26_wsp900f
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Transcript of 26_wsp900f
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MostyGd
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80-178Gdansk
WINGRA
F-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page1
12.02.2016
Geom
etri
a
ustr
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SOFiSTiK AG - www.sofistik.de
M 1 : 151X
Y
ZX * 0.502Y * 0.906Z * 0.962
Structure
m0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00
5.
00
0.
00
-5.
00
-10.
00
-15.
00
=== MG - 29 A ===
Klasa obcie: A + 0,3K
Rozstaw belek: 2,6 [m]
Wysig wspornika: 0,9 [m
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ELEMENTS
(V15.13-25)
Page2
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M 1 : 244X
Y
Z
-33.4
-19.8
-33.4
-33.4
-33.4
-33.4
-33.2
-33.2
-33.2
-33.2
-33.2
-32.9
-32.9
-32.9
-32.9
-32.9
-32.8
-32.8
-32.8
-32.8
-32.8
-32.7
-32.7
-32.7
-32.7
-32.7
-32.6
-32.6
-32.6
-32.6
-32.6
-32.5
-32.5
-32.5
-32.5
-32.5
-32.3
-32.3
-32.3
-32.3
-32.3
-32.3
-32.3
-32.3
-32.3
-32.3
-32.1
-32.1
-32.1
-32.1
-32.1
-31.9
-31.9
-31.9
-31.9
-31.9
-31.7
-31.7
-31.7
-31.7
-31.7
-31.7
-31.7
-31.7
-31.7
-31.7
-31.6
-31.6
-31.6
-31.6
-31.6
-31.5
-31.5
-31.5
-31.5
-31.5
-31.5
-31.5
-31.5
-31.5
-31.5
-31.4
-31.4
-31.4
-31.4
-31.4
-31.4
-31.4
-31.4
-31.4
-31.4
-31.3
-31.3
-31.3
-31.3
-31.3
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.2
-31.1
-31.1
-31.1
-31.1
-31.1
-31.1
-31.1
-31.1
-31.1
-31.1
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-31.0
-30.9
-30.9
-30.9
-30.9
-30.9
-30.9
-30.9
-30.9
-30.9
-30.9
-29.6
-29.6
-29.6
-29.6
-29.6
-29.3
-29.3
-29.3
-29.3
-29.3
-29.0
-29.0
-29.0
-29.0
-29.0
-28.7
-28.7
-28.7
-28.7
-28.7
-27.1
-27.1
-27.1
-27.1
-27.1
-23.9
-23.9
-23.9
-23.9
-23.9
-23.0
-23.0
-23.0
-23.0
-23.0
-22.6
-22.6
-22.6
-22.6
-22.6
-22.5
-22.5
-22.5
-22.5
-22.5
-22.2
-22.2
-22.2
-22.2
-22.2
-21.4
-21.4
-21.4
-21.4
-21.4
-21.2
-21.2
-21.2
-21.2
-21.2
-21.2
-21.2
-21.2
-21.2
-21.2
-21.0
-21.0
-21.0
-21.0
-21.0
-20.9
-20.9
-20.9
-20.9
-20.9
-20.9
-20.9
-20.9
-20.9
-20.5
-20.5
-20.5
-20.5
-20.5
-20.3
-20.3
-20.3
-20.3
-20.3
-20.1
-20.1
-20.1
-20.1
-20.1
-19.8
-19.8
-19.8
-19.8
Beam Elements , Uniaxial bottom stress, Design Case 7002 02 Sprezenie, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa (Min=-33.4)
(Max=-19.8)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00
MG29 -> Klasa A + 0.3 K rozstaw 2.6m
sprenie + cw belki
charakterystyczne
w!"kna #olne
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ELEMENTS
(V15.13-25)
Page3
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Geom
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ustr
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M 1 : 244X
Y
Z
-7.27
1.89
-7.27
-7.27
-7.27
-7.27
-7.26
-7.26
-7.26
-7.26
-7.26
-7.25
-7.25
-7.25
-7.25
-7.25
-7.24
-7.24
-7.24
-7.24
-7.24
-7.20
-7.20
-7.20
-7.20
-7.20
-7.19
-7.19
-7.19
-7.19
-7.19
-7.15
-7.15
-7.15
-7.15
-7.15
-7.05
-7.05
-7.05
-7.05
-7.05
-7.04
-7.04
-7.04
-7.04
-7.04
-6.96
-6.96
-6.96
-6.96
-6.96
-6.95
-6.95
-6.95
-6.95
-6.95
-6.82
-6.82
-6.82
-6.82
-6.82
-6.69
-6.69
-6.69
-6.69
-6.69
-6.47
-6.47
-6.47
-6.47
-6.47
-6.34
-6.34
-6.34
-6.34
-6.34
-6.30
-6.30
-6.30
-6.30
-
6.30
-6.10
-6.10
-6.10
-6.10
-
6.10
-6.06
-6.06
-6.06
-6.06
-
6.06
-5.90
-5.90
-5.90
-5.90
-5.90
-5.86
-5.86
-5.86
-5.86
-5.86
-5.56
-5.56
-5.56
-5.56
-5.56
-5.46
-5.46
-5.46
-5.46
-5.46
-5.42
-5.42
-5.42
-5.42
-5.42
-5.32
-5.32
-5.32
-5.32
-5.32
-5.29
-5.29
-5.29
-5.29
-5.29
-5.24
-5.24
-5.24
-5.24
-5.24
-5.11
-5.11
-5.11
-5.11
-5.11
-5.07
-5.07
-5.07
-5.07
-5.07
-4.98
-4.98
-4.98
-4.98
-4.98
-4.92
-4.92
-4.92
-4.92
-4.92
-4.70
-4.70
-4.70
-4.70
-4.70
1.89
1.89
1.89
1.89
1.89
1.89
1.89
1.89
1.89
1.87
1.87
1.87
1.87
1.87
1.87
1.87
1.87
1.87
1.87
0.791
0.791
0.791
0.791
0.791
0.638
0.638
0.638
0.638
0.638
0.564
0.564
0.564
0.564
0.564
0.490
0.490
0.490
0.490
0.490
0.488
0.439
0.439
0.439
0.439
0.439
0.413
0.413
0.413
0.413
0.413
0.198
0.160
0.160
0.160
0.160
0.160
0.123
0.123
0.123
0.123
0.123
0.0954
0.0954
0.0954
0.0954
0.0954
0.0926
0.0926
0.0926
0.0926
0.0497
0.0497
0.0497
0.0497
0.0497
Beam Elements , Uniaxial top stress, Design Case 7004 04 transport, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 20.0 MPa (Min=-7.27)
(Max=1.89)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.0
0
MG29 -> Klasa A + 0.3 K rozstaw 2.6m
sprenie + cw belki
charakterystyczne
w!"kna g"rne
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anskSp.zo.o.*
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WINGRA
F-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page4
12.02.2016
Geom
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ustr
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M 1 : 244X
Y
Z
-29.6
-18.1
-29.6
-29.6
-29.6
-29.6
-29.4
-29.4
-29.4
-29.4
-29.4
-29.1
-29.1
-29.1
-29.1
-29.1
-29.1
-29.1
-29.1
-29.1
-29.1
-28.9
-28.9
-28.9
-28.9
-28.9
-28.9
-28.9
-28.9
-28.9
-28.9
-28.7
-28.7
-28.7
-28.7
-28.7
-28.7
-28.7
-28.7
-28.7
-28.7
-28.5
-28.5
-28.5
-28.5
-28.5
-28.5
-28.5
-28.5
-28.5
-28.5
-28.3
-28.3
-28.3
-28.3
-28.1
-28.1
-28.1
-28.1
-28.1
-28.0
-28.0
-28.0
-28.0
-28.0
-27.9
-27.9
-27.9
-27.9
-27.9
-27.9
-27.9
-27.9
-27.9
-27.9
-27.8
-27.8
-27.8
-27.8
-27.8
-27.8
-27.8
-27.8
-27.8
-27.8
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.7
-27.6
-27.6
-27.6
-27.6
-27.6
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.5
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.4
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.3
-27.2
-27.2
-27.2
-27.2
-27.2
-26.4
-26.4
-26.4
-26.4
-26.4
-26.1
-26.1
-26.1
-26.1
-26.1
-25.9
-25.9
-25.9
-25.9
-25.9
-25.6
-25.6
-25.6
-25.6
-25.6
-21.5
-21.5
-21.5
-21.5
-21.5
-21.2
-21.2
-21.2
-21.2
-21.2
-20.7
-20.7
-20.7
-20.7
-20.7
-20.4
-20.4
-20.4
-20.4
-20.4
-20.4
-20.4
-20.4
-20.4
-20.4
-20.1
-20.1
-20.1
-20.1
-20.1
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.4
-19.2
-19.2
-19.2
-19.2
-19.2
-19.2
-19.2
-19.2
-19.2
-19.2
-19.0
-19.0
-19.0
-19.0
-18.7
-18.7
-18.7
-18.7
-18.7
-18.5
-18.5
-18.5
-18.5
-18.5
-18.3
-18.3
-18.3
-18.3
-18.3
-18.1
-18.1
-18.1
-18.1
Beam Elements , Uniaxial bottom stress, Design Case 7004 04 transport, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa (Min=-29.6)
(Max=-18.1)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00
sprenie + cw belki + 30#ni reol i pielegnac$i be%on&
charakterystyczne
w!"kna #olne
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anskSp.zo.o.*
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F-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page5
12.02.2016
Geom
etri
a
ustr
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SOFiSTiK AG - www.sofistik.de
M 1 : 244X
Y
Z
-19.6
-11.6
-19.4
-19.2
-19.2
-19.0
-18.9
-18.9
-18.8
-18.6
-18.6
-18.5
-18.4
-18.4
-18.4
-18.4
-18.4
-18.2
-18.2
-18.2
-18.2
-18.1
-18.1
-18.1
-18.1
-18.0
-18.0
-18.0
-18.0
-17.9
-17.9
-17.9
-17.9
-17.9
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.7
-17.7
-17.7
-17.7
-17.6
-17.6
-17.6
-17.5
-17.5
-17.5
-17.5
-17.4
-17.4
-17.3
-17.3
-17.2
-17.2
-17.1
-17.1
-17.1
-17.1
-17.1
-17.1
-17.1
-17.0
-17.0
-17.0
-17.0
-16.9
-16.9
-16.9
-16.9
-16.9
-16.7
-16.7
-16.7
-16.7
-16.7
-16.7
-16.6
-16.6
-16.6
-16.5
-16.5
-16.4
-16.4
-16.4
-16.4
-16.4
-16.3
-16.2
-16.2
-16.2
-16.2
-16.2
-16.1
-16.1
-16.0
-16.0
-15.9
-15.9
-15.9
-15.9
-15.8
-15.8
-15.8
-15.8
-15.8
-15.7
-15.7
-15.7
-15.7
-15.7
-15.7
-15.6
-15.6
-15.6
-15.6
-15.6
-15.6
-15.5
-15.5
-15.4
-15.4
-15.4
-15.4
-15.4
-15.4
-15.3
-15.3
-15.3
-15.2
-15.2
-15.2
-15.2
-15.1
-15.1
-15.1
-15.1
-15.1
-15.0
-15.0
-15.0
-15.0
-15.0
-14.9
-14.8
-14.8
-14.8
-14.8
-14.8
-14.8
-14.7
-14.7
-14.7
-14.7
-14.7
-14.7
-14.7
-14.6
-14.6
-14.6
-14.5
-14.5
-14.5
-14.5
-14.5
-14.5
-14.4
-14.4
-14.4
-14.3
-14.3
-14.3
-14.2
-14.1
-14.1
-14.1
-14.0
-13.9
-13.9
-13.9
-13.9
-13.8
-13.8
-13.7
-13.7
-13.7
-13.7
-13.7
-13.7
-13.7
-13.6
-13.5
-13.5
-13.5
-13.4
-13.4
-13.3
-13.3
-13.3
-13.2
-13.2
-13.2
-13.1
-13.1
-13.1
-13.1
-13.0
-13.0
-13.0
-12.9
-12.9
-12.9
-12.8
-12.8
-12.8
-12.7
-12.6
-12.6
-12.6
-12.6
-12.6
-12.5
-12.5
-12.5
-12.4
-12.4
-12.4
-12.4
-12.3
-12.3
-12.0
-12.0
-11.9
-11.8
-11.7
-11.6
Beam Elements , Uniaxial bottom stress, Design Case 7040 40 wyposazenie, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 40.0 MPa (Min=-19.6)
(Max=-11.6)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00
cw + wyposazenie + sprezenie ( bez reologii )
charakterystyczne
w!"kna #olne
-
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MostyGd
anskSp.zo.o.*
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80-178Gdansk
WINGRAF-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page6
12.02.2016
Geom
etri
a
ustr
oju
SOFiSTiK AG - www.sofistik.de
M 1 : 244X
Y
Z
-16.7
-7.8
-16.4
-16.2
-16.2
-16.1
-16.0
-15.9
-15.9
-15.9
-15.9
-15.8
-15.8
-15.8
-15.7
-15.7
-15.7
-15.6
-15.6
-15.6
-15.6
-15.5
-15.5
-15.5
-15.5
-15.5
-15.4
-15.4
-15.4
-15.4
-15.4
-15.3
-15.3
-15.2
-15.2
-15.2
-15.1
-15.1
-15.0
-15.0
-14.9
-14.9
-14.8
-14.7
-14.7
-14.6
-14.6
-14.4
-14.4
-14.3
-14.1
-14.1
-14.1
-14.0
-13.9
-13.8
-13.7
-13.7
-13.7
-13.6
-13.6
-13.6
-13.6
-13.6
-13.6
-13.5
-13.5
-13.5
-13.5
-13.5
-13.3
-13.3
-13.2
-13.2
-13.2
-13.2
-13.2
-13.2
-13.1
-13.1
-13.1
-13.0
-13.0
-13.0
-13.0
-12.9
-12.9
-12.9
-12.9
-12.9
-12.8
-12.8
-12.7
-12.7
-12.7
-12.6
-12.6
-12.6
-12.6
-12.6
-12.5
-12.5
-12.5
-12.5
-12.5
-12.4
-12.4
-12.3
-12.3
-12.3
-12.3
-12.2
-12.2
-12.2
-12.2
-12.2
-12.1
-12.1
-12.1
-12.1
-12.0
-12.0
-11.9
-11.9
-11.9
-11.9
-11.9
-11.9
-11.8
-11.8
-11.8
-11.8
-11.8
-11.8
-11.7
-11.7
-11.7
-11.7
-11.6
-11.6
-11.6
-11.6
-11.5
-11.5
-11.5
-11.5
-11.5
-11.5
-11.5
-11.4
-11.4
-11.3
-11.3
-11.3
-11.3
-11.3
-11.3
-11.2
-11.2
-11.1
-11.1
-11.1
-11.0
-11.0
-11.0
-11.0
-11.0
-10.9
-10.9
-10.9
-10.9
-10.8
-10.8
-10.7
-10.7
-10.7
-10.6
-10.6
-10.6
-10.6
-10.6
-10.6
-10.6
-10.5
-10.5
-10.5
-10.4
-10.4
-10.3
-10.3
-10.3
-10.3
-10.2
-10.1
-10.1
-10.1
-10.1
-10.0
-9.9
-9.9
-9.9
-9.8
-9.7
-9.7
-9.6
-9.5
-9.5
-9.4
-9.4
-9.4
-9.3
-9.2
-9.1
-8.9
-8.9
-8.8
-8.7
-8.7
-8.7
-8.7
-8.6
-8.5
-8.4
-8.4
-8.3
-8.3
-7.9
Beam Elements , Uniaxial bottom stress, Design Case 7049 49 pelzanie, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 40.0 MPa (Min=-16.7)
(Max=-7.84)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00
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anskSp.zo.o.*
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M 1 : 249X
Y
Z
30.1
3.1
29.9 29.929.7 29.729.6 29.0 28.928.828.5 27.8 27.5 26.5
26.2
26.1
26.0 26.026.025.9
25.7
25.7 25.5 25.4
25.4
24.824.8 24.524.4 23.6 23.2
22.5 22.4
22.2
22.122.0
21.8 21.120.0
19.719.3 19.319.319.1
19.0
18.9
18.7
18.7
18.7
18.6
18.618.418.4
18.1 18.0
18.017.9
17.9
17.8
17.7
17.6
17.5
17.5
17.4
17.3 17.3
17.3 17.316.9 16.9
16.8
16.6
16.4
16.2
16.1
15.8
15.4
15.4
15.1
15.0
15.0
15.0
14.9
14.8
14.6
14.5
14.5
14.4
14.3
14.3
14.214.1
14.0
13.6
13.513.5
13.3
13.0
12.9 12.8
12.6
12.6
12.6
12.5 12.3
12.2
12.212.012.0 11.7
11.5
11.2
11.0
10.8
9.69.5
9.4
9.49.3
9.29.1
9.1
9.08.9
8.3
8.0
7.8
7.5
7.1
6.8 6.5
4.5
4.4
4.4
4.3
3.7
3.4
2.9
2.9
2.9
2.9
2.9
2.9
2.62.6
2.52.5
2.5
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2 2.22.1
2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0
1.9
1.9
1.9
1.91.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.7 1.7
1.7
1.71.7
1.7
1.71.6
1.6 1.6 1.6
1.6 1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.4
1.41.4
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.0
1.01.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.90.9
0.9
0.9
0.9
0.9
0.9
0.9 0.9 0.9
0.9
0.90.9
0.9 0.8
0.8
0.8 0.8
0.8
0.8
0.8
0.8
0.80.8
0.8
0.8 0.80.8
0.7
0.7
0.70.7
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4 0.4
0.4
0.4
0.3
0.3 0.30.30.3
0.2 0.2
0.1
0.1
0.1 0.1
Nodal displacement in global Z, Loadcase 4049 pelzanie , 1 cm 3D = 80.0 mm (Min=-30.1) (Max=3.10)
m0.00 10.00 20.00 30.00 40.00 50.00 60.00
20.
00
10.
00
0.
00
-10.
00
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anskSp.zo.o.*
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M 1 : 244X
Y
Z
-15.1
2.20
-15.1
-15.1
-15.1
-15.1
-15.0
-15.0
-15.0
-15.0
-15.0
-12.2
-12.1
-12.0
-12.0
-11.9
-11.9
-11.8
-11.8
-11.4
-11.4
-11.4
-11.3
-11.3
-11.3
-11.3
-11.2
-11.1
-11.1
-11.1
-11.0
-11.0
-10.9
-10.7
-10.7
-10.6
-10.6
-10.6
-10.5
-10.5
-10.5
-10.4
-10.2
-9.89
-9.77
-9.71
-9.61
-9.58
-9.52
-9.40
-9.38
-9.29
-9.28
-9.25
-9.22
-9.17
-9.16
-9.12
-9.02
-8.97
-8.97
-8.94
-8.92
-8.71
-8.67
-8.61
-8.35
-8.34
-8.22
-8.21
-8.10
-8.07
-8.05
-7.98
-7.97
-7.86
-7.80
-7.77
-7.75
-7.70
-7.63
-7.62
-7.54
-7.51
-7.47
-7.46
-7.46
-7.28
-7.24
-7.23
-7.16
-7.14
-7.03
-6.93
-6.91
-6.90
-6.88
-6.81
-6.80
-6.76
-6.73
-6.63
-6.59
-6.58
-6.57
-6.53
-6.49
-6.43
-6.41
-6.35
-6.27
-6.18
-6.18
-6.06
-6.05
-6.01
-6.01
-5.96
-5.84
-5.78
-5.70
-5.63
-5.61
-5.51
-5.49
-5.48
-5.45
-5.32
-5.29
-5.24
-5.11
-5.04
-5.04
-4.91
-4.90
-4.82
-4.74
-4.71
-4.71
-4.68
-4.56
-4.46
-4.42
-4.42
-4.29
-4.24
-4.07
-4.02
-3.98
-3.77
-3.54
-3.50
-3.46
-3.25
-3.17
-3.05
-3.02
-2.99
-2.82
-2.82
-2.74
-2.71
-2.59
-2.58
-2.57
-2.54
-2.52
-2.26
2.19
-2.19
2.13
2.05
2.03
2.00
-1.98
1.96
1.95
1.94
1.87
-1.85
1.85
-1.84
1.80
-1.79
1.79
-1.78
1.76
1.75
1.71
1.65
1.64
1.64
-1.64
1.64
-1.60
-1.59
1.55
-1.54
1.53
1.45
1.45
-1.43
1.41
-1.33
1.29
1.22
1.22
1.22
-1.22
1.21
-0.969
0.860
0.836
0.826
-0.819
-0.607
-0.493
-0.426
-0.418
-0.278
0
.184
0
.159
0
.122
0.114
-0.0587
0.0149
Beam Elements , Uniaxial bottom stress, Design Case 7051 docel+reol+Mymax, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 40.0 MPa
(Min=-15.1) (Max=2.20)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.
00
'k!a# (o#s%awowy + reologia
charakterystyczne
w!"kna #olne
-
7/25/2019 26_wsp900f
9/15
MostyGd
anskSp.zo.o.*
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*
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ELEMENTS
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Page9
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Geom
etr
ia
ustr
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M 1 : 244X
Y
Z
-14.9
2.95
-14.8
-14.8
-14.8
-14.8
-14.7
-14.7
-14.7
-14.7
-14.7
-11.8
-11.7
-11.6
-11.5
-11.5
-11.4
-11.0
-11.0
-10.9
-10.9
-10.9
-10.8
-10.7
-10.6
-10.5
-10.4
-10.4
-10.3
-10.3
-10.2
-10.2
-10.1
-10.1
-10.1
-10.0
-10.0
-9.99
-9.93
-9.93
-9.74
-9.71
-9.58
-9.42
-9.24
-9.12
-9.11
-9.05
-8.94
-8.82
-8.81
-8.79
-8.75
-8.73
-8.70
-8.65
-8.54
-8.47
-8.47
-8.45
-8.33
-8.21
-8.14
-8.11
-7.93
-7.73
-7.60
-7.57
-7.55
-7.49
-7.49
-7.34
-7.32
-7.21
-7.10
-7.04
-6.86
-6.81
-6.77
-6.76
-6.74
-6.73
-6.73
-6.68
-6.65
-6.59
-6.53
-6.52
-6.51
-6.47
-6.45
-6.35
-6.26
-6.24
-6.23
-6.22
-6.16
-5.99
-5.91
-5.90
-5.87
-5.80
-5.65
-5.65
-5.63
-5.60
-5.60
-5.58
-5.58
-5.56
-5.50
-5.42
-5.34
-5.28
-5.12
-5.07
-5.06
-5.00
-4.97
-4.95
-4.90
-4.78
-4.72
-4.62
-4.55
-4.52
-4.51
-4.36
-4.33
-4.30
-4.23
-4.16
-4.10
-4.07
-3.99
-3.98
-3.91
-3.89
-3.88
-3.87
-3.82
-3.77
-3.73
-3.66
-3.65
-3.51
-3.47
-3.46
-3.42
2.94
-2.93
2.87
2.80
2.77
2.75
2.69
-2.68
-2.66
2.66
2.65
2.62
-2.57
2.57
-2.55
2.53
2.50
2.49
2.48
2.46
2.42
2.41
2.39
-2.39
-2.36
2.36
2.25
2.25
-2.24
2.22
2.22
-2.16
2.13
-2.11
-2.10
2.08
-2.00
2.00
1.99
-1.96
-1.94
-1.93
1.89
1.89
1.88
-1.77
1.74
1.73
-1.68
-1.68
1.66
-1.61
1.51
1.50
1.43
-1.19
-1.16
-1.12
1.06
1.05
-0.991
0
.926
0
.907
0
.853
-0.824
0
.782
-0.770
0
.713
0
.708
0.647
0
.638
-0.619
-0.586
0
.440
0
.402
0.202
0.0590
0.0242
0.0030
Beam Elements , Uniaxial bottom stress, Design Case 7052 docel+reol+Mymax+Temp, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 40.0 MPa
(Min=-14.9) (Max=2.95)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.
00
'k!a# (o#s%awowy + reol + gra#ien% %emp
charakterystyczne
w!"kna #olne
-
7/25/2019 26_wsp900f
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ELEMENTS
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Page10
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etr
ia
ustr
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M 1 : 244X
Y
Z
-31.4
-15.5
-31.2
-31.2
-31.0
-31.0
-30.8
-29.8
-29.7
-29.1
-28.9
-26.9
-26.8
-26.7
-25.6
-25.4
-25.1
-25.0
-24.8
-24.7
-24.6
-24.3
-24.1
-24.0
-23.9
-23.8
-23.7
-23.7
-23.6
-23.5
-23.3
-23.2
-23.2
-23.1
-23.1
-23.1
-23.0
-22.9
-22.9
-22.9
-22.8
-22.8
-22.8
-22.7
-22.7
-22.6
-22.5
-22.5
-22.4
-22.3
-22.3
-22.3
-22.2
-22.2
-22.2
-22.1
-22.1
-22.1
-22.1
-22.1
-22.0
-22.0
-21.9
-21.9
-21.9
-21.9
-21.8
-21.8
-21.8
-21.8
-21.7
-21.7
-21.7
-21.6
-21.6
-21.6
-21.5
-21.5
-21.5
-21.5
-21.5
-21.4
-21.3
-21.3
-21.2
-21.2
-21.1
-20.9
-20.9
-20.9
-20.7
-20.7
-20.7
-20.7
-20.7
-20.6
-20.6
-20.6
-20.5
-20.5
-20.5
-20.5
-20.5
-20.5
-20.5
-20.4
-20.3
-20.3
-20.3
-20.2
-20.2
-20.2
-20.1
-20.1
-20.1
-20.1
-20.0
-19.9
-19.9
-19.8
-19.8
-19.7
-19.7
-19.7
-19.7
-19.7
-19.6
-19.6
-19.6
-19.6
-19.6
-19.6
-19.5
-19.5
-19.5
-19.4
-19.4
-19.3
-19.3
-19.3
-19.2
-19.2
-19.2
-19.1
-19.1
-19.1
-19.1
-19.0
-19.0
-19.0
-19.0
-18.9
-18.9
-18.8
-18.8
-18.8
-18.7
-18.7
-18.7
-18.6
-18.6
-18.5
-18.5
-18.5
-18.5
-18.5
-18.4
-18.4
-18.4
-18.3
-18.3
-18.3
-18.2
-18.2
-18.2
-18.1
-18.1
-18.1
-18.1
-18.0
-17.9
-17.9
-17.9
-17.9
-17.8
-17.8
-17.8
-17.7
-17.6
-17.6
-17.6
-17.6
-17.6
-17.5
-17.5
-17.5
-17.4
-17.4
-17.4
-17.3
-17.3
-17.2
-17.2
-17.2
-17.2
-17.1
-17.1
-17.1
-17.0
-17.0
-17.0
-17.0
-16.9
-16.9
-16.9
-16.9
-16.8
-16.8
-16.8
-16.8
-16.8
-16.7
-16.7
-16.7
-16.7
-16.7
-16.6
-16.5
-16.4
-16.3
-16.2
-16.1
-16.1
-
16.1
-16.1
-16.0
Beam Elements , Uniaxial bottom stress, Design Case 8902 SCISKANIE.REOL.wstepna.MIN, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa
(Min=-31.4) (Max=-15.5)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00
'k!a# () + reol ws%epna + gra#
obliczeniowe
w!"kna #olne
-
7/25/2019 26_wsp900f
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80-178Gdansk
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ELEMENTS
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Page11
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Geom
etr
ia
ustr
oju
SOFiSTiK AG - www.sofistik.de
M 1 : 244X
Y
Z
-25.7
-13.6
-25.6
-25.6
-25.5
-25.2
-25.1
-24.4
-24.3
-23.3
-23.2
-21.6
-21.6
-21.5
-20.6
-20.2
-20.1
-20.0
-19.9
-19.9
-19.9
-19.9
-19.7
-19.6
-19.6
-19.6
-19.4
-19.3
-19.3
-19.1
-19.0
-19.0
-18.8
-18.8
-18.8
-18.7
-18.7
-18.7
-18.7
-18.7
-18.6
-18.6
-18.6
-18.5
-18.5
-18.5
-18.5
-18.5
-18.5
-18.4
-18.4
-18.4
-18.4
-18.4
-18.4
-18.3
-18.3
-18.3
-18.3
-18.2
-18.2
-18.2
-18.2
-18.2
-18.2
-18.1
-18.1
-18.1
-18.1
-18.1
-18.1
-18.0
-18.0
-18.0
-18.0
-17.9
-17.9
-17.9
-17.9
-17.9
-17.9
-17.9
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.8
-17.7
-17.7
-17.7
-17.7
-17.7
-17.7
-17.6
-17.6
-17.6
-17.6
-17.6
-17.5
-17.5
-17.5
-17.5
-17.5
-17.5
-17.5
-17.4
-17.4
-17.4
-17.4
-17.4
-17.3
-17.3
-17.3
-17.3
-17.2
-17.2
-17.2
-17.2
-17.2
-17.2
-17.2
-17.2
-17.2
-17.1
-17.1
-17.1
-17.0
-17.0
-17.0
-16.9
-16.9
-16.8
-16.8
-16.8
-16.7
-16.7
-16.6
-16.6
-16.5
-16.4
-16.4
-16.4
-16.4
-16.4
-16.4
-16.3
-16.3
-16.3
-16.3
-16.3
-16.3
-16.3
-16.2
-16.2
-16.2
-16.2
-16.2
-16.2
-16.1
-16.1
-16.1
-16.1
-16.1
-16.1
-16.0
-16.0
-16.0
-15.9
-15.9
-15.9
-15.9
-15.9
-15.8
-15.7
-15.7
-15.6
-15.6
-15.6
-15.6
-15.6
-15.6
-15.6
-15.5
-15.5
-15.5
-15.4
-15.4
-15.4
-15.4
-15.4
-15.3
-15.3
-15.3
-15.3
-15.3
-15.3
-15.3
-15.2
-15.2
-15.2
-15.2
-15.1
-15.1
-15.1
-15.1
-15.1
-15.1
-15.1
-15.0
-15.0
-15.0
-15.0
-15.0
-15.0
-14.9
-14.9
-14.9
-14.9
-14.9
-14.8
-14.8
-14.8
-14.5
-14.4
-13.7
Beam Elements , Uniaxial bottom stress, Design Case 8912 SCISKANIE.REOL.koncowa.MIN, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa
(Min=-25.7) (Max=-13.6)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.0
0
-10.
00'k!a# () + reol koncowa + gra#
obliczeniowe
w!"kna #olne
-
7/25/2019 26_wsp900f
12/15
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Sierpnio
wa19
*
80-178Gdansk
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ELEMENTS
(V15.13-25)
Page12
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ustr
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M 1 : 244X
Y
Z
-33.1
0.811
-33.0
-32.8
-32.8
-32.7
-32.5
-32.4
-32.4
-32.2
-32.2
-32.0
-31.8
-31.7
-31.6
-31.6
-31.6
-31.5
-31.5
-31.5
-31.4
-31.3
-31.3
-31.3
-31.2
-31.2
-31.2
-31.1
-31.0
-31.0
-31.0
-30.9
-30.9
-30.8
-30.7
-30.7
-30.7
-30.4
-30.4
-30.2
-30.2
-30.1
-29.9
-29.6
-29.5
-29.4
-29.3
-29.3
-29.1
-29.1
-29.0
-28.8
-28.6
-28.5
-28.5
-28.5
-28.4
-28.4
-28.3
-28.3
-28.3
-28.3
-28.2
-28.2
-28.2
-28.1
-28.1
-28.0
-28.0
-27.9
-27.9
-27.9
-27.9
-27.8
-27.8
-27.8
-27.7
-27.6
-27.6
-27.6
-27.5
-27.5
-27.5
-27.4
-27.3
-27.2
-27.2
-26.9
-26.9
-26.8
-26.7
-26.3
-26.3
-26.3
-26.2
-26.2
-26.1
-26.0
-26.0
-26.0
-25.8
-25.5
-25.3
-25.2
-25.2
-25.2
-25.1
-25.1
-25.0
-24.9
-24.8
-24.8
-24.8
-24.7
-24.7
-24.6
-24.4
-24.3
-24.2
-23.8
-
23.7
-23.7
-
23.4
-23.3
-23.1
-23.0
-22.9
-22.6
-22.3
-22.2
-22.2
-22.0
-22.0
-22.0
-21.9
-21.9
-21.8
-21.8
-21.6
-21.6
-21.6
-21.6
-21.5
-21.3
-21.3
-21.1
-20.4
-20.2
-19.5
-19.2
-19.2
-19.2
-19.1
-19.0
-18.8
-18.8
-12.8
-12.3
-12.3
-12.2
-11.9
-11.7
-11.2
-10.8
-10.7
-10.6
-10.5
-10.4
-10.4
-10.4
-10.3
-10.2
-10.2
-10.1
-10.1
-10.1
-9.91
-9.88
-9.06
-9.05
-8.85
-8.78
-8.73
-8.67
-8.63
-8.6
3
-8.58
-8.39
-8.24
-7.70
-7.48
-7.45
-7.3
1
-7.13
-6.75
-6.70
-6.5
2
-6.42
-6.38
-6.30
-6.2
3
-6.06
-5.79
-5.61
-5.45
-5.36
-5.20
-4.99
-4.8
0
-4.49
-4.34
-4.24
-4.2
1
-4.05
-3.91
-3.75
-3.66
-3.63
-3.47
-3.38
-3.35
-3.30
-3.30
-3.21
-3.21
-3.03
0.810
0.796
0.796
0.778
0.777
0.764
0.763
0.712
0.699
0.267
0.249
Beam Elements , Uniaxial top stress, Design Case 8901 SCISKANIE.REOL.wstepna.MAX, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa
(Min=-33.1) (Max=0.811)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.0
0
'k!a# () + reol ws%epna + gra#
obliczeniowe
w!"kna g"rne
-
7/25/2019 26_wsp900f
13/15
MostyGdanskSp.zo.o.*
Sierpniowa19
*
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ELEMENTS
(V15.13-25)
Page13
12.02.2016
Geom
etr
ia
ustr
oju
SOFiSTiK AG - www.sofistik.de
M 1 : 244X
Y
Z
-26.1
-0.477
-26.0
-26.0
-25.9
-25.9
-25.9
-25.8
-25.7
-25.7
-25.5
-25.5
-25.4
-25.4
-25.3
-25.3
-25.3
-25.3
-25.3
-25.2
-25.2
-25.1
-25.1
-25.1
-25.1
-25.1
-25.0
-25.0
-25.0
-25.0
-24.9
-24.8
-24.8
-24.8
-24.6
-24.5
-24.5
-24.4
-24.3
-24.2
-24.2
-24.1
-24.0
-23.9
-23.8
-23.8
-23.7
-23.6
-23.5
-23.4
-23.4
-23.3
-23.3
-23.3
-23.3
-23.3
-23.2
-23.2
-23.2
-23.2
-23.2
-23.2
-23.1
-23.1
-23.1
-23.1
-23.0
-23.0
-22.9
-22.9
-22.9
-22.9
-22.9
-22.8
-22.7
-22.7
-22.7
-22.7
-22.6
-22.6
-22.5
-22.5
-22.4
-22.3
-22.3
-22.2
-22.2
-22.1
-22.0
-21.9
-21.8
-21.8
-21.7
-21.7
-21.7
-21.6
-21.4
-21.3
-21.2
-21.2
-21.1
-21.1
-21.1
-21.0
-21.0
-20.8
-20.8
-20.8
-20.7
-20.7
-20.5
-20.4
-20.4
-20.3
-20.2
-20.1
-20.1
-19.8
-19.7
-19.6
-19.4
-19.3
-19.2
-19.1
-19.1
-19.0
-19.0
-19.0
-18.8
-18.8
-18.7
-18.7
-18.7
-18.6
-18.5
-18.5
-18.3
-18.2
-18
.1
-18
.1
-17.9
-17.8
-17.5
-17.4
-17.1
-17.0
-16.9
-16.9
-16.9
-16.4
-16.4
-12.0
-11.8
-11.6
-11.4
-11.3
-11.2
-11.1
-11.0
-10.8
-10.8
-10.7
-10.7
-10.5
-10.3
-10.3
-10.1
-10.1
-10.0
-9.99
-9.99
-9.97
-9.85
-9.79
-9.78
-9.76
-9.76
-9.54
-9.33
-9.25
-9.21
-9.12
-8.84
-8.67
-8.54
-8.49
-8.46
-8
.29
-8.27
-8.20
-8.11
-7
.98
-7.94
-7.91
-7.76
-7
.73
-7.57
-7.22
-7.20
-7.11
-6.76
-6.36
-6.34
-6.14
-6
.10
-6.06
-5
.99
-5.94
-5.93
-5.92
-5
.85
-5.59
-5.58
-5.58
-5.46
-5.44
-5.29
-5
.28
-5.28
-5.00
-4.96
-0.697
-0.692
-0.676
-0.669
-0.657
-0.645
-0.501
-0.499
Beam Elements , Uniaxial top stress, Design Case 8911 SCISKANIE.REOL.koncowa.MAX, Material 6 C 50/60 (EN 1992) , 1 cm 3D = 80.0 MPa
(Min=-26.1) (Max=-0.477)
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.
00
'k!a# () + reol koncowa + gra#
obliczeniowe
w!"kna g"rne
-
7/25/2019 26_wsp900f
14/15
MostyGdanskSp.zo.o.*
Sierpniowa19
*
80-178Gdansk
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-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page14
12.02.2016
Geom
etr
ia
ustr
oju
SOFiSTiK AG - www.sofistik.de
M 1 : 242X
Y
Z
-11.0
-0.0156
-11.0
-11.0
-10.9
-10.8
-10.8
-10.8
-10.7
-10.0
-10.0
-9.00
-9.00
-8.00-8.00
-7.00
-7.00-7.00
-
6.00
-6.00-6
.00
-6.00
-5.00
-5.00
-5.00
-5.0
0
-4.00 -3
.00
-3.00
-2.03
-2.00
-2.00
-1.89
-1.81
-1.71
-1.68
-1.47
-1.36
-1.30
-1.23
-1.00-1
.00
-0.476
-0.423
-0.337
-0.0659
-0.0586
-0.0417
-0.0401
-0.0399
-0.0358
-0.0285 -0.0280
-0.0249
Top Stress in local x from middle of element , Loadcase 2072 MIN-SXU QUAD , from -11.0 to -0.0156 step 1.00 MPa
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.
00
Uklad PD + reol
obliczeniowe
w!"kna g"rne
-
7/25/2019 26_wsp900f
15/15
MostyGdanskSp.zo.o.*
Sierpniowa19
*
80-178Gdansk
WINGRAF
-GRAPHICSFORFINITE
ELEMENTS
(V15.13-25)
Page15
12.02.2016
Geom
etr
ia
ustr
oju
SOFiSTiK AG - www.sofistik.de
M 1 : 242X
Y
Z
-7.51
-0.0535
-7.50
-7.01
-7.00-7.00
-7.00
-6.62 -6.60
-6.50
-6.48 -6.46
-6.26 -6.24 -6.00
-6.00
-5.50
-5.50
-5.00
-5.00
-5.00
-5.00
-4.50
-4.50
-4.00 -4.00
-4.00 -3.50
-3.01
-3.0
0
-3.00
-2.93
-2.57
-2.50
-2.50
-2.46
-2.32
-2.19
-2.13
-2.00
-2.00
-1.59
-1.50
-1.32
-1.28
-1.23-1.0
0
-1.00
-1.00
-0.828
-0.5
00
-0.140
-0.118
-0.0601-0.0589
-0.0545
Bottom Stress in local x from middle of element , Loadcase 2078 MIN-SXL QUAD , from -7.51 to -0.0535 step 0.500 MPa
m0.00 10.00 20.00 30.00 40.00 50.00
20.
00
10.
00
0.
00
-10.
00
Uklad PD + reol
obliczeniowe
w!"kna #olne
