PISO1

METRADO DE CARGAS

DATOS DE CARGAC A : 2.4 Tn/m3

Acabados : 0.1 Tn/m2Alba. Slida : 0.019 Tn/m2-cmParap/Tabiq. : 0.014 Tn/m2-cm

Ventanas : 0.02 Tn/m2S/C : 0.2 Tn/m2 (Cuartos)

0.5 Tn/m2 (Salas Pblicas, almacenaje)0.4 Tn/m2 (Corredores, escaleras)

CARGAS PROVENIENTES DE LA LOSA

CASOS

PARA CUARTOSConsiderando 25% de S/C: e = 0.15 m (Espesor de losa)

1) CONCRETO ARMADO 0.3602) ACABADOS 0.1003) S/C (25%) 0.050

Total 0.510 Tn/m2

Considerando 100% de S/C:1) CONCRETO ARMADO 0.3602) ACABADOS 0.1003) S/C (100%) 0.200

Total 0.660 Tn/m2

PARA SALAS PUBLICAS Y ALMACENAJEConsiderando 25% de S/C: e = 0.15 m (Espesor de losa)


Total 0.585 Tn/m2

Considerando 100% de S/C:1) CONCRETO ARMADO 0.3602) ACABADOS 0.1003) S/C (100%) 0.500

Total 0.960 Tn/m2

PARA CORREDORES Y ESCALERASConsiderando 25% de S/C: e = 0.15 m (Espesor de losa)


Total 0.560 Tn/m2

Considerando 100% de S/C:


Total 0.860 Tn/m2

CORTES DEL HOTEL PARA EL METRADO

0.15 0.150.20 0.20

1.302.30

1.00

CORTE A-A CORTE B-B(puerta) (ventana)

CARGAS PROVENIENTES DE LAS VIGAS PERALTADASP = 0.35 m (Peralte)A = 0.15 m (Ancho)

W = 0.126 Tn/m

CARGAS PROVENIENTES DE LA COLUMNASA = 0.15 m (Ancho)L = 0.20 m (Largo)H = 2.30 m (Altura)

W = 0.166 Tn

CARGAS PROVENIENTES DE LOS MUROS CON VENTANA ALTAA = 15.00 cm (Ancho)H = 1.80 m (Altura)

W = 0.513 Tn/m

CARGAS PROVENIENTES DE LOS MUROS CON VENTANA BAJAA = 15.00 cm (Ancho)H = 1.00 m (Altura)

W = 0.285 Tn/m

CARGAS PROVENIENTES DE SOLO LOS MUROS COMPLETOSA = 15.00 cm (Ancho)H = 2.30 m (Altura)

W = 0.656 Tn/m

CARGAS PROVENIENTES DE LA TABIQUERIA CON VENTANA ALTAA = 15.00 cm (Ancho)H = 1.80 m (Altura)

W = 0.378 Tn/m

CARGAS PROVENIENTES DE LA TABIQUERIA CON VENTANA BAJA

A = 15.00 cm (Ancho)H = 1.00 m (Altura)

W = 0.210 Tn/m

CARGAS PROVENIENTES DE SOLO LA TABIQUERIA COMPLETAA = 15.00 cm (Ancho)H = 2.30 m (Altura)

W = 0.483 Tn/m

CARGAS PROVENIENTES SOLO DE VENTANAS ALTASH = 0.50 m (Altura)

W = 0.01 Tn/m

CARGAS PROVENIENTES SOLO DE VENTANAS BAJASH = 1.30 m (Altura)

W = 0.026 Tn/m

CARGAS PROVENIENTES SOLO DE ESCALERA

CP = 0.18 m (Contrapaso)P = 0.25 m (Paso)t = 0.125 m (Garganta)

W = 0.586 Tn/m2

2

12 P

CptCpPBV

V=Ap[Cp2 +t1+(CpP )2 ]W=Ap[Cp2 + t1+(CpP )2]w=[Cp2 +t1+(CpP )2 ]

0.150.200.5

1.80

CORTE C-C(ventana alta)

PESO DEL PRIMER PISO

MURO L (m) W (Tn/m) PESO (Tn)X1 1.200 0.656 0.787X2 1.650 0.656 1.082X3 1.220 0.656 0.800X4 0.700 0.656 0.459X5 1.925 0.656 1.262X6 3.401 0.656 2.229X7 2.707 0.656 1.774X8 1.201 0.656 0.787X9 2.988 0.656 1.959X10 0.790 0.656 0.518X11 1.500 0.656 0.983X12 1.380 0.656 0.905X13 2.000 0.656 1.311X14 0.740 0.656 0.485X15 1.260 0.656 0.826X16 3.740 0.656 2.452X17 2.600 0.656 1.704X18 1.950 0.656 1.278Y1 4.050 0.656 2.655Y2 2.800 0.656 1.835Y3 2.350 0.656 1.540Y4 4.100 0.656 2.688Y5 2.800 0.656 1.835Y6 3.050 0.656 1.999Y7 0.850 0.656 0.557Y8 0.850 0.656 0.557Y9 4.002 0.656 2.623Y10 2.080 0.656 1.363Y11 1.635 0.656 1.071Y12 3.050 0.656 1.999Y13 1.200 0.656 0.787Y14 0.700 0.656 0.459Y15 1.250 0.656 0.819Y16 3.800 0.656 2.491Y17 2.500 0.656 1.639Y18 1.950 0.656 1.278Y19 2.000 0.656 1.311

TOTAL = 51.108

MURO L (m) W (Tn/m) PESO (Tn)X1 3.500 0.126 0.441X2 3.561 0.126 0.449X3 3.490 0.126 0.440X4 1.403 0.126 0.177X5 2.776 0.126 0.350X6 4.551 0.126 0.573X7 4.150 0.126 0.523X8 5.500 0.126 0.693X9 3.823 0.126 0.482X10 1.690 0.126 0.213X11 1.900 0.126 0.239X12 1.825 0.126 0.230X13 2.400 0.126 0.302

1. MUROS PORTANTES

2. VIGAS PERALTADAS

X14 1.690 0.126 0.213X15 2.761 0.126 0.348X16 5.490 0.126 0.692X17 5.494 0.126 0.692X18 5.500 0.126 0.693Y1 4.275 0.126 0.539Y2 2.950 0.126 0.372Y3 2.500 0.126 0.315Y4 4.325 0.126 0.545Y5 2.950 0.126 0.372Y6 4.400 0.126 0.554Y7 1.550 0.126 0.195Y8 1.550 0.126 0.195Y9 4.950 0.126 0.624Y10 3.450 0.126 0.435Y11 2.440 0.126 0.307Y12 3.340 0.126 0.421Y13 2.200 0.126 0.277Y14 2.040 0.126 0.257Y15 3.200 0.126 0.403Y16 4.025 0.126 0.507Y17 2.800 0.126 0.353Y18 2.175 0.126 0.274Y19 2.225 0.126 0.280

TOTAL = 14.975

MURO N Peso (Tn) PESO (Tn)X1 2 0.166 0.331X2 2 0.166 0.331X3 2 0.166 0.331X4 2 0.166 0.331X5 3 0.166 0.497X6 2 0.166 0.331X7 2 0.166 0.331X8 3 0.166 0.497X9 2 0.166 0.331X10 2 0.166 0.331X11 2 0.166 0.331X12 2 0.166 0.331X13 2 0.166 0.331X14 3 0.166 0.497X15 2 0.166 0.331X16 2 0.166 0.331X17 2 0.166 0.331X18 3 0.166 0.497Y1 1 0.166 0.166Y2 0 0.166 0.000Y3 0 0.166 0.000Y4 2 0.166 0.331Y5 1 0.166 0.166Y6 2 0.166 0.331Y7 2 0.166 0.331Y8 2 0.166 0.331Y9 2 0.166 0.331Y10 2 0.166 0.331Y11 1 0.166 0.166Y12 3 0.166 0.497Y13 2 0.166 0.331

3. COLUMNAS

Y14 2 0.166 0.331Y15 1 0.166 0.166Y16 1 0.166 0.166Y17 0 0.166 0.000Y18 0 0.166 0.000Y19 1 0.166 0.166

65 TOTAL = 10.764


TOTAL = 2.155

MURO L (m) W (Tn/m) PESO (Tn)X1 0.500 0.285 0.143X2 0.000 0.285 0.000X3 0.500 0.285 0.143X4 0.000 0.285 0.000X5 0.000 0.285 0.000X6 0.000 0.285 0.000X7 0.700 0.285 0.200X8 0.000 0.285 0.000

4. MUROS CON VENTANA ALTA

5. MUROS CON VENTANA BAJA

X9 0.000 0.285 0.000X10 0.000 0.285 0.000X11 0.000 0.285 0.000X12 0.000 0.285 0.000X13 0.000 0.285 0.000X14 0.550 0.285 0.157X15 1.100 0.285 0.314X16 0.000 0.285 0.000X17 0.000 0.285 0.000X18 1.550 0.285 0.442Y1 0.500 0.285 0.143Y2 0.000 0.285 0.000Y3 0.000 0.285 0.000Y4 0.000 0.285 0.000Y5 0.000 0.285 0.000Y6 0.000 0.285 0.000Y7 0.000 0.285 0.000Y8 0.000 0.285 0.000Y9 0.000 0.285 0.000Y10 0.000 0.285 0.000Y11 0.000 0.285 0.000Y12 0.000 0.285 0.000Y13 0.000 0.285 0.000Y14 0.000 0.285 0.000Y15 0.000 0.285 0.000Y16 0.500 0.285 0.143Y17 0.000 0.285 0.000Y18 0.000 0.285 0.000Y19 0.000 0.285 0.000

TOTAL = 1.682

MURO L (m) W (Tn/m) PESO (Tn)X1 0.000 0.483 0.000X2 0.000 0.483 0.000X3 0.000 0.483 0.000X4 0.000 0.483 0.000X5 0.000 0.483 0.000X6 0.000 0.483 0.000X7 0.200 0.483 0.097X8 0.650 0.483 0.314X9 0.000 0.483 0.000X10 0.000 0.483 0.000X11 0.000 0.483 0.000X12 0.700 0.483 0.338X13 0.000 0.483 0.000X14 0.000 0.483 0.000X15 1.000 0.483 0.483X16 0.000 0.483 0.000X17 0.000 0.483 0.000X18 0.000 0.483 0.000Y1 0.000 0.483 0.000Y2 0.200 0.483 0.097Y3 0.000 0.483 0.000Y4 0.000 0.483 0.000Y5 0.000 0.483 0.000Y6 0.000 0.483 0.000Y7 0.000 0.483 0.000Y8 0.550 0.483 0.266

6. TABIQUERIA COMPLETA

Y9 0.000 0.483 0.000Y10 0.000 0.483 0.000Y11 0.000 0.483 0.000Y12 0.000 0.483 0.000Y13 0.000 0.483 0.000Y14 0.000 0.483 0.000Y15 0.900 0.483 0.435Y16 0.000 0.483 0.000Y17 0.000 0.483 0.000Y18 0.000 0.483 0.000Y19 0.000 0.483 0.000

TOTAL = 2.029


TOTAL = 0.302

MURO L (m) W (Tn/m) PESO (Tn)X1 0.000 0.210 0.000X2 0.000 0.210 0.000X3 0.000 0.210 0.000

7. TABIQUERIA CON VENTANA ALTA

8. TABIQUERIA CON VENTANA BAJA

X4 0.000 0.210 0.000X5 0.000 0.210 0.000X6 0.000 0.210 0.000X7 0.000 0.210 0.000X8 0.000 0.210 0.000X9 0.000 0.210 0.000X10 0.000 0.210 0.000X11 0.000 0.210 0.000X12 0.000 0.210 0.000X13 0.000 0.210 0.000X14 0.000 0.210 0.000X15 0.000 0.210 0.000X16 0.000 0.210 0.000X17 0.000 0.210 0.000X18 0.000 0.210 0.000Y1 0.000 0.210 0.000Y2 0.000 0.210 0.000Y3 0.000 0.210 0.000Y4 0.000 0.210 0.000Y5 0.000 0.210 0.000Y6 0.000 0.210 0.000Y7 0.000 0.210 0.000Y8 0.000 0.210 0.000Y9 0.000 0.210 0.000Y10 0.000 0.210 0.000Y11 0.000 0.210 0.000Y12 0.000 0.210 0.000Y13 0.000 0.210 0.000Y14 0.000 0.210 0.000Y15 0.000 0.210 0.000Y16 0.000 0.210 0.000Y17 0.000 0.210 0.000Y18 0.000 0.210 0.000Y19 0.000 0.210 0.000

TOTAL = 0.000

MURO L (m) W (Tn/m) PESO (Tn)X1 0.00 0.010 0.000X2 0.00 0.010 0.000X3 0.00 0.010 0.000X4 0.00 0.010 0.000X5 0.00 0.010 0.000X6 0.00 0.010 0.000X7 0.00 0.010 0.000X8 0.00 0.010 0.000X9 0.00 0.010 0.000X10 0.00 0.010 0.000X11 0.00 0.010 0.000X12 0.00 0.010 0.000X13 0.00 0.010 0.000X14 0.00 0.010 0.000X15 0.00 0.010 0.000X16 0.00 0.010 0.000X17 0.00 0.010 0.000X18 0.00 0.010 0.000Y1 0.00 0.010 0.000Y2 0.00 0.010 0.000Y3 0.00 0.010 0.000

9. VENTANAS ALTAS EN MUROS PORTANTES

Y4 0.00 0.010 0.000Y5 0.00 0.010 0.000Y6 0.00 0.010 0.000Y7 0.00 0.010 0.000Y8 0.00 0.010 0.000Y9 0.00 0.010 0.000Y10 1.00 0.010 0.010Y11 0.00 0.010 0.000Y12 0.00 0.010 0.000Y13 0.00 0.010 0.000Y14 0.00 0.010 0.000Y15 1.70 0.010 0.017Y16 0.00 0.010 0.000Y17 0.00 0.010 0.000Y18 0.00 0.010 0.000Y19 0.00 0.010 0.000

TOTAL = 0.027


TOTAL = 0.174

10. VENTANAS BAJAS EN MUROS PORTANTES


TOTAL = 0.008

MURO L (m) W (Tn/m) PESO (Tn)X1 0.000 0.026 0.000X2 0.000 0.026 0.000X3 0.000 0.026 0.000X4 0.000 0.026 0.000X5 0.000 0.026 0.000X6 0.000 0.026 0.000X7 0.000 0.026 0.000X8 0.000 0.026 0.000X9 0.000 0.026 0.000X10 0.000 0.026 0.000X11 0.000 0.026 0.000X12 0.000 0.026 0.000X13 0.000 0.026 0.000X14 0.000 0.026 0.000X15 0.000 0.026 0.000X16 0.000 0.026 0.000

11. VENTANAS ALTAS EN TABIQUERIA

12. VENTANAS BAJAS EN TABIQUERIA

X17 0.000 0.026 0.000X18 0.000 0.026 0.000Y1 0.000 0.026 0.000Y2 0.000 0.026 0.000Y3 0.000 0.026 0.000Y4 0.000 0.026 0.000Y5 0.000 0.026 0.000Y6 0.000 0.026 0.000Y7 0.000 0.026 0.000Y8 0.000 0.026 0.000Y9 0.000 0.026 0.000Y10 0.000 0.026 0.000Y11 0.000 0.026 0.000Y12 0.000 0.026 0.000Y13 0.000 0.026 0.000Y14 0.000 0.026 0.000Y15 0.000 0.026 0.000Y16 0.800 0.026 0.021Y17 0.000 0.026 0.000Y18 0.000 0.026 0.000Y19 0.000 0.026 0.000

TOTAL = 0.021

MURO Area (m2) W (Tn/m2) PESO (Tn)X1 0.0000 0.586 0.000X2 0.0000 0.586 0.000X3 0.0000 0.586 0.000X4 0.0000 0.586 0.000X5 0.0000 0.586 0.000X6 4.9086 0.586 2.875X7 4.3174 0.586 2.529X8 0.0000 0.586 0.000X9 0.0000 0.586 0.000X10 0.0000 0.586 0.000X11 0.0000 0.586 0.000X12 0.0000 0.586 0.000X13 1.2142 0.586 0.711X14 0.0000 0.586 0.000X15 0.0000 0.586 0.000X16 4.7770 0.586 2.798X17 1.4766 0.586 0.865X18 0.0000 0.586 0.000Y1 0.0000 0.586 0.000Y2 0.0000 0.586 0.000Y3 0.0000 0.586 0.000Y4 0.0000 0.586 0.000Y5 0.0000 0.586 0.000Y6 0.0000 0.586 0.000Y7 0.0000 0.586 0.000Y8 0.0000 0.586 0.000Y9 0.0000 0.586 0.000Y10 0.0000 0.586 0.000Y11 0.0000 0.586 0.000Y12 0.0000 0.586 0.000Y13 0.0000 0.586 0.000Y14 0.0000 0.586 0.000Y15 0.0000 0.586 0.000Y16 0.0000 0.586 0.000

13. ESCALERA

Y17 0.0000 0.586 0.000Y18 1.7194 0.586 1.007Y19 0.4050 0.586 0.237

TOTAL = 11.021

SUB-TOTAL = 94.266

Sin incluir el peso debido a la LOSA.MURO PESO (Tn)

X1 1.600X2 2.050X3 1.620X4 1.100X5 2.325X6 3.801X7 3.107X8 1.601X9 3.388X10 1.190X11 1.900X12 1.780X13 2.400X14 1.140X15 1.660X16 4.140X17 3.000X18 2.350Y1 4.275Y2 2.950Y3 2.500Y4 2.325Y5 3.100Y6 3.350Y7 1.150Y8 1.150Y9 4.340Y10 2.379Y11 1.910Y12 3.360Y13 1.500Y14 1.000Y15 1.400Y16 4.025Y17 2.650Y18 2.100Y19 2.225

TOTAL = 87.839

DENSIDAD MINIMA DE LOS MUROS

Amuros/Aplanta = Am/Ap >= ZUSN/140

Z = 0.40U = 1.00

14. PESO TOTAL DEL PRIMER PISO

S = 1.20N = 4

Am/Ap >= 0.014

AREA PLANTADx = 10.85 mDy = 14.05 m

Ap = 152.4425 m2

EN DIRECCION X-X

MURO Lx (m)X1 1.600X2 2.050X3 1.620X4 1.100X5 2.325X6 3.801X7 3.107X8 1.601X9 3.388X10 1.190X11 1.900X12 1.780X13 2.400X14 1.140X15 1.660X16 4.140X17 3.000X18 2.350 40.151

0.034 > 0.014 OK

EN DIRECCION Y-Y

MURO Ly (m)Y1 4.275Y2 2.950Y3 2.500Y4 2.325Y5 3.100Y6 3.350Y7 1.150Y8 1.150Y9 4.340Y10 2.379Y11 1.910Y12 3.360Y13 1.500Y14 1.000Y15 1.400Y16 4.025Y17 2.650

Entonces:

Am/Ap = t*Lx/Ap =

Y18 2.100Y19 2.225 47.688

0.041 > 0.014 OKAm/Ap = t*Ly/Ap =

CARGAS (P) Y AREAS TRIBUTARIAS (A) EN EL PISO TIPICO

PESO TOTAL PISO TIPICO 25% S/C

MURO A (cm2) WxA (Tn) P(Tn) MURO A (cm2) WxA (Tn) P(Tn)X1 4.8216 2.8206 4.42 Y1 4.2644 2.4947 6.77X2 2.9114 1.7032 3.75 Y2 1.9936 1.1663 4.12X3 4.6527 2.7218 4.34 Y3 1.3806 0.8077 3.31X4 0.8947 0.5234 1.62 Y4 4.0996 2.0908 4.42X5 6.2192 3.6382 5.96 Y5 6.6859 3.9113 7.01X6 10.8933 6.2499 10.05 Y6 1.8609 0.9491 4.30X7 4.9566 2.7917 5.90 Y7 1.6333 0.9324 2.08X8 2.2234 1.3007 2.90 Y8 1.8015 0.2327 1.38X9 3.0348 1.6102 5.00 Y9 9.3551 5.4727 9.81

X10 0.5848 0.2982 1.49 Y10 3.4375 1.9250 4.30X11 2.6747 1.5647 3.46 Y11 2.2049 1.2347 3.14X12 2.5917 1.3218 3.10 Y12 6.6638 3.6978 7.06X13 1.5078 0.7885 3.19 Y13 2.1777 1.2432 2.74X14 1.1170 0.5697 1.71 Y14 1.6934 0.9649 1.96X15 1.6740 0.8537 2.51 Y15 0.9197 0.5380 1.94X16 5.3751 3.0101 7.15 Y16 3.7717 2.2064 6.23X17 5.2518 3.0369 6.04 Y17 1.8405 1.0307 3.68X18 2.0965 1.2265 3.58 Y18 0.4050 0.2268 2.33

SUMA= 63.4811 76.18 Y19 1.0000 0.5850 2.8157.1891 79.40

PESO TOTAL PISO TIPICO 100% S/C

MURO A (cm2) WxA (Tn) P(Tn) MURO A (cm2) WxA (Tn) P(Tn)X1 4.8216 4.6287 6.23 Y1 4.2644 4.0938 8.37X2 2.9114 2.7949 4.84 Y2 1.9936 1.9139 4.86X3 4.6527 4.4666 6.09 Y3 1.3806 1.3254 3.83X4 0.8947 0.8589 1.96 Y4 4.0996 2.7057 5.03X5 6.2192 5.9704 8.30 Y5 6.6859 6.4185 9.52X6 10.8933 9.9667 13.77 Y6 1.8609 1.2282 4.58X7 4.9566 4.3266 7.43 Y7 1.6333 1.4758 2.63X8 2.2234 2.1345 3.74 Y8 1.8015 0.5863 1.74X9 3.0348 2.2526 5.64 Y9 9.3551 8.9809 13.32

X10 0.5848 0.3860 1.58 Y10 3.4375 2.9563 5.33X11 2.6747 2.5677 4.47 Y11 2.2049 1.8962 3.81X12 2.5917 1.7105 3.49 Y12 6.6638 5.5952 8.96X13 1.5078 1.2224 3.62 Y13 2.1777 1.9676 3.47X14 1.1170 0.7372 1.88 Y14 1.6934 1.5227 2.52

X15 1.6740 1.1048 2.76 Y15 0.9197 0.8829 2.28X16 5.3751 4.6226 8.76 Y16 3.7717 3.6208 7.65X17 5.2518 4.9002 7.90 Y17 1.8405 1.5828 4.23X18 2.0965 2.0126 4.36 Y18 0.4050 0.3483 2.45

SUMA= 63.4811 96.81 Y19 1.0000 0.9600 3.1957.1891 97.75

CON 25% DE S/C CON 100% DE S/CMURO Xi (m) Yi (m) P (Tn) Pacum4,3,2 (Tn) Pacum (Tn) ESF. (Kg/cm2) P (Tn) Pacum4,3,2 (Tn) P Acum (Tn)

X1 2.280 0.075 4.42 8.88 7.3184 4.6913 6.23 11.5593 17.7879X2 5.425 0.075 3.75 25.64 6.2645 2.9205 4.84 26.4362 31.2811X3 8.580 0.075 4.34 9.19 7.5745 4.7759 6.09 12.9836 19.0701X4 0.550 4.275 1.62 6.92 3.7934 4.1686 1.96 10.5310 12.4899X5 3.500 4.275 5.96 28.74 10.1919 4.0727 8.30 30.5029 38.7983X6 8.870 4.275 10.05 26.18 12.8122 2.8978 13.77 30.6581 44.4255X7 8.250 4.025 5.90 23.23 8.8376 2.5113 7.43 23.5035 30.9366X8 0.900 6.675 2.90 20.96 5.0473 3.2328 3.74 27.6161 31.3513X9 1.660 9.725 5.00 16.53 8.4292 2.1700 5.64 18.8877 24.5282

X10 4.910 9.725 1.49 7.66 4.3429 4.2287 1.58 8.8404 10.4164X11 7.650 8.875 3.46 0.00 5.3852 2.7616 4.47 0.0000 4.4677X12 4.590 10.650 3.10 6.61 5.2734 2.9394 3.49 9.1326 12.6231X13 9.650 9.725 3.19 12.35 5.5795 2.1459 3.62 14.5047 18.1271X14 0.570 13.975 1.71 9.17 3.3007 3.4311 1.88 11.6612 13.5384X15 3.080 13.975 2.51 14.72 4.6759 2.8546 2.76 18.6136 21.3785X16 8.770 10.775 7.15 0.00 9.3375 1.9205 8.76 0.0000 8.7626X17 9.300 11.825 6.04 25.69 7.3400 2.1716 7.90 25.3842 33.2844X18 9.670 13.975 3.58 22.96 6.0610 2.3909 4.36 23.3650 27.7276Y1 0.075 2.175 6.77 12.41 8.3769 1.5911 8.37 13.8719 22.2407Y2 0.075 5.750 4.12 18.16 7.8702 2.1621 4.86 17.1523 22.0162Y3 0.075 8.475 3.31 10.40 6.6828 2.1875 3.83 9.7610 13.5864Y4 0.075 11.850 4.42 10.34 6.9452 1.3030 5.03 9.6466 14.6774Y5 2.725 5.750 7.01 0.00 9.0439 2.4846 9.52 0.0000 9.5185Y6 2.275 11.400 4.30 14.66 6.3726 1.6072 4.58 14.3060 18.8842Y7 4.225 4.850 2.08 0.00 4.1481 3.7539 2.63 14.4464 17.0722Y8 4.225 6.750 1.38 10.16 3.7295 3.3751 1.74 0.0000 1.7363Y9 5.425 0.675 9.81 16.80 13.1594 2.5294 13.32 20.1666 33.4873

Y10 5.425 3.869 4.30 9.90 5.4962 2.0326 5.33 10.7567 16.0915Y11 5.425 7.312 3.14 7.36 4.4062 2.0735 3.81 12.5225 16.3287Y12 5.425 9.885 7.06 11.89 8.1903 2.0657 8.96 14.0929 23.0481Y13 5.425 12.379 2.74 22.52 3.6611 2.3468 3.47 33.7172 37.1848Y14 6.775 7.350 1.96 11.53 3.0457 3.3469 2.52 13.6256 16.1483Y15 6.775 9.450 1.94 10.31 1.9380 1.1926 2.28 14.6494 16.9323Y16 8.525 7.225 6.23 20.26 6.2314 1.2614 7.65 21.2940 28.9399

Y17 10.775 3.375 3.68 10.51 3.6807 1.1325 4.23 11.3528 15.5856Y18 10.775 6.675 2.33 8.42 2.3268 0.9179 2.45 9.5259 11.9742Y19 10.775 12.101 2.81 44.41 2.8100 1.0808 3.19 44.6454 47.8304 155.58 229.6800 784.2777

5.617.30

ANALISIS SISMICO DEL PRIMER PISO

V = (ZUSC/R)xP ....... (1)

Z = 0.40 FACTOR DE ZONAU = 1.00 FACTOR DE USOS = 1.20 PARAMETROS DE SUELOR = 6.00 SISTEMA ESTRUCTURAL DE ALBAILERIA ESTRUCTURAL O CONFINADA

Tp = 0.60 DEL TIPOM DE SUELO

T = hn/C1 ...... (2)

hn = 10.6Ct = 60

T = 0.177

C = 11.53

C = 2.50C/R = 0.417 (Se puede aplicar la ecuac. (1))

P = 229.6800 TnV = 45.9360 Tn

Luego:Xcg = PiXi/pi =Ycg = PiYi/pi =

Segn el RNC:

Donde:

Tambin:

Donde:

En (2):

Tambin:C = 2.5(Tp/T)1.25 , C

CALCULO DE MOMENTOS DE INERCIA EN SECCIONES TRANSFORMADAS, RIGIDEZ DE LOS MUROS,CENTRO DE RIGIDEZ Y CORTANTE DIRECTO

En Direccin X-XA = (Lx - 2*0.20 + 2*n*t)*t

Aa = (Lx - 2*0.20)*tf = A/Aa

En Direccin Y-YA = (Ly - 2*t + 2*n*t)*t

Aa = (Ly - 2*t)*tf = A/Aa

Ea = 500fm = 32500.00 Kg/cm2fm = 65.00 Kg/cm2 (K-K Industrial)Ec = 198431.35 Kg/cm2

n = Ec/Ea = 6.1056

Ga = 13000 Kg/cm2

Ea/Ga = 2.5

h = 2.65 m

MURO A (m2) I (m4) f Ki (Tn/m) Yi (m) KiYi Ri Vdir (Tn)

I = {(Lx - 2*0.20)3*t/12 + 2*[0.203*t*n/12 + t*(n*0.20)*(((Lx - 2*0.20) + 0.20)/2)2]}

I = {(Ly - 2*t)3*t/12 + 2*[t3*t*n/12 + t*(n*0.20)*(((Ly - 2*t) + t)/2)2]}

Tambin:

Ki = Ea / (h3/3I + fh(Ea/Ga/A)

Donde:

Tambin:Vidir = (Ki/ki)V

KiRi2

Ycg -YiX1 0.3104 0.0860 2.9843 2392.3247 0.075 179.4244 7.221 124730.5129 1.1951X2 0.3689 0.1307 2.2700 3683.3701 0.075 276.2528 7.221 192042.7572 1.8401X3 0.3130 0.0607 2.9359 1977.7349 0.075 148.3301 7.221 103114.7157 0.9880X4 0.2454 0.0142 6.2915 536.9947 4.275 2295.6522 3.021 4899.7145 0.2683X5 0.4046 0.1930 2.0410 4957.3943 4.275 21192.8604 3.021 45232.8810 2.4766X6 0.5965 0.8225 1.5290 13252.5656 4.275 56654.7181 3.021 120920.7284 6.6206X7 0.5063 0.4583 1.6881 9123.0070 4.025 36720.1032 3.271 97590.1825 4.5576X8 0.3105 0.0583 2.9818 1911.9304 6.675 12762.1353 0.621 736.4877 0.9551X9 0.5428 0.5899 1.6134 10758.8039 9.725 104629.3683 -2.429 63495.6831 5.3748

X10 0.2571 0.0197 5.0704 728.3851 9.725 7083.5454 -2.429 4298.7410 0.3639X11 0.3494 0.1027 2.4431 3044.5356 8.875 27020.2536 -1.579 7594.1273 1.5210X12 0.3338 0.0831 2.6198 2565.9902 10.650 27327.7959 -3.354 28871.6611 1.2819X13 0.4144 0.2126 1.9922 5325.2373 9.725 51787.9328 -2.429 31428.1757 2.6603X14 0.2506 0.0165 5.6690 618.8193 13.975 8647.9996 -6.679 27607.8291 0.3091X15 0.3182 0.0659 2.8459 2119.1588 13.975 29615.2436 -6.679 94543.5501 1.0587X16 0.6406 1.0512 1.4753 15360.0323 10.775 165504.3480 -3.479 185946.6614 7.6734X17 0.4924 0.4136 1.7216 8516.0888 11.825 100702.7504 -4.529 174707.6657 4.2544X18 0.4079 0.1994 2.0242 5079.1100 13.975 70980.5628 -6.679 226597.9804 2.5374 91951.4830 723529.2770 1534360.0547 45.9360

MURO A (m2) I (m4) f Ki (Tn/m) Yi (m) KiYi Ri Vdir (Tn)Ycg -Yi

Y1 0.6991 1.8097 1.4189 19260.3773 2.175 41891.3206 5.121 505027.4237 4.9781Y2 0.5366 0.7437 1.6250 11441.6075 5.750 65789.2431 1.546 27334.3856 2.9573Y3 0.4781 0.4904 1.7595 8775.8301 8.475 74375.1600 -1.179 12206.0091 2.2682Y4 0.7056 1.8647 1.4134 19580.7862 11.850 232032.3161 -4.554 406146.7160 5.0610Y5 0.5366 0.7437 1.6250 11441.6075 5.750 65789.2431 1.546 27334.3856 2.9573Y6 0.5691 0.9123 1.5690 12966.2311 11.400 147815.0342 -4.104 218425.1036 3.3513Y7 0.2831 0.0437 3.6906 1422.6438 4.850 6899.8226 2.446 8509.1223 0.3677Y8 0.2831 0.0437 3.6906 1422.6438 6.750 9602.8458 0.546 423.5692 0.3677Y9 0.6928 1.7579 1.4242 18953.1694 0.675 12793.3893 6.621 830774.3744 4.8987

Y10 0.4430 0.3674 1.8722 7240.8448 3.869 28017.0009 3.426 85006.6043 1.8715Y11 0.3851 0.2081 2.1548 4859.4105 7.312 35530.5516 -0.016 1.2518 1.2560Y12 0.5691 0.9123 1.5690 12966.2311 9.885 128172.4907 -2.589 86941.8432 3.3513Y13 0.3286 0.1002 2.6888 2798.2022 12.379 34640.0645 -5.084 72318.1789 0.7232Y14 0.2636 0.0270 4.6078 940.5119 7.350 6912.7622 -0.054 2.7782 0.2431Y15 0.3351 0.1104 2.6035 3018.1595 9.450 28521.6068 -2.154 14007.9549 0.7801Y16 0.6666 1.5499 1.4484 17664.8253 7.225 127628.3628 0.071 88.1724 4.5657Y17 0.4976 0.5679 1.7087 9651.3168 3.375 32568.3686 3.921 148393.0178 2.4945Y18 0.4261 0.3155 1.9393 6523.9291 6.675 43543.9650 0.621 2517.1095 1.6862Y19 0.4326 0.3349 1.9123 6797.7733 12.101 82257.1351 -4.805 156943.8979 1.7570 177726.1011 1204780.6831 2602401.8982 45.9360

KiRi2

7.876.78

CORRECCION POR TORSION

En direccin X-XDy = 14.05

ey = Ycr - Ycg = -0.52ea = 0.05*Dy = 0.70

e1 = 1.5ey + ea = -0.073e2 = ea - ey = 1.219

Mt1 = V*e1 = -3.3387 Tn-mMt2 = V*e2 = 56.0092 Tn-m

En direccin Y-YDx = 10.85

ex = Xcr - Xcg = 2.26ea = 0.05*Dx = 0.54

e1 = 1.5ex + ea = 3.926e2 = ea - ey = -1.713

Mt1 = V*e1 = 180.3265 Tn-mMt2 = V*e2 = -78.6839 Tn-m

4136761.9529

Vdiseo = Vdirecto + Vtorsin

Luego:Xcr = iXi/i =Ycr = iYi/i =

Entonces:

Entonces:

KiRi2 =

Vti = KiRiMt / KiRi2

MURO Ki (Tn/m) Ri (m) Vtor (Tn) Vdir (Tn) Vdiseo (Tn)X1 2392.3247 7.2206 0.2339 1.1951 1.4290X2 3683.3701 7.2206 0.3601 1.8401 2.2002X3 1977.7349 7.2206 0.1933 0.9880 1.1814X4 536.9947 3.0206 0.0220 0.2683 0.2902X5 4957.3943 3.0206 0.2027 2.4766 2.6793X6 13252.5656 3.0206 0.5420 6.6206 7.1626X7 9123.0070 3.2706 0.4040 4.5576 4.9616X8 1911.9304 0.6206 0.0161 0.9551 0.9712X9 10758.8039 -2.4294 -0.3539 5.3748 5.0209

X10 728.3851 -2.4294 -0.0240 0.3639 0.3399X11 3044.5356 -1.5794 -0.0651 1.5210 1.4558X12 2565.9902 -3.3544 -0.1165 1.2819 1.1653X13 5325.2373 -2.4294 -0.1752 2.6603 2.4852X14 618.8193 -6.6794 -0.0560 0.3091 0.2532X15 2119.1588 -6.6794 -0.1916 1.0587 0.8670X16 15360.0323 -3.4794 -0.7236 7.6734 6.9498X17 8516.0888 -4.5294 -0.5222 4.2544 3.7321X18 5079.1100 -6.6794 -0.4593 2.5374 2.0780Y1 19260.3773 5.1206 -1.8759 4.9781 3.1022Y2 11441.6075 1.5456 -0.3364 2.9573 2.6209Y3 8775.8301 -1.1794 0.1969 2.2682 2.4651Y4 19580.7862 -4.5544 1.6962 5.0610 6.7572Y5 11441.6075 1.5456 -0.3364 2.9573 2.6209Y6 12966.2311 -4.1044 1.0122 3.3513 4.3636Y7 1422.6438 2.4456 -0.0662 0.3677 0.3015Y8 1422.6438 0.5456 -0.0148 0.3677 0.3529Y9 18953.1694 6.6206 -2.3868 4.8987 2.5120

Y10 7240.8448 3.4263 -0.4719 1.8715 1.3996Y11 4859.4105 -0.0161 0.0015 1.2560 1.2575Y12 12966.2311 -2.5895 0.6386 3.3513 3.9899Y13 2798.2022 -5.0838 0.2706 0.7232 0.9938Y14 940.5119 -0.0544 0.0010 0.2431 0.2441Y15 3018.1595 -2.1544 0.1237 0.7801 0.9038Y16 17664.8253 0.0706 -0.0237 4.5657 4.5420Y17 9651.3168 3.9211 -0.7198 2.4945 1.7747Y18 6523.9291 0.6211 -0.0771 1.6862 1.6091Y19 6797.7733 -4.8050 0.6213 1.7570 2.3783

CON 100% DE S/CESF. (Kg/cm2) PiXi PiYi

11.4025 40.556447 1.33409414.5833 169.700100 2.34608412.0240 163.621525 1.43025813.7251 6.869435 53.39424615.5038 135.794042 165.86272310.0481 394.054190 189.919015

8.7911 255.226895 124.51978820.0803 28.216176 209.2699746.3145 40.716822 238.536801

10.1425 51.144335 101.2991162.2911 34.177997 39.6509447.0363 57.940235 134.4364926.9720 174.926267 176.285797

14.0732 7.716909 189.19964613.0516 65.845714 298.7642401.8023 76.847879 94.4168649.8474 309.544673 393.587717

10.9379 268.125997 387.4933614.2243 1.668055 48.3735906.0484 1.651213 126.5929714.4473 1.018981 115.1447992.7537 1.100802 173.9267142.6150 25.937814 54.7311684.7627 42.961523 215.279722

15.4500 72.130255 82.8004111.5713 7.336041 11.7203036.4366 181.668358 22.6038975.9510 87.296488 62.2629137.6842 88.583426 119.3908635.8129 125.036010 227.832896

23.8364 201.727665 460.32579817.7454 109.404555 118.68981210.4199 114.716569 160.0105655.8583 246.712413 209.090579

4.7956 167.934801 52.5935954.7236 129.022049 79.921825

18.3963 515.372116 578.7760394402.304772853 5721.815621

METRADOPESO Y DENSIDAD DE MUROC.MASA, C.RIGIDES,EXCENTRICIDAD

PISO1

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