m - ACES
m - ACES m - ACES
102 Cumbering design Displacements without cumbering 2,00E-02 Vert. Abbassamento displacement [m] [m] 0,00E+00 8,00 58,00 108,00 158,00 208,00 258,00 -2,00E-02 -4,00E-02 -6,00E-02 -8,00E-02 -1,00E-01 Closure of key segments Sutura campate First 50% of central spans external Prec. Est. Campate centrali prestressing (50%) Longitudinal Coordinata axis [m] Introduction of permanent loads Applicazione carichi perm. portati
103 Cumbering design Displacements without cumbering 2,00E-02 Vert. Abbassamento displacement [m] [m] 0,00E+00 8,00 58,00 108,00 158,00 208,00 258,00 -2,00E-02 -4,00E-02 -6,00E-02 -8,00E-02 -1,00E-01 Closure of key segments Sutura campate First 50% of central spans external Prec. Est. Campate centrali prestressing (50%) Longitudinal Coordinata axis [m] Introduction of Applicazione carichi perm. permanent portati loads Second 50% of external tendons prestressing Ritesatura cavi esterni
- Page 52 and 53: 52 Bending moment diagrams during h
- Page 54 and 55: 54 Bending moment diagrams: end of
- Page 56 and 57: 56 Bending moment diagrams: permane
- Page 58 and 59: 58 Bending moment diagrams: end of
- Page 60 and 61: 60 Axial stress in concrete top sla
- 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
- Page 90 and 91: 90 Cumbering design Displacements w
- Page 92 and 93: 92 Cumbering design Displacements w
- Page 94 and 95: 94 Cumbering design Displacements w
- Page 96 and 97: 96 Cumbering design Displacements w
- Page 98 and 99: 98 Cumbering design Displacements w
- Page 100 and 101: 100 Cumbering design Displacements
- Page 104 and 105: 104 Cumbering design Displacements
- Page 106 and 107: 106 Cumbering design Displacements
- Page 108 and 109: 108 Cumbering design Displacements
- Page 110 and 111: 110 Cumbering design Displacements
- Page 112 and 113: 112 Cumbering design Displacements
- Page 114 and 115: 114 Cumbering design Displacements
- Page 116 and 117: 116 Cumbering design Displacements
- Page 118 and 119: 118 Cumbering design Displacements
- Page 120 and 121: 120 Cumbering design Displacements
- Page 122 and 123: 122 Cumbering design Displacements
- 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
103<br />
Cumbering design<br />
Displacements without cumbering<br />
2,00E-02<br />
Vert. Abbassamento displacement [m]<br />
[m]<br />
0,00E+00<br />
8,00 58,00 108,00 158,00 208,00 258,00<br />
-2,00E-02<br />
-4,00E-02<br />
-6,00E-02<br />
-8,00E-02<br />
-1,00E-01<br />
Closure of key<br />
segments<br />
Sutura campate<br />
First 50% of central<br />
spans external<br />
Prec. Est. Campate<br />
centrali prestressing (50%)<br />
Longitudinal Coordinata axis [m]<br />
Introduction of<br />
Applicazione carichi<br />
perm. permanent portati loads<br />
Second 50% of<br />
external tendons<br />
prestressing<br />
Ritesatura cavi<br />
esterni
Change language