predimens columnas 15 pisos
DESCRIPTION
AQUI ADJUNTAMOS EL PRE DIMENSIONAMIENTO EN COLUMNAS CONCRETO ARMADO DE 15 PISOSTRANSCRIPT
![Page 1: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/1.jpg)
C1
SOTANO
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA INTERNA (C-1) Eje B-B y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 16
ABSORCION DEL SISMO90%
CARGA (PESO)f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
DIMENSIONES DE COLUMNA
PRIMER NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA INTERNA (C-1) Eje B-B y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 15
![Page 2: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/2.jpg)
ABSORCION DEL SISMO90%
CARGA (PESO)f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
DIMENSIONES DE COLUMNA
![Page 3: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/3.jpg)
13 - ANTEPENULTIMO NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA INTERNA (C-1) Eje B-B y Eje 2-2DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 2
ABSORCION DEL SISMO90%
CARGA (PESO)f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
DIMENSIONES DE COLUMNA
COLUMNAS INTERIORES
Eje B-B y Eje 2-2
25
15141312 x13
11 x12
10 x11
![Page 4: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/4.jpg)
9 x10
8 x9
7 x8
6 x7
5 x6 3x12 364 x5
3 x4
2 x3
1 40
Sotano
65
Nivel 13
x13=
340 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
![Page 5: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/5.jpg)
Nivel 12
x12=
640 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 11
x11=
940 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 10
x10=
1240 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 9
x9=
1540 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 8
![Page 6: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/6.jpg)
x8=
1840 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
![Page 7: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/7.jpg)
Nivel 7
x7=
2140 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 6
x6=
2440 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 5
x5=
2740 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 4
x4=
3040 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 3
![Page 8: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/8.jpg)
x3=
3340 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel 2
x2=
3640 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
![Page 9: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/9.jpg)
Nivel 1
x1=
3940 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
Nivel SOTANO
x sot=
4240 36
x1
b = h = 25 +
DIMENSIONES DE COLUMNA
NIVEL TIPO DE COLUMNA15 C114 C113 C113 C112 C111 C110 C19 C18 C17 C16 C15 C13 C12 C11 C1
SOTANO C1
![Page 10: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/10.jpg)
![Page 11: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/11.jpg)
C1
SOTANO
PREDIMENSIONAMIENTO DE COLUMNAS
Eje B-B y Eje 4-4
AREA 30.22 M2AREA TRIBUTARIA 483.52 M2
CARGA (PESO)435.17 TN
BxH=1.10 435.17 10000.3 350
BxH= 4558.90B H = 67.52
70 x 70 cm2
PRIMER NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
Eje B-B y Eje 4-4
AREA 30.22 M2AREA TRIBUTARIA 453.30 M2
![Page 12: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/12.jpg)
CARGA (PESO)407.97 TN
BxH=1.10 407.97 10000.3 350
BxH= 4273.97B H = 65.38
65 x 65 cm2
![Page 13: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/13.jpg)
13 - ANTEPENULTIMO NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
Eje B-B y Eje 2-2
AREA 30.22 M2AREA TRIBUTARIA 60.44 M2
CARGA (PESO)54.40 TN
BxH=1.10 54.40 10000.25 350
BxH= 683.84B H = 26.15
25 x 25 cm2
COLUMNAS INTERIORES
![Page 14: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/14.jpg)
= 3.33
3.33 = 28.33 cm
30 x 30 cm2
![Page 15: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/15.jpg)
= 6.67
6.67 = 31.67 cm
30 x 30 cm2
= 10.00
10.00 = 35.00 cm
35 x 35 cm2
= 13.33
13.33 = 38.33 cm
40 x 40 cm2
= 16.67
16.67 = 41.67 cm
40 x 40 cm2
![Page 16: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/16.jpg)
= 20.00
20.00 = 45.00 cm
45 x 45 cm2
![Page 17: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/17.jpg)
= 23.33
23.33 = 48.33 cm
50 x 50 cm2
= 26.67
26.67 = 51.67 cm
50 x 50 cm2
= 30.00
30.00 = 55.00 cm
55 x 55 cm2
= 33.33
33.33 = 58.33 cm
60 x 60 cm2
![Page 18: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/18.jpg)
= 36.67
36.67 = 61.67 cm
60 x 60 cm2
= 40.00
40.00 = 65.00 cm
65 x 65 cm2
![Page 19: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/19.jpg)
= 43.33
43.33 = 68.33 cm
70 x 70 cm2
= 46.67
46.67 = 71.67 cm
70 x 70 cm2
SECCION (cm2)30 3030 3030 3030 3030 3035 3540 4040 4045 4550 5050 5055 5560 6065 6570 7070 70
![Page 20: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/20.jpg)
![Page 21: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/21.jpg)
c3
SOTANO
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje A-A y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 3 AREA TRIBUTARIANº DE PISOS: 16
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 70
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje C-C y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 1.5 AREA TRIBUTARIANº DE PISOS: 16
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 22: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/22.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 50
![Page 23: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/23.jpg)
PRIMER NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje A-A y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 3 AREA TRIBUTARIANº DE PISOS: 15
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 65
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje C-C y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 1.5 AREA TRIBUTARIANº DE PISOS: 15
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 24: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/24.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 45
![Page 25: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/25.jpg)
ANTEPENULTIMO
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje A-A y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 3 AREA TRIBUTARIANº DE PISOS: 3
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 30
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-3) Eje C-C y Eje 4-4DATOS:LONGITUD 01: 7.5 AREA LONGITUD 02: 1.5 AREA TRIBUTARIANº DE PISOS: 3
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 26: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/26.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 20
COLUMNAS EXTERNAS DE PORTICOS
Eje A-A y Eje 4-4
30
15141312 x13
11 x12
10 x11
9 x10
8 x9
7 x8
6 x7
5 x6 3x12 364 x5
3 x4
2 x3
1 40
Sotano
70
Nivel 13
x13=
340 36
x1 =
b = h = 30 + 3.33
DIMENSIONES DE COLUMNA 35
![Page 27: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/27.jpg)
Nivel 12
x12=
640 36
x1 =
b = h = 30 + 6.67
DIMENSIONES DE COLUMNA 35
Nivel 11
x11=
940 36
x1 =
b = h = 30 + 10.00
DIMENSIONES DE COLUMNA 40
Nivel 10
x10=
1240 36
x1 =
b = h = 30 + 13.33
DIMENSIONES DE COLUMNA 45
Nivel 9
x9=
1540 36
x1 =
b = h = 30 + 16.67
DIMENSIONES DE COLUMNA 45
Nivel 8
x8=
18
![Page 28: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/28.jpg)
40=
36
x1 =
b = h = 30 + 20.00
DIMENSIONES DE COLUMNA 50
Nivel 7
x7=
2140 36
x1 =
b = h = 30 + 23.33
DIMENSIONES DE COLUMNA 55
Nivel 6
x6=
2440 36
x1 =
b = h = 30 + 26.67
DIMENSIONES DE COLUMNA 55
Nivel 5
x5=
2740 36
x1 =
b = h = 30 + 30.00
DIMENSIONES DE COLUMNA 60
Nivel 4
x4=
3040 36
x1 =
![Page 29: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/29.jpg)
b = h = 30 + 33.33
DIMENSIONES DE COLUMNA 65
Nivel 3
x3=
3340 36
x1 =
b = h = 30 + 36.67
DIMENSIONES DE COLUMNA 65
Nivel 2
x2=
3640 36
x1 =
b = h = 30 + 40.00
DIMENSIONES DE COLUMNA 70
Nivel 1
x1=
3940 36
x1 =
b = h = 30 + 43.33
DIMENSIONES DE COLUMNA 75
Nivel SOTANO
x sot=
42
![Page 30: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/30.jpg)
40=
36
x1 =
b = h = 30 + 46.67
DIMENSIONES DE COLUMNA 75
NIVEL TIPO DE COLUMNA SECCION (cm2)15 C3 3514 C3 3513 C3 3512 C3 3511 C3 3510 C3 409 C3 458 C3 457 C3 506 C3 555 C3 554 C3 603 C3 652 C3 701 C3 75
SOTANO C3 75
Eje C-C y Eje 4-4
20
15141312 x13
11 x12
10 x11
9 x10
8 x9
![Page 31: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/31.jpg)
7 x8
6 x7
5 x6 3x12 364 x5
3 x4
2 x3
1 30
Sotano
50
Nivel 13
x13=
330 36
x1 =
b = h = 20 + 2.50
DIMENSIONES DE COLUMNA 25
Nivel 12
x12=
630 36
x1 =
b = h = 20 + 5.00
DIMENSIONES DE COLUMNA 25
Nivel 11
x11=
930 36
x1 =
b = h = 20 + 7.50
DIMENSIONES DE COLUMNA 30
Nivel 10
x10=
12
![Page 32: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/32.jpg)
30=
36
x1 =
b = h = 20 + 10.00
DIMENSIONES DE COLUMNA 30
Nivel 9
x9=
1530 36
x1 =
b = h = 20 + 12.50
DIMENSIONES DE COLUMNA 35
Nivel 8
x8=
1830 36
x1 =
b = h = 20 + 15.00
DIMENSIONES DE COLUMNA 35
Nivel 7
x7=
2130 36
x1 =
b = h = 20 + 17.50
DIMENSIONES DE COLUMNA 40
Nivel 6
x6=
2430 36
x1 =
![Page 33: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/33.jpg)
b = h = 20 + 20.00
DIMENSIONES DE COLUMNA 40
Nivel 5
x5=
2730 36
x1 =
b = h = 20 + 22.50
DIMENSIONES DE COLUMNA 45
Nivel 4
x4=
3030 36
x1 =
b = h = 20 + 25.00
DIMENSIONES DE COLUMNA 45
Nivel 3
x3=
3330 36
x1 =
b = h = 20 + 27.50
DIMENSIONES DE COLUMNA 50
Nivel 2
x2=
3630 36
x1 =
b = h = 20 + 30.00
![Page 34: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/34.jpg)
DIMENSIONES DE COLUMNA 50
Nivel 1
x1=
3930 36
x1 =
b = h = 20 + 32.50
DIMENSIONES DE COLUMNA 55
Nivel SOTANO
x sot=
4230 36
x1 =
b = h = 20 + 35.00
DIMENSIONES DE COLUMNA 55
NIVEL TIPO DE COLUMNA SECCION (cm2)15 C3 2514 C3 2513 C3 2512 C3 2511 C3 2510 C3 309 C3 308 C3 357 C3 356 C3 405 C3 404 C3 453 C3 50
![Page 35: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/35.jpg)
2 C3 501 C3 55
SOTANO C3 55
![Page 36: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/36.jpg)
SOTANO
Eje A-A y Eje 4-4
22.50 M2360.00 M2
324.00 TN
1.25 324.00 10000.25 350
4628.57H = 68.03
x 70 cm2
Eje C-C y Eje 4-4
11.25 M2180.00 M2
162.00 TN
![Page 37: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/37.jpg)
1.25 162.00 10000.25 350
2314.29H = 48.11
x 50 cm2
![Page 38: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/38.jpg)
PRIMER NIVEL
Eje A-A y Eje 4-4
22.50 M2337.50 M2
303.75 TN
1.25 303.75 10000.25 350
4339.29H = 65.87
x 65 cm2
Eje C-C y Eje 4-4
11.25 M2168.75 M2
151.88 TN
![Page 39: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/39.jpg)
1.25 151.88 10000.25 350
2169.64H = 46.58
x 45 cm2
![Page 40: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/40.jpg)
ANTEPENULTIMO
Eje A-A y Eje 4-4
22.50 M267.50 M2
60.75 TN
1.25 60.75 10000.25 350
867.86H = 29.46
x 30 cm2
Eje C-C y Eje 4-4
11.25 M233.75 M2
30.38 TN
![Page 41: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/41.jpg)
1.25 30.38 10000.25 350
433.93H = 20.83
x 20 cm2
COLUMNAS EXTERNAS DE PORTICOS
3.33
= 33.33 cm
x 35 cm2
![Page 42: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/42.jpg)
6.67
= 36.67 cm
x 35 cm2
10.00
= 40.00 cm
x 40 cm2
13.33
= 43.33 cm
x 45 cm2
16.67
= 46.67 cm
x 45 cm2
![Page 43: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/43.jpg)
20.00
= 50.00 cm
x 50 cm2
23.33
= 53.33 cm
x 55 cm2
26.67
= 56.67 cm
x 55 cm2
30.00
= 60.00 cm
x 60 cm2
33.33
![Page 44: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/44.jpg)
= 63.33 cm
x 65 cm2
36.67
= 66.67 cm
x 65 cm2
40.00
= 70.00 cm
x 70 cm2
43.33
= 73.33 cm
x 75 cm2
![Page 45: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/45.jpg)
46.67
= 76.67 cm
x 75 cm2
SECCION (cm2)35 3535 3535 3535 3535 3540 4045 4545 4550 5055 5555 5560 6065 6570 7075 7575 75
![Page 46: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/46.jpg)
2.50
= 22.50 cm
x 25 cm2
5.00
= 25.00 cm
x 25 cm2
7.50
= 27.50 cm
x 30 cm2
![Page 47: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/47.jpg)
10.00
= 30.00 cm
x 30 cm2
12.50
= 32.50 cm
x 35 cm2
15.00
= 35.00 cm
x 35 cm2
17.50
= 37.50 cm
x 40 cm2
20.00
![Page 48: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/48.jpg)
= 40.00 cm
x 40 cm2
22.50
= 42.50 cm
x 45 cm2
25.00
= 45.00 cm
x 45 cm2
27.50
= 47.50 cm
x 50 cm2
30.00
= 50.00 cm
![Page 49: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/49.jpg)
x 50 cm2
32.50
= 52.50 cm
x 55 cm2
35.00
= 55.00 cm
x 55 cm2
SECCION (cm2)25 2525 2525 2525 2525 2530 3030 3035 3535 3540 4040 4045 4550 50
![Page 50: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/50.jpg)
50 5055 5555 55
![Page 51: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/51.jpg)
c2
SOTANO
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-2) Eje B-B y Eje 5-5DATOS:LONGITUD 01: 3.75 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 16Area libre 2.55
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 55
PRIMER NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-2) Eje B-B y Eje 5-5DATOS:LONGITUD 01: 3.75 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 15Area libre 2.55
ABSORCION DEL SISMO
![Page 52: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/52.jpg)
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 55
ABSORCION DEL SISMO
![Page 53: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/53.jpg)
ANTEPENULTIMO NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERNA (C-2) Eje B-B y Eje 5-5DATOS:LONGITUD 01: 3.75 AREA LONGITUD 02: 4.5 AREA TRIBUTARIANº DE PISOS: 2Area libre 2.55
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 20
COLUMNAS EXTERNAS DE PORTICOS
Eje B-B y Eje 5-5
20
15141312 x13
11 x12
10 x11
9 x10
8 x9
7 x8
6 x7
5 x6 3x12 36
ABSORCION DEL SISMO
![Page 54: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/54.jpg)
4 x5
3 x4
2 x3
1 35
Sotano
55
Nivel 13
x13=
335 36
x1 =
b = h = 20 + 2.92
DIMENSIONES DE COLUMNA 25
Nivel 12
x12=
635 36
x1 =
b = h = 20 + 5.83
DIMENSIONES DE COLUMNA 25
Nivel 11
x11=
935 36
x1 =
b = h = 20 + 8.75
DIMENSIONES DE COLUMNA 30
Nivel 10
x10=
1235 36
x1 =
![Page 55: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/55.jpg)
b = h = 20 + 11.67
DIMENSIONES DE COLUMNA 30
Nivel 9
x9=
1535 36
x1 =
b = h = 20 + 14.58
DIMENSIONES DE COLUMNA 35
Nivel 8
x8=
1835 36
x1 =
b = h = 20 + 17.50
DIMENSIONES DE COLUMNA 40
Nivel 7
x7=
2135 36
x1 =
b = h = 20 + 20.42
DIMENSIONES DE COLUMNA 40
Nivel 6
x6=
2435 36
x1 =
b = h = 20 + 23.33
![Page 56: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/56.jpg)
DIMENSIONES DE COLUMNA 45
Nivel 5
x5=
2735 36
x1 =
b = h = 20 + 26.25
DIMENSIONES DE COLUMNA 45
Nivel 4
x4=
3035 36
x1 =
b = h = 20 + 29.17
DIMENSIONES DE COLUMNA 50
Nivel 3
x3=
3335 36
x1 =
b = h = 20 + 32.08
DIMENSIONES DE COLUMNA 50
Nivel 2
x2=
3635 36
x1 =
b = h = 20 + 35.00
DIMENSIONES DE COLUMNA 55
![Page 57: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/57.jpg)
Nivel 1
x1=
3935 36
x1 =
b = h = 20 + 37.92
DIMENSIONES DE COLUMNA 60
Nivel SOTANO
x sot=
4235 36
x1 =
b = h = 20 + 40.83
DIMENSIONES DE COLUMNA 60
NIVEL TIPO DE COLUMNA SECCION (cm2)15 C2 2514 C2 2513 C2 2512 C2 2511 C2 2510 C2 309 C2 308 C2 357 C2 406 C2 405 C2 454 C2 453 C2 502 C2 551 C2 60
SOTANO C2 60
![Page 58: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/58.jpg)
![Page 59: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/59.jpg)
SOTANO
Eje B-B y Eje 5-5
14.33 M2229.20 M2
206.28 TN
1.25 206.28 10000.25 350
2946.86H = 54.28
x 55 cm2
PRIMER NIVEL
Eje B-B y Eje 5-5
14.33 M2214.88 M2
![Page 60: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/60.jpg)
193.39 TN
1.25 193.39 10000.25 350
2762.68H = 52.56
x 55 cm2
![Page 61: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/61.jpg)
ANTEPENULTIMO NIVEL
Eje B-B y Eje 5-5
14.33 M228.65 M2
25.79 TN
1.25 25.79 10000.25 350
368.36H = 19.19
x 20 cm2
COLUMNAS EXTERNAS DE PORTICOS
![Page 62: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/62.jpg)
2.92
= 22.92 cm
x 25 cm2
5.83
= 25.83 cm
x 25 cm2
8.75
= 28.75 cm
x 30 cm2
11.67
![Page 63: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/63.jpg)
= 31.67 cm
x 30 cm2
14.58
= 34.58 cm
x 35 cm2
17.50
= 37.50 cm
x 40 cm2
20.42
= 40.42 cm
x 40 cm2
23.33
= 43.33 cm
![Page 64: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/64.jpg)
x 45 cm2
26.25
= 46.25 cm
x 45 cm2
29.17
= 49.17 cm
x 50 cm2
32.08
= 52.08 cm
x 50 cm2
35.00
= 55.00 cm
x 55 cm2
![Page 65: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/65.jpg)
37.92
= 57.92 cm
x 60 cm2
40.83
= 60.83 cm
x 60 cm2
SECCION (cm2)25 2525 2525 2525 2525 2530 3030 3035 3540 4040 4045 4545 4550 5055 5560 6060 60
![Page 66: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/66.jpg)
![Page 67: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/67.jpg)
C4
SOTANO
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje A-A y Eje 5-5DATOS:LONGITUD 01: 3.00 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 16
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 60
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje C-C y Eje 5-5DATOS:LONGITUD 01: 1.50 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 16
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 68: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/68.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 40
![Page 69: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/69.jpg)
PRIMER NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje A-A y Eje 5-5DATOS:LONGITUD 01: 3.00 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 15
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 55
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje C-C y Eje 5-5DATOS:LONGITUD 01: 1.50 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 15
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 70: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/70.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 40
![Page 71: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/71.jpg)
ANTEPENULTIMO NIVEL
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje A-A y Eje 5-5DATOS:LONGITUD 01: 3.00 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 2
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
BxH=
BxH=B
DIMENSIONES DE VIGA 20
PREDIMENSIONAMIENTO DE COLUMNAS
METODO DEL AREA TRIBUTARIA:
COLUMNA EXTERIOR (C-4) Eje C-C y Eje 5-5DATOS:LONGITUD 01: 1.50 AREA LONGITUD 02: 3.75 AREA TRIBUTARIANº DE PISOS: 2
90%CARGA (PESO)
f'c: 350
CALCULO DE LA SECCION:
INDICE DE APLASTAMIENTO
ABSORCION DEL SISMO
ABSORCION DEL SISMO
![Page 72: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/72.jpg)
BxH=
BxH=B
DIMENSIONES DE VIGA 15
![Page 73: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/73.jpg)
COLUMNAS EXTERNAS DE PORTICOS
Eje A-A y Eje 5-5
![Page 74: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/74.jpg)
SOTANO
Eje A-A y Eje 5-5
11.25 M2180.00 M2
162.00 TN
1.50 162.00 10000.2 350
3471.43H = 58.92
x 60 cm2
Eje C-C y Eje 5-5
5.63 M290.00 M2
81.00 TN
![Page 75: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/75.jpg)
1.50 81.00 10000.2 350
1735.71H = 41.66
x 40 cm2
![Page 76: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/76.jpg)
PRIMER NIVEL
Eje A-A y Eje 5-5
11.25 M2168.75 M2
151.88 TN
1.50 151.88 10000.2 350
3254.46H = 57.05
x 55 cm2
Eje C-C y Eje 5-5
5.63 M284.38 M2
75.94 TN
![Page 77: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/77.jpg)
1.50 75.94 10000.2 350
1627.23H = 40.34
x 40 cm2
![Page 78: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/78.jpg)
ANTEPENULTIMO NIVEL
Eje A-A y Eje 5-5
11.25 M222.50 M2
20.25 TN
1.50 20.25 10000.2 350
433.93H = 20.83
x 20 cm2
Eje C-C y Eje 5-5
5.63 M211.25 M2
10.13 TN
![Page 79: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/79.jpg)
1.50 10.13 10000.2 350
216.96H = 14.73
x 15 cm2
![Page 80: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/80.jpg)
COLUMNAS EXTERNAS DE PORTICOS
![Page 81: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/81.jpg)
1 eros pisos V-P 0.3 0.6V-S 0.3 0.6
c4 Eje A-A y Eje 5-5
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
SOTANO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
1 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
2 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
3 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
4 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
5 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
6 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
7 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
8 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
9 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
10 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
11 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
12 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
13 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
14 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
15 PISO1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
3543.75 1620
![Page 82: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/82.jpg)
c4 Eje C-C y Eje 5-5
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
SOTANO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
1 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
2 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
3 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
4 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
5 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
6 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
7 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
8 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
9 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
10 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
11 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
12 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
13 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
14 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
15 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
1575 1620
c3 Eje A-A y Eje 4-4
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
![Page 83: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/83.jpg)
SOTANO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
1 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
2 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
3 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
4 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
5 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
6 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
7 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
8 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
9 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
10 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
11 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
12 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
13 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
14 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
![Page 84: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/84.jpg)
15 PISO
1 x 3.75 x 2.70 x 350 1 x 0.3 x 0.61 x 3.75 x 2.70 x 350 1 x 0.3 x 0.6
7087.5 3240
c3 Eje C-C y Eje 4-4
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
SOTANO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
1 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
2 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
3 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
4 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
5 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
6 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
7 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
8 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
9 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
10 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
11 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
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11 PISO1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
12 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
13 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
14 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
15 PISO
1 x 3.75 x 1.20 x 350 1 x 0.3 x 0.61 x 3.75 x 1.20 x 350 1 x 0.3 x 0.6
3150 3240
c2 Eje B-B y Eje 5-5
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
SOTANO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
1 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
2 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
3 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
4 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
5 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
6 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
7 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
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7 PISO 5433.75 2592
8 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
9 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
10 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
11 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
12 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
13 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
14 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
15 PISO
1 x 3.00 x 3.45 x 350 1 x 0.3 x 0.61 x 1.50 x 3.45 x 350 1 x 0.3 x 0.6
5433.75 2592
c1 Eje B-B y Eje 4-4
ELEMENTO ESTRUCTURAL LOSA ALIGERADA VIGA PRINCIPAL
SOTANO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
1 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
2 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
3 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
![Page 87: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/87.jpg)
3 PISO 11812.5 3240
4 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
5 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
6 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
7 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
8 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
9 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
10 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
11 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
12 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
13 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
14 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
15 PISO
2 x 3.75 x 3.00 x 350 1 x 0.3 x 0.62 x 3.75 x 1.50 x 350 1 x 0.3 x 0.6
11812.5 3240
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VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.65 x 0.65 x 2.7 x1620 1166.4 2737.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.65 x 0.65 x 2.7 x1620 1166.4 2737.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.6 x 0.6 x 2.7 x1620 1166.4 2332.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.55 x 0.55 x 2.7 x1620 1166.4 1960.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.5 x 0.5 x 2.7 x1620 1166.4 1620
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.45 x 0.45 x 2.7 x1620 1166.4 1312.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.45 x 0.45 x 2.7 x1620 1166.4 1312.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.4 x 0.4 x 2.7 x1620 1166.4 1036.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 x1620 1166.4 793.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 x1620 1166.4 793.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.3 x 0.3 x 2.7 x1620 1166.4 583.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.25 x 0.25 x 2.7 x1620 1166.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.25 x 0.25 x 2.7 x1620 1166.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.25 x 0.25 x 2.7 x1620 1166.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.25 x 0.25 x 2.7 x1620 1166.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.25 x 0.25 x 2.7 x1620 1166.4 405
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VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.45 x 0.45 x 2.7 x1620 518.4 1312.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.4 x 0.4 x 2.7 x1620 518.4 1036.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.4 x 0.4 x 2.7 x1620 518.4 1036.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.4 x 0.4 x 2.7 x1620 518.4 1036.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.35 x 0.35 x 2.7 x1620 518.4 793.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.3 x 0.3 x 2.7 x1620 518.4 583.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.3 x 0.3 x 2.7 x1620 518.4 583.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.3 x 0.3 x 2.7 x1620 518.4 583.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 x1620 518.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 x1620 518.4 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.2 x 0.2 x 2.7 x1620 518.4 259.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.2 x 0.2 x 2.7 x1620 518.4 259.2
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.15 x 0.15 x 2.7 x1620 518.4 145.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.15 x 0.15 x 2.7 x1620 518.4 145.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.15 x 0.15 x 2.7 x1620 518.4 145.8
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.15 x 0.15 x 2.7 x1620 518.4 145.8
VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
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x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.75 x 0.75 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 3645x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.75 x 0.75 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 3645x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.7 x 0.7 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 3175.2x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.65 x 0.65 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 2737.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.6 x 0.6 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 2332.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.55 x 0.55 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1960.2x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.55 x 0.55 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1960.2x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.5 x 0.5 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1620x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.45 x 0.45 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1312.2x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.45 x 0.45 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1312.2x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.4 x 0.4 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 1036.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 793.8
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x 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 2.70 x 2400
3240 2332.8 793.8
VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.55 x 0.55 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1960.2x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.55 x 0.55 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1960.2x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.5 x 0.5 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1620x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.5 x 0.5 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1620x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.45 x 0.45 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1312.2x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.4 x 0.4 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1036.8x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.4 x 0.4 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 1036.8x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 x
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x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 24003240 1036.8 405
x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 405x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 405x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 405x 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400 0.25 x 0.25 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 1.20 x 2400
3240 1036.8 405
VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.75 x 0.75 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 3645x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.75 x 0.75 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 3645x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.7 x 0.7 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 3175.2x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.65 x 0.65 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 2737.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.6 x 0.6 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 2332.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.55 x 0.55 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 1960.2x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.55 x 0.55 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 1960.2x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.5 x 0.5 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
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2592 2980.8 1620x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.45 x 0.45 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 1312.2x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.45 x 0.45 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 1312.2x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.4 x 0.4 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 1036.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.35 x 0.35 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 793.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.35 x 0.35 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 793.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.35 x 0.35 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 793.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.35 x 0.35 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 793.8x 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400 0.35 x 0.35 x 2.7 xx 3.00 x 2400 1 x 0.3 x 0.6 x 3.45 x 2400
2592 2980.8 793.8
VIGA PRINCIPAL VIGAS SECUNDARIAS COLUMNAS
x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.7 x 0.7 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 3175.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.7 x 0.7 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 3175.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.65 x 0.65 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 2737.8x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.6 x 0.6 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
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3240 2592 2332.8x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.55 x 0.55 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1960.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.5 x 0.5 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1620x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.5 x 0.5 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1620x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.45 x 0.45 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1312.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.4 x 0.4 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1036.8x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.4 x 0.4 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 1036.8x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.35 x 0.35 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 793.8x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 583.2x 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400 0.3 x 0.3 x 2.7 xx 3.75 x 2400 1 x 0.3 x 0.6 x 3.00 x 2400
3240 2592 583.2
![Page 95: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/95.jpg)
COLUMNAS MUROS ACABADOS SOBRECARGA
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5002737.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5002737.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5002332.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5001960.2 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5001620 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5001312.2 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5001312.2 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 5001036.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500793.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500793.8 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500583.2 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500405 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500405 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500405 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500405 2733.75 1125 5625
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500405 2733.75 1125 5625
![Page 96: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/96.jpg)
COLUMNAS MUROS ACABADOS SOBRECARGA
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 5001312.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 5001036.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 5001036.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 5001036.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500793.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500583.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500583.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500583.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500405 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500405 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500259.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500259.2 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500145.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500145.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500145.8 1215 562.5 2812.5
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500145.8 1215 562.5 2812.5
COLUMNAS MUROS ACABADOS SOBRECARGA
![Page 97: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/97.jpg)
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
3645 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
3645 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
3175.2 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
2737.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
2332.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1960.2 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1960.2 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1620 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1312.2 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1312.2 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
1036.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
793.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
793.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
793.8 2733.75 1125 56252400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
793.8 2733.75 1125 5625
![Page 98: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/98.jpg)
2400 0.15 x 2.70 x 3.75 x 1800 3.00 x 3.75 x 100 3.00 x 3.75 x 500
793.8 2733.75 1125 5625
COLUMNAS MUROS ACABADOS SOBRECARGA
2400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1960.2 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1960.2 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1620 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1620 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1312.2 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1036.8 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
1036.8 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
793.8 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
793.8 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
583.2 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
583.2 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
![Page 99: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/99.jpg)
405 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
405 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
405 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
405 1215 562.5 2812.52400 0.15 x 1.20 x 3.75 x 1800 1.50 x 3.75 x 100 1.50 x 3.75 x 500
405 1215 562.5 2812.5
COLUMNAS MUROS ACABADOS SOBRECARGA
2400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
3645 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
3645 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
3175.2 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
2737.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
2332.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
1960.2 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
1960.2 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
![Page 100: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/100.jpg)
1620 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
1312.2 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
1312.2 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
1036.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
793.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
793.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
793.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
793.8 2794.5 1687.5 8437.52400 0.15 x 3.45 x 3.00 x 1800 4.50 x 3.75 x 100 4.50 x 3.75 x 500
793.8 2794.5 1687.5 8437.5
COLUMNAS MUROS ACABADOS SOBRECARGA
2400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
3175.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
3175.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
2737.8 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
![Page 101: PREDIMENS COLUMNAS 15 PISOS](https://reader030.vdocuments.site/reader030/viewer/2022033106/577c7df01a28abe054a021a3/html5/thumbnails/101.jpg)
2332.8 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1960.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1620 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1620 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1312.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1036.8 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
1036.8 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
793.8 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
583.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
583.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
583.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
583.2 3037.5 1687.5 8437.52400 0.15 x 3.00 x 3.75 x 1800 7.50 x 2.25 x 100 7.50 x 2.25 x 500
583.2 3037.5 1687.5 8437.5