splinkler bazen
TRANSCRIPT
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STATIKI PRORAUN I DIMENZIONIRANJE SPLINKER BAZENA
1. ANALIZA OPTEREENJAØ Vlastita težina (program sam uzima u obzir)
Ø Tlak vode na zidove i na temeljnu plo#u bazena
= !
= . = 10 /
! = 4,94 - visina zida
= 10 4,94 = 49,4 /
Ø Dodatno stalno optere%enje na plo#u splinkera kota 4,96 m:
· 2 kN/m2
Ø Korisno optere%enje na plo#u splinkera kota 4,96 m:
· 5 kN/m2
o Gradivo
· Beton: C 30/37
· elik: B 500B
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Osnovni podaci o modelu ______________________________________________________________________________________________________________________ 3
Ulazni podaci
Ulazni podaci - Konstrukci ja ___________________________________________________________________________________________________________ 4
Ulazni podaci - Optereenje ___________________________________________________________________________________________________________ 9
Rezultati
Stati#ki prora#un ___________________________________________________________________________________________________________________ 12
Dimenzioni ranje (beton) _____________________________________________________________________________________________________________ 16
Sadržaj
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Osnovni podaci o modelu
Datoteka: SPLINKLER BAZEN.twpDatum prora#una: 14.10.2011
Na#in prora#una: 3D model
X Teorija I-og reda Modalna analiza Stabilnost
Teorija II-og reda Seizmi#ki prora#un Faze gra%enja
Nelinearni prora#un
Veliina modela
Broj #vorova: 1947Broj plo#astih elemenata: 1702Broj grednih elemenata: 0Broj grani#nih elemenata: 5208Broj osnovnih slu#ajeva optereenja: 4Broj kombinacija optereenja: 4
Jedinice mjera
Dužina: m [cm,mm]Sila: kNTemperatura: Celsius
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Ulazni podaci - Konstrukcija
Shema nivoa
Naziv z [m] h [m]
4.94 4.94 0.00
Tabela materijala
No Naziv materijala E[kN/m2] & ([kN/m3] )t[1/C] Em[kN/m2] &m1 Beton MB 40 3.400e+7 0.20 25.00 1.000e-5 3.400e+7 0.20
Konture plo#aNo Konturni #vorovi Sklop Set
1 1-1113-1804-275-1 Nivo: [0.00 m] 2
2 1656-1946-1687-1011-1656 Nivo: [4.94 m] 3
3 1011-1687-763-172-1011 Nivo: [4.94 m] 3
4 4-272-763-172-4 Okvir : H_1 2
5 474-1170-1687-1011-474 Okvir : H_2 2
6 1656-1114-1750-1946-1656 Okvir : H_3 3
7 4-172-1011-474-4 Okvir : V_1 2
8 1011-1656-1114-778-1062-842-597-474-1011 Okvir : V_1 3
9 1687-1946-1750-1170-1687 Okvir : V_2 3
10 272-763-1687-1170-272 Okvir : V_2 2
0
6 .
0 0
1
0
8.40
1
5.60
2 H_3
H_2
H_1
V_
2
V_
1
Dispozicija okvira
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Izometrija
0
6
. 0 0
1
0
8.40
1
5.60
2
Nivo: [4.94 m]
0
6 .
0 0
1
0
8.40
1
5.60
2
Nivo: [0.00 m]
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0
6 .
0 0
1
0
8.40
1
5.60
2 H_3
H_2
H_1
V_
2
V_
1
Dispozicija okvira
0
6
. 0 0
1
0
4.94
1
Okvir: H_1
0
6 .
0 0
1
0
4.94
1
Okvir: H_2
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0
6 .
0 0
1
0
4.94
1
Okvir: H_3
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Okvir: V_1
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Okvir: V_2
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H_3
H_2
H_1
V_
2
V_
1
Dispozicija okvira
H_3
H_2
H_1
V_
2
V_
1
Dispozicija okvira
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Ulazni podaci - Optere enje
Lista slu#ajeva optereenjaNo Naziv
1 VLASTITA TEZINA (g)
2 DODATNO STALNO
3 KORISNO
4 TLAK VODE
5 Komb.: I+II+III
6 Komb.: 1.35xI+1.35xII+1.5xIII+1.5xIV
7 Komb.: I+II+1.5xIV
8 Komb.: 1.35xI+1.35xII++1.5xIII
q = -2.00
q = -2.00
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 2: DODATNO STALNO
Nivo: [4.94 m]
q = -5.00
q = -5.00
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 3: KORISNO
Nivo: [4.94 m]
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q = -49.40
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 4: TLAK VODE
Nivo: [0.00 m]
q = 49.40
q = -0.00 q = -0.00
q = 49.40
0
6
. 0 0
1
0
4.94
1
Opt. 4: TLAK VODE
Okvir: H_1
q = -49.40
q = 0.00 q = 0.00
q = -49.40
0
6 .
0 0
1
0
4.94
1
Opt. 4: TLAK VODE
Okvir: H_2
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q = -49.40
q = -0.00 q = -0.00
q = -49.40
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 4: TLAK VODE
Okvir: V_1
q = 49.40
q = -0.00 q = -0.00
q = 49.40
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 4: TLAK VODE
Okvir: V_2
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Stati # ki prora# un
-49.46 29.6930.29
0 . 0 0
0 . 0
0
- 8 . 2 4
0 . 0 0
7 .
5 7
- 8
. 2 4
7
. 5 7
1 5 .
1 5
- 1 6
. 4 9
-
2 4 .
7 4
1 5
. 1 5
2 2
. 7
3
- 3 2 . 9
8
2
2 .
7 3
- 4 1 .
2 2
0.00
7 .57 - 8 . 2 4
0 .
0 0
7 . 5 7
0 .
0 0
-8.24
7 .
5 7
-16.49
7 .
5 7
0.00
- 8 . 2 4
- 8
. 2 4
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 8: 1.35xI+1.35xII+1.5xIII
Utjecaji u plo#i: max Mx= 30.29 / min Mx= -49.46 kNm/m Nivo: [0.00 m]
-30.82
-30.58
76.11
0.00 10.87
21.7 5
0 .
0 0
0 .
0 0
- 1 0 .
2 7
- 2 0 .
5 5
0 .
0 0
10.87
0 . 0
0
21.75
3 2 .6 2
43.49
5 4.36 6 5. 2 4
10.87 0.00
-10.27
-20.550 . 0 0
0.00
10.87
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 8: 1.35xI+1.35xII+1.5xIII
Utjecaji u plo#i: max My= 76.11 / min My= -30.82 kNm/m Nivo: [0.00 m]
-7.60
38.05
0.00
-3.81
4. 76
0 .
0 0
0 .
0 0
9.51
14.27
0 .
0 0 4
. 7 6
0 .
0 0
9 .
5 1
1 4 .
2 7 1
9 .
0 2
2 3 .
7 8
28.54
3 3
. 2 9
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 38.05 / min Mx= -7.60 kNm/m Nivo: [4.94 m]
-55.00
21.97
26.22
-15.71
-7.86
- 2 3. 5 7
-39. 29
-31. 43
- 4 7. 1 4
0.00
8.74
17 .4 9
0.00
0.00
8 .
7 4
1 7 .
4 9
0.00
0
6 .
0 0
1
0
8.40
1
5.60
2
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 26.22 / min My= -55.00 kNm/m Nivo: [4.94 m]
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30.68
-86.55
0 .
0 0
- 1 2 .
3 6
0 . 0
0
- 2 4
. 7 3
0 . 0 0
- 1 2 .
3 6
- 3 7
. 0 9
- 2 4 . 7 3
0 .
0 0
0 .
0 0
- 6 1 .
8 2
10. 23
2 0. 45
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 30.68 / min Mx= -86.55 kNm/m Okvir: V_1
-41.10
57.64
0. 0 0
9. 6 1
9 .6 1
0.00 0. 0 0
0.00
0 . 0 0
9. 61
0 .
0 0
9.61-10.27
- 2 0. 5 5 -3 0 .8 3
19.22
28.8338. 43
4 8. 0 4
- 1 0
. 2 7
9. 6 1 0.00
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 57.64 / min My= -41.10 kNm/m Okvir: V_1
8.42
-30.00
- 3
. 7 5 - 3. 7 5
0. 0 0 - 3 . 7 5
-11.25
- 7.50
0 .
0 0
-15.01
0 .
0 0
-18.7 6
- 2 2.51
-26.26
0 .
0 0
0 . 0 0
4 .
2 1
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 8.42 / min Mx= -30.00 kNm/m Okvir: V_2
51.21
-67.01
0.001 2.81 25.61 38.42 0
. 0 0
-11.17
- 2 2.3 4-33.51
-44.67
-55.84
0.00
-11.17
0 .0 0 0 .0 0
0
8 .
4 0
1
5 .
6 0
2
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 51.21 / min My= -67.01 kNm/m Okvir: V_2
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85.88
-35.19 0
. 0 0
1 2
. 2 7
2 4 .
5 4
3 6
. 8 1
-11.73
0 .
0 0
4 9
. 0 8
-23.47
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 85.88 / min Mx= -35.19 kNm/m Okvir: H_1
20.64
-45.07
-6.44 0.00
6.88 1 3 .7 7
- 1 2
. 8 8
-6.44
- 1 2. 8 8
0 .
0 0
- 1 9 .
3 2
- 2 5
. 7
6
-32.20
- 3 8 .6 4
6 . 8
8
- 6 .4 4 0.00 - 6. 4 4
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 20.64 / min My= -45.07 kNm/m Okvir: H_1
24.18-69.23
0.00
- 9
. 8 9
0 .
0 0
8.0 6
- 2 9 . 6 7
- 1 9
. 7 8 16 .13
- 5 9
. 3 5
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 24.18 / min Mx= -69.23 kNm/m Okvir: H_2
33.72
-80.02
-11.43
-22.86
- 4 5. 7 3 -57.16
0 .
0 0
11.24
22.49
0.00
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 33.72 / min My= -80.02 kNm/m Okvir: H_2
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-7.75 -8.123.62- 6 . 9 7
- 4
. 6 5
- 2
. 3 2
- 1 .
1 6
0 .
0 0
1 . 2
1
2 . 4 2
0 .
0 0
- 6
. 9 7
- 4 . 6 5
- 2 . 3 2
- 1
. 1 6
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max Mx= 3.62 / min Mx= -8.12 kNm/m Okvir: H_3
15.21
-0.33
-0.13
-0.78
-0.13
0 .0 0
1 .6 9
3.38
5. 0 7
6 .7 6
8. 4 5
10 .14
1 1 .8 3 1 3. 5
2
0. 0 0
0 . 0 0
0
6 .
0 0
1
0
4.94
1
Opt. 6: 1.35xI+1.35xII+1.5xIII+1.5xIV
Utjecaji u plo#i: max My= 15.21 / min My= -0.78 kNm/m Okvir: H_3
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Dimenzioniranje (beton)
1.98
2.812.88
2.65
0.00 0
. 0 0
0 .
0 0
1 .
8 0
1 .
8 0
0.00
0 .
0 0
0 .
0 0
0 .
0 0
1 .
8 0
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 2.88 cm2/m Nivo: [0.00 m]
6.78
0 .0 0 0.85
1 .7 0
0 .
0 0
0.00
0 .
0 0
0.000.85
1.70
2. 5 4
3.39
4. 2 4
5 .0 9
5 .9 3
1. 7 0
0 .
0 0
0 . 0 0
0 . 8 5
0.00
0.85
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 6.78 cm2/m Nivo: [0.00 m]
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-4.36
- 0 .5 5
0.00
- 1 . 6 3
- 0 . 5 5
0 .
0 0
- 0
. 5 5
0 .
0 0
-1.0 9
- 1
. 6 3
-
2 .
1 8
- 2
. 7 2
- 3 .
2 7
- 3
. 8 2
0.00
0 . 0 0
0 .
0 0
0 .
0 0
-0.55
0 .
0 0
-1.09
-1.63
- 2.18
- 0 . 5 5
0.00 -
0 .
5 5
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -4.36 cm2/m Nivo: [0.00 m]
-3.68
0 .0 0
- 0 . 4 6 0.00
0.00
- 0. 9 2
- 0 .
4 6
- 0 .
9 2
- 1 .
3 8
- 1 .
8 5
0 .
0 0
0 .
0 0
- 2 .
3 1
0.00
- 0
. 4 6 - 1
. 3 8
-0.46 -0.92
-1.38
0 .
0 0
- 1.8 5 -2.31
- 2 . 7 7
-3.23
0 . 0 0
- 0. 4 6
0.00
- 0 .4 6
0 .0 0 0. 0 0
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -3.68 cm2/m Nivo: [0.00 m]
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-1.01
-0.13 0.00
-0.38
- 0. 2 5
-0 .64
-0.51
- 0. 7 6
- 0. 8 9
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -1.01 cm2/m Nivo: [4.94 m]
-7.59
-1.90
-0.95
-3.80
-2 .8 5
-4.7 5
-6 .6 5
-5 .7 0
0.00
0.00
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -7.59 cm2/m Nivo: [4.94 m]
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5.38
0.00
0.67
1.35
0 .
0 0 0
. 0 0
2.02
0 .
0 0
0 .
6 7
0 .
0 0
1 .
3 5
2.02
2 .
6 9
3 .
3 7
4 .
0 4
4 .
7 2
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 5.38 cm2/m Nivo: [4.94 m]
3.69
0.00
0.460.93
1.3 9
1.85
2.31
2.7 8
0.00
0.000.46
0 .
9 3
1 .
3 9
1 .
8 5
2 .
3 1
2 .
7 8
3 .
2 4
0.460.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 3.69 cm2/m Nivo: [4.94 m]
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-9.28
- 1. 1 6 0
. 0 0
0. 0 0
0.00
- 1
. 1 6
- 2 .
3 2
- 1 .
1 6
- 4
. 6
4
0.00 0 .
0 0
- 1. 1 6
0 . 0 0
0.00
-1.16
0.00
- 3
. 4 8
- 2
. 3 2
- 6
. 9 7
- 5 . 8 1
- 4 . 6 4
- 2. 3 2
- 2
. 3 2
-1.16
0 .0 0
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -9.28 cm2/m Okvir: V_1
-4.84
- 1.2 1
0.00
0 .
0 0
-0 .6 1
- 0 . 6 1
- 2 . 4 2
- 0
. 6 1
- 1 .
2 1
0 .
0 0
- 0 . 6 1
- 0. 6 1
- 1 .8 2
-0.61
- 1. 2 1
-1.82-2.42
-3.63 -3 .0 3
0 .
0 0
- 1 .
2 1
-1.82
-2.42
-3.03
- 1
. 8 2
- 3. 6 3
0.00
- 1
. 8 2
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -4.84 cm2/m Okvir: V_1
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
9.33
1. 1 7 0
. 0 0
0 .
0 0
0.00
1 .
1 7
1 .
1 7
2 .
3 3
3 .
5 0
0.00 0 .
0 0
0 . 0 0
1. 1 7
0 . 0 0
0.00
0.00
1.17
2 .
3 3
3 . 5
0
4 . 6 6
5 .
8 3
7 . 0 0
2. 3 3
2 .
3 3
3.50
1.17
0 .0 0
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 9.33 cm2/m Okvir: V_1
4.86
1.2 2
0.00
0 .
0 0
0 .6 1
0 . 6 1
1 . 2
2
0 .
6 1
0 .
6 1
0 .
0 0
0 . 6 1
0. 6 1
1 .2 2
0.61
1. 2 2
1.832.43
3. 0 43.65
0 .
0 0
1 .
2 2
1. 8 32.43
3.0 4
1 .
8 3
3 .6 5
0.00
1 . 8
3
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 4.86 cm2/m Okvir: V_1
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
-3.24
-0.410.00
-0.81 -0. 41
-1. 2 2- 1. 6 3
-2.0 3
- 2. 4 4
- 2. 8 4
-0 .4 1
0 .0 0
-0. 41
0. 0 0
- 0 .4 1
0.00
0.00
- 0 . 4
1
- 1 . 2
2
- 0 . 8 1
- 0 .4
1
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -3.24 cm2/m Okvir: V_2
-5.63
-5.24
- 1 . 4 1
- 0 .7 0
-2.12
-1.41
-2.82-3.53
- 4. 2 3
-0.70
-2.12
-2.82
-3.53
- 4 .2 3
-4.93
- 1
. 4 1 0.00
- 0 .7 0
0 . 0 0 0.00
- 2 . 1 2
0 . 0 0
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -5.63 cm2/m Okvir: V_2
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
3.26
0.00
0 .4 1
0.81 0. 41
1. 2 2 1. 6 3
2.0 4
2. 4 4
2. 8 5
0 .4 1
0 .0 0
0. 41
0. 0 0
0 .4 1
0.00
0.00
0 .
4 1
0 .
8 1
1
.2 2
0 .4
1
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 3.26 cm2/m Okvir: V_2
5.66
5.26
0 .7 1 1 . 4 1
1.41
2.122.83
3.544.24
0.71
2.12
2.83
3.54
4 .2 4
4.95
1 .
4 1 0.00
0 .7 1
0 . 0 0 0.00
0 . 7 1
0 . 0 0
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 5.66 cm2/m Okvir: V_2
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
-6.94
-0.87
0.000.00
- 3
. 4 7
- 2
. 6 0
-1.7 4
- 5 .
2 0
- 4 .3
4
-2.60
- 6
. 0 7
- 3. 4 7
-0 .8 7
0.000 .0 0
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -6.94 cm2/m Okvir: H_1
-2.73
- 1 . 7 1
- 1. 0 2 - 0. 6 8
0 .
0 0
-0.68
- 0
. 3 4
- 0
. 6 8
- 1 . 3 7
-1.37 - 1 .
0 2
-1.71
- 2. 0 5
- 2 .3 9
-0 .34
0.00
- 1
. 7 1
- 1
. 3 7
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -2.73 cm2/m Okvir: H_1
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
6.97
0.87
0.000.00
1.7 5
2 .
6 2
3 .
4 9
4 . 3 6
5 .
2 4
2.62
6 .
1 1
3. 4 9
0 .8 7
0.000 .0 0
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 6.97 cm2/m Okvir: H_1
2.74
0.34 0. 6 9 1. 0 3
1 . 3 7
0.69
0 .
3 4
0 .
6 9
1 . 0 3
1.37
1 .
0 3
1 .
3 7
1. 71
2. 0 6
2 .4 0
0 .34
0.00
1 .
0 3
1 .
3 7
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.74 cm2/m Okvir: H_1
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
-5.72
-0. 7 2
0.000.00
- 2
. 1
5
-1.43
- 3 . 5
8
- 2 .8 7 -2.15
- 4 .
3 0
- 2 .8 7
-0.72
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -5.72 cm2/m Okvir: H_2
-3.89
- 1
. 4
6
0.00
-1. 46 - 0. 9 8
- 0 .4 9 -2.4 4
- 1
. 4 6
- 0
. 4 9
0 .
0 0
-0.49
-0.98
-1.4 6
- 0 .
4 90.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -3.89 cm2/m Okvir: H_2
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
5.75
0. 7 2
0.000.00
1.44
2 .
1 6
2 .
8 8
3 . 5
9
2.16
4 .
3 1
2 .8 8
5 . 0
3
0.72
0.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 5.75 cm2/m Okvir: H_2
3.91
0.00
0 .
4 9
0. 4 9 0. 98
1.47
1.9 6
2. 4 4 3. 4 2
0 .
0 0
0 .
4 9
0 .
9 8
0.49
0.98
1.4 7
0 .
4 90.00
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 3.91 cm2/m Okvir: H_2
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
-1.28 -1.27
- 1 . 1 3
- 0 . 6 4
-0.32
-0.16
0.00
- 1 . 1
3
- 0 . 6
4
- 0 . 4 8
- 0 . 3 2
-0 .64
- 0. 1 6
- 0. 1 6
0.00
- 0. 1
6
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 1 - max Aa1,g= -1.28 cm2/m Okvir: H_3
-2.15 -2.17
- 1 . 0 9
0.00
- 0 .2 7
- 0 .
2 7
- 1 . 3 6
0 .
0 0
- 0 . 5
5
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - g.zona - Pravac 2 - max Aa2,g= -2.17 cm2/m Okvir: H_3
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Tower - 3D Model Builder 6.0 Registered to Mucic & Co Radimpex -www.radimpex.rs
1.29 1.28
0 .
4 8
0 .6
4
0 .
8 1
0.00
0.16
0.32
0 . 4
8
0 . 6 4
0 . 8 1
0 . 4 8
0 . 3 2
0 .64
0. 1 6 0 .16
0.00
0. 1 6
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 1 - max Aa1,d= 1.29 cm2/m Okvir: H_3
2.16 2.18
0.00
0 . 2 7
1 . 9 20 .2 7
0 .
2 7
0 . 5 5
0 .
0 0
0 .
2 7
0 . 8 2
Mjerodavno optereenje: Kompletna shema EC 2 (EN 1992-1-1:2004), C 30, S500N, a=3.00 cm
Aa - d.zona - Pravac 2 - max Aa2,d= 2.18 cm2/m Okvir: H_3