-1.70 0.89

-0.19

-0.69 1.59

-1.68 -0.03

1.61

-0.95

0.22 -0.60

6.15

-1.77

11.51

5.83 -10.61

9.93 -3.98


Uticaji u gredi: max M 2= 11.51 / min M 2= -10.61 kNm Ram: H_4

0.03

-0.04 -0.02

0.02 -0.22 -0.19

0.07

-0.60

1.71

6.93

0.95

2.33

9.30

1.67

-0.59

-2.77

-1.37

-13.16

3.04

1.85

-3.92

0.87 2.62

-5.03

0.23 4.39

-7.39


Uticaji u gredi: max T2= 168.84 / min T2= -177.75 kN Ram: H_4

-3.90

4.82

-2.57 1.06

-1.57

2.42

-1.27 1.18 0.87

-0.36

0.23 -1.82

1.50

5.79

3.38

-0.24

-1.12

-0.37

-0.24

-1.13

0.56

-3.20 1.25

-2.00

9.11

-4.63

15.69

-3.13

2.29 7.20

0.89


Uticaji u gredi: max T3= 15.69 / min T3= -4.63 kN Ram: H_4

16.14

-38.01

-51.49

-35.07

-155.04

-322.22

-500.48

-168.23

-362.08

-565.86

-149.51

-292.71

-429.84 -380.82

-67.05

-150.55

-231.28


Uticaji u gredi: max N1= 19.48 / min N1= -565.86 kN Ram: H_4

2.75 2.77

@1@PBAB 87, M B 30, M A 500/560

Armatura u gredama: max Aa2/Aa1= 2.77 cm2 Ram: H_4

0.93 0.91

@1@PBAB 87, M B 30, M A 500/560

Armatura u gredama: max Aa3/Aa4= 0.93 cm2 Ram: H_4

2Ø16

(8.7m

)

2Ø16

(8.7m

)

2Ø16

(8.7m

)

2Ø16

(8.7m

)

3Ø14

+2Ø

16(8

.70m

)

3Ø14

+2Ø

16(8

.70m

)

2Ø16

(8.7m

)

2Ø16

(8.7m

)

2Ø16

(8.7m

)

2Ø16

(8.7m

)


Armatura u gredama: Aa2/Aa1 Ram: H_4

Ø8/

20(N

=43)

(m=2

)

Ø8/

20(N

=43)

(m=2

)

Ø8/

20(N

=43)

(m=2

)

Ø8/

20(N

=43)

(m=2

)

Ø8/

20(N

=43)

(m=2

)


Armatura u gredama: Aa,uz Ram: H_4

11615

10719

9231

7306

10324 114819537834677705621

8700

6711

4586

5710

3534

1753597 6958

7684

5606

3437

3456

1702

10510

8915

11

22


Dispozicija greda Ram: H_4

DIMENZIONISANJE SVIH SAMOSTOJEĆIH STUBOVA DIMENZIJA b/d=25/25cm

Greda 5710-3534@1@PBAB 87MB 30RA B500Dimenzionisanje jednog slucajaopterecenja: 1.90xI+2.10xII+2.10xIIIli,2 = 2.90 m (λ2 = 40.18)li,3 = 2.90 m (λ3 = 40.18)Nepomerljiva konstrukcija


Ø 8/20(m=2)

2Ø 16

2Ø 16

25

25

[cm]3

2


Nije potrebna armatura.

DIMENZIONISANJE STUBA DIMENZIJA b/d=75/25cm



Ø 8/20(m=2)

2Ø 163Ø 14

3Ø 142Ø 162Ø 16

2Ø 16

75

25

[cm]3

2


Δe3 = 2.9<e0> + 15.3<eII> = 18.2 cm|ΔM3| = 47.36 kNmεb/εa = -2.264/10.000 ‰Aa1 = 2.77 cm2Aa2 = 2.75 cm2Aa3 = 0.93 cm2Aa4 = 0.91 cm2Aa,uz = 0.00 cm2/m (m=2)[Usvojeno Aa,uz = Ø8/20(m=2) = 2.51 cm2/m]


DIMENZIONISANJE STUBOVA/SERKLAŽA U ZIDOVIMA, DIMENZIJA b/d=25/25cm



Ø 8/20(m=2)

2Ø 14

2Ø 14

25

25

[cm]3

2

N1u = -91.92 kNT2u = -2.04 kNT3u = 0.58 kNM2u = -0.38 kNm

Nije potrebna armatura.

SEIZMIČKI PRORAČUNSeizmicki proracun: JUS (Ekvivalentno staticko opterecenje)

Kategorija tla: IISeizmicka zona: IX (Ks = 0.100)Kategorija objekta: IIVrsta konstrukcije: 3Kota ukljestenja: Zd = 0.00 mMase grupisane u nivoima izabranih tavanicaPloce - redukcija krutosti na savijanje: 0.010Grede - redukcija krutosti na savijanje: 0.010Zidovi - redukcija krutosti na savijanje: 0.010Multiplikator krutosti oslonaca: 1000.000

Ugao dejstva zemljotresa:Naziv T [sec] α [°]

Seizmika X 0.500 0.00Seizmika Y 0.500 90.00

Raspored seizmickih sila po visini objekta (Seizmika X)Nivo Z [m] S [kN]

Kota tavana 5.80 275.40Kota mansarde 2.90 203.02Kota prizemlja 0.00 7.22Kota suterena -2.90 0.00

Σ= 485.64

Raspored seizmickih sila po visini objekta (Seizmika Y)Nivo Z [m] S [kN]

Kota tavana 5.80 275.40Kota mansarde 2.90 203.02Kota prizemlja 0.00 7.22Kota suterena -2.90 0.00

Σ= 485.64

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

Kota tavana 5.80 5.39 5.31 121.24 1.75Kota mansarde 2.90 5.28 5.06 161.88 1.41Kota prizemlja 0.00 5.48 5.05 164.92 1.43Kota suterena -2.90 5.18 4.52 108.43Ukupno: 1.54 5.34 5.00 556.47

STATIČKI UTICAJI U ZIDOVIMA USLJED DJELOVANJA VERTIKALNOG OPTEREĆENJA

-305

.15 N = -305.15

M = 20.37

Opt. 6: I+II+III

Vektorski preseci: Nn Ram: H_1

-285

.26 N = -285.26M = 14.85

Opt. 6: I+II+III


-199

.34 N = -199.34

M = -21.45

Opt. 6: I+II+III


-217

.46 N = -217.46

M = -64.22

-138

.50 N = -138.50

M = 0.95

-68.3

6

N = -68.36M = 6.31

Opt. 6: I+II+III


-240

.97 N = -240.97

M = -52.85

-65.8

1

N = -65.81M = 0.61

-150

.21 N = -150.21

M = 4.52

-31.9

8

N = -31.98M = 1.56

Opt. 6: I+II+III

Vektorski preseci: Nn Ram: V_1

-342

.15 N = -342.15

M = -181.68

Opt. 6: I+II+III


-84.7

3

N = -84.73M = 0.29

-146

.99 N = -146.99

M = -32.56

Opt. 6: I+II+III


-240

.97 N = -240.97

M = -52.85

-65.8

1

N = -65.81M = 0.61

-150

.21 N = -150.21

M = 4.52

-31.9

8

N = -31.98M = 1.56

Opt. 6: I+II+III


-342

.15 N = -342.15

M = -181.68

Opt. 6: I+II+III


-84.7

3

N = -84.73M = 0.29

-146

.99 N = -146.99

M = -32.56

Opt. 6: I+II+III


-83.3

9

N = -83.39M = 6.81

-183

.04 N = -183.04

M = 7.56

-36.1

7

N = -36.17M = 0.05

Opt. 6: I+II+III


STATIČKI UTICAJI U ZIDOVIMA USLJED DJELOVANJA SEIZMIČKIH INERCIJALNIH SILA

84.96 N = 84.96

Opt. 5: Seizmika Y

Vektorski preseci: Nns Ram: H_2

-106.39 N = -106.39

Opt. 4: Seizmika X


1.21

-96.57 N = -95.36

Opt. 4: Seizmika X


-82.22 N = -82.22

29.57 N = 29.57

34.37 N = 34.37

Opt. 5: Seizmika Y


-119.67 N = -119.67

-31.03 N = -31.03

-69.52 N = -69.52

-15.68 N = -15.68

Opt. 5: Seizmika Y

Vektorski preseci: Nns Ram: V_1

75.46 N = 75.46

Opt. 4: Seizmika X


-32.97 N = -32.97

-61.35 N = -61.35

Opt. 5: Seizmika Y


-27.08 N = -27.08

-88.60 N = -88.60

-31.52 N = -31.52

Opt. 5: Seizmika Y


Proračun otpornosti zidova na djelovanje seizmičkih sila:

Ram Zid br. L [m] b [m] F [m2] N [kN] T [kN] σ0 [kPa] σgr

[kPa]τ0

[kPa]τn

[kPa]H-1 1-1 5,27 0,25 1,32 305 106 231 180 80 181H-2 2-1 5,78 0,25 1,45 285 85 197 180 59 174H-3 3-1 3,85 0,25 0,96 200 96,5 208 180 100 176

H-55-1 3,00 0,25 0,75 217,5 82 290 180 109 1945-2 1,025 0,25 0,26 138,8 29,5 542 180 115 2405-3 1,025 0,25 0,26 68 34 265 180 133 189

V-1

1-1 3,45 0,25 0,86 241 120 279 180 139 1921-2 0,75 0,25 0,19 66 31 352 180 165 2061-3 1,75 0,25 0,44 150 69 343 180 158 2051-4 0,5 0,25 0,13 32 16 256 180 128 187

V-3 3-1 3,35 0,25 0,84 342 76 408 180 91 217

V-5 5-1 1,00 0,25 0,25 85 33 340 180 132 2045-2 2,15 0,25 0,54 147 61 273 180 113 190

V-66-1 1,00 0,25 0,25 83 27 332 180 108 2026-2 1,70 0,25 0,43 183 88,5 431 180 208 2216-3 0,80 0,25 0,20 36 31,5 180 180 158 170

USOV: τn>τ0

ZAKLJUČAK: Svi zidovi otporni na djelovanje potresa!

STATIČKI PRORAČUN NADVRATNIKA/NADPROZORNIKA

Maksimalno vertikalno opterećenje: q=40 kN/m'Maksimalna dužina otvora 1,35mKoeficijent sigurnosti: ks=1,65Granično opterećenje: qu = 1,65x40=66 kN/m'

Granični moment:

Granični momet nosivosti poprečnog presjeka

b/d=20/25cm; MB30; Aa=3RF12=3,39cm2εa / εb =10/-3,5‰Mu,n=25 kNm > Mu

USVAJA SE: Donja zona: 3RF12 Gornja zona 2RF12 Vilice: uRF8/20

3. statički proračun pos 200,100,000,tt i seizmika

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