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102
CALCULO DE EDIFICIO BUSINES
COLUMNAS
VIGAS
ESPESOR LOSA NIVELES DESCRIPCION -3
AREA LOSA L1 L2
0.20
AREA VIGAS
CANT
KN
NIVELES
SOTANO
38.56
18.61
0.2
143.52032 3444.48768
-3
0
LOBI
38.71
18.61
0.2
144.07862 3457.88688
3
PISO 2
31.08
19.17
0.2
119.16072 2859.85728
6
PISO 3
31.08
19.17
0.2
9
PISO 4
31.08
19.17
0.2
12
PISO 5
31.08
19.17
15
TERRAZA
31.08
18
CUBIERTA
15.1
AREA COLUMNA TA TB TC
DESCRIPCION
ALTURA
CANT
KN
NIVELES
SOTANO
3.2
1.68
1.5
2.8
17.864
428.736
-3
0
LOBI
3.2
1.68
1.5
2.8
17.864
428.736
3
PISO 2
3.2
1.68
1.5
2.8
17.864
428.736
119.16072 2859.85728
6
PISO 3
3.2
1.68
1.5
2.8
17.864
119.16072 2859.85728
9
PISO 4
3.2
1.68
1.5
2.8
17.864
0.2
119.16072 2859.85728
12
PISO 5
3.2
1.68
1.5
2.8
19.17
0.2
119.16072 2859.85728
15
TERRAZA
3.2
1.68
1.5
2.87
0.2
18
CUBIERTA
0.27
0.28
8.6674
SUB TOTAL
RUCTURAL
ELEMENTOS EXT
208.0176
-3 0
SOTANO LOBI
L1
0.06 0.06
REPOSO
0
LOBI
38.71 18.61
57.32
1375.68
3
PISO 2
31.08 19.17
50.25
1206
428.736
6
PISO 3
31.08 19.17
50.25
1206
428.736
9
PISO 4
31.08 19.17
50.25
1206
17.864
428.736
12
PISO 5
31.08 19.17
50.25
1206
2.8
17.864
428.736
15
TERRAZA
31.08 19.17
50.25
1206
2.8
1.54
36.96
18
CUBIERTA
0.8 18.61
3.2 3.2
KN
0.992 18.802
NIVELES
2.976 56.406
-3 0
DESCRIPCION
SOTANO LOBI
4
0
SUB TOTAL
3038.112
8065.392
TRUCTUR ALES
ELEM
CANT
KN 659.712
ELEMENTOS EXTRUCTURALES RAMPLA Y MURO DE CONTENCION
ACENSOR
L2
CANT 27.488
ENTOS EX
NIVELES DESCRIPCION
TB
16.8 10.688
SUB TOTAL
ESCALERA
TA
SOTANO
21409.67856
ES
DESCRIPCION
L1
L2
4.824 4.824
1.08 1.08
CANT
KN
NIVELES
5.20992 125.03808 5.20992 125.03808
DESCRIPCION
L1
L2
ESPESOR
-3
SOTANO ram
5.35
18
-3
SOTANO muro
77.68 38.64
0.2
0.2
CANT
KN
19.26
23.264
SUB TOTAL PISO 2 PISO 3 PISO 4
0.06 0.06 0.06
19.17 19.17 19.17
3.2 3.2 3.2
19.362 19.362 19.362
58.086 58.086 58.086
3 6
12
PISO 5
0.06
19.17
3.2
19.362
58.086
15
TERRAZA
0.06
19.17
3.2
19.362
58.086
18
CUBIERTA
0
0
0
0
0
3 6 9
PISO 2 PISO 3 PISO 4
4.824 4.824 4.824
1.08 1.08 1.08
5.20992 125.03808 5.20992 125.03808 5.20992 125.03808
12
PISO 5
4.824
1.08
5.20992 125.03808
15
TERRAZA
4.824
1.08
5.20992 125.03808
18
CUBIERTA
4.536
9
4.536
SUB TOTAL
SUB TOTAL
349.812
CALCULOS DE MUROS INTERNOS Y EXTERNOS
AREA CIELO RAZO
5.86
2.8
CANT M2 16.408
984.13056
CALCULO DE CIELO RAZO
ALTURA AREA MUROS MURO MURO MURO ALTURA EX INTER MURO NIVELES DESCRIPCION -3 SOTANO
108.864
KN 41.02
NIVELES -3
DESCRIPCION SOTANO
CALCULO DE PISOS
ESPESOR MURO
ESPESOR AREA PISOS PISO
38.56 18.61
0.20 0.2
CANT KN 143.52032 3444.48768
NIVELES DESCRIPCION -3 SOTANO
38.56 18.61
0.20 0.2
CANT KN 143.52032 3444.4
0
LOBI
38.71
58.28
2.8
163.184
407.96
0
LOBI
38.71 18.61
0.2
144.07862 3457.88688
0
LOBI
38.71 18.61
0.2
144.07862 3457.8
3
PISO 2
31.08
47.04
2.8
131.712
329.28
3
PISO 2
31.08 19.17
0.2
119.16072 2859.85728
3
PISO 2
31.08 19.17
0.2
119.16072 2859.8
6
PISO 3
31.08
47.04
2.8
131.712
329.28
6
PISO 3
31.08 19.17
0.2
119.16072 2859.85728
6
PISO 3
31.08 19.17
0.2
119.16072 2859.8
9
PISO 4
31.08
47.04
2.8
131.712
329.28
9
PISO 4
31.08 19.17
0.2
119.16072 2859.85728
9
PISO 4
31.08 19.17
0.2
119.16072 2859.8
12
PISO 5
31.08
47.04
2.8
131.712
329.28
12
PISO 5
31.08 19.17
0.2
119.16072 2859.85728
12
PISO 5
31.08 19.17
0.2
119.16072 2859.8
15
TERRAZA
31.08
38.8
2.8
108.64
271.6
15
TERRAZA
31.08 19.17
0.2
119.16072 2859.85728
15
TERRAZA
31.08 19.17
0.2
119.16072 2859.8
18
CUBIERTA
2.8
0
0
18
CUBIERTA
15.1
0.2
18
CUBIERTA
15.1
0.2
SUB TOTAL
CALCULO DE VENTANERIA
ESPESOR MURO AREA MUROS MURO MURO
2037.7
2.87
8.6674
SUB TOTAL
208.0176
21409.67856
2.87
8.6674
SUB TOTAL
208.0
21409.
102
CALCULO DE EDIFICIO BUSINES
COLUMNAS
VIGAS
ESPESOR LOSA NIVELES DESCRIPCION -3
AREA LOSA L1 L2
0.20
AREA VIGAS
CANT
KN
NIVELES
SOTANO
38.56
18.61
0.2
143.52032 3444.48768
-3
0
LOBI
38.71
18.61
0.2
144.07862 3457.88688
3
PISO 2
31.08
19.17
0.2
119.16072 2859.85728
6
PISO 3
31.08
19.17
0.2
9
PISO 4
31.08
19.17
0.2
12
PISO 5
31.08
19.17
15
TERRAZA
31.08
18
CUBIERTA
15.1
AREA COLUMNA TA TB TC
DESCRIPCION
ALTURA
CANT
KN
NIVELES
SOTANO
3.2
1.68
1.5
2.8
17.864
428.736
-3
0
LOBI
3.2
1.68
1.5
2.8
17.864
428.736
3
PISO 2
3.2
1.68
1.5
2.8
17.864
428.736
119.16072 2859.85728
6
PISO 3
3.2
1.68
1.5
2.8
17.864
119.16072 2859.85728
9
PISO 4
3.2
1.68
1.5
2.8
17.864
0.2
119.16072 2859.85728
12
PISO 5
3.2
1.68
1.5
2.8
19.17
0.2
119.16072 2859.85728
15
TERRAZA
3.2
1.68
1.5
2.87
0.2
18
CUBIERTA
0.27
0.28
8.6674
SUB TOTAL
RUCTURAL
ELEMENTOS EXT
208.0176
-3 0
SOTANO LOBI
L1
0.06 0.06
REPOSO
0
LOBI
38.71 18.61
57.32
1375.68
3
PISO 2
31.08 19.17
50.25
1206
428.736
6
PISO 3
31.08 19.17
50.25
1206
428.736
9
PISO 4
31.08 19.17
50.25
1206
17.864
428.736
12
PISO 5
31.08 19.17
50.25
1206
2.8
17.864
428.736
15
TERRAZA
31.08 19.17
50.25
1206
2.8
1.54
36.96
18
CUBIERTA
0.8 18.61
3.2 3.2
KN
0.992 18.802
NIVELES
2.976 56.406
-3 0
DESCRIPCION
SOTANO LOBI
4
0
SUB TOTAL
3038.112
8065.392
TRUCTUR ALES
ELEM
CANT
KN 659.712
ELEMENTOS EXTRUCTURALES RAMPLA Y MURO DE CONTENCION
ACENSOR
L2
CANT 27.488
ENTOS EX
NIVELES DESCRIPCION
TB
16.8 10.688
SUB TOTAL
ESCALERA
TA
SOTANO
21409.67856
ES
DESCRIPCION
L1
L2
4.824 4.824
1.08 1.08
CANT
KN
NIVELES
5.20992 125.03808 5.20992 125.03808
DESCRIPCION
L1
L2
ESPESOR
-3
SOTANO ram
5.35
18
-3
SOTANO muro
77.68 38.64
0.2
0.2
CANT
KN
19.26
23.264
SUB TOTAL PISO 2 PISO 3 PISO 4
0.06 0.06 0.06
19.17 19.17 19.17
3.2 3.2 3.2
19.362 19.362 19.362
58.086 58.086 58.086
3 6
12
PISO 5
0.06
19.17
3.2
19.362
58.086
15
TERRAZA
0.06
19.17
3.2
19.362
58.086
18
CUBIERTA
0
0
0
0
0
3 6 9
PISO 2 PISO 3 PISO 4
4.824 4.824 4.824
1.08 1.08 1.08
5.20992 125.03808 5.20992 125.03808 5.20992 125.03808
12
PISO 5
4.824
1.08
5.20992 125.03808
15
TERRAZA
4.824
1.08
5.20992 125.03808
18
CUBIERTA
4.536
9
4.536
SUB TOTAL
SUB TOTAL
349.812
CALCULOS DE MUROS INTERNOS Y EXTERNOS
AREA CIELO RAZO
5.86
2.8
CANT M2 16.408
984.13056
CALCULO DE CIELO RAZO
ALTURA AREA MUROS MURO MURO MURO ALTURA EX INTER MURO NIVELES DESCRIPCION -3 SOTANO
108.864
KN 41.02
NIVELES -3
DESCRIPCION SOTANO
CALCULO DE PISOS
ESPESOR MURO
ESPESOR AREA PISOS PISO
38.56 18.61
0.20 0.2
CANT KN 143.52032 3444.48768
NIVELES DESCRIPCION -3 SOTANO
38.56 18.61
0.20 0.2
CANT KN 143.52032 3444.4
0
LOBI
38.71
58.28
2.8
163.184
407.96
0
LOBI
38.71 18.61
0.2
144.07862 3457.88688
0
LOBI
38.71 18.61
0.2
144.07862 3457.8
3
PISO 2
31.08
47.04
2.8
131.712
329.28
3
PISO 2
31.08 19.17
0.2
119.16072 2859.85728
3
PISO 2
31.08 19.17
0.2
119.16072 2859.8
6
PISO 3
31.08
47.04
2.8
131.712
329.28
6
PISO 3
31.08 19.17
0.2
119.16072 2859.85728
6
PISO 3
31.08 19.17
0.2
119.16072 2859.8
9
PISO 4
31.08
47.04
2.8
131.712
329.28
9
PISO 4
31.08 19.17
0.2
119.16072 2859.85728
9
PISO 4
31.08 19.17
0.2
119.16072 2859.8
12
PISO 5
31.08
47.04
2.8
131.712
329.28
12
PISO 5
31.08 19.17
0.2
119.16072 2859.85728
12
PISO 5
31.08 19.17
0.2
119.16072 2859.8
15
TERRAZA
31.08
38.8
2.8
108.64
271.6
15
TERRAZA
31.08 19.17
0.2
119.16072 2859.85728
15
TERRAZA
31.08 19.17
0.2
119.16072 2859.8
18
CUBIERTA
2.8
0
0
18
CUBIERTA
15.1
0.2
18
CUBIERTA
15.1
0.2
SUB TOTAL
CALCULO DE VENTANERIA
ESPESOR MURO AREA MUROS MURO MURO
2037.7
2.87
8.6674
SUB TOTAL
208.0176
21409.67856
2.87
8.6674
SUB TOTAL
208.0
21409.
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