zg.ri seizmički zidovi

Download ZG.ri Seizmički Zidovi

If you can't read please download the document

Post on 25-Jan-2016

38 views

Category:

Documents

6 download

Embed Size (px)

DESCRIPTION

proračun sez.zidova

TRANSCRIPT

Tower - 3D Model Builder 6.0

Registered to Matija Bertoa

Radimpex - www.radimpex.rs

Dimenzioniranje (beton)

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45b/d=40/45

1

1

2

2

Dispozicija presjeka Okvir: H_1

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

Dispozicija presjeka Okvir: H_2

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/50

b/d=40/40

b/d=40/45

b/d=40/50

11

11

12

12

13

13

Dispozicija presjeka Okvir: H_3

b/d=25/36

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=25/40b/d=25/40

b/d=40/40

b/d=40/45

b/d=40/50

b/d=40/40

b/d=40/45

b/d=40/50

14

14

15

15

16

16

Dispozicija presjeka Okvir: H_4

17

17

18

18

19

19

Dispozicija presjeka Okvir: H_5

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/50

b/d=40/40

b/d=40/45

b/d=40/50

20

20

21

21

22

22

23

23

24

24

25

25

Dispozicija presjeka Okvir: H_6

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/50

b/d=40/40

b/d=40/45

b/d=40/50

26

26

27

27

28

28

Dispozicija presjeka Okvir: H_7

29

29

30

30

31

31

32

32

33

33

34

34

35

35

36

36

Dispozicija presjeka Okvir: H_8

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45b/d=40/45

37

37

38

38

Dispozicija presjeka Okvir: H_9

Presjek 1 - 1

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

51.5

Aa1

51.5

Aa2

b/d = 40/1030 cm Ab = 41200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1392.8

-29.4

434.6

II

-589.1

-24.9

569.3

III

-14.5

-0.1

10.0

IV

-14.5

-0.1

10.0

V(1)

-1.9

-1.0

-3.5

V(2)

0.6

-6.6

29.2

V(3)

-1.9

4.1

-20.2

VI(1)

1.7

0.9

3.1

VI(2)

0.6

-5.8

25.6

VI(3)

2.3

-5.0

24.6

VII(1)

-0.1

-0.1

-0.2

VII(2)

0.9

-8.8

38.7

VII(3)

0.3

-0.6

3.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

1457.23

kNm

Nu =

-2787.83

kN

Tu =

-77.15

kN

Aa1 =

0.00

cm2

(min:61.80)

(odab:2020)

Aa2 =

0.00

cm2

(min:61.80)

(odab:2020)

Aav =

0.00

cm2/m

(min:3.00)

Aah =

0.09

cm2/m

(min:4.00)

(odab:R-1026)

Presjek 2 - 2

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

100.5

Aa1

100.5

Aa2

b/d = 15/2010 cm Ab = 30150 cm2

No

N [kN]

T [kN]

M [kNm]

I

6.9

1.0

-68.3

II

28.3

1.1

-23.2

III

4.1

0.1

-5.3

IV

4.1

0.1

-5.3

V(1)

0.8

-12.0

76.3

V(2)

-3.7

-14.0

72.1

V(3)

2.9

-3.2

10.4

VI(1)

-0.7

10.8

-68.8

VI(2)

-3.3

-12.3

63.3

VI(3)

-3.5

3.9

-12.6

VII(1)

0.1

-0.8

5.4

VII(2)

-4.9

-18.6

95.7

VII(3)

-0.4

0.5

-1.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII(3)

Mu =

-135.69

kNm

Nu =

58.54

kN

Tu =

20.01

kN

b/a = -0.127/25.000

Aa1 =

0.00

cm2

(min:45.23)

(odab:1520)

Aa2 =

0.00

cm2

(min:45.23)

(odab:1520)

Aav =

0.05

cm2/m

(min:1.13)

Aah =

0.01

cm2/m

(min:1.50)

(odab:Q-1026)

Presjek 3 - 3

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

25.0

Aa1

25.0

Aa2

b/d = 40/500 cm Ab = 20000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-711.0

-22.2

569.2

II

-176.8

7.5

59.1

III

-11.5

-0.9

11.7

IV

-11.3

-0.9

11.7

V(1)

-102.7

-11.7

13.1

V(2)

-0.0

-3.2

-102.9

V(3)

-49.3

-4.8

13.9

VI(1)

92.5

10.5

-11.8

VI(2)

-0.0

-2.8

-90.3

VI(3)

60.1

5.8

-16.9

VII(1)

-7.2

-0.8

0.9

VII(2)

-0.0

-4.3

-136.6

VII(3)

7.6

0.7

-2.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+V(2)

Mu =

876.37

kNm

Nu =

-1243.93

kN

Tu =

-33.89

kN

Aa1 =

0.00

cm2

(min:30.00)

(odab:1020)

Aa2 =

0.00

cm2

(min:30.00)

(odab:1020)

Aav =

0.00

cm2/m

(min:3.00)

Aah =

0.09

cm2/m

(min:4.00)

(odab:R-1026)

Presjek 4 - 4

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

20.0

Aa1

20.0

Aa2

b/d = 40/400 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-626.0

12.3

272.0

II

-147.0

-10.9

8.8

III

-10.0

0.5

5.3

IV

-10.1

0.5

5.2

V(1)

78.5

-8.1

25.7

V(2)

125.4

-12.1

29.4

V(3)

-48.6

3.8

45.4

VI(1)

-70.7

7.3

-23.1

VI(2)

110.0

-10.6

25.8

VI(3)

59.2

-4.7

-55.3

VII(1)

5.5

-0.6

1.8

VII(2)

166.4

-16.0

39.0

VII(3)

7.5

-0.6

-7.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVII(3)

Mu =

389.03

kNm

Nu =

-1082.35

kN

Tu =

28.35

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:820)

Aa2 =

0.00

cm2

(min:24.00)

(odab:820)

Aav =

0.00

cm2/m

(min:3.00)

Aah =

0.09

cm2/m

(min:4.00)

(odab:Q-1026)

Presjek 5 - 5

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-526.5

-25.5

52.2

II

-96.4

-10.0

13.5

III

-10.5

-1.2

1.2

IV

-10.4

-1.2

1.3

V(1)

-104.7

-14.7

-56.8

V(2)

8.1

-2.2

-100.8

V(3)

-50.1

-6.7

-20.8

VI(1)

94.3

13.3

51.2

VI(2)

7.1

-1.9

-88.5

VI(3)

61.0

8.2

25.3

VII(1)

-7.4

-1.0

-4.0

VII(2)

10.7

-2.9

-133.8

VII(3)

7.7

1.0

3.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

92.81

kNm

Nu =

-872.62

kN

Tu =

-51.37

kN

Aa1 =

0.00

cm2

(min:9.38)

(odab:420)

Aa2 =

0.00

cm2

(min:9.38)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

Aah =

0.26

cm2/m

(min:2.50)

(odab:Q-335)

Presjek 6 - 6

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-511.1

14.9

-8.8

II

-99.9

9.8

6.0

III

-10.1

0.5

-0.1

IV

-10.2

0.5

0.0

V(1)

87.4

-12.8

-59.2

V(2)

138.3

-19.9

-82.7

V(3)

-52.5

6.1

-34.3

VI(1)

-78.7

11.5

53.3

VI(2)

121.3

-17.4

-72.5

VI(3)

63.9

-7.4

41.8

VII(1)

6.1

-0.9

-4.2

VII(2)

183.6

-26.4

-109.7

VII(3)

8.1

-0.9

5.3

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII(3)

Mu =

-2.90

kNm

Nu =

-856.47

kN

Tu =

44.21

kN

Aa1 =

0.00

cm2

(min:9.37)

(odab:420)

Aa2 =

0.00

cm2

(min:9.37)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

Aah =

0.22

cm2/m

(min:2.50)

(odab:Q-335)

Presjek 7 - 7

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-341.5

14.5

48.0

II

-51.1

5.9

16.2

III

-7.6

1.4

2.9

IV

-7.5

1.4

3.0

V(1)

-43.7

-22.0

-21.1

V(2)

-6.3

-13.0

-13.1

V(3)

-18.7

-9.5

-10.1

VI(1)

39.4

19.9

19.0

VI(2)

-5.5

-11.4

-11.5

VI(3)

22.8

11.6

12.3

VII(1)

-3.1

-1.5

-1.5

VII(2)

-8.4

-17.3

-17.4

VII(3)

2.9

1.5

1.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xV(2)

Mu =

93.97

kNm

Nu =

-550.24

kN

Tu =

38.34

kN

Aa1 =

0.00

cm2

(min:9.38)

(odab:420)

Aa2 =

0.00

cm2

(min:9.38)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:8/15)

Aah =

0.19

cm2/m

(min:2.50)

(odab:8/15)

Presjek 8 - 8

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-360.5

-9.4

-7.1

II

-63.6

-1.8

1.1

III

-9.3

-1.4

-0.6

IV

-9.3

-1.4

-0.5

V

71.7

37.8

36.9

VI

60.5

29.2

28.3

VII

76.8

39.4

37.9

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

-8.89

kNm

Nu =

-597.48

kN

Tu =

-49.32

kN

Aa1 =

0.00

cm2

(min:9.37)

(odab:420)

Aa2 =

0.00

cm2

(min:9.37)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:8/15)

Aah =

0.25

cm2/m

(min:2.50)

(odab:8/15)

Presjek 9 - 9

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-38.6

-70.1

-394.2

II

1.0

-17.8

-100.1

III

1.3

-3.6

-19.7

IV

1.3

-3.6

-19.7

V

3.5

6.0

13.6

VI

2.4

5.8

9.2

VII

3.3

0.5

10.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-714.85

kNm

Nu =

-48.47

kN

Tu =

-127.24

kN

b/a = -1.622/25.000

Aa1 =

6.55

cm2

(min:9.38)

(odab:420)

Aa2 =

6.55

cm2

(min:9.38)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:8/15)

Aah =

0.64

cm2/m

(min:2.50)

(odab:8/15)

Presjek 10 - 10

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-85.5

56.2

334.3

II

-14.1

16.2

83.2

III

-2.3

3.3

16.8

IV

-2.3

3.4

16.7

V

3.3

10.4

10.5

VI

2.5

8.7

7.4

VII

3.4

11.0

10.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

603.68

kNm

Nu =

-140.46

kN

Tu =

105.70

kN

b/a = -1.638/25.000

Aa1 =

4.31

cm2

(min:9.38)

(odab:420)

Aa2 =

4.31

cm2

(min:9.38)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:8/15)

Aah =

0.53

cm2/m

(min:2.50)

(odab:8/15)

Presjek 11 - 11

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

101.5

Aa1

101.5

Aa2

b/d = 40/2030 cm Ab = 81200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2755.9

29.6

6272.7

II

-1611.7

23.5

5599.5

III

-42.2

0.6

159.7

IV

-42.2

0.6

159.6

V

12.0

19.1

74.5

VI

14.9

16.0

77.2

VII

9.1

24.5

12.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

17130.93

kNm

Nu =

-6207.75

kN

Tu =

76.15

kN

Aa1 =

0.00

cm2

(min:121.80)

(odab:3025)

Aa2 =

0.00

cm2

(min:121.80)

(odab:3020)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.05

cm2/m

(min:4.00)

(odab:10/15)

Presjek 12 - 12

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

25.0

Aa1

25.0

Aa2

b/d = 15/500 cm Ab = 7500 cm2

No

N [kN]

T [kN]

M [kNm]

I

245.9

-16.0

-620.6

II

82.4

-4.4

-202.8

III

17.8

-1.8

-41.4

IV

17.8

-1.8

-41.4

V

5.7

6.7

5.9

VI

6.0

5.7

6.3

VII

1.5

1.8

1.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-1210.35

kNm

Nu =

484.93

kN

Tu =

-31.16

kN

b/a = -0.889/25.000

Aa1 =

11.66

cm2

(min:11.25)

(odab:425)

Aa2 =

11.66

cm2

(min:11.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.13)

(odab:8/15)

Aah =

0.08

cm2/m

(min:1.50)

(odab:8/15)

Presjek 13 - 13

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

20.0

Aa1

20.0

Aa2

b/d = 15/400 cm Ab = 6000 cm2

No

N [kN]

T [kN]

M [kNm]

I

159.9

10.6

327.6

II

53.6

2.6

105.3

III

11.4

0.8

21.2

IV

11.4

0.8

21.2

V

8.9

10.1

5.4

VI

8.6

8.9

4.8

VII

9.7

11.2

5.9

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VII

Mu =

635.21

kNm

Nu =

315.11

kN

Tu =

22.62

kN

b/a = -0.837/25.000

Aa1 =

7.58

cm2

(min:9.00)

(odab:425)

Aa2 =

7.58

cm2

(min:9.00)

(odab:420)

Aav =

0.00

cm2/m

(min:1.13)

(odab:8/15)

Aah =

0.07

cm2/m

(min:1.50)

(odab:8/15)

Presjek 14 - 14

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

190.5

Aa1

190.5

Aa2

b/d = 40/3810 cm Ab = 152400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-4876.7

-4.9

2602.9

II

-2760.5

-2.7

3104.0

III

-75.7

-0.1

8.8

IV

-74.2

-0.1

6.5

V

612.7

87.1

1213.9

VI

806.5

60.8

1171.5

VII

834.3

95.1

484.3

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

8182.39

kNm

Nu =

-10847.86

kN

Tu =

-100.80

kN

Aa1 =

0.00

cm2

(min:228.60)

(odab:5025)

Aa2 =

0.00

cm2

(min:228.60)

(odab:5025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:8/15)

Aah =

0.03

cm2/m

(min:4.00)

(odab:8/15)

Presjek 15 - 15

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 40/380 cm Ab = 15200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-751.0

-44.3

-75.6

II

-230.8

-16.5

-30.4

III

-17.9

-0.8

-1.7

IV

-17.2

-0.8

-2.0

V

312.3

64.0

343.2

VI

370.3

56.5

234.3

VII

440.3

84.7

311.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

-150.64

kNm

Nu =

-1388.85

kN

Tu =

-133.98

kN

Aa1 =

0.00

cm2

(min:22.80)

(odab:625)

Aa2 =

0.00

cm2

(min:22.80)

(odab:625)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.45

cm2/m

(min:4.00)

(odab:10/15)

Presjek 16 - 16

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 25/380 cm Ab = 9500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-480.6

-10.8

-36.9

II

-113.2

-6.3

-18.3

III

-18.3

-1.5

-1.6

IV

-17.6

-1.6

-2.1

V

147.7

120.8

113.2

VI

175.8

102.8

75.7

VII

208.4

156.7

111.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

-80.24

kNm

Nu =

-848.23

kN

Tu =

-169.35

kN

Aa1 =

0.00

cm2

(min:14.25)

(odab:625)

Aa2 =

0.00

cm2

(min:14.25)

(odab:625)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.56

cm2/m

(min:2.50)

(odab:10/15)

Presjek 17 - 17

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 40/380 cm Ab = 15200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-624.1

-15.3

41.6

II

-144.7

-13.2

39.6

III

-11.7

-0.1

0.5

IV

-11.1

-0.2

0.8

V

109.5

30.4

415.0

VI

104.2

43.4

311.6

VII

57.2

17.9

497.8

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVI

Mu =

551.32

kNm

Nu =

-724.75

kN

Tu =

-62.71

kN

Aa1 =

0.00

cm2

(min:22.80)

(odab:625)

Aa2 =

0.00

cm2

(min:22.80)

(odab:625)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.21

cm2/m

(min:4.00)

(odab:10/15)

Presjek 18 - 18

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 40/380 cm Ab = 15200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-520.2

-9.7

55.8

II

-115.4

10.2

36.2

III

-11.4

-0.3

1.0

IV

-10.8

-0.4

1.3

V

98.1

86.3

378.3

VI

89.8

123.1

295.6

VII

59.9

50.6

468.8

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I-1.00xVI

Mu =

535.49

kNm

Nu =

-614.66

kN

Tu =

-132.80

kN

Aa1 =

0.00

cm2

(min:22.80)

(odab:625)

Aa2 =

0.00

cm2

(min:22.80)

(odab:625)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.44

cm2/m

(min:4.00)

(odab:10/15)

Presjek 19 - 19

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 25/380 cm Ab = 9500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-333.3

-3.6

18.0

II

-69.0

-4.7

12.4

III

-10.6

-0.6

0.7

IV

-10.0

-0.6

1.1

V

63.7

101.8

127.4

VI

54.9

141.9

90.0

VII

44.5

51.9

139.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

44.50

kNm

Nu =

-570.31

kN

Tu =

-146.88

kN

Aa1 =

0.00

cm2

(min:14.25)

(odab:625)

Aa2 =

0.00

cm2

(min:14.25)

(odab:625)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.49

cm2/m

(min:2.50)

(odab:10/15)

Presjek 20 - 20

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

82.5

Aa1

82.5

Aa2

b/d = 40/1650 cm Ab = 66000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1798.6

18.9

-709.0

II

-1034.8

-1.5

-1010.8

III

-26.8

0.5

-9.6

IV

-26.8

0.5

-9.6

V

172.8

64.7

1182.1

VI

155.6

50.5

1093.2

VII

89.5

48.8

561.4

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+V

Mu =

-2489.14

kNm

Nu =

-4024.66

kN

Tu =

83.64

kN

Aa1 =

0.00

cm2

(min:99.00)

(odab:2525)

Aa2 =

0.00

cm2

(min:99.00)

(odab:2525)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.06

cm2/m

(min:4.00)

(odab:10/15)

Presjek 21 - 21

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 40/640 cm Ab = 25600 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1234.3

17.0

-56.9

II

-451.1

5.8

8.3

III

-20.7

0.6

-2.8

IV

-19.6

0.6

-1.6

V

406.6

59.0

889.7

VI

605.2

44.3

624.3

VII

477.4

55.1

935.3

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII+V

Mu =

880.87

kNm

Nu =

-1847.05

kN

Tu =

77.70

kN

Aa1 =

0.00

cm2

(min:38.40)

(odab:1025)

Aa2 =

0.00

cm2

(min:38.40)

(odab:1025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.15

cm2/m

(min:4.00)

(odab:10/15)

Presjek 22 - 22

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

76.0

Aa1

76.0

Aa2

b/d = 40/1520 cm Ab = 60800 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1817.7

-6.9

-70.4

II

-1162.9

10.6

248.3

III

-24.5

-0.3

0.9

IV

-24.1

-0.3

-1.7

V

200.9

67.2

1268.5

VI

177.9

51.8

1148.5

VII

267.8

82.0

1707.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVII

Mu =

276.55

kNm

Nu =

-4238.31

kN

Tu =

-88.82

kN

Aa1 =

0.00

cm2

(min:91.20)

(odab:2025)

Aa2 =

0.00

cm2

(min:91.20)

(odab:2025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.07

cm2/m

(min:4.00)

(odab:10/15)

Presjek 23 - 23

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 25/640 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1072.9

51.9

-59.5

II

-318.1

19.3

11.3

III

-22.0

1.8

-3.3

IV

-20.8

1.7

-1.9

V

411.4

244.7

1013.2

VI

611.1

180.5

709.3

VII

487.2

236.8

1061.0

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII+V

Mu =

1004.86

kNm

Nu =

-1655.52

kN

Tu =

302.45

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:625)

Aa2 =

0.00

cm2

(min:24.00)

(odab:625)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.60

cm2/m

(min:2.50)

(odab:10/15)

Presjek 24 - 24

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 25/640 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-635.8

23.1

-82.4

II

-122.7

11.4

1.0

III

-21.1

2.9

-4.4

IV

-20.0

2.9

-3.1

V

197.7

376.5

446.3

VI

293.1

275.8

313.9

VII

235.9

373.9

481.6

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII+V

Mu =

399.55

kNm

Nu =

-908.60

kN

Tu =

403.04

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:625)

Aa2 =

0.00

cm2

(min:24.00)

(odab:625)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.80

cm2/m

(min:2.50)

(odab:10/15)

Presjek 25 - 25

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

13.0

Aa1

13.0

Aa2

b/d = 25/260 cm Ab = 6500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-28.0

-82.2

-22.1

II

16.0

-27.3

-13.1

III

-0.9

-6.0

-1.3

IV

0.1

-5.9

-1.5

V

30.5

77.2

25.4

VI

30.7

58.7

28.2

VII

41.6

65.3

34.6

Mjerodavna kombinacija za savijanje: I+0.30xII+VII

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xV

Mu =

-60.60

kNm

Nu =

18.34

kN

Tu =

-167.59

kN

b/a = -0.429/25.000

Aa1 =

0.77

cm2

(min:9.75)

(odab:425)

Aa2 =

0.77

cm2

(min:9.75)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.82

cm2/m

(min:2.50)

(odab:10/15)

Presjek 26 - 26

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

190.5

Aa1

190.5

Aa2

b/d = 40/3810 cm Ab = 152400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-5813.8

10.2

-3613.5

II

-3440.8

4.8

-3009.0

III

-93.6

0.3

-73.5

IV

-93.6

0.3

-73.3

V

38.4

43.9

586.2

VI

54.1

31.6

608.1

VII

46.8

43.9

145.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+V

Mu =

-9512.67

kNm

Nu =

-13164.12

kN

Tu =

55.56

kN

Aa1 =

0.00

cm2

(min:228.60)

(odab:5025)

Aa2 =

0.00

cm2

(min:228.60)

(odab:5025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.02

cm2/m

(min:4.00)

(odab:10/15)

Presjek 27 - 27

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

25.0

Aa1

25.0

Aa2

b/d = 15/500 cm Ab = 7500 cm2

No

N [kN]

T [kN]

M [kNm]

I

248.6

-23.6

621.2

II

83.2

-6.7

202.8

III

17.9

-2.2

41.5

IV

17.9

-2.2

41.5

V

7.7

8.8

7.2

VI

8.0

8.1

7.0

VII

9.1

10.5

8.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

1211.46

kNm

Nu =

489.78

kN

Tu =

-45.53

kN

b/a = -0.884/25.000

Aa1 =

11.67

cm2

(min:11.25)

(odab:425)

Aa2 =

11.67

cm2

(min:11.25)

(odab:425)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.12

cm2/m

(min:1.50)

(odab:10/15)

Presjek 28 - 28

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

20.0

Aa1

20.0

Aa2

b/d = 15/400 cm Ab = 6000 cm2

No

N [kN]

T [kN]

M [kNm]

I

157.5

11.0

-329.1

II

52.4

2.2

-105.7

III

11.4

0.9

-21.3

IV

11.4

0.9

-21.3

V

7.1

7.8

4.7

VI

8.8

8.9

4.6

VII

3.6

1.1

2.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VI

Mu =

-637.92

kNm

Nu =

309.93

kN

Tu =

20.63

kN

b/a = -0.846/25.000

Aa1 =

7.56

cm2

(min:9.00)

(odab:425)

Aa2 =

7.56

cm2

(min:9.00)

(odab:425)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.07

cm2/m

(min:1.50)

(odab:10/15)

Presjek 29 - 29

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

25.0

Aa1

25.0

Aa2

b/d = 40/500 cm Ab = 20000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-717.4

-8.6

584.2

II

-191.5

16.7

59.4

III

-12.0

-0.6

13.4

IV

-12.0

-0.6

13.4

V

223.3

26.9

90.6

VI

217.2

24.1

130.3

VII

271.7

31.0

89.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVII

Mu =

899.88

kNm

Nu =

-1275.53

kN

Tu =

-39.54

kN

Aa1 =

0.00

cm2

(min:30.00)

(odab:825)

Aa2 =

0.00

cm2

(min:30.00)

(odab:825)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.10

cm2/m

(min:4.00)

(odab:10/15)

Presjek 30 - 30

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

20.0

Aa1

20.0

Aa2

b/d = 40/400 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-579.9

-3.9

-293.9

II

-136.0

-21.5

-10.3

III

-8.4

0.1

-6.5

IV

-8.5

0.1

-6.4

V

171.0

18.5

105.4

VI

202.3

20.2

97.0

VII

30.4

3.9

142.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII

Mu =

-422.96

kNm

Nu =

-1000.79

kN

Tu =

-37.48

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:625)

Aa2 =

0.00

cm2

(min:24.00)

(odab:625)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.12

cm2/m

(min:4.00)

(odab:10/15)

Presjek 31 - 31

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-530.3

-7.5

41.8

II

-105.5

-7.2

8.0

III

-11.1

-0.5

1.3

IV

-11.1

-0.5

1.4

V

214.7

33.6

133.4

VI

210.3

30.6

107.6

VII

261.4

39.5

115.3

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII

Mu =

159.48

kNm

Nu =

-823.33

kN

Tu =

-49.10

kN

Aa1 =

0.00

cm2

(min:9.38)

(odab:425)

Aa2 =

0.00

cm2

(min:9.38)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.25

cm2/m

(min:2.50)

(odab:10/15)

Presjek 32 - 32

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-455.6

-6.0

-36.3

II

-82.2

7.0

-4.1

III

-8.1

-0.2

-1.4

IV

-8.2

-0.2

-1.3

V

178.0

28.6

141.5

VI

207.8

31.1

111.2

VII

27.1

6.5

146.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVI

Mu =

-57.33

kNm

Nu =

-751.81

kN

Tu =

-37.07

kN

Aa1 =

0.00

cm2

(min:9.37)

(odab:425)

Aa2 =

0.00

cm2

(min:9.37)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.19

cm2/m

(min:2.50)

(odab:10/15)

Presjek 33 - 33

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-375.6

37.5

-8.5

II

-66.2

12.0

-1.7

III

-10.3

3.1

-0.3

IV

-10.3

3.1

-0.2

V

89.5

44.0

30.0

VI

88.6

38.3

26.9

VII

106.7

49.3

35.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VII

Mu =

-14.34

kNm

Nu =

-623.38

kN

Tu =

90.34

kN

Aa1 =

0.00

cm2

(min:9.38)

(odab:425)

Aa2 =

0.00

cm2

(min:9.38)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.46

cm2/m

(min:2.50)

(odab:10/15)

Presjek 34 - 34

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-346.6

-42.2

-9.2

II

-60.8

-12.6

-4.7

III

-9.9

-3.4

-0.5

IV

-9.9

-3.4

-0.6

V

73.0

37.3

26.5

VI

84.1

36.1

24.0

VII

11.1

18.1

17.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xV

Mu =

-20.40

kNm

Nu =

-575.35

kN

Tu =

-83.17

kN

Aa1 =

0.00

cm2

(min:9.38)

(odab:425)

Aa2 =

0.00

cm2

(min:9.38)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.42

cm2/m

(min:2.50)

(odab:10/15)

Presjek 35 - 35

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-141.6

-103.4

-452.2

II

-29.6

-29.1

-119.3

III

-5.5

-6.4

-24.4

IV

-5.5

-6.4

-24.4

V

1.6

11.7

9.6

VI

1.9

11.6

8.7

VII

1.8

13.9

11.3

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-829.67

kNm

Nu =

-244.64

kN

Tu =

-193.80

kN

b/a = -2.004/25.000

Aa1 =

5.42

cm2

(min:9.38)

(odab:425)

Aa2 =

5.42

cm2

(min:9.38)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.98

cm2/m

(min:2.50)

(odab:10/15)

Presjek 36 - 36

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

12.5

Aa1

12.5

Aa2

b/d = 25/250 cm Ab = 6250 cm2

No

N [kN]

T [kN]

M [kNm]

I

-173.3

66.6

-399.6

II

-41.1

20.4

-107.1

III

-8.2

4.9

-22.0

IV

-8.2

4.9

-22.0

V

1.7

10.3

6.1

VI

2.2

11.7

5.6

VII

1.4

1.4

4.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-736.36

kNm

Nu =

-309.17

kN

Tu =

128.67

kN

b/a = -2.033/25.000

Aa1 =

3.72

cm2

(min:9.37)

(odab:425)

Aa2 =

3.72

cm2

(min:9.37)

(odab:425)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.65

cm2/m

(min:2.50)

(odab:10/15)

Presjek 37 - 37

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

51.5

Aa1

51.5

Aa2

b/d = 40/1030 cm Ab = 41200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1569.0

-37.8

-606.3

II

-705.5

-37.1

-815.4

III

-17.7

-0.1

-13.5

IV

-17.7

-0.1

-13.5

V

3.5

4.9

23.6

VI

3.2

6.9

35.3

VII

4.4

2.7

27.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-2063.97

kNm

Nu =

-3205.49

kN

Tu =

-106.79

kN

Aa1 =

0.00

cm2

(min:61.80)

(odab:1625)

Aa2 =

0.00

cm2

(min:61.80)

(odab:1625)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.13

cm2/m

(min:4.00)

(odab:10/15)

Presjek 38 - 38

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

100.5

Aa1

100.5

Aa2

b/d = 15/2010 cm Ab = 30150 cm2

No

N [kN]

T [kN]

M [kNm]

I

18.8

-3.5

6.9

II

33.2

-0.6

5.2

III

4.5

-0.1

3.6

IV

4.5

-0.0

3.7

V

4.5

21.4

116.5

VI

5.9

18.0

101.6

VII

6.4

19.0

95.4

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xV

Mu =

23.09

kNm

Nu =

82.57

kN

Tu =

-25.13

kN

b/a = 0.779/25.000

Aa1 =

0.98

cm2

(min:45.23)

(odab:1225)

Aa2 =

0.98

cm2

(min:45.23)

(odab:1225)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.02

cm2/m

(min:1.50)

(odab:10/15)

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45b/d=40/45

39

39

40

40

Dispozicija presjeka Okvir: V_9

41

41

42

42

43

43

44

44

45

45

46

46

47

47

48

48

Dispozicija presjeka Okvir: V_8

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/40

b/d=40/45

b/d=40/45

b/d=40/40

b/d=40/45

49

49

50

50

51

51

52

52

Dispozicija presjeka Okvir: V_7

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/40

b/d=40/40

b/d=40/45

53

53

54

54

55

55

56

56

Dispozicija presjeka Okvir: V_6

57

57

58

58

59

59

60

60

Dispozicija presjeka Okvir: V_5

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=25/40b/d=25/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/40

b/d=40/40

b/d=40/45

61

61

62

62

63

63

Dispozicija presjeka Okvir: V_4

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45

b/d=40/40

b/d=40/45

b/d=40/45

b/d=40/40

b/d=40/45

64

64

65

65

66

66

67

67

Dispozicija presjeka Okvir: V_3

68

68

69

69

70

70

71

71

72

72

73

73

74

74

75

75

Dispozicija presjeka Okvir: V_2

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/40

b/d=40/45b/d=40/45

76

76

77

77

78

78

79

79

Dispozicija presjeka Okvir: V_1

Presjek 39 - 39

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

100.5

Aa1

100.5

Aa2

b/d = 40/2010 cm Ab = 80400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2183.3

1.1

-17.6

II

-739.7

-0.4

14.2

III

-23.6

0.1

-0.5

IV

-23.6

0.1

-0.5

V

8.6

7.6

14.3

VI

6.0

10.5

16.8

VII

8.8

7.5

13.7

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+VI

Mu =

-3.32

kNm

Nu =

-4095.96

kN

Tu =

11.62

kN

Aa1 =

0.00

cm2

(min:120.60)

(odab:3825)

Aa2 =

0.00

cm2

(min:120.60)

(odab:3825)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.01

cm2/m

(min:4.00)

(odab:10/15)

Presjek 40 - 40

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

100.5

Aa1

100.5

Aa2

b/d = 15/2010 cm Ab = 30150 cm2

No

N [kN]

T [kN]

M [kNm]

I

29.4

13.5

-32.6

II

34.2

3.8

-10.4

III

5.4

0.6

-1.2

IV

5.4

0.6

-1.2

V

6.2

16.3

104.8

VI

4.3

19.7

121.7

VII

6.3

15.3

88.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VI

Mu =

-61.67

kNm

Nu =

99.90

kN

Tu =

34.36

kN

b/a = 0.603/25.000

Aa1 =

1.23

cm2

(min:45.22)

(odab:1025)

Aa2 =

1.23

cm2

(min:45.22)

(odab:1025)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.02

cm2/m

(min:1.50)

(odab:10/15)

Presjek 41 - 41

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

17.5

Aa1

17.5

Aa2

b/d = 40/350 cm Ab = 14000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-473.9

-6.8

-212.4

II

-106.7

11.0

-1.5

III

-6.3

-0.2

-4.3

IV

-6.2

-0.2

-4.3

V

145.8

15.2

42.9

VI

122.1

14.3

52.5

VII

156.7

17.1

7.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVII

Mu =

-296.09

kNm

Nu =

-810.16

kN

Tu =

-23.84

kN

Aa1 =

0.00

cm2

(min:21.00)

(odab:820)

Aa2 =

0.00

cm2

(min:21.00)

(odab:820)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.09

cm2/m

(min:4.00)

(odab:10/15)

Presjek 42 - 42

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-376.4

-3.0

-41.7

II

-56.2

-8.0

-9.9

III

-6.2

-0.2

-1.2

IV

-6.1

-0.1

-1.2

V

180.3

22.4

75.7

VI

157.5

21.1

101.7

VII

196.2

24.9

71.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

-73.19

kNm

Nu =

-602.55

kN

Tu =

-30.23

kN

Aa1 =

0.00

cm2

(min:8.25)

(odab:420)

Aa2 =

0.00

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.17

cm2/m

(min:2.50)

(odab:10/15)

Presjek 43 - 43

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-284.4

30.5

-26.3

II

-42.6

10.3

-6.3

III

-7.4

2.5

-1.3

IV

-7.3

2.5

-1.2

V

73.6

28.7

18.6

VI

60.9

29.7

16.1

VII

78.4

31.6

20.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VII

Mu =

-46.93

kNm

Nu =

-459.95

kN

Tu =

65.25

kN

Aa1 =

0.00

cm2

(min:8.25)

(odab:420)

Aa2 =

0.00

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.38

cm2/m

(min:2.50)

(odab:10/15)

Presjek 44 - 44

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-142.3

-46.2

318.4

II

-33.1

-13.7

82.8

III

-6.4

-3.4

16.6

IV

-6.4

-3.4

16.6

V

2.5

9.0

5.2

VI

2.3

7.2

5.4

VII

2.6

9.4

5.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

581.32

kNm

Nu =

-252.36

kN

Tu =

-88.54

kN

b/a = -2.009/25.000

Aa1 =

3.62

cm2

(min:8.25)

(odab:420)

Aa2 =

3.62

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.51

cm2/m

(min:2.50)

(odab:10/15)

Presjek 45 - 45

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

21.5

Aa1

21.5

Aa2

b/d = 40/430 cm Ab = 17200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-743.3

12.1

310.6

II

-172.5

-8.7

7.8

III

-12.8

0.5

6.6

IV

-12.7

0.5

6.6

V

169.6

19.7

134.3

VI

180.5

23.4

153.9

VII

45.2

3.3

177.7

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+VI

Mu =

441.92

kNm

Nu =

-1283.15

kN

Tu =

35.50

kN

Aa1 =

0.00

cm2

(min:25.80)

(odab:1020)

Aa2 =

0.00

cm2

(min:25.80)

(odab:1020)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.10

cm2/m

(min:4.00)

(odab:10/15)

Presjek 46 - 46

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

15.0

Aa1

15.0

Aa2

b/d = 25/300 cm Ab = 7500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-627.4

12.5

-9.4

II

-119.8

12.8

-9.3

III

-12.9

0.5

-0.2

IV

-12.8

0.5

-0.2

V

186.0

39.2

178.3

VI

202.6

48.7

225.5

VII

39.3

11.8

199.3

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVI

Mjerodavna kombinacija za posmik: I+0.30xII+VI

Mu =

213.34

kNm

Nu =

-865.95

kN

Tu =

65.02

kN

Aa1 =

0.00

cm2

(min:11.25)

(odab:620)

Aa2 =

0.00

cm2

(min:11.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.27

cm2/m

(min:2.50)

(odab:10/15)

Presjek 47 - 47

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

15.0

Aa1

15.0

Aa2

b/d = 25/300 cm Ab = 7500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-425.6

-16.9

-35.4

II

-74.4

-5.0

-12.0

III

-11.4

-2.0

-1.5

IV

-11.4

-2.1

-1.5

V

72.5

42.7

43.4

VI

82.5

54.1

53.1

VII

9.9

20.7

33.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

-68.16

kNm

Nu =

-705.00

kN

Tu =

-72.56

kN

Aa1 =

0.00

cm2

(min:11.25)

(odab:620)

Aa2 =

0.00

cm2

(min:11.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.31

cm2/m

(min:2.50)

(odab:10/15)

Presjek 48 - 48

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

15.0

Aa1

15.0

Aa2

b/d = 25/300 cm Ab = 7500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-109.5

58.7

-445.9

II

-21.0

17.6

-117.0

III

-3.8

4.0

-23.9

IV

-3.8

4.0

-23.9

V

1.1

13.5

6.7

VI

1.2

15.9

8.3

VII

0.2

3.3

5.2

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-816.97

kNm

Nu =

-185.47

kN

Tu =

112.19

kN

b/a = -1.619/25.000

Aa1 =

4.55

cm2

(min:11.25)

(odab:620)

Aa2 =

4.55

cm2

(min:11.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.47

cm2/m

(min:2.50)

(odab:10/15)

Presjek 49 - 49

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

88.0

Aa1

88.0

Aa2

b/d = 40/1760 cm Ab = 70400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2006.1

-28.1

904.7

II

-1074.6

-36.0

1539.0

III

-30.0

0.3

46.4

IV

-30.0

0.3

46.2

V

32.3

27.0

167.4

VI

25.9

40.4

150.8

VII

36.0

26.9

193.7

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII

Mu =

3606.23

kNm

Nu =

-4369.66

kN

Tu =

-91.94

kN

Aa1 =

0.00

cm2

(min:105.60)

(odab:2425)

Aa2 =

0.00

cm2

(min:105.60)

(odab:2425)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.07

cm2/m

(min:4.00)

(odab:10/15)

Presjek 50 - 50

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

90.5

Aa1

90.5

Aa2

b/d = 40/1810 cm Ab = 72400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2053.6

30.4

-1609.9

II

-1114.0

46.8

-1551.9

III

-29.9

-0.3

-77.9

IV

-29.9

-0.3

-77.8

V

30.6

32.2

139.4

VI

29.6

42.0

156.5

VII

15.0

43.7

24.3

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII

Mu =

-4629.81

kNm

Nu =

-4492.77

kN

Tu =

111.21

kN

Aa1 =

0.00

cm2

(min:108.60)

(odab:2425)

Aa2 =

0.00

cm2

(min:108.60)

(odab:2425)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.08

cm2/m

(min:4.00)

(odab:10/15)

Presjek 51 - 51

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

17.5

Aa1

17.5

Aa2

b/d = 15/350 cm Ab = 5250 cm2

No

N [kN]

T [kN]

M [kNm]

I

124.0

-2.4

-240.2

II

41.3

0.8

-77.6

III

9.0

-0.2

-15.6

IV

9.0

-0.2

-15.6

V

11.0

11.3

3.9

VI

8.3

9.6

4.4

VII

11.2

12.4

4.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVII

Mu =

-466.42

kNm

Nu =

244.22

kN

Tu =

-14.85

kN

b/a = -0.851/25.000

Aa1 =

6.14

cm2

(min:7.88)

(odab:225)

Aa2 =

6.14

cm2

(min:7.88)

(odab:225)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.05

cm2/m

(min:1.50)

(odab:10/15)

Presjek 52 - 52

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

21.5

Aa1

21.5

Aa2

b/d = 15/430 cm Ab = 6450 cm2

No

N [kN]

T [kN]

M [kNm]

I

186.2

7.5

407.1

II

63.0

1.7

133.0

III

13.7

1.0

27.0

IV

13.7

1.0

27.0

V

7.2

7.6

6.7

VI

7.0

8.4

7.5

VII

3.6

1.5

1.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VI

Mu =

793.64

kNm

Nu =

368.52

kN

Tu =

16.40

kN

b/a = -0.855/25.000

Aa1 =

8.83

cm2

(min:9.68)

(odab:225)

Aa2 =

8.83

cm2

(min:9.68)

(odab:225)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.05

cm2/m

(min:1.50)

(odab:10/15)

Presjek 53 - 53

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 40/640 cm Ab = 25600 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1398.4

-7.9

-89.6

II

-463.3

-5.0

-77.0

III

-29.6

-0.3

-3.4

IV

-27.3

-0.3

-3.5

V

388.1

58.6

777.2

VI

311.9

86.8

961.5

VII

287.1

49.3

1087.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

-242.07

kNm

Nu =

-2629.49

kN

Tu =

-96.21

kN

Aa1 =

0.00

cm2

(min:38.40)

(odab:1025)

Aa2 =

0.00

cm2

(min:38.40)

(odab:1025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.19

cm2/m

(min:4.00)

(odab:10/15)

Presjek 54 - 54

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 25/640 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1338.8

-29.1

-260.5

II

-365.7

-26.1

-99.7

III

-33.8

-0.7

-9.2

IV

-31.2

-0.7

-9.0

V

414.4

149.7

929.5

VI

352.5

220.8

1126.4

VII

267.8

124.9

1303.9

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

-516.26

kNm

Nu =

-2409.30

kN

Tu =

-257.72

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:1020)

Aa2 =

0.00

cm2

(min:24.00)

(odab:1020)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.51

cm2/m

(min:2.50)

(odab:10/15)

Presjek 55 - 55

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 25/640 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-937.2

-46.5

-244.0

II

-204.1

-15.7

-83.1

III

-36.4

-1.6

-11.9

IV

-33.7

-1.6

-11.4

V

220.0

185.8

401.0

VI

190.7

270.4

497.2

VII

135.4

137.2

559.1

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

-473.15

kNm

Nu =

-1628.99

kN

Tu =

-321.59

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:1020)

Aa2 =

0.00

cm2

(min:24.00)

(odab:1020)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.64

cm2/m

(min:2.50)

(odab:10/15)

Presjek 56 - 56

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

32.0

Aa1

32.0

Aa2

b/d = 25/640 cm Ab = 16000 cm2

No

N [kN]

T [kN]

M [kNm]

I

-246.3

-47.1

124.9

II

-34.4

-16.7

53.6

III

-15.9

-2.4

4.5

IV

-13.0

-2.3

5.9

V

16.2

78.3

13.5

VI

14.1

109.9

16.2

VII

9.6

42.3

3.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVI

Mu =

257.67

kNm

Nu =

-407.72

kN

Tu =

-162.01

kN

Aa1 =

0.00

cm2

(min:24.00)

(odab:1020)

Aa2 =

0.00

cm2

(min:24.00)

(odab:1020)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.32

cm2/m

(min:2.50)

(odab:10/15)

Presjek 57 - 57

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 40/380 cm Ab = 15200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-607.3

-20.0

1.3

II

-152.7

-23.8

-30.8

III

-11.9

-0.1

0.0

IV

-10.9

-0.1

-0.1

V

315.3

43.1

205.3

VI

219.6

60.3

244.8

VII

271.7

56.4

289.3

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVI

Mu =

281.28

kNm

Nu =

-924.86

kN

Tu =

-87.42

kN

Aa1 =

0.00

cm2

(min:22.80)

(odab:1020)

Aa2 =

0.00

cm2

(min:22.80)

(odab:1020)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.29

cm2/m

(min:4.00)

(odab:10/15)

Presjek 58 - 58

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 25/380 cm Ab = 9500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-536.8

29.5

-63.5

II

-110.2

45.3

-23.4

III

-12.9

-0.1

-2.1

IV

-11.7

-0.1

-2.0

V

339.0

102.5

161.3

VI

238.9

144.5

228.7

VII

283.4

134.4

213.4

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VI

Mu =

-124.23

kNm

Nu =

-910.19

kN

Tu =

187.55

kN

Aa1 =

0.00

cm2

(min:14.25)

(odab:620)

Aa2 =

0.00

cm2

(min:14.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.62

cm2/m

(min:2.50)

(odab:10/15)

Presjek 59 - 59

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 25/380 cm Ab = 9500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-359.0

29.4

-36.7

II

-64.8

4.9

-11.3

III

-12.4

-0.4

-1.9

IV

-11.1

-0.4

-1.9

V

124.4

134.1

51.5

VI

97.6

181.6

71.7

VII

79.4

183.2

69.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+VII

Mu =

-69.68

kNm

Nu =

-601.04

kN

Tu =

214.06

kN

Aa1 =

0.00

cm2

(min:14.25)

(odab:620)

Aa2 =

0.00

cm2

(min:14.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.71

cm2/m

(min:2.50)

(odab:10/15)

Presjek 60 - 60

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

19.0

Aa1

19.0

Aa2

b/d = 25/380 cm Ab = 9500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-168.2

20.7

59.8

II

-23.2

5.4

21.1

III

-10.2

1.9

0.9

IV

-8.0

1.9

1.1

V

24.0

56.5

105.1

VI

24.9

80.5

86.2

VII

32.8

73.7

134.5

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII

Mjerodavna kombinacija za posmik: I+0.30xII+VI

Mu =

200.64

kNm

Nu =

-207.97

kN

Tu =

102.80

kN

Aa1 =

0.00

cm2

(min:14.25)

(odab:620)

Aa2 =

0.00

cm2

(min:14.25)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.34

cm2/m

(min:2.50)

(odab:10/15)

Presjek 61 - 61

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

13.0

Aa1

13.0

Aa2

b/d = 40/260 cm Ab = 10400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-465.0

14.7

25.9

II

-155.9

14.5

4.1

III

-7.9

0.1

0.6

IV

-7.9

0.1

0.6

V

374.4

12.7

70.9

VI

275.3

17.1

85.5

VII

325.2

17.7

101.7

Mjerodavna kombinacija za savijanje:

I+0.30xII-1.00xV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

98.08

kNm

Nu =

-886.14

kN

Tu =

41.67

kN

Aa1 =

0.00

cm2

(min:15.60)

(odab:620)

Aa2 =

0.00

cm2

(min:15.60)

(odab:620)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.20

cm2/m

(min:4.00)

(odab:10/15)

Presjek 62 - 62

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

13.0

Aa1

13.0

Aa2

b/d = 25/260 cm Ab = 6500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-415.5

-17.1

2.2

II

-123.6

-45.5

3.5

III

-8.4

0.3

0.1

IV

-8.4

0.3

0.1

V

394.0

51.7

69.5

VI

288.4

68.3

101.1

VII

346.5

72.8

89.3

Mjerodavna kombinacija za savijanje: I+V

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII

Mu =

71.69

kNm

Nu =

-21.48

kN

Tu =

-103.54

kN

b/a = -0.541/25.000

Aa1 =

0.41

cm2

(min:9.75)

(odab:620)

Aa2 =

0.41

cm2

(min:9.75)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.50

cm2/m

(min:2.50)

(odab:10/15)

Presjek 63 - 63

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

13.0

Aa1

13.0

Aa2

b/d = 25/260 cm Ab = 6500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-238.1

-27.0

8.7

II

-56.7

-5.7

2.7

III

-7.5

1.1

0.5

IV

-7.6

1.1

0.5

V

165.5

81.7

12.7

VI

124.0

103.2

18.3

VII

136.3

116.1

16.2

Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xV

Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII

Mu =

22.15

kNm

Nu =

-420.58

kN

Tu =

-144.80

kN

Aa1 =

0.00

cm2

(min:9.75)

(odab:620)

Aa2 =

0.00

cm2

(min:9.75)

(odab:620)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.70

cm2/m

(min:2.50)

(odab:10/15)

Presjek 64 - 64

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

88.0

Aa1

88.0

Aa2

b/d = 40/1760 cm Ab = 70400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2032.7

-24.7

-1214.3

II

-1065.8

-29.0

-1539.2

III

-31.7

0.3

-56.4

IV

-31.6

0.3

-56.5

V

8.6

26.4

46.8

VI

7.4

32.7

60.6

VII

2.9

37.6

24.0

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII

Mu =

-4041.27

kNm

Nu =

-4395.05

kN

Tu =

-76.91

kN

Aa1 =

0.00

cm2

(min:105.60)

(odab:2425)

Aa2 =

0.00

cm2

(min:105.60)

(odab:2425)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.06

cm2/m

(min:4.00)

(odab:10/15)

Presjek 65 - 65

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

90.5

Aa1

90.5

Aa2

b/d = 40/1810 cm Ab = 72400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-2097.6

29.0

1927.0

II

-1115.5

40.2

1558.8

III

-31.9

-0.3

88.1

IV

-31.9

-0.3

88.2

V

13.1

21.7

73.4

VI

11.5

32.8

82.5

VII

16.2

22.7

100.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII

Mu =

5085.13

kNm

Nu =

-4557.70

kN

Tu =

99.58

kN

Aa1 =

0.00

cm2

(min:108.60)

(odab:2425)

Aa2 =

0.00

cm2

(min:108.60)

(odab:2425)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.07

cm2/m

(min:4.00)

(odab:10/15)

Presjek 66 - 66

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

17.5

Aa1

17.5

Aa2

b/d = 15/350 cm Ab = 5250 cm2

No

N [kN]

T [kN]

M [kNm]

I

95.0

19.1

194.6

II

34.2

4.4

63.5

III

7.6

0.7

12.4

IV

7.6

0.7

12.4

V

8.8

9.1

3.2

VI

6.3

7.2

3.7

VII

5.4

3.8

1.3

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

378.32

kNm

Nu =

192.16

kN

Tu =

33.59

kN

b/a = -0.798/25.000

Aa1 =

4.89

cm2

(min:7.88)

(odab:164)

Aa2 =

4.89

cm2

(min:7.88)

(odab:416)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.12

cm2/m

(min:1.50)

(odab:10/15)

Presjek 67 - 67

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

21.5

Aa1

21.5

Aa2

b/d = 15/430 cm Ab = 6450 cm2

No

N [kN]

T [kN]

M [kNm]

I

146.3

-25.6

-353.0

II

51.8

-6.3

-114.6

III

11.8

-0.6

-22.7

IV

11.8

-0.6

-22.7

V

8.4

10.3

8.5

VI

7.5

9.3

7.6

VII

9.6

12.1

9.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-685.83

kNm

Nu =

294.62

kN

Tu =

-45.01

kN

b/a = -0.843/25.000

Aa1 =

7.39

cm2

(min:9.68)

(odab:420)

Aa2 =

7.39

cm2

(min:9.68)

(odab:420)

Aav =

0.00

cm2/m

(min:1.13)

(odab:10/15)

Aah =

0.13

cm2/m

(min:1.50)

(odab:10/15)

Presjek 68 - 68

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

70.5

Aa1

70.5

Aa2

b/d = 40/1410 cm Ab = 56400 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1101.0

-1.8

2231.6

II

-631.6

2.7

-277.3

III

-8.8

-0.0

53.8

IV

-8.9

-0.0

54.4

V

114.8

13.7

624.0

VI

99.5

16.8

495.2

VII

27.5

8.3

253.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I-1.00xVI

Mu =

2686.18

kNm

Nu =

-2448.42

kN

Tu =

-18.61

kN

Aa1 =

0.00

cm2

(min:84.60)

(odab:2025)

Aa2 =

0.00

cm2

(min:84.60)

(odab:2025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.02

cm2/m

(min:4.00)

(odab:10/15)

Presjek 69 - 69

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

69.0

Aa1

69.0

Aa2

b/d = 40/1380 cm Ab = 55200 cm2

No

N [kN]

T [kN]

M [kNm]

I

-1241.6

0.2

-3032.5

II

-613.9

-3.9

39.3

III

-13.3

0.0

-73.7

IV

-13.4

0.1

-74.1

V

212.9

29.3

945.1

VI

199.6

31.0

835.9

VII

253.6

37.9

1076.5

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII-1.00xVII

Mu =

-4156.98

kNm

Nu =

-2618.99

kN

Tu =

-38.85

kN

Aa1 =

0.00

cm2

(min:82.80)

(odab:2025)

Aa2 =

0.00

cm2

(min:82.80)

(odab:2025)

Aav =

0.00

cm2/m

(min:3.00)

(odab:10/15)

Aah =

0.04

cm2/m

(min:4.00)

(odab:10/15)

Presjek 70 - 70

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-487.2

12.6

39.4

II

-99.8

0.9

6.4

III

-9.5

0.2

1.1

IV

-9.7

0.2

1.0

V

129.9

15.3

77.8

VI

116.6

14.7

97.0

VII

23.0

1.4

102.8

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

I+0.30xII+V

Mu =

64.48

kNm

Nu =

-823.29

kN

Tu =

28.10

kN

Aa1 =

0.00

cm2

(min:8.25)

(odab:420)

Aa2 =

0.00

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.16

cm2/m

(min:2.50)

(odab:10/15)

Presjek 71 - 71

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-397.0

38.3

10.8

II

-82.5

11.9

1.0

III

-13.1

4.0

0.5

IV

-13.2

4.0

0.5

V

54.2

19.7

12.8

VI

46.8

23.0

13.4

VII

13.0

10.2

3.9

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

16.80

kNm

Nu =

-681.45

kN

Tu =

76.12

kN

Aa1 =

0.00

cm2

(min:8.25)

(odab:420)

Aa2 =

0.00

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.44

cm2/m

(min:2.50)

(odab:10/15)

Presjek 72 - 72

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aav/Aah

2.0

Aav/Aah

11.0

Aa1

11.0

Aa2

b/d = 25/220 cm Ab = 5500 cm2

No

N [kN]

T [kN]

M [kNm]

I

-214.9

-74.0

-447.6

II

-56.8

-23.9

-122.6

III

-12.0

-5.9

-25.3

IV

-12.0

-5.9

-25.3

V

2.4

6.9

2.3

VI

1.6

5.9

2.8

VII

2.0

1.8

2.6

Mjerodavna kombinacija za savijanje:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mjerodavna kombinacija za posmik:

1.35xI+1.50xII+0.75xIII+0.90xIV

Mu =

-829.90

kNm

Nu =

-395.00

kN

Tu =

-145.55

kN

b/a = -2.530/25.000

Aa1 =

4.88

cm2

(min:8.25)

(odab:420)

Aa2 =

4.88

cm2

(min:8.25)

(odab:420)

Aav =

0.00

cm2/m

(min:1.88)

(odab:10/15)

Aah =

0.84

cm2/m

(min:2.50)

(odab:10/15)

Presjek 73 - 73

EUROCODE

C 25

Kutna armatura S500H

Uzduna armatura S500H

Kompletna shema optereenja

2.0

Aa