Taller Practica Casa
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Transcript of Taller Practica Casa
CONDICION Nº 1 DENSIDAD DE MUROSMURO DIRECCION X
MURO APAREJO LARGO (m)X1 Cabeza 0.23 1.2 0.276X2 Cabeza 0.23 1.2 0.276X3 Cabeza 0.23 3 0.69X4 Cabeza 0.23 3.08 0.7084X5 Cabeza 0.23 3.08 0.7084X6 Cabeza 0.23 1.2 0.276X7 Cabeza 0.23 1.2 0.276
3.2108
MURO DIRECCION Y
MURO APAREJO LARGO (m)Y1 Soga 0.13 5.13 0.6669Y2 Soga 0.13 3.25 0.4225Y3 Soga 0.13 4.13 0.5369Y4 Soga 0.13 3.25 0.4225Y5 Soga 0.13 5.13 0.6669Y6 Soga 0.13 3.25 0.4225Y7 Cabeza 0.23 2.28 0.5244Y8 Soga 0.13 5.13 0.6669Y9 Soga 0.13 3 0.39Y10 Soga 0.13 4.13 0.5369
5.2564
ESPESOR (m)
AREA DE MURO (m2)
ESPESOR (m)
AREA DE MURO (m2)
largo ancho12 7 84
1 ∑ l.t 3.21082 ∑ l.t/Ap 0.0382238
Z= Factor de Zona 0.4U= Factor de Uso 1S= Factor de suelo 1N= Número de pisos 4
3 ZUSN/56 0.02857144 pto2>=pto3 si cumple
1 ∑ l.t 5.25642 ∑ l.t/Ap 0.06257623 ZUSN/56 0.02857144 pto2>=pto3 si cumple
Ap= Area de planta
tipica
σm = Pm/L.t<=0.2 fm(1-(h/35t)^2)<=0.15fm
Densidad de muros en la direccion "Y"
Muro L(m) Espesor(m) H (m) Area Tributaria P.Espec.Y1 5.13 0.13 0.67 2.4 6.42 1.9Y2 3.25 0.13 0.42 2.4 6.67 1.9Y3 4.13 0.13 0.54 2.4 5.03 1.9Y4 3.25 0.13 0.42 2.4 7.11 1.9Y5 5.13 0.13 0.67 2.4 15.84 1.9Y6 3.25 0.13 0.42 2.4 7.11 1.9Y7 2.28 0.23 0.52 2.4 9.42 1.9Y8 5.13 0.13 0.67 2.4 8.73 1.9Y9 3 0.13 0.39 2.4 2.34 1.9Y10 4.13 0.13 0.54 2.4 5.02 1.9
Densidad de muros en la direccion "X"
Muro L(m) Espesor(m) H (m) Area Tributaria P.Espec.X1 5.13 0.23 1.2 2.4 0.8 1.9X2 3.25 0.23 1.2 2.4 0.8 1.9X3 4.13 0.23 3 2.4 0.8 1.9X4 3.25 0.23 3.08 2.4 0.8 1.9X5 5.13 0.23 3.08 2.4 0.8 1.9X6 3.25 0.23 1.2 2.4 0.8 1.9X7 2.28 0.23 1.2 2.4 0.8 1.9
Esfuerzo axial Maximo(σm)
Area de Muro (n2)
Area de Muro (n2)
Peso Muro (Tn) Peso Losa (Ton) Peso Acab.(Peso Solera3.04 1.93 0.64 0.55 0.251.93 2.00 0.67 0.35 0.252.45 1.51 0.50 0.45 0.251.93 2.13 0.71 0.35 0.253.04 4.75 1.58 0.55 0.251.93 2.13 0.71 0.35 0.252.39 2.83 0.94 0.25 0.253.04 2.62 0.87 0.55 0.251.78 0.70 0.23 0.32 0.12.45 1.51 0.50 0.45 0.25
Peso Muro (Tn) Peso Losa (Ton) Peso Acab.(Peso Solera5.47 0.24 0.08 0.55 0.255.47 0.24 0.08 0.35 0.25
13.68 0.24 0.08 0.45 0.2514.04 0.24 0.08 0.35 0.2514.04 0.24 0.08 0.55 0.25
5.47 0.24 0.08 0.35 0.255.47 0.24 0.08 0.25 0.25
Sobrecarga(Tn/m2)
Sobrecarga(Tn/m2)
Piso Tipico Azotea piso tipico Servicio Azotea
P.Viva (Tn) P.Viva (Tn) P.D.(tn) P.L.(Tn) PD+PL (Tn) P.D.(tn)1.61 0.64 6.16 1.61 7.77 6.161.67 0.67 4.95 1.67 6.61 4.951.26 0.50 4.91 1.26 6.16 4.911.78 0.71 5.12 1.78 6.90 5.123.96 1.58 9.93 3.96 13.89 9.931.78 0.71 5.12 1.78 6.90 5.122.36 0.94 6.41 2.36 8.76 6.412.18 0.87 7.09 2.18 9.27 7.090.23 0.23 3.04 0.23 3.27 3.041.26 0.50 4.90 1.26 6.16 4.90
Piso Tipico Azotea piso tipico Servicio Azotea
P.Viva (Tn) P.Viva (Tn) P.D.(tn) P.L.(Tn) PD+PL (Tn) P.D.(tn)0.20 0.08 6.35 0.20 6.55 6.350.20 0.08 6.14 0.20 6.34 6.140.20 0.08 14.45 0.20 14.65 14.450.20 0.08 14.72 0.20 14.92 14.720.20 0.08 14.92 0.20 15.12 14.920.20 0.08 6.14 0.20 6.34 6.140.20 0.08 6.04 0.20 6.24 6.04
Azotea Servicio Total Muro
P.L.(Tn) PD+PL (Tn) Azotea PD+PL (Tn)0.64 6.81 3 1 30.1094160.67 5.61 3 1 25.45190.50 5.41 3 1 23.9007160.71 5.83 3 1 26.52991.58 11.52 3 1 53.1884160.71 5.83 3 1 26.52990.94 7.35 3 1 33.6290160.87 7.96 3 1 35.7689160.23 3.27 3 1 13.08960.50 5.40 3 1 23.876216
Azotea Servicio Total Muro
P.L.(Tn) PD+PL (Tn) Azotea PD+PL (Tn)0.08 6.43 3 1 26.064160.08 6.22 3 1 25.2520.08 14.53 3 1 58.464160.08 14.80 3 1 59.54320.08 15.00 3 1 60.355360.08 6.22 3 1 25.2520.08 6.12 3 1 24.83296
Nº Pisos Tipicos
Nº Pisos Tipicos
Esf. A la Compresion 0.2*f´m*(1-(h/35e)^2) 0.15*f´m
σ(Tn/m2) (Tn/m2) (Tn/m2) Esfuerzo maximo45.15 93.83 97.5 conforme60.24 93.83 97.5 conforme44.52 93.83 97.5 conforme62.79 93.83 97.5 conforme79.75 93.83 97.5 conforme62.79 93.83 97.5 conforme64.13 118.44 97.5 conforme53.63 93.83 97.5 conforme33.56 93.83 97.5 conforme44.47 93.83 97.5 conforme
Esf. A la Compresion 0.2*f´m*(1-(h/35e)^2) 0.15*f´m
σ(Tn/m2) (Tn/m2) (Tn/m2) Esfuerzo maximo21.72 118.44 97.5 conforme21.04 118.44 97.5 conforme19.49 118.44 97.5 conforme19.33 118.44 97.5 conforme19.60 118.44 97.5 conforme21.04 118.44 97.5 conforme20.69 118.44 97.5 conforme
Esfuerzo maximoconformeconformeconformeconformeconformeconformeconformeconformeconformeconforme
Esfuerzo maximoconformeconformeconformeconformeconformeconformeconforme