Estructuras 1
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Mixo De Los RiosEstructuras 1
Uploaded by
Mixo De Los Rios1.50 0.
40
0.15
A E F
0.17
A B C D E F CUADRO DE COLUMNAS 0.25
Ø3/8" @0.15
TIPO Ø3/8" @0.15
C1 C2 C3
0.1
6.00
0.30 4.25 0.30 0.90 0.25
5
10
2.25 0.75 0.55 1.10 1.35 0.25 NPT +0.00
E-01
1ER-5TO PISO
0.30 0.30
1 1
41 Ø5/8"@ 0.15
41 Ø5/8"@ 0.15
C1 C1
0.30
0.50
1.10
0.40
C1
0.95 8 Ø5/8"@ 0.15 3 Ø1" 1 Ø1"
1.20
Z
0.60
9 Hz=0.60
6 Ø5/8"@ 0.15
bxt 0.25 x 0.50 0.30 x 0.30 0.30 x 0.40
NFZ=-1.20 0.80
E-01 3 Ø1" As
12 Ø 3/4" 8 Ø 3/4" 10 Ø 3/4"
3.55
3.55
Long
2 Es: Ø3/8": 1@0.05 1 Es: Ø3/8": 1@0.05 2 Es: Ø3/8": 1@0.05
0.90 3.15 1.95 Estribo
0.90 10@0.10, r@0.20 10@0.10, r@0.20 10@0.10, r@0.20
94 Ø5/8"@ 0.15 0.50
94 Ø5/8"@ 0.15 Es: Ø3/8" 1@0.05, 10@0.10 rto 0.20
6 Ø5/8"@ 0.15
CUADRO DE COLUMNAS TRAMO 1
5 1 : 25
6 1 : 25
2 2
30 Ø5/8"@ 0.15
30 Ø5/8"@ 0.15
30 Ø5/8"@ 0.15
30 Ø5/8"@ 0.15
7 Ø5/8"@ 0.15
1.00
C1 C2 C2 C2 C1
Z
Hz=0.60
VC1 (0.25x0.50)
NFZ=-1.20 11 0.50 1.48 0.47
2.25
2.25
94 Ø5/8"@ 0.15 94 Ø5/8"@ 0.15
12
E-01
2
Z
E-01
6 Ø5/8"@ 0.15
0.90 Hz=0.60
1 : 25
0.15
NFZ=-1.20 0.45 0.95 1.40
0.25
0.30
0
30 Ø5/8"@ 0.15
0.3
7 Ø5/8"@ 0.15
3 3
1.00
C2 C2 C2 C2 C2
Ø3/8" @0.15
A D E F
0.17
Ø3/8" @0.15
0.60
0.28
Ø3/8" @0.15
1.50
1.50
10 Ø5/8"@ 0.15 94 Ø5/8"@ 0.15
16 Ø5/8"@ 0.15
94 Ø5/8"@ 0.15
0.1
Ø3/8" @0.15
Ø3/8" @0.15 V (0.25x0.60)
5
1.40
0.25
6 Ø5/8"@ 0.15
C2 C1
4 C1
4 0.25 0.30 0.85 0.30 0
15.00
15.00
0 0.3
0.15
0.2
0.15
Z 2.30 0.80 0.20 0.20
Hz=0.60 Z
VC3 (0.25x0.50)
NFZ=-1.20 Hz=0.60 0.05 0.80
94 Ø5/8"@ 0.15
TRAMO 2 TRAMO 3
NFZ=-1.20 Z
Hz=0.60
2.55
2.55
7 8
94 Ø5/8"@ 0.15
0.90 NFZ=-1.20 3 Ø1" 3 Ø1"
1 : 25 1 : 25
6 Ø5/8"@ 0.15
2.30
6 Ø5/8"@ 0.15
0.60
7 Ø5/8"@ 0.15 3 Ø1" 2 Ø1"
16 Ø5/8"@ 0.15
5 5
1.00
C1 VC2 (0.25x0.50) C2 C2 C2
0.90 2.00 3.10
Z Es: Ø3/8" 1@0.05, 10@0.10 rto 0.20
Hz=0.60
94 Ø5/8"@ 0.15
NFZ=-1.20 94 Ø5/8"@ 0.15
VC2 (0.25x0.50)
2.40
2.40
0.90
3
6 Ø5/8"@ 0.15
1 : 25
6 Ø5/8"@ 0.15
6 C1 C1
6
0.80
3 4 5
94 Ø5/8"@ 0.15 94 Ø5/8"@ 0.15
0.35 0.30 1.10 0.30 2.35 0.30 0.35
0.90
2.75
2.75
6 Ø5/8"@ 0.15
Z
Hz=0.60 1.15
6 Ø5/8"@ 0.15
NFZ=-1.20
6 Ø5/8"@ 0.15
9 Ø5/8"@ 0.15
0.90
C3 C3 C1
VC1 (0.25x0.50)
7 7 3 Ø5/8"
0.60
2.25 0.75 0.55 1.10 1.35
3 Ø5/8"
6.00
2.40 1.65 1.00
A B C D E F Es: Ø3/8" 1@0.05, 10@0.10 rto 0.20
CIMENTACIÓN VC3 (0.25x0.50)
1 1 : 50
4 1 : 25 ESPECIFICACIONES GENERALES
A CEMENTO
1 - Tipo I
CONCRETO ARMADO
F 3 - ZAPATAS f´c=210 kgf/cm2
0.13
- VIGAS DE CIMENTACIÓN f´c=210 kgf/cm2
0.13
0.13 - COLUMNAS Y MUROS f´c=210 kgf/cm2
- LOSAS Y VIGAS f´c=210 kgf/cm2
- LOSAS MACIZAS f´c=210 kgf/cm2
ACERO DE REFUERZO
NPT + 0.00
- BARRAS CORRUGAS f´y=4200 kgf/cm2 VISTA EN 3D
NPT + 0.00 NPT + 0.00 NPT + 0.00
ASTM A-615 (GRADO 60)
RECUBRIMIENTOS
14
- ZAPATAS 7 cm
- MUROS Y LOSAS EN 5 cm SISTEMA ESTRUCTURAL SISMORESISTENTE
0.60
CONTACTO CON TERRENO
RESUMEN DE PARAMETROS SISMICOS BLOQUE 1
0.60
- COLUMNAS Y VIGAS 4 cm
0.60
0.60
Sa ACELERACIÓN ESPECTRAL Sa=ZUCSg/R
- LOSAS 2 cm
Z FACTOR DE ZONA Z= 0.45 (ZONA 4)
ALBAÑILERIA- TABIQUERIA
U FACTOR DE CATEGORIA DE EDIFICACION U= 1 (CATEGORIA C)
0.60
- f´m = 65 kgf/cm2
NFZ = -1.20 S PARÁMETRO DE SUELO S=1.05 Tp= 0.6s
0.60
- UNIDAD DE ALBAÑILERÍA
0.60
0.60
NFZ = -1.20 NFZ = -1.20 C FACTOR DE AMPLIFICACIÓN SÍSMICA C= 2.5(Tp/T)
NFZ = -1.20 SE USARAN UNIDADES DE ARCILLA SOLIDA ( SIN HUECOS EN
Rx= 3.0
EL ÁREA DE ASENTADO QUE EXCEDAN EL 25% DE DICHA ÁREA). R COEFICIENTE DE REDUCCIÓN Ry= 3.0
0.80 LADRILLO KING KONG 18 HUECOS (INDUSTRIAL TIPO V)
1.00 1.00 - MORTERO CEMENTO : ARENA :: 1 : 4 g ACELERACIÓN GRAVEDAD 9.81 m/s2
0.90 - ESPESOR DE JUNTAS ENTRE HILADAS MÍNIMO 1cm T PERIODO FUNDAMENTAL DE LA ESTRUCTURA 0.35 s
MÁXIMO 1.5 cm
TIPO 2 TIPO 3 TIPO 4
▲x = 0.005
▲ DISTORSIÓN MÁXIMO
▲y = 0.001
TIPO 1 10 1 : 25
11 1 : 25
12 1 : 25
9 1 : 25
A B C D E F
6.00
A E F 7
2.25 0.75 0.55 1.10 1.35 6.00
0.30 4.25 0.30 0.90 0.25 VALORES DE L1 Y L2
1 V407 (0.25x0.30) V407 (0.25x0.30)
1
4 Ø L1 L2
1.40
E-02
3/8" 0.40 0.45
0.90 0.90 0.90 0.90 3 Ø5/8" 2 Ø5/8" 1/2" 0.40 0.50
0.20
1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8"
V (0.25x0.30)
V (0.25x0.30)
2 Ø3/8" 2 Ø3/8" 5/8" 0.50 0.60
V (0.25x0.30)
3.55
3.55
0.50
1 Ø3/8" 1 Ø3/8"
2 Ø3/8" 2 Ø3/8"
3/4" 0.75 0.75
3 Ø5/8" 1 Ø5/8" 1" 0.90 1.00
0.25
L1
Es: Ø3/8" 1@0.05, 14@0.10 resto 0.20
2 V406 (0.25x0.60) V406 (0.25x0.60) V406 (0.25x0.60)
2 corte 1-1 CUADRO DE LONGITUDES DE
ANCLAJE (LA) Y EMPALMES (LE)
V101 (0.25x0.70) 4 1 : 25
EN COLUMNAS Y PLACAS
2
L2
V (0.25x0.30)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.30)
1 : 25 Ø
VIGAS Y LOSAS COLUMNAS Y MUROS
2.25
2.25
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
La (m) Le (m) La (m) Le (m)
3/8" 0.40 0.40 0.30 0.40
1/2" 0.55 0.55 0.35 0.50
3 V405 (0.25x0.60) V405 (0.25x0.60) V405 (0.25x0.60) 3 A F 5/8" 0.70 0.70 0.40 0.60
V (0.25x0.30)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.30)
6.00
6 3/4" 0.85 0.95 0.45 0.75
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
1.50
1.50
0.25 5.50 0.25
V404 (0.25x0.60) V404 (0.25x0.60)
4 4 5
6
15.00
15.00
E-02
E-03
1 Ø3/8"
0.80
V (0.25x0.30)
V (0.25x0.20)
3 Ø5/8"
V (0.25x0.30)
0.20
1 Ø3/8"
2.55
2.55
2 Ø3/8"
ENCLAJES Y EMPALMES
0.50
2 Ø3/8"
1 Ø3/8"
0.80
3 Ø5/8"
13 1 : 25
5 V403 (0.25x0.60) V403 (0.25x0.60) 5 0.25
1 Ø3/8"
1 Ø3/8"
0.70
0.70
Es: Ø3/8" 1@0.05, 14@0.10 resto 0.20
C
V (0.25x0.30)
V (0.25x0.30)
V (0.25x0.20)
1 Ø3/8"
1 Ø3/8"
2.40
2.40
1 Ø3/8"
1 Ø3/8"
0.70
0.70
6 6 V102 (0.25x0.70) corte 2-2
3 5
V402 (0.25x0.70)
1 : 25 1 : 25
1 Ø3/8"
1 Ø3/8"
3 Ø1/2"
0.80
0.80
5 5 5 5
0.20
0.30
V (0.25x0.30)
V (0.25x0.30)
V (0.25x0.20)
1 Ø3/8"
1 Ø3/8"
3 Ø1/2"
0.25
2.75
2.75
1 Ø3/8"
1 Ø3/8"
0.80
0.80
V401 (0.25x0.70) V401 (0.25x0.70) 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8"
D
7 7
0.20
0.20
0.20
0.20
V (0.20x0.2) V (0.20x0.2)
1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 0.25
2.25 0.75 0.55 1.10 1.35
V (0.25x0.30)
0.40
0.40
0.40
0.40
1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 3 Ø1/2"
14
0.20
6.00
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø1/2" 1 : 25
A B C D E F
TECHO 1ER - 3ER PISO
1 1 : 50
V103 (0.25x0.60)
7 1 : 25
V104 (0.25x0.60) V105 (0.25x0.60) V106 (0.25x0.60) V (0.25x0.20)
8 1 : 25
9 1 : 25
10 1 : 25
11 1 : 25
As. de temperatura 0.25 0.25
Ø 1/4" @ 0.25
0.05
0.25 0.25
0.25
0.20
0.15
0.25
0.25
0.25
0.10 0.30 0.10 Gs. ADICIONALES: Es. ADICIONALES:
FIERRO 3/8" Ø 3/8"
A CADA 10 cm
CORTE TIPICO ALIGERADO
Esc: 1/5 ENCUENTRO DE VIGAS ENCUENTRO DE VIGAS CON COLUMNAS
ENCUENTROS
12 1 : 20
7
4
E-03
A B C D E F
A E F
6.00
2.25 0.75 0.55 1.10 1.35
1 V407 (0.25x0.30) V407 (0.25x0.30) 1 0.30 4.25 0.30 0.90 0.25
1.40
VALORES DE L1 Y L2
3 Ø5/8" 1 Ø5/8"
0.20
0.90 0.90 0.90 0.90
2 Ø3/8" 2 Ø3/8"
Ø L1 L2
V (0.25x0.30)
1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8"
V (0.25x0.30)
3/8" 0.40 0.45
V (0.25x0.30)
0.50
3.55
3.55
2 Ø3/8" 2 Ø3/8"
1 Ø3/8" 1 Ø3/8"
1/2" 0.40 0.50
3 Ø5/8"
0.25 5/8" 0.50 0.60
3/4" 0.75 0.75
Es: Ø3/8" 1@0.05, 14@0.10 resto 0.20
1" 0.90 1.00
2 V406 (0.25x0.60) V406 (0.25x0.60) V406 (0.25x0.60) 2 L1
V (0.25x0.30)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.30)
CUADRO DE LONGITUDES DE
V401 (0.25x0.70) ANCLAJE (LA) Y EMPALMES (LE)
2.25
2.25
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
1 Ø3/8"
3 1 : 25
EN COLUMNAS Y PLACAS
L2
VIGAS Y LOSAS COLUMNAS Y MUROS
Sección 1 Ø
La (m) Le (m) La (m) Le (m)
3 V405 (0.25x0.60) V405 (0.25x0.60) V405 (0.25x0.60) 3 4 1 : 25 3/8" 0.40 0.40 0.30 0.40
V (0.25x0.30)
V (0.25x0.20)
V (0.25x0.20)
V (0.25x0.30)
1 Ø3/8"
1 Ø3/8"
1/2" 0.55 0.55 0.35 0.50
1 Ø3/8"
1 Ø3/8"
1.50
1.50
A F 5/8" 0.70 0.70 0.40 0.60
4
V404 (0.25x0.60) V404 (0.25x0.60)
4 6.00 6 3/4" 0.85 0.95 0.45 0.75
15.00
15.00
1 Ø3/8"
0.80
0.25 5.50 0.25
V (0.25x0.30)
V (0.25x0.20)
V (0.25x0.30)
5
6
1 Ø3/8"
2.55
2.55
E-02
E-03
1 Ø3/8"
0.80
3 Ø5/8"
0.20
2 Ø3/8"
5 V403 (0.25x0.60) V403 (0.25x0.60) 5
ENCLAJES Y EMPALMES.
0.50
13
2 Ø3/8"
1 Ø3/8"
1 Ø3/8"
0.70
0.70
3 Ø5/8"
1 : 25
V (0.25x0.30)
V (0.25x0.30)
V (0.25x0.20)
0.25
1 Ø3/8"
1 Ø3/8"
2.40
2.40
Es: Ø3/8" 1@0.05, 14@0.10 resto 0.20
1 Ø3/8"
1 Ø3/8"
0.70
0.70
6 V402 (0.25x0.70) 6
Sección 2
1 Ø3/8"
1 Ø3/8"
0.80
0.80
V402 (0.25x0.70) 6 1 : 25
V (0.25x0.30)
V (0.25x0.30)
V (0.25x0.20)
5
1 Ø3/8"
1 Ø3/8"
2.75
2.75
1 : 25
1 Ø3/8"
1 Ø3/8"
5 5 5 5
0.80
0.80
C
V401 (0.25x0.70) V401 (0.25x0.70)
7 7
V (0.20x0.2) V (0.20x0.2)
2.25 0.75 0.55 1.10 1.35
6.00
3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8"
D
0.20
0.20
0.20
0.20
A B C D E F
3 Ø1/2"
0.20
0.30
1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 0.25
0.40
0.40
0.40
0.40
1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 1 Ø3/8" 3 Ø1/2"
TECHO 4TO - 5TO PISO
0.20
3 Ø1/2"
0.25
1 1 : 50
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø5/8"
0.25
3 Ø1/2"
As. de temperatura
Ø 1/4" @ 0.25
V403 (0.25x0.60) V404 (0.25x0.60) V405 (0.25x0.60) V406 (0.25x0.60) V (0.25x0.20). V (0.25x0.30).
7 1 : 25
8 1 : 25
9 1 : 25
10 1 : 25
11 1 : 25
12 1 : 25
0.05
0.25 0.25
0.20
0.15
0.25 0.25
0.25
0.10 0.30 0.10
CORTE TIPICO ALIGERADO
0.25
0.25
0.25
Esc: 1/5
Gs. ADICIONALES: Es. ADICIONALES:
FIERRO 3/8" Ø 3/8"
A CADA 10 cm
ENCUENTRO DE VIGAS ENCUENTRO DE VIGAS CON COLUMNAS
ENCUENTROS.
14 1 : 20
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