C4
(50x50)
(50x50)
(50x50)
(50x50)
7
∅12
2
8
∅12
2
∅18
4
∅16
3
11
∅16
3
12
∅12
2
13
∅12
4
14
∅12
2
15
∅10
147
36
34.2
1000
3000
59.9
575
1725
34.5
948
970
3880
34.4
943
965
1930
17.1
975
1950
17.3
36
1000
32
543
953
168
200
800
16.0
1166
1195
3585
56.6
765
2295
36.2
740
1480
13.1
736
718
22
22
22
32
22
36
36
9
10
45.9
1710
22
4
1860
570
29
∅12
32
6
1180
4720
41.9
723
745
1490
13.2
10
304
44688
275.4
224
32928
202.9
1158
31
22
∅10
71
16
147
10
31
3
2
∅20
3
3
∅12
2
4
∅12
2
5
∅12
4
6
∅12
2
7
∅12
2
8
∅18
3
289
519
493
900
873
I2-Mc13-∅12 L=1180cm
I2-Mc12-∅12 L=740cm
70.8
2-Mc9-∅18 L=200cm
2-Mc9-∅18 L=200cm
20x{(1e-Mc16-∅10)+(
1e-Mc15-∅10)} @12
Estribos
17x{(1e-Mc16-∅10)+(
1e-Mc15-∅10)} @12
232
36x{(1e-Mc16-∅10)+(1e-Mc15-∅10)} @12
207
17x{(1e-Mc16-∅10)+(
1e-Mc15-∅10)} @12
37x{(1e-Mc16-∅10)+(1e-Mc15-∅10)} @12
432
433
20x{(1e-Mc16-∅10)+(
1e-Mc15-∅10)} @12
207
232
22
32
∅18
3
∅18
3
11
∅20
4
199
12
∅16
3
666
13
∅16
3
14
∅16
3
15
∅12
6
16
∅12
2
17
∅12
2
18
∅12
2
19
∅10
195
895
873
845
656
658
855
663
845
31
INFERIOR
9
10
36
75.8
498
22
22
D2-Mc13-∅12 L=1180cm
D2-Mc14-∅12 L=745cm
905
29
96.4
488
22
29
3-Mc11-∅16 L=765cm
3-Mc10-∅16 L=1195cm
36
∅20
22
X
1
32
VIGAS SENTIDO Y
29
40x80+40x40+40x40
36
40x80+40x40+40x40
22
40x80+40x40+40x40
10
325
975
24.0
555
1665
41.1
515
1030
9.1
900
1800
16.0
895
3580
31.8
510
1020
9.1
905
1810
16.1
530
1590
31.8
895
2685
53.6
905
2715
54.2
235
940
23.2
695
2085
32.9
845
2535
40.0
685
2055
32.4
680
4080
36.2
855
1710
15.2
685
1370
12.2
845
1690
15.0
304
59280
365.3
224
43680
269.2
111
20
∅10
195
10
31
Total:
(x5):
VIGAS DE CIMENTACIÓN SENTIDO Y
PLANTA DE CIMENTACIÓN , N-2.60m
Escala pórticos 1:50
Escala secciones 1:10
1:100
Ver arranques en el despiece de pilares o alzado de muros
C5
C10
C4
C9
C3
C8
C2
C7
C1
C6
4.26
Resumen Acero Long. total Peso
Plano de pórticos
(m)
(kg) Total
C15
C14
C13
C12
C11
3.79
C20
C19
C18
C17
C16
3.82
C25
C24
C23
C22
C21
C30
C29
C28
C27
C26
3.82
4.2
3-Mc2-∅20 L=555cm
36
1626
∅16
686.6
1084
∅18
783.6
1565
∅20
369.8
912 11229
140.1
D2-Mc5-∅12 L=895cm
D2-Mc7-∅12 L=905cm
22
22
D2-Mc6-∅12 L=510cm
140.2
142.6
3-Mc10-∅18 L=905cm
3-Mc9-∅18 L=895cm
3-Mc8-∅18 L=530cm
140.8
140.4
40x80+40x40+40x40
40x80+40x40+40x40
40x80+40x40+40x40
40x80+40x40+40x40
93.8
94
D2-Mc15-∅12 L=680cm
D2-Mc18-∅12 L=845cm
D2-Mc17-∅12 L=685cm
90.8
36
I2-Mc15-∅12 L=680cm
I2-Mc16-∅12 L=855cm
I2-Mc15-∅12 L=680cm
22
40
91.2
22
22
80
92.2
INFERIOR
3-Mc14-∅16 L=685cm
3-Mc13-∅16 L=845cm
3-Mc12-∅16 L=695cm
22
29
2-Ø12
OBRA:
EDIFICIO
92
2-Mc11-∅20 L=235cm
2-Mc11-∅20 L=235cm
36
2-Ø12
29
40
40x80+40x40+40x40
32
32
120
40
6042
1831.5
22
22
142.7
SUPERIOR
40
9805.0
∅12
I2-Mc5-∅12 L=895cm
I2-Mc4-∅12 L=900cm
I2-Mc3-∅12 L=515cm
40
∅10
36
3-Mc1-∅20 L=325cm
3-Ø18
1128.4
5642.0
∅10:
6042.3
∅12:
1625.5
∅16:
1083.3
∅18:
1565.6
∅20:
912.5
Total: 11229.2
CONTIENE:
Estribos
2-Ø12
2-Ø12
40x{(1e-Mc20-∅10)+(1e-Mc19-∅10)} @10
38x{(1e-Mc20-∅10)+(1e-Mc19-∅10)} @10
39x{(1e-Mc20-∅10)+(1e-Mc19-∅10)} @10
39x{(1e-Mc20-∅10)+(1e-Mc19-∅10)} @10
39x{(1e-Mc20-∅10)+(1e-Mc19-∅10)} @10
391
379
382
382
385
PLANOS ESTRUCTURALES
- CIMENTACIÓN
DISEÑO ESTRUCTURAL
PROPIETARIO:
3-Ø16
Ing. David Brown Porozo
Reg.Prof. 09-4427
ESCALA:
32
LAMINA:
LAS INDICADAS
FECHA:
AGOSTO DEL 2021
112
-Mc15-
SELLOS:
ESTRIBOS Ø10
72
ESCALA
931.2
5587.2
(50x50)
120x40 + 40x80
C3
3
C5
60
120x40 + 40x80
C2
3
∅18
71
120x40 + 40x80
137.3
40x80+40x40+40x40
32
60
293
60
60
120x40 + 40x80
∅18
5
620
538
3-Mc5-∅18 L=575cm
136.9
(50x50)
313
C1
4
32.6
111
3-Mc4-∅18 L=1000cm
29
120x40 + 40x80
60
312
60
293
246
120x40 + 40x80
246
120x40 + 40x80
246
366
120x40 + 40x80
60
90.8
3-Mc3-∅18 L=570cm
120x40 + 40x80
C9
(50x50)
F
262
120x40 + 40x80
C8
(50x50)
3
1320
I2-Mc6-∅12 L=970cm
C10
60
60
120x40 + 40x80
C7
(50x50)
60
60
293
C6
3
∅18
(50x50)
313
(50x50)
∅20
3
440
D2-Mc8-∅12 L=975cm
90.8
22
60
60
120x40 + 40x80
3-Mc2-∅20 L=620cm
I2-Mc6-∅12 L=970cm
120x40 + 40x80
120x40 + 40x80
259
259
259
379
120x40 + 40x80
C14
(50x50)
120x40 + 40x80
C13
(50x50)
120x40 + 40x80
C12
(50x50)
312
4.73
120x40 + 40x80
C11
293
4.33
C15
60
60
293
(50x50)
E
60
120x40 + 40x80
60
C14
C19
C24
C29
4.32
SUPERIOR
(50x50)
313
120x40 + 40x80
Y
120x40 + 40x80
120x40 + 40x80
C13
C18
C23
C28
D2-Mc7-∅12 L=965cm
120x40 + 40x80
60
60
D
C12
C17
C22
C27
C10
C15
C20
C25
C30
2
404
584
Total:
(x6):
120x40 + 40x80
262
262
262
382
120x40 + 40x80
C19
(50x50)
120x40 + 40x80
C18
(50x50)
120x40 + 40x80
C17
(50x50)
312
C9
4.73
120x40 + 40x80
C16
60
C8
C20
60
120x40 + 40x80
(50x50)
293
120x40 + 40x80
293
60
120x40 + 40x80
C7
C5
3-Mc1-∅20 L=440cm
60
313
60
120x40 + 40x80
C6
22
60
312
C4
C11
C16
C21
C26
120x40 + 40x80
262
262
262
382
C
120x40 + 40x80
C24
(50x50)
120x40 + 40x80
C23
(50x50)
120x40 + 40x80
C22
(50x50)
120x40 + 40x80
C21
60
C3
120x40 + 40x80
(50x50)
293
360
120x40 + 40x80
C2
C25
262
120x40 + 40x80
C1
(50x50)
259
120x40 + 40x80
293
360
313
360
360
312
60
300
240
60
300
240
300
240
293
360
300
60
120x40 + 40x80
(50x50)
120x40 + 40x80
(50x50)
120x40 + 40x80
(50x50)
120x40 + 40x80
(50x50)
Ver arranques en el despiece de pilares o alzado de muros
3
22
120x40 + 40x80
C29
240
120x40 + 40x80
C28
360
B
120x40 + 40x80
C27
246
120x40 + 40x80
C26
∅20
22
Escala pórticos 1:50
Escala secciones 1:10
C30
(50x50)
A
1
VIGAS SENTIDO X
32
VIGAS DE CIMENTACIÓN SENTIDO X
Long. Total Peso
(cm) (cm)
(kg)
29
413
22
433
Esquema
(cm)
Mc. Diám. No.
22
432
Elemento
5
22
413
4
32
3
2
32
1
32
-Mc16-
SECCIÓN TRANSVERSAL DE VIGAS DE CIMENTACIÓN
ESCALA
1:10
DETALLE DE MEJORAMIENTO DE SUELOS
BAJO VIGA DE CIMENTACIÓN
E/1