PARMETROS SSMICOS

Z = 0.4 (ZONA 3)

U = 1.3 (EDIFICACIN IMPORTANTE --> TIPO B)

S = 1.2 (SUELO INTERMEDIO --> Tp = 0.6 s )

Rx = 7 ( SISTEMA DUAL)

Ry = 7 ( SISTEMA DUAL)

hn = 3 * (3m) = 9 m

T = hn / Ct = 9/45 --> T = 0.2

C = 2.5 (Tp / T) C = 2.5

METRADO DE CARGAS

DATOS

% CARGA VIVA (Tipo B)50%

PESO ESPECIFICO CONCRETO ARMADO2.4Tnf / m3

FACTOR DE LOSA0.3Tnf / m2

FACTOR DE PISO TERMINADO0.1Tnf / m2

SOBRECARGA0.4Tnf / m2

ALTURA NIVEL3m

REA INTERNA A CARA DE VIGA13.69m2

ELEMENTOBASE (m)PERALTE (m)REA (m2)LONGITUD (m)

VIGA0.300.500.153.70

VIGA CD EJE 30.300.500.151.90

VIGA 12 EJE A0.300.500.152.80

ELEMENTOLARGO (m)ANCHOREA (m2)

COLUMNA 0.300.300.09

PLACA1.200.300.36

CARGA MUERTAPESO INDIV. (Tnf)N ELEMENTOSPESO POR NIVEL (Tnf)N NIVELESTOTAL ELEMENTOS P CM (Tnf)

PESO PROPIO COLUMNAS0.64885.18432415.552

PESO PROPIO PLACAS2.592410.36831231.104

PESO PROPIO VIGA L= 3.70 m1.3321418.64834255.944

PESO PROPIO VIGA L= 1.90 m0.68410.684332.052

PESO PROPIO VIGA L= 2.80 m1.00822.016366.048

PESO PROPIO LOSA 4.107624.64231873.926

PESO PISO TERMINADO8.04918.0493324.147

TOTAL69.591TOTAL208.773

CARGA VIVAPESO INDIV. (Tnf)N NIVELESP CV (Tnf)

PESO DE CARGA VIVA38.6763116.028

P CM (Tnf)P CV (Tnf)P i (Tnf)

208.773116.028266.787

CALCULO DE CORTANTE BASAL

Vx59.455

Vy59.455

DISTRIBUCIN DE LA FUERZA SSMICA

NIVELPi (Tnf)Hi (m)Pi*Hi% Pi*HiFi x (Tnf)Fi y (Tnf)

PISO 188.9293266.7870.1679.9099.909

PISO 288.9296533.5740.33319.81819.818

PISO 388.9299800.3610.50029.72829.728

1600.72259.45559.455

CENTRO DE MASA

NROELEMENTOUBICACINPESO INDIV. (Tnf)Xi (m)Yi (m)WxWy

1COLUMNA1B0.6484.150.152.6890.097

2COLUMNA1C0.6488.150.155.2810.097

3COLUMNA1D0.64812.150.157.8730.097

4COLUMNA2A0.6480.154.150.0972.689

5COLUMNA2B0.6484.154.152.6892.689

6COLUMNA2C0.6488.154.155.2812.689

7COLUMNA3A0.6480.158.150.0975.281

8COLUMNA3B0.6484.158.152.6895.281

9PLACA1A2.5920.150.600.3891.555

10PLACA2D2.59212.154.6031.49311.923

11PLACA3C2.5928.608.1522.29121.125

12PLACA3D2.59211.708.1530.32621.125

13VIGA1AB1.3322.150.152.8640.200

14VIGA1BC1.3326.150.158.1920.200

15VIGA1CD1.33210.150.1513.5200.200

16VIGA2AB1.3322.154.152.8645.528

17VIGA2BC1.3326.154.158.1925.528

18VIGA2CD1.33210.154.1513.5205.528

19VIGA3AB1.3322.158.152.86410.856

20VIGA3BC1.3326.158.158.19210.856

21VIGA3CD0.68410.158.156.9435.575

22VIGAA121.0080.152.60.1512.621

23VIGAB121.3324.152.155.5282.864

24VIGAC121.3328.152.1510.8562.864

25VIGAD121.33212.152.1516.1842.864

26VIGAA231.3320.156.150.2008.192

27VIGAB231.3324.156.155.5288.192

28VIGAC231.3328.156.1510.8568.192

29VIGAD231.00812.156.612.2476.653

30LOSA12AB4.1072.152.158.8308.830

31LOSA12BC4.1076.152.1525.2588.830

32LOSA12CD4.10710.152.1541.6868.830

32LOSA23AB4.1072.156.158.83025.258

32LOSA23BC4.1076.156.1525.25825.258

32LOSA23CD4.10710.156.1541.68625.258

61.542391.443263.823

COORDENADA X6.361m

COORDENADA Y4.287m