TE-1_Ayacucho_MPC_Design-Structural.pdf
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Jr. L
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.1
.14
.2
.00
.1
.85
.2
.60
.3
.70
.2
.95
.1
.68
.2
.2
.32
.3
.83
.3
.68
.3
.73
.2
.60
.2
.25
.2
.91
.3
.39
.52
.93
.03
.98
.95
.45
.19
.2
.70
.3
.35
.3
.15
.3
.38
.2
.90
.3
.58
.2
.01
.70
.20
.63
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.88
.3
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.68
.3
.63
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.60
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.91
.3
.39
.88
.82
.4
.83
.4
.83
.4
.82
.4
.83
.4
.83
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.83
.4
.83
.60
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.2
.48
.8
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.8
.48
.2
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.70
.8
.90
.99
.20
.30
.10
.25
.01
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.63
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.69
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P L A
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T A
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N
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N
IV
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O
T A
N O
S/C = 250 kg/m
2 (oficinas) Esc. = 1 / 50
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -0
Z -1
Z -0
Z -0
Z -0
Z -06
Z -0
Z -0
Z -1
Z -0
Z -0
Z -0
Z -0
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -13
Z -1
Z -1
Z -13
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
Z -1
.10
.40
.40
.40
.82
.80
.60
.60
.78
.80
.60
.20
.60
.55
.60
.40
.2
.60
.10
.80
.38
.80
.23
.80
.40
.40
.53
.77
.14
.80
.19
.80
.9
.80
.70
.80
.8
.80
.18
.80
.17
.30
.13
.7
.10
.10
.40
.70
.60
.63
.60
.62
.60
.63
.60
.63
.60
.63
.60
.63
.60
.94
.15
.40
.60
.40
.53
.40
.4
.50
.21
.60
.25
.6
.63
.40
.60
.40
.53
.40
.4
.50
.60
.7
.40
.10
.80
.40
.53
.40
.60
.40
.63
.60
.7
.40
.00
.15
.48
.00
.6
.88
.53
.40
.40
.80
.23
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.38
.80
.84
.40
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.38
.80
.23
.80
.18
.80
.15
.80
.88
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.60
.60
.80
.40
.80
.54
.60
.99
.10
.40
.02
.50
.43
.40
.12
.33
C -01
C -01
C -01
C -01
C -01
C -01
C -01
C -01
C -01
C -01
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -02
C -04
C -04
C -04
C -05
C -06
C -06
C -07
C -07
C -07
C -07
C -07
C -07
C -07
C -0
C -0
C -0
C -0
C -1
C -1
C -0
C -0
P L -01
P L -02
C -0
C -0
C -09
P L -03
P L -05
P L -06
P L -07
P L -07
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P L -09
P L -08
P L -10
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R e lle n o c om pactado c o n m a te rial propio
Relleno compactado con material propio
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.30 .30
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.30 .30
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FA
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Ø 1/2"@
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1.85
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.175
.175
.175
.175
.175
.175
.175
.175
.175
.175
.175
1.93
.30 .30
.30 .30
.30 .30
.30 .30
.30 .30
T R
A M
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S /C k g /m
Ø 1/2"@
.15 (alte rn ad os)
Ø 1/2"@
.20 (alte rn ad os)
2.85
Ø 1/2"@
.15 (alte rn ad os)
C
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C
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2.85
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.175
.175
.175
.175
.175
.175
.175
.175
.175
.175
.175
1.93
.30 .30
.30 .30
.30 .30
.30 .30
.30 .30
Ø 1/2"@
.15 (alte rn ad os)
Ø 1/2"@
.20 (alte rn ad os)
1.85
M U
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C °A
T R
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N ° 3
S /C k g /m
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2Ø 5/8"
4Ø 3/4"
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6 Ø
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4 Ø
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4 Ø
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6 Ø
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4 Ø
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P L -02
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6 Ø 5/8"
6 Ø
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6 Ø
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.35
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.25 .36
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P L -03
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C -02
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6 Ø
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2 Ø
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P L -04
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6 Ø
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8 Ø
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2 Ø
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P L -05
.25
.25
.25
.25 .10
.35 .35
.35
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6 Ø
5/8"
6 Ø 5/8"
6 Ø
5/8"
6 Ø
5/8"
6 Ø 5/8"
4 Ø
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0 Ø
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4 Ø
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2 Ø
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R
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P L -06
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6 Ø
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6 Ø 5/8"
0 Ø
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8 Ø
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0 Ø 1/2"@
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8 Ø
5/8"
8 Ø 5/8"
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.30
0 Ø
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5 Ø
5/8"
6 Ø
5/8"
6 Ø
5/8"
6 Ø
5/8"
6 Ø
5/8"
6 Ø
5/8"
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.40 .21
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.65
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P L -07
P L -08
P L -09
P L -10
Ø
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R
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Ø
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R
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8 Ø
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C -02
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4 Ø
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2 Ø
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4 Ø
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2 Ø
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0.15 R
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5 Ø
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0.15 R
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2 Ø
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C -04
Ø 3/8": 1@
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0.15 R
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C -05
Ø 3/8": 1@
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0.15 R
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4 Ø
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4 Ø 3/4"
4 Ø
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C -06
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0.15 R
0.20 c/e
8 Ø
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0.15 R
0.20 c/e
6 Ø
5/8"
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2 Ø
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3 Ø
3/4"
3 Ø 3/4"
Ø 3/8": 1@
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0.15 R
0.20 c/e
Ø 3/8": 1@
0.05, 6@ 0.10, 4@
0.15 R
0.20 c/e
Ø 3/8": 1@
0.05, 6@ 0.10, 4@
0.15 R
0.20 c/e
Ø 3/8": 1@
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0.15 R
0.20 c/e
C -08
C -09
C -10
Ø 3/8": 1@
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0.15 R
0.20 c/e
C -11
4 Ø
1/2"
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13 Ø 3/4" @ 0.15m
Ø
/4
0.15m
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-1 E
SC
. 1/25
.25 .85
1.10
.70
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-2 E
SC
. 1/25
13 Ø 3/4" @ 0.15m
Ø
/4
0.15m
Ø
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0.15m
Ø
/4
0.15m
.25 .85
1.10
.70
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-3 E
SC
. 1/25
1.80
.75
.38 .38
Z -0
.80 .80
1.60
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-4 E
SC
. 1/25
10 Ø 5/8" @ 0.15m
Ø
/8
0.15m
Z -0
5.10
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1.20 1.02
Ø
/4
0.15m
40 Ø 3/4" @ 0.15m
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-5 E
SC
. 1/25
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-6 E
SC
. 1/25
Ø
/4
0.15m
18 Ø 3/4" @ 0.15m
Z -0
2.40
Z -0
3.40
.50 .60
1.29 .60
.41
13 Ø 3/4" @ 0.15m
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-7 E
SC
. 1/25
Ø
/4
0.15m
Z -0
1.20 1.20
7.82 .70
1.10
1.80
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-8 E
SC
. 1/25
Z -0
1.10 5.83
2.40
N
iv. Fondo Zapata: -1.50
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-9 E
SC
. 1/25
64 Ø 5/8" @ 0.15m
18 Ø 3/4" @ 0.15m
13 Ø 3/4" @ 0.15m
Ø
/4
0.15m
Ø
/4
0.15m
46 Ø 5/8" @ 0.15m
Ø
/4
0.15m
Ø
/4
0.15m
Z -1
.25 4.80
.45
.25 2.80
.95
1.50
N
iv. Fondo Zapata: -2.05
R ecubrim iento = 7.5 cm
Z A
PA
T
A Z
-10 E
SC
. 1/25
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1.633 cm
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Z A
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12 Ø 3/4" @ 0.15m
Ø
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0.15m
31 Ø 3/4" @ 0.15m
20 Ø 3/4" @ 0.15m
N
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.1
.85
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.3
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.2
.2
.32
.3
.83
.3
.68
.3
.73
.2
.60
.2
.25
.2
.91
.3
.39
.52
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.03
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.63
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.88
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.63
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.2
.91
.3
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.88
.82
.4
.83
.4
.83
.4
.82
.4
.83
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.83
.4
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.60
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.48
.8
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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.99
.20
.30
.10
.25
.01
.70
.20
.63
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.85
.99
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T A
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C . 1/20
4Ø 3/4"
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2Ø 5/8"
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N O
T A
S
- T
A B
IQ
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) Lo s T abique s podrá n ser de
L adrillo s P a ndereta , u otros
) D eb e rán te n er co lum na de confin am iento, en los e xtre m o s, intersecció n de T abiq ue s o estar separad os m
ax. 4 .00
) S e co n struira n co n tres hiladas m enos.
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A la m b re n
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N O
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M A
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) C olu m n a d e am arre de m uros de ladrillo colo carlas e spaciad as e ntre
2.50 y 4.00 m y e n las e squin as princip ales.
T e ckn o p or 1"
T u b o
Ø 1"
Ø
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P a ndereta
C O
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C o lu m n e ta d e
A m a rre (C
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M áxim o 4.00 m ts.
para e= 0.25
M áxim o 3.00 m ts.
para e=
0.15 V
IG
A
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) D ejar an claje s e n el en cue ntro de m uros de a lba ñileria con colum nas y m uro s estru ctu rales, a lam bre
# 8 ca da 3.
) V acear las C
.C . de spue s de siete (7) d ías de d esencofrad o los techos.
M uro de
E S
C . 1/20
4Ø 3/4"
2Ø 5/8"
4Ø 3/4"
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C . 1/20
3Ø 3/4"
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3Ø 3/4"
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2Ø 5/8"
2Ø 3/4"
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R 1.41
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C -07
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C . 1/20
4Ø 3/4"
2Ø 5/8"
3Ø 3/4"
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3Ø 5/8"
4Ø 3/4"
2Ø 5/8"
3Ø 3/4"
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3Ø 5/8"
3Ø 5/8"
S E
C C
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1-1
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1Ø1/2"+1Ø3/8"
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1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
1Ø1/2"+1Ø3/8"
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1Ø1/2"
1Ø1/2"
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.03
.98
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.19
.01
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.20
.63
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.20
.30
.10
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A L
IG
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R A
D O
2da P L
A N
T A
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C . 1/20
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C . 1/20
4Ø 3/4"
2Ø 5/8"
4Ø 3/4"
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.6
.2
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E S
C . 1/20
4Ø 3/4"
2Ø 5/8"
4Ø 3/4"
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4Ø 3/4"
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4Ø 3/4"
.3
.2
.3
2Ø 5/8"
E S
C . 1/20
4Ø 3/4"
2Ø 5/8"
4Ø 3/4"
2Ø 5/8"
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E S
C . 1/20
3Ø 3/4"
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3Ø 3/4"
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2Ø 3/4"
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4Ø 3/4"
.3
.40
.25
N O
T A
S
- T
A B
IQ
U
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) T od os lo s ta b iques estarán separad os de la estru ctu ra ta nto en e l extre m o su perior com o en lo s laterale s.
) Lo s T abique s podrá n ser de
L adrillo s P a ndereta , u otros
) D eb e rán te n er co lum na de confin am iento, en los e xtre m o s, intersecció n de T abiq ue s o estar separad os m
ax. 4 .00
) S e co n struira n co n tres hiladas m enos.
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A la m b re n
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N O
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) C olu m n a d e am arre de m uros de ladrillo colo carlas e spaciad as e ntre
2.50 y 4.00 m y e n las e squin as princip ales.
T e ckn o p or 1"
T u b o
Ø 1"
Ø
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P a ndereta
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C o lu m n e ta d e
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M áxim o 4.00 m ts.
para e= 0.25
M áxim o 3.00 m ts.
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# 8 ca da 3.
) V acear las C
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M uro de
L/3
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D (cm
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L (cm
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T A
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Ø in dicado Libre 2.5cm
Libre 2.5cm ind icado recub.= 4cm
(libre al e stribo)
T A
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A
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1.5 cm
D im encion de planos
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C . 1/20
3Ø 5/8"
2Ø 5/8"
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2Ø 1/2"
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2Ø 5/8"
Fº D
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Ø
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0.25
Ø
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Ø
1/2"+3/8"
D
T A
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C
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N D
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V
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A T
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COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
COLUMNA TENSORA
V
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3.16
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4.98
1.39
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2.76
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1.44
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2.16 .60
1.91 3.29
1.70 .35
1.71
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3.98 2.68
4.30 3.20
2.70 3.86
4.14
2Ø 3/4"
3Ø
5/8"
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2Ø 3/4"
1Ø
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4Ø 3/4"
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2Ø 5/8"
4Ø 3/4"
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4Ø 3/4"
2Ø 5/8"
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2Ø 3/4"
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1Ø1/2"
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.85
.99
.20
.30
.10
.25
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.70
.20
.63
.03
.85
.99
.20
.30
.52
.93
.03
.98
.95
.45
.19
.10
.25
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File details come from the government source that posted it.