Ab Ploča Sa Kapitelima

Ulazni podaci - Optereenje

Lista sluajeva optereenjaNo Naziv pX [kN] pY [kN] pZ [kN]1 stalno (g) 0.00 0.00 -25450.652 povremeno 0.00 0.00 -10124.673 Komb.: 1.35xI+1.5xII 0.00 0.00 -49545.394 Komb.: I+1.5xII 0.00 0.00 -40637.665 Komb.: 1.35xI 0.00 0.00 -34358.386 Komb.: I 0.00 0.00 -25450.65

q = -3.00q = -3.00q = -3.00

q = -3.00q = -3.00q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

q = -3.00

Opt. 1: stalno (g)

Nivo: prizemlje [0.00 m]

q = -5.00q = -5.00q = -5.00

q = -5.00q = -5.00q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

q = -5.00

Opt. 2: povremeno

Nivo: prizemlje [0.00 m]Tower - 3D Model Builder 6.0 Registered to Matija Bertoa Radimpex - www.radimpex.rs

Statiki proraun

Rezne sile u ploama - Ekstremne vrijednosti - Optereenje: 1-6

Oznaka LC Mx [kNm/m] My [kNm/m]9352 3 |-430.24| -358.465411 3 |-429.48| -358.055260 3 |-428.68| -357.761082 3 |-428.65| -357.706574 3 |-427.86| -368.831874 3 |-427.68| -368.724047 3 |-424.69| -368.258629 3 |-422.83| -368.552860 3 |-421.00| -365.307702 3 |-419.89| -365.168847 3 369.17 |369.17|6574 3 -427.86 |-368.83|1874 3 -427.68 |-368.72|8629 3 -422.83 |-368.55|4397 3 368.52 |368.52|4047 3 -424.69 |-368.25|4253 3 367.78 |367.78|658 3 367.76 |367.76|5601 3 366.79 |366.79|1272 3 366.61 |366.61|

Rezne sile u gredama - Ekstremne vrijednosti - Optereenje: 1-6Oznaka LC x [m] N1 [kN] T2 [kN] M1 [kNm] M2 [kNm] M3 [kNm]

(9352 - 8847) 3 5.000 |-1263.7| -1.402 0.000 2.429 0.895(5411 - 4397) 3 5.000 |-1261.5| -1.365 0.000 -2.734 0.869(5260 - 4253) 3 5.000 |-1259.0| 1.583 0.000 2.548 -1.214(1082 - 658) 3 5.000 |-1258.9| 1.569 0.000 -2.788 -1.204(6574 - 5601) 3 5.000 |-1255.6| -0.608 0.000 2.555 0.341(1874 - 1272) 3 5.000 |-1254.9| -0.627 0.000 -2.789 0.355(4047 - 3156) 3 5.000 |-1251.9| 1.142 0.000 -3.161 -0.910(8629 - 7969) 3 5.000 |-1251.7| 1.312 0.000 3.163 -1.032(2860 - 2106) 3 5.000 |-1242.2| -0.197 0.000 -3.276 0.045(7702 - 6873) 3 5.000 |-1241.8| -0.294 0.000 3.214 0.114(9182 - 8596) 3 5.000 -926.58 |-23.965| 0.000 -0.107 16.782(8112 - 7331) 3 5.000 -925.61 |-23.867| 0.000 -0.103 16.712(2414 - 1744) 3 5.000 -923.01 |23.865| 0.000 -0.158 -16.896(1280 - 826) 3 5.000 -922.99 |23.864| 0.000 -0.081 -16.895(9878 - 9508) 3 5.000 -982.09 |-23.508| 0.000 3.185 16.485(3899 - 3034) 3 5.000 -980.78 |23.464| 0.000 3.296 -16.641(507 - 258) 3 5.000 -980.84 |23.464| 0.000 -3.531 -16.639(6709 - 5746) 3 5.000 -981.65 |-23.426| 0.000 -3.467 16.426(9182 - 8596) 4 5.000 -771.94 |-20.098| 0.000 -0.088 14.015(8112 - 7331) 4 5.000 -771.12 |-20.016| 0.000 -0.085 13.956(9516 - 9081) 3 0.000 -801.53 0.760 0.000 |191.10| 3.184(8869 - 8257) 3 0.000 -794.28 0.105 0.000 |191.01| 0.384(7992 - 7219) 3 0.000 -800.72 -0.554 0.000 |190.63| -2.432(2534 - 1831) 3 0.000 -800.96 0.761 0.000 |-190.28| 3.191(1618 - 1065) 3 0.000 -793.81 0.094 0.000 |-190.27| 0.338(913 - 503) 3 0.000 -800.54 -0.567 0.000 |-190.07| -2.485(9967 - 9683) 3 0.000 -816.99 -0.086 0.000 |186.10| -0.434(6903 - 6023) 3 0.000 -816.42 0.230 0.000 |185.65| 0.925(3678 - 2799) 3 0.000 -816.72 -0.070 0.000 |-185.44| -0.366(397 - 158) 3 0.000 -816.36 0.228 0.000 |-185.20| 0.919(9182 - 8596) 3 0.000 -899.58 -23.965 0.000 0.210 |-102.47|(8112 - 7331) 3 0.000 -898.61 -23.867 0.000 0.079 |-102.05|(2414 - 1744) 3 0.000 -896.01 23.865 0.000 0.536 |101.92|(1280 - 826) 3 0.000 -895.99 23.864 0.000 -0.035 |101.92|(9878 - 9508) 3 0.000 -955.09 -23.508 0.000 -19.609 |-100.46|(3899 - 3034) 3 0.000 -953.78 23.464 0.000 -20.265 |100.15|(507 - 258) 3 0.000 -953.84 23.464 0.000 20.739 |100.15|(6709 - 5746) 3 0.000 -954.65 -23.426 0.000 20.330 |-100.10|(9182 - 8596) 4 0.000 -751.94 -20.098 0.000 0.170 |-86.071|(8112 - 7331) 4 0.000 -751.12 -20.016 0.000 0.067 |-85.721|

Utjecaji u povrinskim leajevima - Ekstremne vrijednosti - Optereenje: 1-6

Oznaka LC ,tla [kN/m2] s,tla [mm]8841 3 |230.07| -35.3968782 3 |230.07| -35.3958723 3 |230.05| -35.3928664 3 |229.98| -35.3818783 3 |229.89| -35.3688842 3 |229.89| -35.3678878 3 |229.88| -35.367

Tower - 3D Model Builder 6.0 Registered to Matija Bertoa Radimpex - www.radimpex.rs

8724 3 |229.84| -35.3598605 3 |229.83| -35.3594929 3 |229.81| -35.3568841 3 230.07 |-35.396|8782 3 230.07 |-35.395|8723 3 230.05 |-35.392|8664 3 229.98 |-35.381|8783 3 229.89 |-35.368|8842 3 229.89 |-35.367|8878 3 229.88 |-35.367|8724 3 229.84 |-35.359|8605 3 229.83 |-35.359|4929 3 229.81 |-35.356|


0.27

-367

.14

50.4

6

0.27

85.4

7

0.59

50.1

350

.13

53.3

40.

59

30.1

6

0.29

49.6

10.

08

-380

.73

-350

.48

0.21

58.9

4

0.29

0.21

0.21

54.0

80.

27

0.59

55.2

3

0.25

83.0

2

-381

.43

-373

.31

-338

.92

82.9

6

55.6

8

0.21

56.5

3

-336

.30

-382

.81

0.09

0.31

86.0

1

0.28

85.9

7

53.2

3

-374

.39

0.59

55.3

7

0.21

0.09

49.8

749

.78

55.7

6

85.8

5

0.27

0.21

49.6

283

.03

0.21

0.25

64.4

457

.51

85.6

1

53.2

0

-375

.87

50.3

3

0.28

57.9

3

85.9

6

0.09

53.0

5

-361

.69

53.1

9

86.0

2

69.9

8

0.31

85.4

4

54.3

90.

21-3

67.09

-377

.71

-365

.07-3

65.74

85.6

7

54.1

0-3

80.57

-361

.71

-349

.38

-382

.14

83.0

0

85.4

5

54.3

9-3

81.40

Mx

[kN

m/m

]-3

82.8

1-3

19.0

1-2

55.2

1-1

91.4

0-1

27.6

0-6

3.80

0.00

86.0

2

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Mx=

86.

02 /

min

Mx=

-38

2.81

kN

m/m

Niv

o: p

rize

mlje

[0.0

0 m

]


0.30

35.7

0

0.14

-324

.33

51.9

3

0.18

0.44

52.9

3

1.31

-351

.43

49.9

5

36.5

037

.61

0.1435

.78

0.49

38.4

2

23.2

2

-340

.23

-347

.95

-306

.61

0.18

35.7

6

35.7

1

-340

.86

3.64

35.6

6

0.30

53.1

949

.96

38.7

5

36.5

3 0.30

0.30

-348

.09

0.49

53.5

3

39.5

4

0.50

53.4

8

38.0

6

0.30

43.4

0

37.6

0

53.2

9

0.49

35.4

9

51.9

1

-351

.21

0.44

35.0

435

.01

49.9

253

.30 0.

18

-325

.77

0.30

0.18

34.3

0

-324

.22

-350

.91

-318

.82-3

16.37

0.14

0.14

35.7

935

.76

43.8

3

49.9

3

-351

.33-3

26.03

-340

.48

38.6

4

18.6

5

34.3

2

-340

.17

My

[kN

m/m

]-3

51.4

4-2

92.8

7-2

34.2

9-1

75.7

2-1

17.15

-58.

570.

0053

.53

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

My=

53.

53 /

min

My=

-35

1.43

kNm

/m N

ivo:

pri

zem

lje [0

.00

m]


-76.

03

-82.4

2-7

5.78

60.3

4-9

2.54

49.8

1

Mxy

[kN

m/m

]-9

2.55

-69.

41-4

6.27

-23.

140.

0020

.1240

.23

60.3

5

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Mxy

= 60

.34

/ m

in M

xy=

-92.

54 k

Nm

/m N

ivo:

pri

zem

lje [0

.00

m]


-0.9

3

-1.71

-2.21

-2.28

-2.25

-2.10

-2.10

-2.28

-0.59

-2.20

-2.27

-1.54

-1.6

6

-2.13

-0.9

7

-1.75

300.

51

-1.6

8

-1.78

-1.78

-1.33

-1.6

1-0

.59

285.

81

282.

50

-0.59

-1.33

-1.75

-2.18

-2.16

-2.08

295.

84

-0.9

2

-1.74

-2.11

-1.70

298.

18

-1.6

2

-0.9

1

-0.9

7

-2.07

-2.16

-1.54

-1.33

-0.9

7

299.

89

-2.11

-1.6

2

-0.9

3

287.

00

301.

05

-2.18

-2.13

-1.87

-1.6

8

-2.27

-2.27

-1.54

-0.59

298.

23

-1.54

-1.9

8

-2.13

299.

11-2

.20 299.

91

-1.74

-1.76

-2.27 29

8.96

285.

73

-1.84

-2.21

-1.33

-1.7129

5.93 -2.20

264.

31

-1.54

-1.77

282.

25

-2.13

-0.9

2-1

.76

-2.22

-2.27

-0.9

1

-2.13

-1.55 28

7.05

-0.9

7-1

.78

-1.6

1

-2.28

-1.55

-1.88

-2.12

-1.84

-2.25

-1.54

-1.70

Mx

[kN

m/m

]-2

.29

0.00

50.18

100.

3515

0.53

200.

7025

0.88

301.0

5

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Mx=

301

.05

/ m

in M

x= -

2.28

kN

m/m

Niv

o: t

emel

j [-5

.00

m]


-1.33

-1.88

-2.23

-2.21

-1.77

-2.11

-2.07

-2.24

-0.79

-2.26

-2.23

-2.24

-1.32

-1.6

2

-2.11

-1.38

-1.33

319.

43

-1.87

-0.79

-1.37

-1.37

-1.13

-1.88

-1.13

303.

79

300.

28

-0.79

-1.35

-2.11

314.

46

-1.34

-1.33

-2.24

-2.20

-2.11

-1.44

316.

95

-1.44

-1.32

-1.37

-2.07

-2.21

-1.76

-0.79

-1.37

318.

77

-2.12

-1.34

305.

07

-1.88

320.

00

-2.21

-2.12

-1.9

9

-1.6

9

-2.23

-2.26

-1.13

317.

00

-1.32

-1.87

-2.14

317.

93-2

.24

318.

79

-1.32

-1.31

-2.21

317.

78

303.

72

-2.22

-1.34

-1.44

314.

56

-2.26

280.

95-1

.89

-1.13

-1.31

-1.38

300.

01

-2.12

-1.35

-1.33

-2.26

-2.24

-2.11

-1.77

305.

11

-1.37

-1.33

-1.37

-1.44

-2.22

-1.87

-2.14

-1.6

5-2

.20

-1.76

-1.88

My

[kN

m/m

]-2

.27

0.00

53.3

310

6.67

160.

0021

3.33

266.

6732

0.00

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

My=

320

.00

/ m

in M

y= -

2.26

kN

m/m

Niv

o: t

emel

j [-5

.00

m]


24.1

7

33.3

2-2

7.66

33.4

1

-25.8

0

24.2

4

-27.1

1

32.9

9

32.1

5

-27.1

8

33.6

9

27.0

9

24.0

2

-33.8

5-3

3.60

33.7

6

32.0

1

31.5

0

25.8

9

-32.0

4-3

2.11

-31.5

5-3

1.86

25.3

8

33.7

2

-27.1

1

29.6

9

-26.

60-2

8.45

33.9

1

33.4

3

33.7

6

26.8

228

.70

31.8

5

-33.3

2

-32.9

8-3

3.42

24.5

9

25.7

9

23.6

325

.86

32.2

9

-33.6

1

27.5

6

33.9

7

-33.9

232

.14

-25.8

1

-33.3

9

28.5

426

.29

-32.3

0-3

2.12

32.1

4

27.6

7

-33.5

7-3

4.01

24.5

6

31.7

4

-33.7

4-3

3.20

33.5

5

-25.8

8

32.0

1

27.3

8

27.1

4

33.7

4

-33.3

8-3

3.76

-33.5

7-3

3.75

27.5

424

.90

24.5

7

24.9

3

33.4

9

-33.7

1-3

3.39

-32.1

2-3

2.01

31.6

6

33.4

133

.00

24.5

7

-33.4

3-3

3.00

-30.2

3-2

9.09

-31.6

5

33.1

9

25.3

623

.56

25.7

9

-31.7

0

32.2

7

33.8

9

-27.8

024

.03

33.3

5

-25.8

5

32.1

2

-27.7

3

23.6

5

-32.2

9-3

2.14

-27.5

6

-27.5

6

33.6

229

.63

33.4

2

24.1

9

24.2

3

23.5

7

Mxy

[kN

m/m

]-3

4.01

-25.

51-1

7.01

-8.5

00.

0011

.32

22.6

533

.97

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Mxy

= 33

.97

/ m

in M

xy=

-34.

01 k

Nm

/m N

ivo:

tem

elj [

-5.0

0 m

]


15.8

6

-14.3

1

15.9

3

-14.2

614

.26

15.9

3

-14.2

6

15.9

0

-15.4

8

15.5

2

-15.9

3

-15.9

3

-14.3

0

-15.8

6

-15.4

4

15.4

6

15.4

4

-15.5

2

-15.9

0

-15.8

6

-15.8

415

.84

14.3

0

15.4

8

14.3

0

14.2

6

-15.4

6

15.8

6

Nx

[kN

/m]

-15.

94-1

1.96

-7.9

7-3

.99

0.00 5.31

10.6

315

.94

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Nx=

15.

93 /

min

Nx=

-15

.93

kN/m

Niv

o: t

emel

j [-5

.00

m]


12.2

6

11.0

2

11.9

7

8.51

-12.2

4

-12.0

0

-11.9

7

-11.0

211

.05

11.0

6

-11.0

5

-12.2

6

12.2

9

-12.2

6

8.37

12.2

6

11.9

3

8.55

-11.0

2

11.9

5

12.2

4

8.51

11.0

28.

51

-12.3

1

-12.2

9

-11.0

68.

35

-11.9

3

8.38

12.3

2-1

2.32 1

2.31

12.0

0-1

1.95

8.37

Ny

[kN

/m]

-12.

32-9

.24

-6.16

-3.0

80.

00 4.11

8.21

12.3

2

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Ny=

12.

32 /

min

Ny=

-12

.32

kN/m

Niv

o: t

emel

j [-5

.00

m]


326.

82

-422

.16

353.

92

403.

99

309.

55

310.

45

-417

.30

-419

.94

-403

.74

338.

65

-401

.52

-368

.75

-425

.63

-423

.00

326.

29

401.

70

-424

.1330

6.64

331.

86

425.

12

340.

63

396.

92

417.

23

413.

89

302.

34

299.

89-4

13.9

7

-418

.62

424.

29

-396

.37

-342

.46

404.

15

309.

62

-404

.02

306.

9042

1.84

302.

01

-326

.45

-349

.09

-420

.85

422.

97

310.

77-3

31.79

422.

23

-402

.81

-349

.82

419.

01

420.

15

-326

.13

419.

09

-398

.29

-331

.44

402.

78

375.

18

398.

12

-418

.90

331.

64

Tz,x

[kN

/m]

-425

.64

-319

.23

-212

.82

-106

.41

0.00

141.7

128

3.41

425.

12

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Tz,

x= 4

25.12

/ m

in T

z,x=

-42

5.63

kN

/m N

ivo:

tem

elj [

-5.0

0 m

]


342.

17

-420

.50

353.

54

403.

10

323.

41

-322

.68

-420

.48

-423

.05

335.

84

-423

.04-4

02.13

-404

.84

-420

.74

-375

.52

-297

.59

402.

07

-423

.09

341.

98

423.

66

351.

53

398.

76

418.

89

416.

48

-283

.03

-282

.98

-416

.49

-420

.52

421.

17

-342

.84

-396

.06

-297

.32

403.

05

424.

44

-404

.91

-316

.34

-351

.90

-422

.30

421.

07

323.

79-3

16.44

419.

06

-338

.92

421.

27

421.

19

-341

.87

416.

57

402.

17

398.

43

-402

.44

-396

.45

-283

.00

-322

.67

-341

.85

-282

.95

368.

41

-416

.31

Tz,y

[kN

/m]

-423

.09

-282

.06

-141

.03

0.00

106.

1121

2.22

318.

3342

4.44

Opt

. 3: 1

.35x

I+1.5

xII

Utj

ecaj

i u p

loi

: max

Tz,

y= 4

24.4

4 /

min

Tz,

y= -

423.

09 k

N/m

Niv

o: t

emel

j [-5

.00

m]


Dimenzioniranje (beton)Greda 92-28EUROCODEC 25S500HKompletna shema optereenjali,2 = 5.00 m (2 = 43.30)li,3 = 5.00 m (3 = 43.30)Nepomina konstrukcija

Presjek 2-2 x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -619.12 kNM2u = -172.30 kNmM3u = 79.18 kNm

Mjerodavna kombinacija za posmik:1.35xI+1.50xIIT2u = 18.42 kNT3u = 40.02 kNM1u = 0.00 kNm

b/a = -3.500/3.307 Aa1 = 16.50 cm2Aa2 = 16.42 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 10/15(m=2) = 5.24 cm2/m]

Postotak armiranja: 3.07%

Greda 397-158EUROCODEC 25S500HKompletna shema optereenjali,2 = 5.00 m (2 = 43.30)li,3 = 5.00 m (3 = 43.30)Nepomina konstrukcija

x = 0.00m

10/15(m=2)425

425125125404

0






x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -800.72 kNM2u = -191.41 kNmM3u = -2.52 kNm

Mjerodavna kombinacija za posmik:1.35xI+1.50xIIT2u = -0.57 kNT3u = 44.50 kNM1u = 0.00 kNm




x = 0.00m

10/15(m=2)425

425125125404

0





Greda 2534-1831EUROCODEC 25S500H

Kompletna shema optereenjali,2 = 5.00 m (2 = 43.30)li,3 = 5.00 m (3 = 43.30)Nepomina konstrukcija

x = 0.00m


10/15(m=2)425

425125125404

0[cm]32

Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -801.14 kNM2u = -191.62 kNmM3u = 3.20 kNm





x = 0.00m

10/15(m=2)425

425125125404

0[cm]32

Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -816.81 kNM2u = -186.78 kNmM3u = -0.41 kNm





x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -618.81 kNM2u = -172.32 kNmM3u = -78.77 kNm





Presjek 1-1 x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -619.18 kNM2u = 172.68 kNmM3u = 79.19 kNm

Mjerodavna kombinacija za posmik:1.35xI+1.50xIIT2u = 18.42 kNT3u = -40.14 kNM1u = 0.00 kNm




x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -794.47 kN

M2u = 192.32 kNmM3u = 0.37 kNm






x = 0.00m

10/15(m=2)425

425125125404

0






x = 0.00m

10/15(m=2)425

425125125404

0[cm]32

Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -800.90 kNM2u = 191.96 kNmM3u = -2.47 kNm

Mjerodavna kombinacija za posmik:1.35xI+1.50xIIT2u = -0.56 kNT3u = -44.65 kNM1u = 0.00 kNm




x = 0.00m

10/15(m=2)425

425125125404

0

[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -817.07 kNM2u = 187.42 kNmM3u = -0.48 kNm





x = 0.00m

10/15(m=2)425

425125125404

0





Greda 10217-10060EUROCODEC 25S500H

Kompletna shema optereenjali,2 = 5.00 m (2 = 43.30)li,3 = 5.00 m (3 = 43.30)Nepomina konstrukcija

x = 0.00m


10/15(m=2)425

425125125404

0[cm]32

Mjerodavna kombinacija za savijanje:1.35xI+1.50xIIN1u = -618.72 kNM2u = 172.74 kNmM3u = -78.84 kNm





1 23

45

6

7

8

9

10111213

1415

16 17

18

1920

2122 23

24 2526 2728 29

30

3132 33

34 35

36 37

38 39

40 41

4243

4445 46

47 484

950 5152 53

54 55

56

5758

59 6061 626

3

6465

6667

6869

7071 7273 7475

7677 78

79 8081

8283

8485

8687

8889

9091

9293

94

Aa

- d.z

ona

[cm

2/m

]0.

004.

529.

03

Oda

bran

a ar

mat

ura

EU

ROCO

DE,

C 2

5, S

500H

, a=3

.00

cm

Aa

- d.

zona

Niv

o: p

rize

mlje

[0.0

0 m

]


Nivo: prizemlje [0.00 m]EUROCODEd,pl=40.0 cmC 25Gornja zona: S500H (a=3.0 cm)Donja zona: S500H (a=3.0 cm)Kompletna shema optereenja

Toka 1X=0.50 m; Y=39.60 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kNAd1 = 0.00 cm2/m

Odabrano (donja zona):Q-424 9/15 (4.24 cm2/m)Postotak armiranja: 0.78%

Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -64.45 kNm [Mxy]Nu = 0.00 kNb/a = -1.565/25.000 Ad2 = 0.00 cm2/m


Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -175.59 kNm [Mxy]Nu = 0.00 kNb/a = -3.358/25.000 Ag1 = 11.47 cm2/m

Odabrano (gornja zona):16/7.5 (26.81 cm2/m)Postotak armiranja: 0.78%

Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -71.58 kNm [Mxy]Nu = 0.00 kNb/a = -1.673/25.000 Ag2 = 4.56 cm2/m


Toka 2X=0.00 m; Y=39.10 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -52.70 kNm [Mxy]Nu = 0.00 kNb/a = -1.380/25.000 Ad1 = 0.00 cm2/m


Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kNAd2 = 0.00 cm2/m


Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -71.43 kNm [Mxy]Nu = 0.00 kNb/a = -1.669/25.000

Ag1 = 4.54 cm2/m




Toka 3X=1.00 m; Y=38.60 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.36 kNm [Mxy]Nu = 0.00 kNb/a = -0.097/25.000 Ad1 = 0.00 cm2/m


Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 1.07 kNm [Mxy]Nu = 0.00 kNb/a = -0.170/25.000 Ad2 = 0.07 cm2/m






EUROCODEd,pl=40.0 cmC 25Gornja zona: S500H (a=3.0 cm)Donja zona: S500H (a=3.0 cm)Kompletna shema optereenja

















EUROCODEd,pl=25.0 cmC 25Gornja zona: S500H (a=1.5 cm)Donja zona: S500H (a=1.5 cm)


Kompletna shema optereenja






Odabrano (gornja zona):14/10 (15.39 cm2/m)Q-424 9/15 (4.24 cm2/m)Postotak armiranja: 1.04%








Odabrano (gornja zona):14/10 (15.39 cm2/m)Q-424 9/15 (4.24 cm2/m)





Odabrano (donja zona):12/30 (3.77 cm2/m)Q-636 9/10 (6.36 cm2/m)Postotak armiranja: 0.57%



Gornja zonaPravac 1: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kNAg1 = 0.00 cm2/m

Odabrano (gornja zona):Q-424 9/15 (4.24 cm2/m)Postotak armiranja: 0.57%

Pravac 2: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 10.01 kNm [Mxy]Nu = 0.00 kNb/a = -0.886/25.000 Ag2 = 0.00 cm2/m

Odabrano (gornja zona):Q-424 9/15 (4.24 cm2/m)Postotak armiranja: 0.42%






Odabrano (gornja zona):Q-424 9/15 (4.24 cm2/m)14/10 (15.39 cm2/m)Postotak armiranja: 1.04%

Pravac 2: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kNAg2 = 0.00 cm2/m

Odabrano (gornja zona):Q-424 9/15 (4.24 cm2/m)14/10 (15.39 cm2/m)Postotak armiranja: 1.04%










Toka 11X=16.70 m; Y=39.60 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kN


Ad1 = 0.00 cm2/m















Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xII

Mu = -299.16 kNm [Mxy]Nu = 0.00 kNb/a = -3.500/13.368 Ag2 = 20.35 cm2/m




























Toka 16X=42.50 m; Y=39.60 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kN


Ad1 = 0.00 cm2/m





























Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -340.45 kNm [Mxy]Nu = 0.00 kN

b/a = -3.500/11.104 Ag1 = 23.51 cm2/m






























EUROCODEd,pl=40.0 cmC 25Gornja zona: S500H (a=3.0 cm)Donja zona: S500H (a=3.0 cm)

Kompletna shema optereenja















Pravac 2: (=0)

Mjerodavna kombinacija:1.35xI+1.50xIIMu = -189.60 kNm [Mxy]Nu = 0.00 kNb/a = -3.500/24.042 Ag2 = 12.44 cm2/m














Odabrano (donja zona):


Q-424 9/15 (4.24 cm2/m)Postotak armiranja: 0.78%














Toka 28X=8.10 m; Y=6.60 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xII

Mu = 0.00 kNm [Mxy]Nu = 0.00 kNAd1 = 0.00 cm2/m















Pravac 2: (=0)

Mjerodavna kombinacija:1.35xI+1.50xIIMu = -321.05 kNm [Mxy]Nu = 0.00 kNb/a = -3.500/12.102 Ag2 = 22.00 cm2/m






























Toka 33X=0.50 m; Y=26.40 m; Z=0.00 mDonja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xII

Mu = 0.00 kNm [Mxy]Nu = 0.00 kNAd1 = 0.00 cm2/m















Odabrano (gornja zona):

16/7.5 (26.81 cm2/m)Postotak armiranja: 0.78%














Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -237.09 kNm [Mxy]


Nu = 0.00 kNb/a = -3.500/18.202 Ag1 = 15.80 cm2/m





























Odabrano (gornja zona):

16/7.5 (26.81 cm2/m)Postotak armiranja: 0.78%














Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:1.35xI+1.50xIIMu = -175.70 kNm [Mxy]


Nu = 0.00 kNb/a = -3.363/25.000 Ag1 = 11.49 cm2/m





























Toka 45X=16.70 m; Y=33.00 m; Z=0.00 mDonja zonaPravac 1: (=90)

Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kNAd1 = 0.00 cm2/m












































Odabrano (donja zona):Q-424 9/15 (4.24 cm2/m)































Gornja zonaPravac 1: (=90)Mjerodavna kombinacija:

1.35xI+1.50xIIMu = -324.84 kNm [Mxy]Nu = 0.00 kNb/a = -3.500/11.895 Ag1 = 22.30 cm2/m






























EUROCODEd,pl=40.0 cm


C 25Gornja zona: S500H (a=3.0 cm)Donja zona: S500H (a=3.0 cm)Kompletna shema optereenja














Odabrano (gornja zona):16/7.5 (26.81 cm2/m)















Pravac 2: (=0)Mjerodavna kombinacija:1.35xI+1.50xIIMu = 0.00 kNm [Mxy]Nu = 0.00 kN

Ad2 = 0.00 cm2/m















Toka 62X=25.80 m; Y=19.80 m; Z=0.00 mDonja zona



Odabrano (donja zona):Q-424 9/15 (

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