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Entrega estructural
- 1. AUTONOMA
AD NACIONAL
C3 C2 C1
DE M
ERSID EXIC
UNIV O
P O R M I
E S P I R I T U
R A Z A H A
B
L
I
M
A
R
A
43.61
8.85 6.24 6.24 4.80 4.80 6.35 6.35
60.00 80.00
12 varillas # 4 con 16 varillas # 4 con
estribos # 3 a @ 15cm suncho de varilla #3
80.00 CLAVE DESCRIPCION
LONGITUDINAL
5 VARILLAS ALTAS # 5
4 VARILLAS BAJAS # 5
5 VARILLAS ALTAS # 5
4 VARILLAS BAJAS # 5
12 varillas # 4 con estribos de #3 @ D3
e #3 @ 10
15cm
5 VARILLAS ALTAS # 5
C-1 Columna de concreto armado
252.44
5 VARILLAS ALTAS # 5 4 VARILLAS BAJAS # 5 MC C3
137.58
Diam. 80 cm
e #3 @ 10
246.20
4 VARILLAS BAJAS # 5
D3
114.69
5 VARILLAS ALTAS # 5
e #3 @ 10
4 VARILLAS BAJAS # 5
234.52
C3 CT Columna de concreto armado
e #3 @ 10
5 VARILLAS ALTAS # 5 C-2
224.93
4 VARILLAS BAJAS # 5
CT CT Diam. 60 cm
203.92
D3
195.08
e #3 @ 10
201.26
5 VARILLAS ALTAS # 5 CT 160 CT 160
187.86
4 VARILLAS BAJAS # 5
e #3 @ 10
C3
115.08
194.73
119.51 366.87
C-3 Columna de concreto armado
e #3 @ 10
D3 80 x 80 cm
116.76
178.15
1.37
C3
e #3 @ 20
e #3 @ 20
599.04
284.72
Muro de contension de concreto
559.04
235.22
MC
e #3 @ 20
armado e= 25 cm
e #3 @ 20
e #3 @ 20
408.69
499.04
CT CT
479.04
383.20
383.20
439.04 CT CT CT CT Viga IPR Principal
e #3 @ 20
e #3 @ 20
V1
419.04
383.20
359.04
CT CT CT
4.79
187.55
187.55
CT 160 CT 160 CT 160 CT 160 CT 160
V2 Viga IPR Secundaria
133.94 364.20 232.55 386.59 223.41 286.45 183.33 287.03 243.19 366.87 253.12 366.59 138.87
D2 D2 D-1
320.96
310.96
373.31
290.96
360.91
360.56
280.96
270.96
314.72
314.72
240.96
240.96
291.97
Detalles
CT CT CT CT CT CT
C3 D1 C1 D1 C2 D1 C1 C3
CT
Armado Losa
CT CT CT CT
275.28
275.28
275.28
1910.77 275.28
275.28
6.20
CT
275.28
379.04
379.04
379.04
379.04
379.04
379.04
379.04
CT 160 CT 160 CT 160 CT 160 CT 160
MC
133.94 364.20 232.55 386.59 223.41 286.45 183.33 287.03 243.19 366.87 253.12 366.59 138.87
D2 D2
306.72
306.72
306.72
306.72
306.72
306.72
290.96
290.96
290.96
290.96
290.96
290.96
290.96
CT CT CT CT CT CT
C3 D1 C1 D1 C2 D1 C1 CT C3
CT CT CT
CT CT
4.22
161.28
161.28
161.28
161.28
161.28
161.28
CT 160 CT 160 CT 160 CT 160 CT 160
133.94 364.20 232.55 386.59 223.41 286.45 183.33 287.03 243.19 366.87 253.12 366.59 138.87
268.72
268.72
268.72
268.72
268.72
268.72
519.04
519.04
519.04
519.04
519.04
519.04
519.04
42.49
41.93
CT CT CT CT CT CT
MC
41.01
40.62
CT
39.88
CT CT CT CT
39.32
CT
4.38
161.28
38.55
161.28
CT 160
161.28
161.28
161.28
CT 160 CT 160
161.28
CT 160 CT 160
INDICA COTAS A EJES
38.35
132
133.94 364.20 232.55 386.59 223.41 286.45 183.33 287.03 243.19 366.87 253.12 366.59 138.87
132
MC D2
132
270.64
270.64
270.64
270.64
270.64
270.64
350.96
350.96
350.96
350.96
350.96
350.96
350.96