Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

STATIČKI PRORAČUN I DIMENZIONIRANJE SEIZMIČKIH ZIDOVA

Ulazni podaci - Konstrukcija

0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

8.4

0

6

8.4

0

7

8.4

0

8

8.4

0

9

8.4

0

10

8.4

0

11

4.5

0 1

2

3.9

0 1

3

0 3.90

1 4.50

2

8.40

3

8.40

4

8.40

5 5.60

6

8.40

7

8.40

8

8.40

9 4.50

10 3.90

11

H_23

K_12

K_11K_

10

K_9K_8

K_7

K_6

K_5K_4

K_3

K_2

K_1

H_3

V_15

H_1 V_14

H_2

V_13

V_1

2

V_1

1

V_1

0

V_9

V_8

V_7

V_6

V_5

V_4

V_3

V_2

V_1

V_1

7

H_5

H_6

V_2

0

H_8V_21

H_9

H_10

H_11

H_12

H_13

H_14

H_15

H_16

H_17

H_18

V_22

H_19

V_23

V_24

H_21

H_22

Dispozicija okvira

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

Dimenzioniranje (beton) 0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

5.6

0

6

8.4

0

7

8.4

0

8

8.4

0

9

4.5

0 1

0

3.9

0 1

1 0 0.96

1 5.16

2 4.16

3 4.96

4 3.40

5 0.20

6

1 1 2 2

Dispozicija presjeka Okvir: V_1

0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

5.6

0

6

8.4

0

7

8.4

0

8

8.4

0

9

4.5

0 1

0

3.9

0 1

1

0 0.96

1 5.16

2 4.16

3 4.96

4 3.40

5 0.20

6

3 3 4 4

Dispozicija presjeka Okvir: V_17

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

8.4

0

6

8.4

0

7

8.4

0

8

8.4

0

9

8.4

0

10

8.4

0

11

4.5

0 1

2

3.9

0 1

3 0 0.96

1 5.16

2 4.16

3 4.96

4 3.40

5 0.20

6

5 5

Dispozicija presjeka Okvir: H_8

0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

8.4

0

6

8.4

0

7

8.4

0

8

8.4

0

9

8.4

0

10

8.4

0

11

4.5

0 1

2

3.9

0 1

3 0 0.96

1 5.16

2 4.16

3 4.96

4 3.40

5 0.20

6

6 6

Dispozicija presjeka Okvir: H_5

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

Presjek 1 - 1 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/260 cm Ab = 5200 cm2 No N [kN] T [kN] M [kNm] I -338.0 8.8 -21.2 II -49.7 -0.4 -0.1 III -34.3 -3.8 -2.8 IV 1431.3 95.9 148.5 V 284.8 147.2 139.6 VI 1459.4 175.7 203.8 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+VI

Msd = -225.17 kNm Nsd = 1071.69 kN Vsd = 184.07 kN εb/εa = 0.333/10.000 ‰ As1 = 6.96 cm2 (min:7.80) (odab:4Ø16) As2 = 6.96 cm2 (min:7.80) (odab:4Ø16) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±0.90 cm2/m (min:±2.00) (odab:±Q-335)

Presjek 2 - 2 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N

0

3.9

0 1

4.5

0 2

8.4

0

3

8.4

0

4

8.4

0

5

8.4

0

6

8.4

0

7

8.4

0

8

8.4

0

9

8.4

0

10

8.4

0

11

4.5

0 1

2

3.9

0 1

3 0 0.96

1 5.16

2 4.16

3 4.96

4 3.40

5 0.20

6

7 7 8 8

Dispozicija presjeka Okvir: H_6

2.0

Aav/Aah

2.0

Aav/Aah15.0 A

s1

15.0

As2

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

Kompletna shema opterećenja

b/d = 20/700 cm Ab = 14000 cm2 No N [kN] T [kN] M [kNm] I -872.9 27.3 -39.8 II -102.1 12.9 -34.5 III -58.5 18.2 -82.9 IV 2158.4 668.3 1792.2 V 713.0 654.2 2578.6 VI 2273.1 935.2 3140.3 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII+VI

Msd = -3214.58 kNm Nsd = 1298.12 kN Vsd = 980.85 kN εb/εa = -0.745/10.000 ‰ As1 = 5.35 cm2 (min:21.00) (odab:8Ø18) As2 = 5.35 cm2 (min:21.00) (odab:8Ø18) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±1.77 cm2/m (min:±2.00) (odab:±Q-335)

Presjek 3 - 3 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/260 cm Ab = 5200 cm2 No N [kN] T [kN] M [kNm] I -445.5 -9.6 -14.2 II -80.8 -4.6 -2.9 III -124.2 -13.2 -10.8 IV 1770.1 153.4 153.9 V 372.8 178.0 329.3 VI 1808.9 235.0 363.5 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII-1.00xVI

Msd = -380.61 kNm Nsd = 1282.60 kN Vsd = -253.13 kN εb/εa = 0.407/10.000 ‰ As1 = 10.48 cm2 (min:7.80) (odab:4Ø18) As2 = 10.48 cm2 (min:7.80) (odab:4Ø18) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±1.23 cm2/m (min:±2.00) (odab:±Q-335)

Presjek 4 - 4 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/690 cm Ab = 13800 cm2 No N [kN] T [kN] M [kNm] I -888.3 -63.6 40.5 II -93.3 -9.5 13.1 III -169.5 -27.6 -12.5 IV 2155.1 358.7 1982.9 V 449.6 766.5 3533.1 VI 2201.5 846.3 4051.5 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII-1.00xVI

Msd = 4105.12 kNm Nsd = 1219.89 kN Vsd = -927.63 kN εb/εa = -0.854/10.000 ‰ As1 = 8.10 cm2 (min:20.70) (odab:8Ø18) As2 = 8.10 cm2 (min:20.70) (odab:8Ø18) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±1.70 cm2/m (min:±2.00) (odab:±Q-335)

2.0

Aav/Aah2.

0

Aav/Aah30.0 A

s130.0

As2

2.0

Aav/Aah

2.0

Aav/Aah10.0 A

s1

10.0

As2

2.0

Aav/Aah

2.0

Aav/Aah30.0 A

s1

30.0

As2

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

Okvir: H_8 Presjek 5 - 5 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/430 cm Ab = 8600 cm2 No N [kN] T [kN] M [kNm] I -585.5 44.3 -69.5 II -102.8 12.6 -14.6 III -108.4 24.4 -40.4 IV 461.3 1042.4 1918.6 V 792.9 180.9 546.1 VI 917.3 1058.0 1994.8 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII+VI

Msd = -2078.91 kNm Nsd = 229.01 kN Vsd = 1122.10 kN εb/εa = -1.253/10.000 ‰ As1 = 2.24 cm2 (min:12.90) (odab:4Ø18) As2 = 2.24 cm2 (min:12.90) (odab:4Ø18) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±3.30 cm2/m (min:±2.00) (odab:±Q-335)

Okvir: H_5 Presjek 6 - 6 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/430 cm Ab = 8600 cm2 No N [kN] T [kN] M [kNm] I -544.7 122.0 -33.2 II -65.8 18.8 -20.2 III -92.5 70.8 -10.9 IV 747.1 841.4 1477.2 V 1325.3 292.4 537.7 VI 1521.3 890.7 1572.0 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII+VI

Msd = -1625.40 kNm Nsd = 910.80 kN Vsd = 1052.70 kN εb/εa = -0.782/10.000 ‰ As1 = 7.16 cm2 (min:12.90) (odab:4Ø18) As2 = 7.16 cm2 (min:12.90) (odab:4Ø18) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±3.10 cm2/m (min:±2.00) (odab:±Q-335)

Presjek 7 - 7 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/91 cm Ab = 1820 cm2 No N [kN] T [kN] M [kNm] I -120.2 15.3 -3.1 II -17.2 1.6 -0.1 III -11.6 4.2 -0.8 IV 240.4 166.6 85.8 V 148.7 31.2 16.1

VI 282.6 169.5 87.3 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II+0.30xIII+VI

2.0

Aav/Aah

2.0

Aav/Aah21.5 A

s1

21.5

As2

2.0

Aav/Aah

2.0

Aav/Aah20.0 A

s1

20.0

As2

2.0

Aav/Aah

2.0

Aav/Aah4.6 A

s1

4.6

As2

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs

Msd = -90.48 kNm Nsd = 145.22 kN Vsd = 187.66 kN εb/εa = -0.991/10.000 ‰

As1 = 1.50 cm2 (min:2.73) (odab:4Ø14) As2 = 1.50 cm2 (min:2.73) (odab:4Ø14) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±2.61 cm2/m (min:±2.00) (odab:±Q-335)

Presjek 8 - 8 EC 2 (EN 1992-1-1:2004) C 30 Kutna armatura S500N Uzdužna armatura S500N Kompletna shema opterećenja

b/d = 20/91 cm Ab = 1820 cm2 No N [kN] T [kN] M [kNm] I -160.1 -5.3 1.2 II -27.3 -1.1 0.6 III -48.5 1.6 0.3 IV 313.7 167.2 88.0 V 169.0 30.0 16.1 VI 356.4 169.8 89.5 Mjerodavna kombinacija za savijanje: I+II-1.00xVI Mjerodavna kombinacija za posmik: I+II-1.00xVI Msd = 91.27 kNm Nsd = 168.93 kN Vsd = -176.28 kN εb/εa = -1.130/10.000 ‰ As1 = 2.25 cm2 (min:2.73) (odab:4Ø14) As2 = 2.25 cm2 (min:2.73) (odab:4Ø14) Aav = ±3.35 cm2/m (min:±1.50) Aah = ±2.45 cm2/m (min:±2.00) (odab:±Q-335)

2.0

Aav/Aah

2.0

Aav/Aah10.0 A

s1

10.0

As2

Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex - www.radimpex.rs