Tabla de contenido
Idiomas disponibles
Idiomas disponibles
TORRE 550XL
8. Sistema anclaje de vientos
Ilustración a modo de ejemplo.
Cada instalación deberá ser objeto de un estudio particular.
138.0 m
137.6 m
T1
136.0 m
T2
134.0 m
132.0 m
130.0 m
T10
128.0 m
T11
T12
126.0 m
T13
124.0 m
T14
T15
T16
122.0 m
T17
T18
120.0 m
T19
T20
118.0 m
T21
T22
116.0 m
T23
T24
114.0 m
T25
112.0 m
T26
T27
T28
110.0 m
T29
T30
108.0 m
T31
T32
106.0 m
T33
T34
104.0 m
T35
T36
102.0 m
T37
T38
100.0 m
T39
T40
98.0 m
T41
T42
96.0 m
T43
T44
94.0 m
T45
T46
92.0 m
T47
T48
90.0 m
T49
T50
88.0 m
T51
T52
86.0 m
T53
T54
84.0 m
T55
T56
82.0 m
T57
T58
80.0 m
T59
T60
78.0 m
T61
T62
76.0 m
T63
T64
74.0 m
T65
T66
72.0 m
T67
T68
70.0 m
T69
T70
68.0 m
T71
T72
66.0 m
T73
T74
64.0 m
T75
T76
62.0 m
T77
60.0 m
T78
T79
T80
58.0 m
T81
T82
56.0 m
T83
T84
54.0 m
T85
T86
52.0 m
T87
T88
50.0 m
T89
48.0 m
T90
T91
T92
46.0 m
T93
T94
44.0 m
T95
T96
42.0 m
T97
T98
40.0 m
T99
T100
38.0 m
T101
36.0 m
T102
T103
T104
34.0 m
T105
T106
32.0 m
T107
T108
30.0 m
T109
T110
28.0 m
T111
T112
26.0 m
T113
T114
24.0 m
T115
T116
22.0 m
T117
T118
20.0 m
T119
T120
18.0 m
T121
T122
16.0 m
T123
T124
14.0 m
T125
T126
12.0 m
T127
T128
10.0 m
T129
T130
T131
T132
T133
T134
T135
T136
T137
T138
T139
479 N
587649 N (Axial)
776 N-m (Torque)
8.0 m
6.0 m
4.0 m
2.0 m
0.0 m
16934 N
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=40.0000 m
R=40.0000 m
R=40.0000 m
R=55.0000 m
R=55.0000 m
R=55.0000 m
R=70.0000 m
R=70.0000 m
R=80.0000 m
R=80.0000 m
R=90.0000 m
R=90.0000 m
MARK
SIZE
A
ST 37-2
B
N.A.
C
SR 16
MATERIAL STRENGTH
GRADE
Fy
ST 37-2
235000 kPa
340000 kPa
S 275 JR
275000 kPa
430000 kPa
TOWER DESIGN NOTES
1. Tower designed for Exposure C to the TIA-222-G Standard.
2. Tower designed for a 160 kph basic wind in accordance with the TIA-222-G Standard.
3. Tower is also designed for a 80 kph basic wind with 10.00 mm ice. Ice is considered to
increase in thickness with height.
4. Deflections are based upon a 100 kph wind.
5. Tower Structure Class II.
6. Topographic Category 1 with Crest Height of 0.0000 m
11680 N
24482 N
22984 N
34891 N
R=40.0000 m
R=55.0000 m
ALL REACTIONS ARE FACTORED
Televes
Rua B. Conxo
Santiago de Compostela
R=90.0000 m
R=90.0000 m
R=80.0000 m
R=80.0000 m
R=70.0000 m
R=70.0000 m
R=55.0000 m
R=55.0000 m
R=55.0000 m
R=40.0000 m
R=40.0000 m
R=40.0000 m
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=25.0000 m
R=40.0000 m
R=40.0000 m
R=40.0000 m
R=55.0000 m
R=55.0000 m
R=55.0000 m
R=70.0000 m
R=70.0000 m
R=80.0000 m
R=80.0000 m
R=90.0000 m
R=90.0000 m
PLAN
SYMBOL LIST
MARK
SIZE
D
SR REDONDO 6
E
1 @ 0.3
F
1 @ 0.6
Fu
GRADE
Fy
S 355
345000 kPa
490000 kPa
41710 N
42037 N
47799 N
34367 N
37963 N
R=70.0000 m
R=80.0000 m
R=90.0000 m
Job:
138m_550E_160Kmh_PROBA_v2
Project:
Client:
Drawn by:
manlag
Code:
Date:
TIA-222-G
06/08/21
6
Fu
56400 N
43634 N
App'd:
Scale:
NTS
Tabla de contenido
