solucionario ae1-2015-i examen parcial
DESCRIPTION
rtertTRANSCRIPT
Solucion
ario Examen
Parcial
Horario
Todo
s
Ejercicio 1
a) Aligerado
Separación
0.60
[m]
Piso Típico
pp27
5[kg/m
2 ]Qpp
165
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
60[kg/m]
tabiqu
es10
0[kg/m
2 ]Qtabiqu
es60
[kg/m]
Qcm
285
[kg/m]
s/c
500
[kg/m
2 ]Qs/c
300
[kg/m]
Qcv
300
[kg/m]
Azotea
pp27
5[kg/m
2 ]Qpp
165
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
60[kg/m]
tabiqu
es[kg/m
2 ]Qtabiqu
es0
[kg/m]
Qcm
225
[kg/m]
s/c
100
[kg/m
2 ]Qs/c
60[kg/m]
Qcv
60[kg/m]
4.70
m6.30
m4.70
m
Vigueta Típica (3
tram
os)
b) Vigas
V2(0.3 m
x 0.6 m
)Ba
se0.30
[m]
Peralte
0.60
[m]
Piso Típico
Ancho Losa
5.20
[m]
Ancho Trib
5.50
[m]
ppQpp
432
[kg/m]
losa
275
[kg/m
2 ]Qlosa
1430
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
550
[kg/m]
tabiqu
es10
0[kg/m
2 ]Qtabiqu
es55
0[kg/m]
Qcm
2962
[kg/m]
s/c
500
[kg/m
2 ]Qs/c
2750
[kg/m]
Qcv
2750
[kg/m]
Azotea
ppQpp
432
[kg/m]
losa
275
[kg/m
2 ]Qlosa
1430
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
550
[kg/m]
tabiqu
es[kg/m
2 ]Qtabiqu
es0
[kg/m]
Qcm
2412
[kg/m]
s/c
100
[kg/m
2 ]Qs/c
550
[kg/m]
Qcv
550
[kg/m]
V‐6
(0.3 m
x 0.6 m
)Ba
se0.30
[m]
Peralte
0.60
[m]
V‐6
(0.3 m
x 0.75 m)
Base
0.30
[m]
Peralte
0.75
[m]
Piso Típico
Tram
os 1 y 3
Ancho Losa
0.80
[m]
Ancho Trib
1.10
[m]
Piso Típico
Tram
o 2
ppQpp
432
[kg/m]
ppQpp
540
[kg/m]
losa
275
[kg/m
2 ]Qlosa
220
[kg/m]
losa
275
[kg/m
2 ]Qlosa
220
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
110
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
110
[kg/m]
tabiqu
es10
0[kg/m
2 ]Qtabiqu
es11
0[kg/m]
Qcm
872
[kg/m]
tabiqu
es10
0[kg/m
2 ]Qtabiqu
es11
0[kg/m]
Qcm
980
[kg/m]
s/c
500
[kg/m
2 ]Qs/c
550
[kg/m]
Qcv
550
[kg/m]
s/c
500
[kg/m
2 ]Qs/c
550
[kg/m]
Qcv
550
[kg/m]
Azotea
Ancho Losa
3.90
[m]
Ancho Trib
3.90
[m]
Azotea
Ancho Losa
3.90
[m]
Ancho Trib
3.90
[m]
ppQpp
432
[kg/m]
ppQpp
540
[kg/m]
losa
275
[kg/m
2 ]Qlosa
220
[kg/m]
losa
275
[kg/m
2 ]Qlosa
220
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
110
[kg/m]
acabados
100
[kg/m
2 ]Qacabados
110
[kg/m]
tabiqu
es[kg/m
2 ]Qtabiqu
es0
[kg/m]
Qcm
762
[kg/m]
tabiqu
es[kg/m
2 ]Qtabiqu
es0
[kg/m]
Qcm
870
[kg/m]
s/c
100
[kg/m
2 ]Qs/c
110
[kg/m]
Qcv
110
[kg/m]
s/c
100
[kg/m
2 ]Qs/c
110
[kg/m]
Qcv
110
[kg/m]
5.00
m6.00
m
Viga V2 [0.30x0.60
](2 tram
os)
4.70
m6.30
m4.70
m
Viga V6 [0.30x0.75
] (3 tram
os)
Tram
o 1
Tram
o 2
Tram
o 3
d) Colum
nas
c) Resum
en de Áreas T
ributarias d
e Co
lumnas
C‐5 y C‐8
(0.3 m
x 0.9 m
)Ba
se0.30
[m]
Peralte
0.90
[m]
Altura
3.40
[m]
Columna
Área
Trib
utaria (m
2 )Ejes 2‐3 y B
Vigas X
Base
0.30
[m]
Peralte
0.60
[m]
Longitu
d5.20
[m]
C‐1
7.00
Vigas Y
Base
0.30
[m]
Peralte
0.75
[m]
Longitu
d2.70
[m]
C‐2
14.50
Base
0.30
[m]
Peralte
0.60
[m]
Longitu
d1.90
[m]
C‐3
8.25
Área Losa
27.04
[m2 ]
Área Total
30.25
[m2 ]
C‐4
16.23
Prim
er Piso
C‐5
30.25
ppPp
p25
27.2
[kg]
C‐6
18.98
vigasX
PvigasX
2246
.4[kg]
C‐7
16.23
vigasY
PvigasY
2278
.8[kg]
C‐8
30.25
losa
275
[kg/m
2 ]Plosa
7436
[kg]
C‐9
18.98
acabados
100
[kg/m
2 ]Pacabado
s30
25[kg]
C‐10
7.00
tabiqu
es10
0[kg/m
2 ]Ptabique
s30
25[kg]
Pcm
2053
8.4
[kg]
C‐11
14.50
C‐12
8.25
s/c
500
[kg/m
2 ]Qs/c
1512
5[kg/m]
Pcv
1512
5[kg]
Piso Típico
Columnas m
ás cargadas C
‐5 y C‐8
ppPp
p22
03.2
[kg]
vigasX
PvigasX
2246
.4[kg]
e) Zapata Cu
adrada
vigasY
PvigasY
2278
.8[kg]
q ADM =
2.50
[kg/cm
2 ]losa
275
[kg/m
2 ]Plosa
7436
[kg]
P CT =
1265
57[kg]
acabados
100
[kg/m
2 ]Pacabado
s30
25[kg]
Área =
5062
3[cm
2 ]tabiqu
es10
0[kg/m
2 ]Ptabique
s30
25[kg]
Pcm
2021
4.4
[kg]
Lado
=22
5[cm]
s/c
500
[kg/m
2 ]Qs/c
1512
5[kg/m]
Pcv
1512
5[kg]
Azotea
ppPp
p22
03.2
[kg]
vigasX
PvigasX
2246
.4[kg]
vigasY
PvigasY
2278
.8[kg]
Pcm [kg]
Pcv [kg]
losa
275
[kg/m
2 ]Plosa
7436
[kg]
Azotea
1718
930
25
acabados
100
[kg/m
2 ]Pacabado
s30
25[kg]
3er P
iso20
214
1512
5
tabiqu
es[kg/m
2 ]Ptabique
s0
[kg]
Pcm
1718
9.4
[kg]
2do Piso
2021
415
125
1er P
iso20
538
1512
5
s/c
100
[kg/m
2 ]Qs/c
3025
[kg/m]
Pcv
3025
[kg]
Total
7815
748
400
