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RIGIDEZ DE EDIFICACIONES
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VP-101 (0.25X0.40)
VP-105 (0.25X0.40)
VP-103 (0.25X0.40)
VP-104 (0.25X0.40)
VP-101 (0.25X0.35)
VP-103 (0.25X0.35)
VP-104 (0.25X0.35)
VP-105 (0.25X0.35)
VP-102 (0.25X0.30)
VP-104 (0.25X0.30)
VP-105 (0.25X0.30)
VP-102 (0.25X0.30)
VP-104 (0.25X0.30)
VP-105 (0.25X0.30)
VS
-101
(0.
25X
0.30
)V
S-1
01 (
0.25
X0.
30)
VS
-102
(0.
25X
0.30
)V
S-1
02 (
0.25
X0.
30)
VS
-103
(0.
25X
0.30
)
VS
-104
(0.
25X
0.30
)
VS
-105
(0.
25X
0.30
)V
S-1
05 (
0.25
X0.
30)
VS
-104
(0.
25X
0.30
)
VS
-101
(0.2
5X0.
25)
VS
-102
(0.2
5X0.
25)
VS
-103
(0.2
5X0.
25)
VS
-103
(0.2
5X0.
20)
VS
-103
(0.2
5X0.
20)
K
1=8.
03 T
n/c
mK
2=11
.13T
n/c
mK
3=11
.40T
n/c
mK
4=11
.40T
n/c
mK
5=11
.40T
n/c
m
K1=
8.17
Tn
/cm
K2=
11.6
2Tn
/cm
K3=
11.9
4Tn
/cm
K4=
11.9
4Tn
/cm
K5=
11.9
4Tn
/cm
K1=
16.4
9 T
n/c
mK
2=21
.01
Tn
/cm
K3=
21.2
9 T
n/c
mK
4=21
.29
Tn
/cm
K5=
21.2
9 T
n/c
m
K1=
13.8
3 T
n/c
mK
2=19
.25
Tn
/cm
K3=
10.7
4 T
n/c
mK
4=19
.74
Tn
/cm
K5=
19.7
4 T
n/c
m
K1=
16.3
8Tn
/cm
K2=
14.7
7Tn
/cm
K3=
13.5
3Tn
/cm
K4=
13.5
3Tn
/cm
K5=
13.5
3Tn
/cm
K1=
17.0
4Tn
/cm
K2=
15.0
2Tn
/cm
K3=
13.6
3Tn
/cm
K4=
13.6
3Tn
/cm
K5=
13.6
3Tn
/cm
K1=
19.3
9Tn
/cm
K2=
19.7
9Tn
/cm
K3=
19.0
1Tn
/cm
K4=
19.0
1Tn
/cm
K5=
19.0
1Tn
/cm
K1=
12.4
2Tn
/cm
K2=
10.4
7Tn
/cm
K3=
9.30
Tn
/cm
K4=
9.30
Tn
/cm
K5=
9.30
Tn
/cm
K1=
11.3
9Tn
/cm
K2=
10.0
9Tn
/cm
K3=
9.18
Tn
/cm
K4=
9.18
Tn
/cm
K5=
9.18
Tn
/cm
K1=
7.10
Tn
/cm
K2=
8.79
Tn
/cm
K3=
8.86
Tn
/cm
K4=
8.86
Tn
/cm
K5=
8.86
Tn
/cm
ME
TO
DO
DE
WIL
BU
R
UBICACION
PROYECTO:
PROPIETARIO:
PLANO:
LAMINA
APROB.ESCALA:
DIBUJO:
FECHA:
JULIO - 2015
WED
INDICADA
M. P. H.
REGION : HUANCAVELICA
CENTRO POBLADO DE: YANANACO
ELEVACION Y CORTES
PROVINCIA: HUANCAVELICA
VIVIENDA UNIFAMILIAR
E. C.
08
DISTRITO : HUANCAVELICA
SECTOR : 1 MZ.: F
PROLONG. JR. GARCILAZO DE LA VEGA
