bazin anoxic si aerare
TRANSCRIPT
Proiect:
05/02/2013
Date despre incarcari
Familie nr. 3 - Seism EN 1998-1 Recapitularea datelor Spectru: Spectru: Clasa sol: Coeficient de importanta ( l ) : Factor de comportare: - Caz 3, X: 1.748 - Caz 4, Y: 1.748 - Caz 5, Z: 1.748 Prezenta modului rezidual: Metoda: Semnul rezultatelor: - Directie X (analiza 3) : Fara semn - Directie Y (analiza 4) : Fara semn - Directie Z (analiza 5) : Fara semn Tip Elastic 1 Tip Elastic 1 Zona C 1.00
DA CQC
Descrierea cazurilor de incarcare si a familiilorNr Lista de familii Denumire Lista de cazuri de incarcare
1 2 3 4 5
Incarcari Permanente Incarcari utile Seism EN 1998-1 Analiza modala Temperatura
1 2 3; 4; 5 0 6Lista de cazuri de incarcare statice Rezultanta incarcarilor (reper global) Fy (kN) Fz (kN) Mx (kN*m) My (kN*m)
Nr
Caz de incarcare
Fx (kN)
Mz (kN*m)
1 2 6
G Q TEMP
0.00 2664.75 0.00
0.00 7973.25 0.00
-22827.93 0.00 0.00
0.00 16625.25 0.00
0.00 4593.87 0.00
0.00 104336.48 0.00
Numele cazurilor de incarcare Cazul nr. Nume Titlu
1 2 6 Nota Nr:
G Q TEMP 143016747 Pagina 1
Proiect: 3 4 5 101 EX EY EZ 1.35x[1 G]+1.0x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q] +1x[3 EX] 1x[1 G]+0.3x[2 Q] +1x[4 EY] 1x[1 G]+0.3x[2 Q] +1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]1x[3 EX] 1x[1 G]+0.3x[2 Q]1x[4 EY] 1x[1 G]+0.3x[2 Q]1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q]
05/02/2013
102
103
104
105
106 107 108 109
110
111
112 113 114 115 116
117 118
119
Nota Nr:
143016747
Pagina 2
Proiect: 120 1x[1 G]+0.3x[2 Q] +1x[3 EX] 1x[1 G]+0.3x[2 Q] +1x[4 EY] 1x[1 G]+0.3x[2 Q] +1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]1x[3 EX] 1x[1 G]+0.3x[2 Q]1x[4 EY] 1x[1 G]+0.3x[2 Q]1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q] +1x[3 EX] 1x[1 G]+0.3x[2 Q] +1x[4 EY] 1x[1 G]+0.3x[2 Q] +1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 143016747
05/02/2013
121
122
123 124 125 126
127
128
129 130 131 132 133
134 135
136
137
138
139
140 141 Nota Nr:
Pagina 3
Proiect: 142 143 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]1x[3 EX] 1x[1 G]+0.3x[2 Q]1x[4 EY] 1x[1 G]+0.3x[2 Q]1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q] +1x[3 EX] 1x[1 G]+0.3x[2 Q] +1x[4 EY] 1x[1 G]+0.3x[2 Q] +1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]1x[3 EX] 1x[1 G]+1x[2 Q]1x[4 EY] 1x[1 G]+0.3x[2 Q]1x[5 EZ] 1x[1 G]-1x[3 EX] 143016747
05/02/2013
144
145
146 147 148 149 150
151 152
153
154
155
156
157 158 159 160
161
162
163 Nota Nr:
Pagina 4
Proiect: 164 165 166 167 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q]
05/02/2013
168
Descrierea incarcarilor
Conventii utilizate: Incarcari plane dupa caz FX(kN) FY(kN) FZ(kN) MX(kN*m) MY(kN*m) MZ(kN*m) Element nr. Reper Efort normal dupa axa x, Efort normal dupa axa y, Efort normal dupa axa z
Moment de torsiune in jurul axei x, Moment de torsiune in jurul axei y, Moment de torsiune in jurul axei z
Tipul si numarul elementului pe care este aplicata incarcarea plana Reperul in care este definita intensitatea incarcarii plane
Toate coordonatele din coloana Puncte sunt in reperul globalIncarcari plane dupa caz Coeficient Reper Element Varf 1 incarcat Coeficient Varf 2 Coeficient Varf 3
Nr
FX(kN) FY(kN) FZ(kN)
MX(kN*m) MY(kN*m) MZ(kN*m)
Puncte
Caz de incar care
1
0.00 55.00 0.00
0.00 0.00 0.00
0.00 1.00 1.00
Global cartezian
0
0(-17.50, 17.70, 5.00) (-17.50, 17.70, -1.00) (27.50, 17.70, -1.00) (27.50, 17.70, 5.00)
2
Nota Nr:
143016747
Pagina 5
Proiect: 2 0.00 -47.00 0.00 0.00 -47.00 0.00 55.00 0.00 0.00 -55.00 0.00 0.00 55.00 0.00 0.00 55.00 0.00 0.00 55.00 0.00 0.00 0.00 55.00 0.00 -55.00 0.00 0.00 0.00 55.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian Global cartezian 0
05/02/2013 0(28.50, 1.30, 5.00) (28.50, 1.30, 0.00) (-5.00, 1.30, 0.00) (-5.00, 1.30, 5.00) 0(27.50, 8.30, 5.00) (27.50, 8.30, -1.00) (-17.50, 8.30, -1.00) (-17.50, 8.30, 5.00) 0(28.50, 7.80, 5.00) (28.50, 7.80, 0.00) (28.50, 1.30, 0.00) (28.50, 1.30, 5.00) 0(-17.50, 17.70, 4.00) (-17.50, 17.70, -1.00) (-17.50, 8.30, -1.00) (-17.50, 8.30, 4.00) 0(-13.80, 17.70, 4.00) (-13.80, 17.70, -1.00) (-13.80, 8.30, -1.00) (-13.80, 8.30, 4.00) 0(-6.05, 17.70, 4.00) (-6.05, 17.70, -1.00) (-6.05, 8.30, -1.00) (-6.05, 8.30, 4.00) 0(27.50, 17.70, 5.00) (27.50, 17.70, -1.00) (27.50, 8.30, -1.00) (27.50, 8.30, 5.00) 0(28.50, 7.80, 5.00) (28.50, 7.80, 0.00) (-10.00, 7.80, 0.00) (-10.00, 7.80, 5.00) 0(-10.00, 7.80, 5.00) (-10.00, 7.80, 0.00) (-10.00, 0.00, 0.00) (-10.00, 0.00, 5.00) 0(27.50, 12.80, 5.00) (27.50, 12.80, -1.00) (-6.05, 12.80, -1.00) (-6.05, 12.80, 5.00) 2
3
0
2
4
0
2
5
0
2
6
0
2
7
0
2
8
0
2
10
0
2
11
0
2
12
0
2
Nr
Caz de incarcare
Incarcari Gravitationale dupa caz Acceleratie Acceleratie Acceleratie dupa dupa dupa X(m/s2) Y(m/s2) Z(m/s2)
Lista elemente
1
1
0.000
0.000
-9.810
Toate
Nr
Caz de incarcare
Delta T (C)
Incarcari termice dupa caz Gradient Gradient Y(C) Z(C)
Lista elemente
1
6
0.000
0.000
30.000
tous
Descrierea combinatiilorDescrierea combinatiilor Nr Nume Detalii Cod
101 Nota Nr:
1.35x[1 G]+1.0x[2 Q] 143016747
1.35*1 + 1.50*2
ECELUSTR Pagina 6
Proiect: 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 Nota Nr: 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q]+1x[3 EX] 1x[1 G]+0.3x[2 Q]+1x[4 EY] 1x[1 G]+0.3x[2 Q]+1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]-1x[3 EX] 1x[1 G]+0.3x[2 Q]-1x[4 EY] 1x[1 G]+0.3x[2 Q]-1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q]+1x[3 EX] 1x[1 G]+0.3x[2 Q]+1x[4 EY] 1x[1 G]+0.3x[2 Q]+1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]-1x[3 EX] 1x[1 G]+0.3x[2 Q]-1x[4 EY] 1x[1 G]+0.3x[2 Q]-1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q]+1x[3 EX] 1x[1 G]+0.3x[2 Q]+1x[4 EY] 1x[1 G]+0.3x[2 Q]+1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]-1x[3 EX] 1x[1 G]+0.3x[2 Q]-1x[4 EY] 1x[1 G]+0.3x[2 Q]-1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.35x[1 G]+1.5x[2 Q] 1.35x[1 G]+0.9x[6 TEMP]+1.5x[2 Q] 1x[1 G]+0.3x[2 Q]+1x[3 EX] 1.35*1 + 0.90*6 + 1.50*2 1.00*1 + 0.30*2 + 1.00*3 1.00*1 + 0.30*2 + 1.00*4 1.00*1 + 0.30*2 + 1.00*5 1.00*1 + 1.00*3 1.00*1 + 1.00*4 1.00*1 + 1.00*5 1.00*1 + 0.30*2 -1.00*3 1.00*1 + 0.30*2 -1.00*4 1.00*1 + 0.30*2 -1.00*5 1.00*1 -1.00*3 1.00*1 -1.00*4 1.00*1 -1.00*5 1.00*1 + 1.00*2 1.00*1 + 0.60*6 + 1.00*2 1.00*1 + 0.30*2 1.35*1 + 1.50*2 1.35*1 + 0.90*6 + 1.50*2 1.00*1 + 0.30*2 + 1.00*3 1.00*1 + 0.30*2 + 1.00*4 1.00*1 + 0.30*2 + 1.00*5 1.00*1 + 1.00*3 1.00*1 + 1.00*4 1.00*1 + 1.00*5 1.00*1 + 0.30*2 -1.00*3 1.00*1 + 0.30*2 -1.00*4 1.00*1 + 0.30*2 -1.00*5 1.00*1 -1.00*3 1.00*1 -1.00*4 1.00*1 -1.00*5 1.00*1 + 1.00*2 1.00*1 + 0.60*6 + 1.00*2 1.00*1 + 0.30*2 1.35*1 + 1.50*2 1.35*1 + 0.90*6 + 1.50*2 1.00*1 + 0.30*2 + 1.00*3 1.00*1 + 0.30*2 + 1.00*4 1.00*1 + 0.30*2 + 1.00*5 1.00*1 + 1.00*3 1.00*1 + 1.00*4 1.00*1 + 1.00*5 1.00*1 + 0.30*2 -1.00*3 1.00*1 + 0.30*2 -1.00*4 1.00*1 + 0.30*2 -1.00*5 1.00*1 -1.00*3 1.00*1 -1.00*4 1.00*1 -1.00*5 1.00*1 + 1.00*2 1.00*1 + 0.60*6 + 1.00*2 1.00*1 + 0.30*2 1.35*1 + 1.50*2 1.35*1 + 0.90*6 + 1.50*2 1.00*1 + 0.30*2 + 1.00*3 143016747 ECELUSTR ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELSCQ ECELSCQ ECELSQP ECELUSTR ECELUSTR ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELSCQ ECELSCQ ECELSQP ECELUSTR ECELUSTR ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELSCQ ECELSCQ ECELSQP ECELUSTR ECELUSTR ECELUS
05/02/2013
Pagina 7
Proiect: 155 156 157 158 159 160 161 162 163 164 165 166 167 168 1x[1 G]+0.3x[2 Q]+1x[4 EY] 1x[1 G]+0.3x[2 Q]+1x[5 EZ] 1x[1 G]+1x[3 EX] 1x[1 G]+1x[4 EY] 1x[1 G]+1x[5 EZ] 1x[1 G]+0.3x[2 Q]-1x[3 EX] 1x[1 G]+1x[2 Q]-1x[4 EY] 1x[1 G]+0.3x[2 Q]-1x[5 EZ] 1x[1 G]-1x[3 EX] 1x[1 G]-1x[4 EY] 1x[1 G]-1x[5 EZ] 1x[1 G]+1x[2 Q] 1x[1 G]+0.6x[6 TEMP]+1x[2 Q] 1x[1 G]+0.3x[2 Q] 1.00*1 + 0.30*2 + 1.00*4 1.00*1 + 0.30*2 + 1.00*5 1.00*1 + 1.00*3 1.00*1 + 1.00*4 1.00*1 + 1.00*5 1.00*1 + 0.30*2 -1.00*3 1.00*1 + 0.30*2 -1.00*4 1.00*1 + 0.30*2 -1.00*5 1.00*1 -1.00*3 1.00*1 -1.00*4 1.00*1 -1.00*5 1.00*1 + 1.00*2 1.00*1 + 0.60*6 + 1.00*2 1.00*1 + 0.30*2 ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELUS ECELSCQ ECELSCQ ECELSQP
05/02/2013
Familie de elemente
ID
Observatii asupra elementelor de incarcare Caz de incarcare
Observatie
1 Eforturi My Myy 116
2 Eforturi Mx Mxx 116
3 Eforturi Fy Fyy 116
4 Eforturi My Myy 2
5 Eforturi Mx Mxx 2
Nota Nr:
143016747
Pagina 8