plan de contingencia

1. C.1C.1C.1C.1C.1C.1
C.1
C.1
C.1
C.1
C.1
C.1
C.1
COL01 COL02 COL03 COL04 COL05 COL06 COL07
COL08COL09COL10COL11COL12COL13COL14
10
CUADRO DE ELEMENTOS DE CIMENTACIÓN
Referencias Dimensiones (cm) Canto (cm) Armado inf. X Armado inf. Y
COL01, COL08, 120x120 30 6Ø1/2"c/20 6Ø1/2"c/20
COL02, COL04, COL05, COL06,
COL09, COL10, COL11,
COL12, COL13 y
110x110 30 5Ø1/2"c/20 5Ø1/2"c/20
COL03
COL07 y COL14
ZAPATA TIPO 1
19
6P1Ø1/2"c/20 L=142
60 60
18
6P2Ø1/2"c/20 L=140
60 60
30
19
5P1Ø1/2"c/20 L=132
55 55
18
5P2Ø1/2"c/20 L=130
55 55
30
ZAPATA TIPO 2
2P4Ø1/2" L=265
2P5Ø1/2" L=265
10
35
35
6P6Ø3/8"c/30
L=159
40
40
55 65 145 65 55
385
30
10
40
VIGA DE CIMEN.
110
110
120
120
V-101: 25x35 V-102: 25x35 V-103: 25x35 V-104: 25x35 V-105: 25x35 V-106: 25x35
V-107: 25x35 V-108: 25x35 V-109: 25x35 V-110: 25x35 V-111: 25x35 V-112: 25x35
V-113:25x35
V-114:25x35
V-115:25x35
V-116:25x35
V-117:25x35
V-118:25x35
V-119:25x35
COL01 COL02 COL03 COL04 COL05 COL06 COL07
COL08COL09COL10COL11COL12COL13COL14
VIGAS DIAGONALES
DE GRADERIA
PLANTA DE CIMENTACION
VIGAS
5 25
30
2411
35
2.999
3.206
25x35+5x11
V-119
COL07 COL08
31x1eP2Ø3/8" c/10
246
35
35
L=372
2P1Ø5/8"
L=372
2P1Ø5/8"