m - ACES
m - ACES m - ACES
112 Cumbering design Displacements WITH cumbering 2,00E-02 1,00E-02 Vert. Abbassamento displacement [m] [m] 0,00E+00 10,00 30,00 50,00 70,00 90,00 110,00 -1,00E-02 -2,00E-02 -3,00E-02 -4,00E-02 End of segment 5 Fine concio 5 -5,00E-02 -6,00E-02 Longitudinal Coordinata axis [m]
113 Cumbering design Displacements WITH cumbering 2,00E-02 1,00E-02 Vert. Abbassamento displacement [m] [m] 0,00E+00 10,00 30,00 50,00 70,00 90,00 110,00 -1,00E-02 -2,00E-02 -3,00E-02 -4,00E-02 Prestressing of tendons 12, 13, 14 Tiro cavi 12-14 End of segment 5 Fine concio 5 -5,00E-02 -6,00E-02 Longitudinal Coordinata axis [m]
- Page 62 and 63: 62 Axial stress in concrete bottom
- Page 64 and 65: 64 Axial stress in steel top flange
- Page 66 and 67: 66 Axial stress in steel bottom fla
- Page 68 and 69: 68 Axial stress in concrete top sla
- Page 70 and 71: 70 Axial stress in concrete bottom
- Page 72 and 73: 72 Modeling of CORRUGATED WEBS
- Page 74 and 75: An analytical method to calculate t
- Page 76 and 77: 76 An analytical method to calculat
- Page 78 and 79: Comparison of results between corru
- Page 80 and 81: 80 Axial stress in concrete top sla
- Page 82 and 83: 82 Axial stress in concrete bottom
- Page 84 and 85: 84 Axial stress in steel top flange
- Page 86 and 87: 86 Axial stress in steel bottom fla
- Page 88 and 89: 88 Cumbering design Displacements w
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- Page 124 and 125: Conclusions 124
- Page 126 and 127: 126 Materials amount Flat webs Corr
- Page 128 and 129: 128 Use of steel With corrugated we
113<br />
Cumbering design<br />
Displacements WITH cumbering<br />
2,00E-02<br />
1,00E-02<br />
Vert. Abbassamento displacement [m]<br />
[m]<br />
0,00E+00<br />
10,00 30,00 50,00 70,00 90,00 110,00<br />
-1,00E-02<br />
-2,00E-02<br />
-3,00E-02<br />
-4,00E-02<br />
Prestressing of<br />
tendons 12, 13, 14<br />
Tiro cavi 12-14<br />
End of<br />
segment 5<br />
Fine concio 5<br />
-5,00E-02<br />
-6,00E-02<br />
Longitudinal Coordinata axis [m]
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