Hoja Calculo Viv (recuperado)
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- Words: 501
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5.00
5.00
C-20
5.00
5.00
C-16
C-12
C-8
A= 3.04
A= 6.12
A= 6.17
C-15
C-11
C-7
A= 5.42
A= 10.92
A= 11.01
C-14
C-10
C-6
A= 0.00
A= 4.82
A= 9.72
A= 9.80
A= 5.28
A= 0.00
A= 2.60
A= 5.24
A= 5.28
A= 2.85
C-13
C-9
C-5
5.00
A= 4.76
5.00
A= 0.00
C-4
C-19
5.00
A= 8.49
5.00
A= 0.00
C-3
5.00
C-2
5.00
C-18
C-17
5.00
5.00
C-1
5.00
5.00
Área de la Columna = Pserv. / ( factor x f'c ) f'c 210 kg/cm2
Peso 1.00 T/m2
Tipo Columna Ubicada Descripción
C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20
Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq.
Factor
0.35 0.35 0.35 0.35 0.35 0.45 0.45 0.35 0.35 0.45 0.45 0.35 0.35 0.45 0.45 0.35 0.35 0.35 0.35 0.35
A. Trib.
2.8452 5.2777 8.4886 4.7573 5.2809 9.7959 11.0053 6.1678 5.2400 9.7200 10.9200 6.1200 2.5995 4.8220 5.4173 3.0361 0.0000 0.0000 0.0000 0.0000 101.4936
Niveles 5 Pisos P.serv.
Área Colm. Necesaria
Toneladas
(cm2)
14.23 26.39 42.44 23.79 26.40 48.98 55.03 30.84 26.20 48.60 54.60 30.60 13.00 24.11 27.09 15.18 0.00 0.00 0.00 0.00 507.47
193.55 359.03 577.46 323.63 359.24 518.30 582.29 419.58 356.46 514.29 577.78 416.33 176.84 255.13 286.63 206.54 0.00 0.00 0.00 0.00
Sección de la COLUMNA Requerida Asumida Ancho Largo Ancho Largo 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23
x x x x x x x x x x x x x x x x x x x x
8.42 15.61 25.11 14.07 15.62 22.53 25.32 18.24 15.50 22.36 25.12 18.10 7.69 11.09 12.46 8.98 0.00 0.00 0.00 0.00
23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23
x 10 x x x x x x x x x x x x x x x x x x x
Área de Co Obtenida
230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
C-20
3.00
C-16
4.00
4.00
C-19
3.00
C-15
4.00
3.00
C-14
4.00
5.00
C-13
rea de Control Cond.
btenida
Ok
C-5 C-9 C-13 C-17 0 0 0 0 0 0
L L L L L L L L L L
3.00
C-1 C-5 C-9 C-13 0 0 0 0 0 0
0
3.00
C-11
3.00
C-10
3.00
C-9
3.00
C-7
3.00
C-6
3.00
C-5
C-3
4.00
3.00
4.00
5.00
C-4
4.00
4.00
4.00
5.00
C-8
4.00
4.00
4.00
C-17
C-12
4.00
4.00
C-18
230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.00
C-2
4.00
4.90
C-1
5.00
C-20
5.00
5.00
C-16
C-12
C-8
A= 3.04
A= 6.12
A= 6.17
C-15
C-11
C-7
A= 5.42
A= 10.92
A= 11.01
C-14
C-10
C-6
A= 0.00
A= 4.82
A= 9.72
A= 9.80
A= 5.28
A= 0.00
A= 2.60
A= 5.24
A= 5.28
A= 2.85
C-13
C-9
C-5
5.00
A= 4.76
5.00
A= 0.00
C-4
C-19
5.00
A= 8.49
5.00
A= 0.00
C-3
5.00
C-2
5.00
C-18
C-17
5.00
5.00
C-1
5.00
5.00
Área de la Columna = Pserv. / ( factor x f'c ) f'c 210 kg/cm2
Peso 1.00 T/m2
Tipo Columna Ubicada Descripción
C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20
Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Central Central Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq. Ext o Esq.
Factor
0.35 0.35 0.35 0.35 0.35 0.45 0.45 0.35 0.35 0.45 0.45 0.35 0.35 0.45 0.45 0.35 0.35 0.35 0.35 0.35
A. Trib.
2.8452 5.2777 8.4886 4.7573 5.2809 9.7959 11.0053 6.1678 5.2400 9.7200 10.9200 6.1200 2.5995 4.8220 5.4173 3.0361 0.0000 0.0000 0.0000 0.0000 101.4936
Niveles 5 Pisos P.serv.
Área Colm. Necesaria
Toneladas
(cm2)
14.23 26.39 42.44 23.79 26.40 48.98 55.03 30.84 26.20 48.60 54.60 30.60 13.00 24.11 27.09 15.18 0.00 0.00 0.00 0.00 507.47
193.55 359.03 577.46 323.63 359.24 518.30 582.29 419.58 356.46 514.29 577.78 416.33 176.84 255.13 286.63 206.54 0.00 0.00 0.00 0.00
Sección de la COLUMNA Requerida Asumida Ancho Largo Ancho Largo 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23
x x x x x x x x x x x x x x x x x x x x
8.42 15.61 25.11 14.07 15.62 22.53 25.32 18.24 15.50 22.36 25.12 18.10 7.69 11.09 12.46 8.98 0.00 0.00 0.00 0.00
23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23
x 10 x x x x x x x x x x x x x x x x x x x
Área de Co Obtenida
230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
C-20
3.00
C-16
4.00
4.00
C-19
3.00
C-15
4.00
3.00
C-14
4.00
5.00
C-13
rea de Control Cond.
btenida
Ok
C-5 C-9 C-13 C-17 0 0 0 0 0 0
L L L L L L L L L L
3.00
C-1 C-5 C-9 C-13 0 0 0 0 0 0
0
3.00
C-11
3.00
C-10
3.00
C-9
3.00
C-7
3.00
C-6
3.00
C-5
C-3
4.00
3.00
4.00
5.00
C-4
4.00
4.00
4.00
5.00
C-8
4.00
4.00
4.00
C-17
C-12
4.00
4.00
C-18
230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.00
C-2
4.00
4.90
C-1
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