3d 2 = klasicno zidana
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Detail Structure Analyse
General model data
Data: 3D 2 = klasicno zidana.twpDate of calculation: 15.11.2013
Calculation method: 3D model
X Theory of I order XModal analyse Stability
Theory of II order XSeismic calculation Phases of construction
Nonlinear
Size of modelNo. of joints: 10698
No. of FEM elements: 10248
No. of beam elements: 2958
No. of boundary elements: 14463
No. of basic load actions: 5
No. of load combinations: 23
Measure unitsLength: m [cm,mm]Force: kNTemperature: Celsius
Input data – Structure
3D rendered views of the structure from 3D model of the structure created by Program
Izometrija
Izometrija
Izometrija
Izometrija
2D views of the structure from 3D model of the structure created by Program
b/d=
20/5
0
b/d=20/50
b/d=20/50
b/d=20/50
b/d=
20/5
0
b/d=20/50
b/d=
20/5
0b/
d=20
/50
b/d=
20/5
0b/d=
20/5
0b/
d=20
/50
b/d=20/50b/d=20/50
b/d=
20/5
0b/
d=20
/40
b/d=20/50
b/d=20/50
0
5.00
1
5.40
2
5.20
2'
2.60
3
3.20
4
1.55 4'
3.85
5
3.40
6
3.20
7
2.20
8
5.20
11
F
1.7
7
1
2.3
8
2
1.2
5
E
4.1
7
D'
0.5
0 D
1
.22
C
1.4
0
7
1.0
0
B
4.8
0
A
2.9
0
10
4.2
0
11
5.90 5.40
2.60
2.40 11.30
2.20
3.20
3.40
3.20
7.80
5.40
5.40
8.80
5.80
5.40
4.807.10
Nivo: -3.40 - BASEMENT [0.00 m]
T 30/40
T 55
/40
b/d=20/50T 55/40
T 30/40
b/d=
20/5
0
b/d=
20/2
7
T 30/40T
55/2
7
b/d=
35/5
0
b/d=
35/5
0
b/d=
35/5
0
b/d=
35/5
0
T 55
/50
b/d=
20/5
0
b/d=
20/5
0
b/d=20/50
T 55/40
T 55
/27
T 55/27b/
d=40
/60
T 30
/40
T 55/40
T 55
/40
T 55
/40
T 55
/40
T 55
/40
T 55
/40
T 55/40T 55/40
b/d=
35/5
0b/
d=35
/50
b/d=
35/5
0
b/d=35/50
b/d=
35/5
0b/
d=35
/50
T 55
/50
T 55
/50
b/d=20/50
b/d=20/50
b/d=
35/5
0
b/d=35/50
b/d=
35/5
0
b/d=20/50
b/d=20/50
b/d=35/50
T 55/40
b/d=
35/5
0
b/d=35/50 b/d=35/50 b/d=35/50
b/d=
35/5
0
b/d=
20/5
0
b/d=20/50
T 30
/40
0
5.00
1
5.40
2
5.20
2'
2.60
3
3.20
4
1.55 4'
3.85
5
3.40
6
3.20
7
2.20
8
5.20
11
F
1.7
7
1
2.3
8
2
1.2
5
E
4.1
7
D'
0.5
0 D
1
.22
C
1.4
0
7
1.0
0
B
4.8
0
A
2.9
0
10
4.2
0
11
1.80
8.305.902.40
5.40
7.10 4.80
5.40
5.80
8.80
5.40
5.40
7.80
3.20
3.40
3.20
2.20
Nivo: 0.00 - GF [3.40 m]
T 30/40
b/d=
35/4
0b/
d=35
/40
T 55/40
b/d=
20/2
7
T 55
/27
b/d=20/50
b/d=
35/4
0
b/d=
35/4
0
b/d=35/40
T 55
/50
T 55/40
T 55/40
b/d=
35/4
0b/
d=35
/40
b/d=
20/2
7
T 55/27
T 55
/40
T 55
/27
T 55
/40
T 55/40
T 55
/40
b/d=
35/4
0
b/d=
35/4
0b/
d=35
/40
T 30/40 b/d=20/50
b/d=35/40
T 55
/40
T 55/40
b/d=
20/6
0
b/d=35/40T 55/40
T 55/40
T 30
/40
T 55/40
T 55/40
T 55
/40
T 30
/40
b/d=
35/4
0
T 55/40
T 55
/50
T 55
/50
b/d=
20/5
0
T 30
/60
b/d=
35/4
0
b/d=35/40
T 55/40
T 55/40
b/d=
35/4
0
b/d=35/40 b/d=35/40 b/d=35/40
b/d=
35/4
0
T 55
/40
T 55/40 T 30/40
T 30
/40
T 30
/40
b/d=35/50b/d=20/50
T 55/40 T 55/40
b/d=
20/5
0T
55/4
0
T 55
/27
T 55
/27
0
5.00
1
5.40
2
5.20
2'
2.60
3
3.20
4
1.55 4'
3.85
5
3.40
6
3.20
7
2.20
8
5.20
11
F
1.7
7
1
2.3
8
2
1.2
5
E
4.1
7
D'
0.5
0 D
1
.22
C
1.4
0
7
1.0
0
B
4.8
0
A
2.9
0
10
4.2
0
11
1.60
3.80
0.70
8.305.902.40
5.40
5.40
5.40
7.80
3.20
3.40
3.20
2.20
Nivo: 1. FLOOR [6.80 m]
T 55
/40
T 55/40 b/d=35/40
b/d=
20/5
0
b/d=
35/4
0
b/d=
35/4
0
T 55
/60
b/d=
20/2
7
T 55
/27
T 30/40
b/d=
35/4
0
b/d=
35/4
0
b/d=35/40
b/d=35/40
b/d=
35/4
0
b/d=
35/4
0
T 55
/27
b/d=
35/4
0
b/d=
35/4
0b/
d=35
/40
b/d=35/40 b/d=20/50T
55/4
0
T 55/40 b/d=35/40T 55/40
T 55/40
b/d=
35/4
0
T 55/40
T 55/40
T 55
/40
b/d=
35/4
0
b/d=
35/4
0
T 55/40
T 55
/50
b/d=
35/4
0
b/d=35/40
T 55/40
T 55/40
b/d=
35/4
0
b/d=35/40 b/d=35/40 b/d=35/40
b/d=
35/4
0
T 55/40 T 30/40
T 30
/40
T 30
/40
b/d=35/40b/d=20/50
b/d=
20/5
0T
55/4
0
0
5.00
1
5.40
2
5.20
2'
2.60
3
3.20
4
1.55 4'
3.85
5
3.40
6
3.20
7
2.20
8
5.20
11
F
1.7
7
1
2.3
8
2
1.2
5
E
4.1
7
D'
0.5
0 D
1
.22
C
1.4
0
7
1.0
0
B
4.8
0
A
2.9
0
10
4.2
0
11
5.40
5.92
8.305.902.40
5.40
5.40
5.40
7.80
3.20
3.40
3.20
2.20
Nivo: 2. FLOOR [10.20 m]
b/d=
35/4
0
T 30
/40
b/d=35/40
b/d=35/40
b/d=
35/4
0b/
d=35
/40
b/d=35/40
b/d=35/40 b/d=35/40
b/d=
35/4
0
0
5.00
1
5.40
2
5.20
2'
2.60
3
3.20
4
1.55 4'
3.85
5
3.40
6
3.20
7
2.20
8
5.20
11
F
1.7
7
1
2.3
8
2
1.2
5
E
4.1
7
D'
0.5
0 D
1
.22
C
1.4
0
7
1.0
0
B
4.8
0
A
2.9
0
10
4.2
0
11
Nivo: ROOF [13.60 m]
Modal analyse
Modal analyse calculate is used to calculate periods and frequencies of structure vibrations which are necessary for seismic analyse of the structure.
Calculation of Masses FactorNo Name Coefficient1 SELFWEIGHT + DEAD LOAD (g) 1.002 Gk - WALLS (DEAD LOAD) 1.003 Qk1 - Implied Load ( LIVE LOAD) 0.30
Distribution of Masses Along the HighNivo Z [m] X [m] Y [m] Masa [T] T/m2
ROOF 13.60 22.26 9.27 90.77 1.162. FLOOR 10.20 21.32 10.21 407.73 1.161. FLOOR 6.80 20.21 10.54 550.42 1.620.00 - GF 3.40 19.50 12.14 449.11 1.50-1,20 - FOOTINGS 2.20 21.16 15.11 158.81-3.40 - BASEMENT 0.00 20.45 14.17 100.68 5.33-4.60 - ELEV. PIT -1.20 19.80 8.35 21.03-6.70 - POOL TECH. -3.40 19.80 8.35 17.29 0.92Ukupno: 6.09 20.48 11.36 1795.85
Centre of Stiffness Placement Along the High of StructureNivo Z [m] X [m] Y [m]
ROOF 13.60 19.79 12.422. FLOOR 10.20 18.63 13.921. FLOOR 6.80 17.61 14.280.00 - GF 3.40 16.88 19.37-1,20 - FOOTINGS 2.20 16.85 19.73-3.40 - BASEMENT 0.00 16.89 19.52-4.60 - ELEV. PIT -1.20 19.80 8.35-6.70 - POOL TECH. -3.40 19.80 8.35
Eksc. Along the High of StructureNivo Z [m] eox [m] eoy [m]
ROOF 13.60 2.47 3.152. FLOOR 10.20 2.69 3.701. FLOOR 6.80 2.60 3.740.00 - GF 3.40 2.62 7.23-1,20 - FOOTINGS 2.20 4.31 4.62-3.40 - BASEMENT 0.00 3.56 5.35-4.60 - ELEV. PIT -1.20 0.00 0.00-6.70 - POOL TECH. -3.40 0.00 0.00
Vibration Periods of the StructureNo T [s] f [Hz]
1 0.2557 3.91162 0.1779 5.62263 0.1577 6.3411
Seismic Calculation
Used Code: EUROCODE
Ground Classification: D(Deposits of loose-to-mediumcohesionless soil (with or without some soft cohesive layers), or ofpredominantly soft-to-firm cohesivesoil.)
Importance Class (Factor): II (γ=1.2)ag/g: 0.05Behaviour Factor: 2Damping Correction Factor: 0.05S: 1.35Tb: 0.2Tc: 0.8Td: 2
Seismic Distribution Factor:Name Kx Ky Kz
Aex 1.000 0.000 0.000Aey 0.000 1.000 0.000
AexTon 1 Ton 2
Level Z [m] Px [kN] Py [kN] Pz [kN] Px [kN] Py [kN] Pz [kN]ROOF 13.60 -0.00 0.00 -0.00 7.00 14.38 -0.062. FLOOR 10.20 0.00 0.00 -0.00 23.75 62.34 4.201. FLOOR 6.80 0.00 0.00 -0.00 24.67 57.65 1.790.00 - GF 3.40 0.00 0.00 -0.00 3.67 10.20 0.75-1,20 - FOOTINGS 2.20 0.00 -0.00 -0.00 0.35 0.45 0.02-3.40 - BASEMENT 0.00 -0.00 -0.00 -0.00 0.05 0.04 -0.03-4.60 - ELEV. PIT -1.20 0.00 -0.00 -0.00 0.01 0.01 0.02-6.70 - POOL TECH. -3.40 0.00 -0.00 -0.00 0.00 0.00 0.00
Σ= 0.00 0.00 -0.00 59.50 145.08 6.68
Ton 3 Svi tonoviLevel Z [m] Px [kN] Py [kN] Pz [kN] Px [kN] Py [kN] Pz [kN]
ROOF 13.60 0.08 -0.11 0.01 7.08 14.27 -0.052. FLOOR 10.20 0.11 -0.86 2.82 23.86 61.48 7.021. FLOOR 6.80 0.20 -0.74 0.60 24.87 56.91 2.390.00 - GF 3.40 0.05 -0.19 0.02 3.72 10.01 0.78-1,20 - FOOTINGS 2.20 0.00 -0.01 0.00 0.35 0.45 0.02-3.40 - BASEMENT 0.00 0.00 -0.00 0.00 0.05 0.04 -0.03-4.60 - ELEV. PIT -1.20 -0.00 -0.00 0.00 0.01 0.01 0.02-6.70 - POOL TECH. -3.40 -0.00 0.00 0.00 0.00 0.00 0.00
Σ= 0.44 -1.91 3.45 59.94 143.17 10.14
AeyTon 1 Ton 2
Level Z [m] Px [kN] Py [kN] Pz [kN] Px [kN] Py [kN] Pz [kN]ROOF 13.60 0.08 -0.11 0.01 -0.00 0.00 -0.002. FLOOR 10.20 0.11 -0.86 2.82 0.00 0.00 -0.001. FLOOR 6.80 0.20 -0.74 0.60 0.00 0.00 -0.00
0.00 - GF 3.40 0.05 -0.19 0.02 0.00 0.00 -0.00-1,20 - FOOTINGS 2.20 0.00 -0.01 0.00 0.00 -0.00 -0.00-3.40 - BASEMENT 0.00 0.00 -0.00 0.00 -0.00 -0.00 -0.00-4.60 - ELEV. PIT -1.20 -0.00 -0.00 0.00 0.00 -0.00 -0.00-6.70 - POOL TECH. -3.40 -0.00 0.00 0.00 0.00 -0.00 -0.00
Σ= 0.44 -1.91 3.45 0.00 0.00 -0.00
Ton 3 Svi tonoviLevel Z [m] Px [kN] Py [kN] Pz [kN] Px [kN] Py [kN] Pz [kN]
ROOF 13.60 17.07 35.07 -0.14 17.15 34.96 -0.142. FLOOR 10.20 57.92 152.01 10.24 58.03 151.15 13.061. FLOOR 6.80 60.14 140.58 4.36 60.35 139.84 4.960.00 - GF 3.40 8.96 24.87 1.83 9.01 24.68 1.86-1,20 - FOOTINGS 2.20 0.85 1.11 0.05 0.86 1.10 0.05-3.40 - BASEMENT 0.00 0.12 0.10 -0.07 0.12 0.10 -0.07-4.60 - ELEV. PIT -1.20 0.01 0.02 0.04 0.01 0.02 0.04-6.70 - POOL TECH. -3.40 0.00 0.00 0.00 0.00 0.00 0.00
Σ= 145.08 353.77 16.30 145.52 351.86 19.75
Factors of participationsTon \ Name 1. Aex 2. Aey
1 0.0002 0.993 0.0003 0.007 1.005
Factors of participations - involved massesTon UX (%) UY (%) UZ (%) ΣUX
(%)ΣUY (%)
ΣUZ (%)
1 0.00 0.00 0.28 0.00 0.00 0.282 3.52 20.92 0.04 3.52 20.92 0.333 0.03 0.51 1.67 3.55 21.43 2.00
Calculations of the Structural Forces and Displacements under the Vertical and Lateral (Seismic) Forces
Opt. 4: Aex
Deformisani model IzometrijaDeformed 3D model under the seismic load Aex
Opt. 4: Aex
Deformisani model Ram: H_5
Opt. 4: Aex
Deformisani model Ram: H_2
Opt. 5: Aey
Deformisani model Izometrija
Opt. 5: Aey
Deformisani model Ram: V_4
Opt. 5: Aey
Deformisani model Ram: V_5
Opt. 5: Aey
Deformisani model Izometrija (Top)
-160.49
112.92
-102.42
-37.10
38.51
-107.46
0.84
-0.5
2 2.
84 -
0.26
1.
78 -0
.98
6.14
-11.
53
-12.
66
5.57
-1.4
1 5.
02 -0
.37
1.04
-2.7
1 3.
60
5.15
-31.02
0.65
-0.9
7 0.
26 -0
.90
0.05
-1.2
2
0.30
-0.8
9 0.
10 -0
.58
0.44
-0.7
0
-7.6
8 3.
77 -1
.33
-0.7
8 0.
26 -0
.95
1.48
-0.3
5 1.
01 -1
.10
2.22
-2.2
9 2.
55 -5
.95
-2.49 0.41
-1.47 0.70 0.37
-0.53
0.80 -1.20 0.33 -1.28 -7
.76
1.95
-3.2
0
-4.6
7
5.65
-44.
19
-28.
70
18.5
9
-0.2
5
-59.58
36.57
-11.46
-0.29 0.36 -0.32 4.69
-36.18
-26.
12
4.42
-6.8
1
-347
.25
198.
67
-121
.08
-14.31
12.58
9.79
-69.
26
-35.
50
29.0
3
-56.
30
-42.
33
38.3
0
-45.
37
-21.60
14.00 -0.73
-7.97 13.90
0.99
-18.69
-14.
01
4.54
-1.1
8 5.
56 -0
.02
10.3
2
-24.11
12.06
-13.05
-4.67
3.31
-8.23
-4.71
4.54
-5.65
-6.67
2.70
-7.37 -13.
88
7.37
-15.
13
-10.
41
5.75
-8.8
9
5.50
-2.0
9 0.
35 -0
.68
0.31
-0.2
5 0.
39 -0
.91
0.83
-1.
38
-0.03
6.61 -0.59
-6.5
8 3.
01 -8
.43
4.85
-8.1
8
-27.
27
7.61
-13.
83
-21.12
22.49
-15.77
-18.25
34.73
-43.46
8.38
-10.
56
-17.77
21.70
-24.47
-5.0
9
22.3
1
-4.4
0
-63.
03
66.7
7
-74.
33
0.20 -0.52
0.14 -0.04
-72.
73
104.
56
-74.
18
-45.
76
64.3
6
-48.
48
11.26 -28.31
23.10
-7.30
-16.
25
8.02
-21.
09
11.6
7
12.03
-0.74
-15.
67
8.56
8.77
-21.
56
-45.
37
20.1
1
-27.
22
1.76 -38.47
3.96
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max M3= 198.67 / min M3= -347.25 kNm Nivo: 0.00 - GF [3.40 m]
-110.10
93.69
-58.98
91.09
-2.0
9
18.1
4
-22.
47 2.
10
-1.6
3 2.
15
23.73
3.27
-0
.27
2.92
-0.9
7 2.
81
-1.6
3 2.
15
-0.2
1 2.
75
-13.
62 4.
01
-2.8
0
6.51
-2.6
2 0.
19
-4.6
5
10.5
6
-4.39
0.17 -1.05
2.18 -1.46
1.77 -1.51
3.73
-9.1
3
6.11
-20.
37
28.6
0
-44.
79
26.8
3
112.47 -62.62
43.85
-2.09 0.48 -2.80
27.93
-31.
80
19.6
3
-226
.03
158.
58
-32.21
21.20
23.7
5
-49.
82
49.2
7
-60.
69
61.8
2
-35.37
1.06 -4.60
0.72 -4.98
19.03
-55.87
6.24 -1.44
4.46 -1.61
33.41
15.29
-24.
34 1.
92
-6.7
2
11.5
3
-34.08
7.32 -2.60
28.20
-9.72
11.69
-7.90
8.30
-7.95
8.25
-25.
54
28.9
8
-18.
49
16.3
4
-5.3
9
22.6
2
-3.8
0
0.75
-1
.08
1.68
-1
.39
4.55
-6.73
2.13 -3.85
1.82 -3.95
10.34
-14.
89 5.
76
-15.
53 14
.71
-43.
55
24.6
9
-18.75
29.25
-40.22
57.62 -12.
35
24.3
9
-35.61
26.75
-32.
63
32.2
3
-54.
21
65.4
8
-0.40 2.07 -1.44
-74.
66
70.3
5
-51.
55
49.2
3
29.58 -23.34
23.39
-28.
55
36.7
6
-11.
15
25.2
8
-15.05
5.36 -0.63 4.54 -5.10
13.90
-25.
52
8.68
-42.
97
36.2
8
-54.
55
41.2
5
13.15 -40.45
4.85
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max T2= 158.58 / min T2= -226.03 kN Nivo: 0.00 - GF [3.40 m]
7.62
-247
.47
30.3
9 -62.75
0.14 -0.13 0.57 -0.63 0.60
-1.17 0.53 -1.03
-1.4
5
-0.4
9 0.
07 -0
.58
82.2
0
-22.
69
27.3
6
-62.
53
28.00
22.81
-6.3
5
15.3
0
-5.9
4
-4.0
1
10.3
1
-3.1
4
-7.74
39.10
-42.18
-0.5
8
-16.93
-0.20 0.02 -0.98
3.83
-4.2
6 1.
87 -5
.12
3.26
-5.4
3 11
.37
-27.67
-29.
07
65.2
4
-22.
58
-0.55 0.23 -0.05 0.33 -0.23 0.14 -0.41
0.39 -1.10
0.64 -1.73
0.03 -0.71
-1.32 0.71 -1.78
0.45 -1.23
0.41 -0.35
0.93 -1.40
0.21 -0.88
4.00 -0
.71
0.62
-2.9
1 0.
36 -1
.35
1.02
-1.5
9 0.
32 -4
.23
0.88
2.32
-30.81 0.06 -1.21
2.16 -0.79
0.22
-6.17
32.31
-12.97
0.25
-0.2
8 0.
10 -
0.02
0.
21 -0
.57
0.15
-0.5
6
0.75
-0.5
8
-0.1
9 0.
33 -0
.87
0.22
-1.4
1 0.
60 -0
.86
0.35
-1.1
1 0.
37
-17.
44
44.6
5
-53.
65
47.9
7
-45.
28
6.67
-3.9
9
0.74
-0.27 0.20 -0.29
0.29 -0.79
0.50 -1.15
0.78 -0.31
1.19 -2.74
0.34
-86.38
-0.4
4 0.
16 -0
.53
0.20
-0.3
5 0.
22 -0
.51
0.22
-0.4
4 0.
36 -0
.19
1.43
-1.8
7 0.
18 -1
.34
0.15
-0.7
5 0.
08 -0
.30
65.4
3 -39.76
58.64
-95.56
-54.77
50.95
-96.53
-120
.42
84.4
1
-101
.63
-0.2
6 0.
22 -0
.96
0.17
-0.8
7 0.
05 -0
.87
1.07
-3.56 0.17 -0.41
1.08 -0.90
1.30 -1.60
0.59
0.18
-1.3
7 3.
27 -8
.88
0.12
-0.
14
-42.
69
20.4
0 -9
.69
11.3
4
-61.
69
30.4
1
-17.
69
10.8
9
-1.2
7 3.
39 -1
.64
1.51
-1.0
3 1.
01
-44.79
38.30
-6.99
0.79
-0.5
8 1.
44 -1
.58
2.36
-2.7
1 2.
00 -3
.19
3.06
-3.3
4
1.24
-2.0
2
0.45
-0.
33
0.41
-0.9
1 0.
06 -0
.81
0.61
0.19
-0.
16
0.18
-0.5
3 0.
26 -0
.57
0.25
-0.7
6
-31.85
-0.6
6 0.
36 -0
.57
0.34
-0.4
2 0.
12 -0
.69
0.23
-4.16
0.61 -0
.56
0.70
-2.2
8
0.21
-1.4
9 0.
24 -1
.34
0.19
-1.5
2 0.
53 -0
.82
-76.07
43.34
-13.26 3.55 -0.87
1.05 -2.20
0.69 -2.44
0.38
-8.00
-1.10
0.23 -0.85
0.06 -1.07
0.09 -1.33
1.10
11.0
5
-0.38
31.07
-27.97
-68.49
-24.65
6.37
-108
.26
46.6
5
-98.
84
-183.40
93.07
-96.24
21.3
1
-5.3
6 0.
74
-0.12 0.01 -0.56
-2.2
0
0.06
-1.1
9 0.
49 -0
.53
1.08
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max M3= 93.07 / min M3= -247.47 kNm Nivo: 1. FLOOR [6.80 m]
52.1
6 -1
47.4
0
63.70 -9.15
1.81 -0.62 3.81 -0.36
4.59
-2.3
3
0.50
-0
.93
1.01
-15.
66
3.40
-4
7.96
58.7
8
-27.
24
62.3
1
-30.19
37.04
-25.69
25.69
-26.
64
26.4
2
-19.
91
4.83
-5
.13
19.4
8
-35.82
22.35
-44.27
58.09
-0.3
8 1.
84
-1.1
8 1.
05
-15.06
1.91 -1.12
2.46
-4.5
6
3.06
-21.
44
-25.57
19.61 -36.11
-65.
44
63.5
2
-2.71 1.55
-1.95 2.30
-1.92 2.34
-0.47
4.76 -1.60
2.65
-4.61
1.53 -4.00
0.73 -2.97
4.69 -1.27
3.22
-3.59 2.08
-2.41 3.26
-7.7
3 8.
61
-11.
58 4.
76
-10.
20
9.20
-9
.28
10.1
2 -7
.75
11.6
5 -1
4.54
4.
87
24.97 -0.72 2.73
-2.04 1.40
-2.40 1.11
-28.35
30.59
-0.9
5 1.
86
-1.3
9 0.
89
-1.0
8 2.
27
-0.9
5 2.
16
-2.1
9
2.98
-2.2
8 2.
92
-3.2
1 1.
99
-4.4
0 0.
56
-3.3
7 1.
71
-3.7
6 1.
32
-39.
40
59.8
2
-30.
50
25.9
0
-27.
72
21.2
0
-1.97 2.57
-2.25 2.29
-1.33 3.20
-0.55 3.98
-1.33 3.21
5.47 -2.77
9.24
-71.16
-2.5
1 2.
56
-2.7
1 2.
37
-2.2
6 2.
70
-2.6
2 2.
58
-2.8
3 2.
37
6.61
-1
.14
3.82
-1
.09
2.93
-2
.01
2.01
-41.
85
37.1
2
-65.48
102.00 -57.62
-68.23
98.30 -76.91
-98.
31
93.6
4
-1.8
1 1.
06
-2.7
7 0.
10
-2.5
1 0.
35
-3.7
2
-0.10 5.80
-1.27 2.33 -1.14 2.46 -0.51
5.25 -2.66
2.49
-1.3
5
13.6
4 -4
.75
0.21
-2
.86
2.22
-3
.52
1.56
-2
1.09
34.6
1 -4
0.14
1.03
38.3
7
-2.7
6 3.
20
-21.
71
-70.
42
52.7
4
-21.
78
0.96
-47.62
33.66
-1.5
0
9.89
-2.2
5 9.
59
-5.7
3 6.
11
-7.1
6 4.
68
-0.8
1 2.
98
-1.3
9 2.
39
-2.2
4 0.
72
-1.1
0 1.
54
-1.4
5 2.
17
-0.8
6 2.
35
-0.5
8 2.
62
-13.27
19.87
-2.6
3 0.
24
-2.5
1 0.
36
-1.9
1 0.
96
-2.5
2 0.
35
-5.29
0.80
-5.9
6 9.
08
-7.9
1 7.
13
-6.7
6 6.
39
-6.8
3 7.
10
-7.6
5 6.
28
-74.07
47.04 -6.17 13.44
-8.01 11.60
-8.19 11.42
-7.60 12.01
-4.28 15.33
-2.12 1.93
-2.07 0.46 -2.59
0.67 -2.81
1.00 -4.06
-15.
14
4.18
-8
.64
10.6
8 -6
.46
12.8
6
-24.18
34.77 -1.62
41.31
-34.14
4.67 -0.66
3.60 -1.94
8.84
-78.
23
75.8
2
-160.83
135.92
-25.
85
3.09
-7
.04
10.1
5 -4
.03
15.8
8 -2
.31
21.3
4
11.7
7
-0.95 1.96
-1.39
-0.5
9 4.
23
-2.8
1 2.
00
-3.7
4 0.
81
-4.0
2 1.
17
-3.9
2 1.
28
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max T2= 135.92 / min T2= -160.83 kN Nivo: 1. FLOOR [6.80 m]
-8.1
8
1.68
-39.
56
-23.48 -4
2.88
28.7
0
1.98
-30.15
30.96
-28.05
2.48 -0.31
0.65 -1.14
0.45 -1.35
0.46 -1.23
1.37
0.76
-1.4
1 0.
21 -1
.27
0.22
-1.0
2 0.
13 -0
.50
-87.
95
143.
67
-130
.34
-2.7
6 2.
79
-158
.24
82.3
1
-9.8
2
-40.90
36.74
-1.64
-0.1
9 0.
64 -0
.45
0.61
-0.7
2 0.
99 -
0.48
0.
91 -
0.76
0.
74 -1
.73
0.55
-1.5
8
-3.5
2 1.
41
-0.9
2
2.08
9.
17
0.66 -0.54
2.79
-4.42
-24.
07
74.8
7
0.58
-1.1
2 0.
31 -2
.74
0.26
0.89 -1.03
0.16 -0.68 0.35 -0.64 0.66
-1.21 0.93
-1.46 2.04
27.72
-62.89
-51.54
36.04
-53.20
0.32
-0.7
7
0.24
-0.3
5
0.22
-0.5
1 0.
14 -0
.37
0.15
-0.3
5 0.
40
2.73
-43.93
-2.03
0.29
19.2
9
-21.
33
30.97
-33.33 1.85
-44.02
-22.78
0.55 -1.18 0.68
-0.65 0.65
-1.81 0.11
-1.04
0.30
-1.4
1 2.
81
-0.40 0.05 -0.61
0.16 -0.29
-56.46
0.11 -0.84
0.27 -0.92
-69.
04
13.8
1
-3.5
5 -1
.46
-108
.75
83.4
6
-157
.48
-101.03
62.46
-1.53
-19.40 3.09
-9.56
-4.7
7
29.9
2
-61.
86
0.78 -1.15
0.02
-0.96 0.03
-1.34 1.56
-55.45
32.23
-0.75
0.76
-2.1
2 0.
23 -1
.89
0.81
-0.4
1 0.
32 -0
.94
0.40
-0.7
4 0.
51 -0
.93
0.69
-0.5
7 1.
01
-3.7
0
9.73
-31.
28
-5.9
0
38.4
1
-11.
05
-0.20 0.24 -0.79
0.16 -0.59
0.23 -0.61
0.20 -0.70
0.05
-0.97 0.55
-0.59 0.55 -0.82
0.50 -0.73
0.49 -0.56
0.41 -0.34 0.32
-0.74 0.37 -0.14
-0.69 0.65
-1.86 0.49 -0.03
-0.1
8 0.
66 -1
.07
0.27
-1.5
1 0.
33 -0
.76
0.32
-1.2
5 0.
43
-10.
98
15.0
7
-41.
49
-8.9
7
35.5
2
-14.
06
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max M3= 143.67 / min M3= -158.24 kNm Nivo: 2. FLOOR [10.20 m]
-12.
50
30.4
9
-16.44
16.19
-39.
70
23.7
5
23.87
-22.27
34.50
-0.50 6.31
-1.75 5.05
-1.72 5.09
-1.89 4.91
-3.80 3.01
-0.2
5 5.
55
-1.6
4 4.
60
-1.8
1 4.
21
-2.9
1 3.
12
-98.
79
106.
62
-2.0
3 1.
79
-6.8
1
-130
.50
67.2
0
-43.98
29.75
-3.5
8 4.
07
-3.2
6
4.92
-1
.68
5.98
-2
.14
5.52
-8.5
2
20.2
3
-0.1
1 1.
83
-2.2
5
2.93
-11.
29
8.03
-1
0.31
9.
02
-6.7
5 12
.57
-2.69 3.59
-1.78 4.49
-6.81
-51.
72
46.0
2 -2
.88
4.92
-1
.12
6.68
-4
.03
3.41
-3
.02
2.06
-4
.52
0.56
-3.60 5.26
-1.95 3.45 -1.65 3.75 -2.15
5.15 -1.38
5.92 -2.35
5.38 -33.94
68.61 -48.51
-63.54
71.80 -48.53
2.69
-1
.25
2.26
-1
.76
1.75
-0.8
4 1.
98
-1.6
4 0.
64
-1.1
4 2.
20
-1.2
6 1.
85
-1.2
7 1.
84
-1.7
9 1.
32
-38.41
45.75
-3.12 0.82
-2.72 1.23
29.8
9
-21.15
36.25
37.57
-18.19
1.16 -2.12
4.26 -0.46
5.92 -2.34
4.04
-0.7
1 2.
16
-2.0
4 0.
82
-2.4
4 0.
43
-6.4
0
-2.33
57.94 -5.51
0.16 -1.67 1.18 -1.78
2.45 -3.43
3.54 -37.
35
24.7
8 -2
.11
0.12
-1
.61
0.61
-77.
36
95.8
5
-92.04
63.72 -0.91 2.61
-1.81
-30.78
21.82
-25.
13
48.3
1
-0.42 3.63
-1.64 0.89 -1.49 1.05 -2.00
1.18 -2.58
1.23 -4.47
-50.68
28.08
-2.2
0 4.
18
-5.7
8 2.
37
-6.2
4 1.
91
-3.3
2 4.
30
-4.1
4 3.
48
-4.2
8 3.
17
-4.8
0 3.
00
-4.7
5 3.
04
-18.
34
0.98
-1
3.22
6.
10
-4.2
7
45.2
5
-30.
94
32.8
1
-2.54 3.84
-2.99 3.39
-2.86 3.52
-2.76 3.62
-2.94 3.44
-4.66 1.72
-4.08 3.00
-4.34 2.75
-4.19 2.89
-3.82 3.27
-3.18 3.55
-4.00 2.74
-4.51 3.99
-5.78 2.72
-3.5
7 4.
23
-4.4
2 3.
38
-5.1
1 2.
33
-3.1
9 1.
89
-4.0
4 1.
04
-18.
23
32.5
7
-10.
32
8.70
-2
4.63
43.0
5 Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max T2= 106.62 / min T2= -130.50 kN Nivo: 2. FLOOR [10.20 m]
27.0
6
-2.4
8
1.05
-1.0
8 0.
22
-66.
27
36.3
3
-0.74
0.50
-0.51
0.42
-0.59
0.35
-1.47
0.46
-1.07
0.42 -1.15
0.45 -0.53
19.1
1
-18.
56
12.0
3
-36.54
0.29
-0.80
0.09
-16.59
11.80
-0.15 0.79
-0.73
0.55
-1.00
16.51
-0.2
6 0.
17 -0
.39
0.18
-0.3
9 0.
24 -0
.69
0.22
-0.8
3
0.16
-0.7
6
1.21
-0.5
8
0.39
-0.8
8
0.34
-0.5
3
1.07
-43.24
26.41
-24.62
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max M3= 36.33 / min M3= -66.27 kNm Nivo: ROOF [13.60 m]
-16.
94
23.5
1
-2.0
5
5.51
-1
.20
13.5
1 -5
5.38
27.5
0
-4.19
2.24 -3.69
2.73 -3.70
2.73 -5.43
4.87 -3.30
0.24 -4.84
3.84
-13.
95
24.3
5
-16.
99
7.55
33.66 -5.34
0.55 -1.82
2.47 -2.98
3.89 -0.26
2.10 -0.99
4.80 -26.49
4.62 -3.77
4.73 -3.74
4.77
-14.93
38.26
-2.5
8
2.91
-2
.56
2.94
-3
.10
3.72
-2
.91
3.91
-3
.12
3.70
-4
.83
1.99
-3.9
0
3.66
-4
.24
3.32
-4
.76
2.80
-45.27
39.24 -23.81
Opt. 6: 1.35xI+1.35xII+1.5xIII
Uticaji u gredi: max T2= 39.24 / min T2= -55.38 kN Nivo: ROOF [13.60 m]
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