Metrado de Muros FULL
20
ANALISIS DE MURO DE ALBAÑILERIA CONFINADA VERIFICACION DEL ESFUERZO AXIAL POR CARGAS DE GRAVEDAD MUROS DIRECCIÓN X-X: MURO X1: Cargas Permanentes Cargas Directas Viga Solera = 4 x [0.15m x 0.20m x 2.7m x 2,400 Kg/m3] = 619.200 Kg Muro = (2.6m + 3x 2.50m) x 0.15m x 2.7m x 1,800Kg/m3 = 5863.050 Kg Cargas Indirectas Losa Aligerada 1° Piso = 6.42m 2 x 300 Kg/m2 = 1926.00 Kg Losa Aligerada 2°-4° Piso = 3 x [5.07m 2 x 300 Kg/m2] = 4563.00 Kg Acabados 1° Piso = 6.42m 2 x 100 Kg/m2 = 642.00 Kg Acabados 2°-4° Piso = 3 x 5.07m 2 x 100 Kg/m2] = 1521.00 Kg Cobertura Azotea = 5.07m 2 x 120 Kg/m2 = 608.400 Kg Carga Muerta Total PD = 15742.650 Kg Carga Viva Azotea = 5.07m 2 x 150 Kg/m2 = 760.500 Kg Losa 2°-4° Piso = 2 x [5.07m 2 x 200 Kg/m2] = 2028.00 Kg Losa 1° Piso = 6.42m 2 x 200 Kg/m2 = 1284.00 Kg Carga Viva Total PL = 4072.500 Kg Pm = PD + PL = 15742.650 Kg + 4072.500 Kg = 19815.150 Kg Pm = 19815.150 Kg Esfuerzo Axial Máximo Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b – Cap. 7 – E.070 Tenemos: = = 19815.150 270 13 = 7.089 / 2 = 7.089/ 2 < 0.2 65 [1 − ( 260 3513 ) 2 ] < 0.1565 = 7.089 / 2 < 8.755 / 2 < 9.75 / 2 OK!
-
Upload
leonardo-tmendoza -
Category
Documents
-
view
9 -
download
3
description
Metrado de muros
Transcript of Metrado de Muros FULL
-
ANALISIS DE MURO DE ALBAILERIA CONFINADA
VERIFICACION DEL ESFUERZO AXIAL POR CARGAS DE GRAVEDAD
MUROS DIRECCIN X-X:
MURO X1:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.7m x 2,400 Kg/m3] = 619.200 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.7m x 1,800Kg/m3 = 5863.050 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 6.42m2 x 300 Kg/m2 = 1926.00 Kg
Losa Aligerada 2-4 Piso = 3 x [5.07m2 x 300 Kg/m2] = 4563.00 Kg
Acabados 1 Piso = 6.42m2 x 100 Kg/m2 = 642.00 Kg
Acabados 2-4 Piso = 3 x 5.07m2 x 100 Kg/m2] = 1521.00 Kg
Cobertura Azotea = 5.07m2 x 120 Kg/m2 = 608.400 Kg
Carga Muerta Total PD = 15742.650 Kg
Carga Viva
Azotea = 5.07m2 x 150 Kg/m2 = 760.500 Kg
Losa 2-4 Piso = 2 x [5.07m2 x 200 Kg/m2] = 2028.00 Kg
Losa 1 Piso = 6.42m2 x 200 Kg/m2 = 1284.00 Kg
Carga Viva Total PL = 4072.500 Kg
Pm = PD + PL = 15742.650 Kg + 4072.500 Kg = 19815.150 Kg
Pm = 19815.150 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
19815.150
270 13 = 7.089 /2
= 7.089/2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 7.089 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X2:
Cargas Permanentes
Cargas Directas
Viga Solera = [(0.15m x 0.20m x 2.37m)+3(0.15m x 0.20m x 2.37m)] x 2,400 Kg/m3 = 910.800 Kg
Muro = [(2.6m x 0.15m x 2.37m)+(3x 2.50m x 0.15m x 2.37m)] x 1,800Kg/m3 = 7088.33Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 6.42m2 x 300 Kg/m2 = 1926.00 Kg
Losa Aligerada 2-4 Piso = 3 x [7.77m2 x 300 Kg/m2] = 6993.00 Kg
Acabados 1 Piso = 6.42m2 x 100 Kg/m2 = 642.00 Kg
Acabados 2-4 Piso = 3 x 7.77m2 x 100 Kg/m2] = 2331.00 Kg
Cobertura Azotea = 7.77m2 x 120 Kg/m2 = 932.400 Kg
Carga Muerta Total PD = 20823.539 Kg
Carga Viva
Azotea = 7.77m2 x 150 Kg/m2 = 1165.500 Kg
Losa 2-4 Piso = 2 x [7.77m2 x 200 Kg/m2] = 3108.00 Kg
Losa 1 Piso = 6.42m2 x 200 Kg/m2 = 1284.00 Kg
Carga Viva Total PL = 5557.500 Kg
Pm = PD + PL = 20823.539 Kg + 5557.500 Kg = 26381.039 Kg
Pm = 26381.039 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
26381.039
2.37 13 = 5.798 /2
= 5.798 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 5.798 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X3:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.47m x 2,400 Kg/m3] = 705.60 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.47m x 1,800Kg/m3 = 6681.15 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 6.12m2 x 300 Kg/m2 = 1836.00 Kg
Losa Aligerada 2-4 Piso = 3 x [6.12m2 x 300 Kg/m2] = 5508.00 Kg
Acabados 1 Piso = 6.12m2 x 100 Kg/m2 = 612.00 Kg
Acabados 2-4 Piso = 3 x 6.12m2 x 100 Kg/m2] = 1836.00 Kg
Cobertura Azotea = 6.12m2 x 120 Kg/m2 = 734.400 Kg
Carga Muerta Total PD = 17913.150 Kg
Carga Viva
Azotea = 6.12m2 x 150 Kg/m2 = 918.00 Kg
Losa 2-4 Piso = 2 x [6.12m2 x 200 Kg/m2] = 2448.00 Kg
Losa 1 Piso = 6.12m2 x 200 Kg/m2 = 1224.00 Kg
Carga Viva Total PL = 4590.00 Kg
Pm = PD + PL = 17913.150 Kg + 4590.00 Kg = 22503.150 Kg
Pm = 22503.150 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
22503.150
247 13 = 7.065 /2
= 7.065 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 7.065 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X4:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.35m x 2,400 Kg/m3] = 1008.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.35m x 1,800Kg/m3 = 9544.50 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 7.04m2 x 300 Kg/m2 = 2112.00 Kg
Losa Aligerada 2-4 Piso = 3 x [7.04m2 x 300 Kg/m2] = 6336.00 Kg
Acabados 1 Piso = 7.04m2 x 100 Kg/m2 = 704.00 Kg
Acabados 2-4 Piso = 3 x 7.04m2 x 100 Kg/m2] = 2112.00 Kg
Cobertura Azotea = 7.04m2 x 120 Kg/m2 = 844.80 Kg
Carga Muerta Total PD = 22661.30 Kg
Carga Viva
Azotea =7.04m2 x 150 Kg/m2 = 1056.00 Kg
Losa 2-4 Piso = 2 x [7.04m2 x 200 Kg/m2] = 2816.00 Kg
Losa 1 Piso = 7.04m2 x 200 Kg/m2 = 1408.00 Kg
Carga Viva Total PL = 5280.00 Kg
Pm = PD + PL = 22661.30 Kg + 5280.00 Kg = 27941.300 Kg
Pm = 27941.300 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
27941.300
2.35 13 = 6.141 /2
= 6.141 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.141 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X5:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 3.5m x 2,400 Kg/m3] = 1008.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 3.5m x 1,800Kg/m3 = 9544.50 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 2.64m2 x 300 Kg/m2 = 792.00 Kg
Losa Aligerada 2-4 Piso = 3 x [2.64m2 x 300 Kg/m2] = 2376.00 Kg
Acabados 1 Piso = 2.64m2 x 100 Kg/m2 = 264.00 Kg
Acabados 2-4 Piso = 3 x 2.64m2 x 100 Kg/m2] = 792.00 Kg
Cobertura Azotea = 2.64m2 x 120 Kg/m2 = 316.80 Kg
Carga Muerta Total PD = 15093.30 Kg
Carga Viva
Azotea =2.64m2 x 150 Kg/m2 = 396.00 Kg
Losa 2-4 Piso = 2 x [2.64m2 x 200 Kg/m2] = 1056.00 Kg
Losa 1 Piso = 2.64m2 x 200 Kg/m2 = 528.00 Kg
Carga Viva Total PL = 1980.00 Kg
Pm = PD + PL = 15093.30 Kg + 1980.00 Kg = 17073.300 Kg
Pm = 17073.300 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
17073.300
350 13 = 3.752 /2
= 3.752 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 3.752 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X6:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 1.87m x 2,400 Kg/m3] = 417.600 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 1.87m x 1,800Kg/m3 = 3954.150 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 2.85m2 x 300 Kg/m2 = 855.00 Kg
Losa Aligerada 2-4 Piso = 3 x [2.85m2 x 300 Kg/m2] = 2565.00 Kg
Acabados 1 Piso = 2.85m2 x 100 Kg/m2 = 285.00 Kg
Acabados 2-4 Piso = 3 x 2.85m2 x 100 Kg/m2] = 855.00 Kg
Cobertura Azotea = 2.85m2 x 120 Kg/m2 = 342.00 Kg
Carga Muerta Total PD = 9273.750 Kg
Carga Viva
Azotea =2.85m2 x 150 Kg/m2 = 427.500 Kg
Losa 2-4 Piso = 2 x [2.85m2 x 200 Kg/m2] = 1140.00 Kg
Losa 1 Piso = 2.85m2 x 200 Kg/m2 = 570.00 Kg
Carga Viva Total PL = 2137.50 Kg
Pm = PD + PL = 9273.750 Kg + 2137.50 Kg = 11411.25. Kg
Pm = 11411.250 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
11411.250
187 13 = 6.054 /2
= 6.054 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.054 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO X7:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 1.87m x 2,400 Kg/m3] = 1008.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 1.87m x 1,800Kg/m3 = 9544.50 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 5.02m2 x 300 Kg/m2 = 1506.00 Kg
Losa Aligerada 2-4 Piso = 3 x [5.02m2 x 300 Kg/m2] = 4518.00 Kg
Acabados 1 Piso = 5.02m2 x 100 Kg/m2 = 502.00 Kg
Acabados 2-4 Piso = 3 x 5.02m2 x 100 Kg/m2] = 1506.00 Kg
Cobertura Azotea = 5.02m2 x 120 Kg/m2 = 602.00 Kg
Carga Muerta Total PD = 19186.90 Kg
Carga Viva
Azotea =5.02m2 x 150 Kg/m2 = 753.00 Kg
Losa 2-4 Piso = 2 x [5.02m2 x 200 Kg/m2] = 2008.00 Kg
Losa 1 Piso = 5.02m2 x 200 Kg/m2 = 1004.00 Kg
Carga Viva Total PL = 3765.00 Kg
Pm = PD + PL = 19186.90 Kg + 3765.00 Kg = 3765.00 Kg
Pm = 3765.00 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
3765.00
187 13 = 5.044 /2
= 5.044 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
-
MURO X8:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 3.5m x 2,400 Kg/m3] = 2304.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 3.5m x 1,800Kg/m3 = 21816.00 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 4.2m2 x 300 Kg/m2 = 1260.00 Kg
Losa Aligerada 2-4 Piso = 3 x [4.2m2 x 300 Kg/m2] = 3780.00 Kg
Acabados 1 Piso = 4.2m2 x 100 Kg/m2 = 420.00 Kg
Acabados 2-4 Piso = 3 x 4.2m2 x 100 Kg/m2] = 1260.00 Kg
Cobertura Azotea = 4.2m2 x 120 Kg/m2 = 504.00 Kg
Carga Muerta Total PD = 31344.00 Kg
Carga Viva
Azotea =4.2m2 x 150 Kg/m2 = 630.00 Kg
Losa 2-4 Piso = 2 x [4.2 m2 x 200 Kg/m2] = 1680.00 Kg
Losa 1 Piso = 4. 2m2 x 200 Kg/m2 = 840.00 Kg
Carga Viva Total PL = 3150.00 Kg
Pm = PD + PL = 31344.00 Kg + 3150.00 Kg = 34494.00 Kg
Pm = 34494.00 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
34494.00
350 13 = 3.317 /2
= 3.317 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
-
MURO X9:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 3.05m x 2,400 Kg/m3] = 345.60 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 3.05m x 1,800Kg/m3 = 3272.40 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 2.43m2 x 300 Kg/m2 = 729.00 Kg
Losa Aligerada 2-4 Piso = 3 x [2.43m2 x 300 Kg/m2] = 2187.00 Kg
Acabados 1 Piso = 2.43m2 x 100 Kg/m2 = 243.00 Kg
Acabados 2-4 Piso = 3 x 2.43m2 x 100 Kg/m2] = 729.00 Kg
Cobertura Azotea = 2.43m2 x 120 Kg/m2 = 291.60 Kg
Carga Muerta Total PD = 7797.60 Kg
Carga Viva
Azotea =2.43m2 x 150 Kg/m2 = 364.50 Kg
Losa 2-4 Piso = 2 x [2.43 m2 x 200 Kg/m2] = 972.00 Kg
Losa 1 Piso = 2.43m2 x 200 Kg/m2 = 486.00 Kg
Carga Viva Total PL = 1822.50 Kg
Pm = PD + PL = 7797.60 Kg + 1822.50 Kg = 9620.100 Kg
Pm = 9620.100 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
9620.10
305 13 = 6.167 /2
= 6.167 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
-
MURO X10:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.8m x 2,400 Kg/m3] = 1008.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.8m x 1,800Kg/m3 = 9544.50 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 7.04m2 x 300 Kg/m2 = 2112.00 Kg
Losa Aligerada 2-4 Piso = 3 x [7.04m2 x 300 Kg/m2] = 6336.00 Kg
Acabados 1 Piso = 7.04m2 x 100 Kg/m2 = 704.00 Kg
Acabados 2-4 Piso = 3 x 7.04m2 x 100 Kg/m2] = 2112.00 Kg
Cobertura Azotea = 7.04m2 x 120 Kg/m2 = 844.80 Kg
Carga Muerta Total PD = 22661.30 Kg
Carga Viva
Azotea =7.04m2 x 150 Kg/m2 = 1056.00 Kg
Losa 2-4 Piso = 2 x [7.04m2 x 200 Kg/m2] = 2816.00 Kg
Losa 1 Piso = 7.04m2 x 200 Kg/m2 = 1408.00 Kg
Carga Viva Total PL = 5280.00 Kg
Pm = PD + PL = 22661.30 Kg + 5280.00 Kg = 27941.300 Kg
Pm = 27941.300 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
27941.300
280 13 = 6.141 /2
= 6.141 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.141 /2 < 8.755 /2 < 9.75 /2 OK!
-
MUROS DIRECCIN Y-Y:
MURO Y1:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 4.37m x 2,400 Kg/m3] = 2378.880 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 4.37m x 1,800Kg/m3 = 22525.020 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 7.93m2 x 300 Kg/m2 = 2379.00 Kg
Losa Aligerada 2-4 Piso = 3 x [7.93m2 x 300 Kg/m2] = 7137.00 Kg
Acabados 1 Piso = 7.93m2 x 100 Kg/m2 = 793.00 Kg
Acabados 2-4 Piso = 3 x 7.93m2 x 100 Kg/m2] = 2379.00 Kg
Cobertura Azotea = 7.93m2 x 120 Kg/m2 = 951.60 Kg
Carga Muerta Total PD = 38543.500 Kg
Carga Viva
Azotea = 7.93m2 x 150 Kg/m2 = 1189.50 Kg
Losa 2-4 Piso = 2 x [7.93m2 x 200 Kg/m2] = 3172.00 Kg
Losa 1 Piso = 7.93m2 x 200 Kg/m2 = 1586.00 Kg
Carga Viva Total PL = 5947.50 Kg
Pm = PD + PL = 38543.50 Kg + 5947.50 Kg = 44491.00 Kg
Pm = 44491.00 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
44491.00
437 13 = 4.143 /2
= 4.143 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 4.143 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y2:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.37m x 2,400 Kg/m3] = 504.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.37m x 1,800Kg/m3 = 4772.25 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 1.94m2 x 300 Kg/m2 = 582.00 Kg
Losa Aligerada 2-4 Piso = 3 x [1.94m2 x 300 Kg/m2] = 1746.00 Kg
Acabados 1 Piso = 1.94m2 x 100 Kg/m2 = 194.00 Kg
Acabados 2-4 Piso = 3 x 1.94m2 x 100 Kg/m2] = 582.00 Kg
Cobertura Azotea = 1.94m2 x 120 Kg/m2 = 232.80 Kg
Carga Muerta Total PD = 8613.05 Kg
Carga Viva
Azotea = 1.94m2 x 150 Kg/m2 = 291.00 Kg
Losa 2-4 Piso = 2 x [1.94m2 x 200 Kg/m2] = 776.00 Kg
Losa 1 Piso = 1.94m2 x 200 Kg/m2 = 388.00 Kg
Carga Viva Total PL = 1455.00 Kg
Pm = PD + PL = 8613.05 Kg + 1455.00 Kg = 10068.050 Kg
Pm = 10068.050 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
10068.050
2.37 13 = 4.426 /2
= 4.426 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 4.426 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y3:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 4.29m x 2,400 Kg/m3] = 1183.680 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 4.29m x 1,800Kg/m3 = 11207.970 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 11.04m2 x 300 Kg/m2 = 3312.00 Kg
Losa Aligerada 2-4 Piso = 3 x [9.88m2 x 300 Kg/m2] = 8892.00 Kg
Acabados 1 Piso = 11.04m2 x 100 Kg/m2 = 1104.00 Kg
Acabados 2-4 Piso = 3 x [9.88m2 x 100 Kg/m2] = 2964.00 Kg
Cobertura Azotea = 9.88m2 x 120 Kg/m2 = 1185.60 Kg
Carga Muerta Total PD = 29849.250 Kg
Carga Viva
Azotea = 9.88m2 x 150 Kg/m2 = 1482.00 Kg
Losa 2-4 Piso = 2 x [9.88m2 x 200 Kg/m2] = 3952.00 Kg
Losa 1 Piso = 11.04m2 x 200 Kg/m2 = 2208.00 Kg
Carga Viva Total PL = 7642.00 Kg
Pm = PD + PL = 29849.250 Kg + 7642.00 Kg = 37491.250 Kg
Pm = 37491.250 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
37491.250
429 13 = 7.01689 /2
= 7.017 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 7.017 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y4:
Cargas Permanentes
Cargas Directas
Viga Solera = [(0.15m x 0.20m x 3.15m)+3(0.15m x 0.20m x 5.4m)] x 2,400 Kg/m3 = 1393.20 Kg
Muro = [(2.6m x 0.15m x 3.15m)+(3x 2.50m x 0.15m x5.4m)] x 1,800Kg/m3 = 13146.30 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 7.21m2 x 300 Kg/m2 = 2163.00 Kg
Losa Aligerada 2-4 Piso = 3 x [7.21m2 x 300 Kg/m2] = 6489.00 Kg
Acabados 1 Piso = 7.21m2 x 100 Kg/m2 = 721.00 Kg
Acabados 2-4 Piso = 3 x 7.21m2 x 100 Kg/m2] = 2163.00 Kg
Cobertura Azotea = 7.21m2 x 120 Kg/m2 = 865.20 Kg
Carga Muerta Total PD = 26940.70 Kg
Carga Viva
Azotea = 7.21m2 x 150 Kg/m2 = 1081.50 Kg
Losa 2-4 Piso = 2 x [7.21m2 x 200 Kg/m2] = 2884.00 Kg
Losa 1 Piso = 7.21m2 x 200 Kg/m2 = 1442.00 Kg
Carga Viva Total PL = 5407.50 Kg
Pm = PD + PL = 26940.70 Kg + 5407.50 Kg = 32348.20 Kg
Pm = 32348.20 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
32348.20
540 13 = 4.608 /2
= 4.608 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 4.608 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y5:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.07m x 2,400 Kg/m3] = 604.80 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.07 m x 1,800Kg/m3 = 5726.70 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 3.59m2 x 300 Kg/m2 = 1077.00 Kg
Losa Aligerada 2-4 Piso = 3 x [3.59m2 x 300 Kg/m2] = 3231.00 Kg
Acabados 1 Piso = 3.59m2 x 100 Kg/m2 = 359.00 Kg
Acabados 2-4 Piso = 3 x 3.59m2 x 100 Kg/m2] = 1077.00Kg
Cobertura Azotea = 3.59m2 x 120 Kg/m2 = 430.80 Kg
Carga Muerta Total PD = 12506.30 Kg
Carga Viva
Azotea = 3.59m2 x 150 Kg/m2 = 538.50 Kg
Losa 2-4 Piso = 2 x [3.59m2 x 200 Kg/m2] = 1436.00 Kg
Losa 1 Piso = 3.59m2 x 200 Kg/m2 = 718.00 Kg
Carga Viva Total PL = 2692.50 Kg
Pm = PD + PL = 12506.30 Kg + 2692.50 Kg = 15198.80 Kg
Pm = 15198.80 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
15198.80
207 13 = 5.567 /2
= 5.567 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 5.567 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y6:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 3.78m x 2,400 Kg/m3] = 1065.60 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 3.78 m x 1,800Kg/m3 = 10089.90 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 3.65m2 x 300 Kg/m2 = 1095.00 Kg
Losa Aligerada 2-4 Piso = 3 x [3.65m2 x 300 Kg/m2] = 3285.00 Kg
Acabados 1 Piso = 3.65m2 x 100 Kg/m2 = 365.00 Kg
Acabados 2-4 Piso = 3 x 3.65m2 x 100 Kg/m2] = 1095.00Kg
Cobertura Azotea = 3.65m2 x 120 Kg/m2 = 438.00 Kg
Carga Muerta Total PD = 17433.50 Kg
Carga Viva
Azotea = 3.65m2 x 150 Kg/m2 = 547.50 Kg
Losa 2-4 Piso = 2 x [3.65m2 x 200 Kg/m2] = 1460.00 Kg
Losa 1 Piso = 3.65m2 x 200 Kg/m2 = 730.00 Kg
Carga Viva Total PL = 2737.50 Kg
Pm = PD + PL = 17433.50 Kg + 2737.50 Kg = 20171.00 Kg
Pm = 20171.00 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
20171.00
378 13 = 4.194 /2
= 4.194 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 4.194 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y7:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 2.75m x 2,400 Kg/m3] = 748.80 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 2.75m x 1,800Kg/m3 = 7090.20 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 5.13m2 x 300 Kg/m2 = 1539.00 Kg
Losa Aligerada 2-4 Piso = 3 x [5.13m2 x 300 Kg/m2] = 4617.00 Kg
Acabados 1 Piso = 5.13m2 x 100 Kg/m2 = 513.00 Kg
Acabados 2-4 Piso = 3 x 5.13m2 x 100 Kg/m2] = 1539.00 Kg
Cobertura Azotea = 5.13m2 x 120 Kg/m2 = 615.60 Kg
Carga Muerta Total PD = 16662.60 Kg
Carga Viva
Azotea = 5.13m2 x 150 Kg/m2 = 769.50 Kg
Losa 2-4 Piso = 2 x [5.13m2 x 200 Kg/m2] = 2052.00 Kg
Losa 1 Piso = 5.13m2 x 200 Kg/m2 = 1026.00 Kg
Carga Viva Total PL = 3847.50 Kg
Pm = PD + PL = 16662.60 Kg + 3847.50 Kg = 20510.10 Kg
Pm = 20510.10 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
20510.10
275 13 = 6.068 /2
= 6.068 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.068 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y8:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 1.82m x 2,400 Kg/m3] = 748.80 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 1.82m x 1,800Kg/m3 = 7090.20 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 5.34m2 x 300 Kg/m2 = 1602.00 Kg
Losa Aligerada 2-4 Piso = 3 x [5.34m2 x 300 Kg/m2] = 4806.00 Kg
Acabados 1 Piso = 5.34m2 x 100 Kg/m2 = 534.00 Kg
Acabados 2-4 Piso = 3 x 5.34m2 x 100 Kg/m2] = 1602.00 Kg
Cobertura Azotea = 5.34m2 x 120 Kg/m2 = 640.80 Kg
Carga Muerta Total PD = 17023.80 Kg
Carga Viva
Azotea = 5.34m2 x 150 Kg/m2 = 801.00 Kg
Losa 2-4 Piso = 2 x [5.34m2 x 200 Kg/m2] = 2136.00 Kg
Losa 1 Piso = 5.34m2 x 200 Kg/m2 = 1068.00 Kg
Carga Viva Total PL = 4005.00 Kg
Pm = PD + PL = 17023.80 Kg + 4005.00 Kg = 21028.80 Kg
Pm = 21028.80 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
21028.80
182 13 = 6.222 /2
= 6.222 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.222 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y9:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 1.85m x 2,400 Kg/m3] = 417.60 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 1.85m x 1,800Kg/m3 = 3954.15 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 3.36m2 x 300 Kg/m2 = 1008.00 Kg
Losa Aligerada 2-4 Piso = 3 x [3.36m2 x 300 Kg/m2] = 3024.00 Kg
Acabados 1 Piso = 3.36m2 x 100 Kg/m2 = 336.00 Kg
Acabados 2-4 Piso = 3 x 3.36m2 x 100 Kg/m2] = 1008.00 Kg
Cobertura Azotea = 3.36m2 x 120 Kg/m2 = 403.20 Kg
Carga Muerta Total PD = 10150.95 Kg
Carga Viva
Azotea = 3.36m2 x 150 Kg/m2 = 504.00 Kg
Losa 2-4 Piso = 2 x [3.36m2 x 200 Kg/m2] = 1344.00 Kg
Losa 1 Piso = 3.36m2 x 200 Kg/m2 = 672.00 Kg
Carga Viva Total PL = 2520.00 Kg
Pm = PD + PL = 10150.95 Kg + 2520.00 Kg = 12670.95 Kg
Pm = 12670.95 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
12670.95
185 13 = 6.722 /2
= 6.722 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 6.722 /2 < 8.755 /2 < 9.75 /2 OK!
-
MURO Y10:
Cargas Permanentes
Cargas Directas
Viga Solera = 4 x [0.15m x 0.20m x 3.17m x 2,400 Kg/m3] = 504.00 Kg
Muro = (2.6m + 3x 2.50m) x 0.15m x 3.17m x 1,800Kg/m3 = 4772.25 Kg
Cargas Indirectas
Losa Aligerada 1 Piso = 1.94m2 x 300 Kg/m2 = 582.00 Kg
Losa Aligerada 2-4 Piso = 3 x [1.94m2 x 300 Kg/m2] = 1746.00 Kg
Acabados 1 Piso = 1.94m2 x 100 Kg/m2 = 194.00 Kg
Acabados 2-4 Piso = 3 x 1.94m2 x 100 Kg/m2] = 582.00 Kg
Cobertura Azotea = 1.94m2 x 120 Kg/m2 = 232.80 Kg
Carga Muerta Total PD = 8613.05 Kg
Carga Viva
Azotea = 1.94m2 x 150 Kg/m2 = 291.00 Kg
Losa 2-4 Piso = 2 x [1.94m2 x 200 Kg/m2] = 776.00 Kg
Losa 1 Piso = 1.94m2 x 200 Kg/m2 = 388.00 Kg
Carga Viva Total PL = 1455.00 Kg
Pm = PD + PL = 8613.05 Kg + 1455.00 Kg = 10068.050 Kg
Pm = 10068.050 Kg
Esfuerzo Axial Mximo
Considerando en la carga total el 100% de la Carga Viva (PL) - RNEArt.19.1.b Cap. 7 E.070
Tenemos:
=
=
10068.050
317 13 = 4.426 /2
= 4.426 /2 < 0.2 65 [1 (
260
3513)
2
] < 0.1565
= 4.426 /2 < 8.755 /2 < 9.75 /2 OK!
