Carga Muerta 2 Piso
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AREA (mm)2 AREA (m)2 ESPESOR (m) VOLUMEN (m)3 2,400,806.8470 2.400807 0.4 0.96032274 6,995,681.6121 6.995682 0.4 2.79827264 1,890,612.9547 1.890613 0.4 0.75624518 3,576,857.6500 3.576858 0.4 1.43074306 2,932,656.2500 2.932656 0.4 1.17306250 926,406.2500 0.926406 0.4 0.37056250 2,975,625.0000 2.975625 0.4 1.19025000 3,676,433.0000 3.676433 0.4 1.47057320 1,890,612.9547 1.890613 0.4 0.75624518 2,404,434.6326 2.404435 0.4 0.96177385 2,932,656.2500 2.932656 0.4 1.17306250 3,576,857.6500 3.576858 0.4 1.43074306 2,730,975.6500 2.730976 0.4 1.09239026 926,406.2500 0.926406 0.4 0.37056250 2,802,255.0500 2.802255 0.4 1.12090202 3,628,918.3000 3.628918 0.4 1.45156732 2,975,625.0000 2.975625 0.4 1.19025000 2,818,747.0434 2.818747 0.4 1.12749882 926,406.2500 0.926406 0.4 0.37056250 2,849,921.7962 2.849922 0.4 1.13996872 5,175,625.0000 5.175625 0.4 2.07025000 7,126,042.8129 7.126043 0.4 2.85041713 5,175,624.6791 5.175625 0.4 2.07024987 4,597,185.4997 4.597185 0.4 1.83887420 2,383,309.7555 2.383310 0.4 0.95332390 4,649,207.6033 4.649208 0.4 1.85968304 1,118,682.8643 1.118683 0.4 0.44747315
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Calculo de cargas muertas segunda planta casa unifamiliar
Transcript of Carga Muerta 2 Piso
AREA (mm)2 AREA (m)2 ESPESOR (m) VOLUMEN (m)3 D CONCRETO (KG/m^3)2,400,806.8470 2.400807 0.4 0.96032274 24006,995,681.6121 6.995682 0.4 2.79827264 24001,890,612.9547 1.890613 0.4 0.75624518 24003,576,857.6500 3.576858 0.4 1.43074306 24002,932,656.2500 2.932656 0.4 1.17306250 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,975,625.0000 2.975625 0.4 1.19025000 24003,676,433.0000 3.676433 0.4 1.47057320 24001,890,612.9547 1.890613 0.4 0.75624518 24002,404,434.6326 2.404435 0.4 0.96177385 2400
2,932,656.2500 2.932656 0.4 1.17306250 24003,576,857.6500 3.576858 0.4 1.43074306 24002,730,975.6500 2.730976 0.4 1.09239026 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,802,255.0500 2.802255 0.4 1.12090202 24003,628,918.3000 3.628918 0.4 1.45156732 24002,975,625.0000 2.975625 0.4 1.19025000 24002,818,747.0434 2.818747 0.4 1.12749882 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,849,921.7962 2.849922 0.4 1.13996872 24005,175,625.0000 5.175625 0.4 2.07025000 24007,126,042.8129 7.126043 0.4 2.85041713 24005,175,624.6791 5.175625 0.4 2.07024987 24004,597,185.4997 4.597185 0.4 1.83887420 24002,383,309.7555 2.383310 0.4 0.95332390 24004,649,207.6033 4.649208 0.4 1.85968304 24001,118,682.8643 1.118683 0.4 0.44747315 2400
GRAVEDAD (m/s^2) CARGA (N) CARGA (KN)9,807 22602924.2386 22602.9242399,807 65862383.5871 65862.3835879,807 17799591.5969 17799.5915979,807 33675113.2546 33675.1132559,807 27610137.4500 27610.1374509,807 8721855.4500 8721.8554509,807 28014676.2000 28014.6762009,807 34612587.2938 34612.5872949,807 17799591.5969 17799.5915979,807 22637078.8242 22637.078824
9,807 27610137.4500 27610.1374509,807 33675113.2546 33675.1132559,807 25711371.0716 25711.3710729,807 8721855.4500 8721.8554509,807 26382446.6643 26382.4466649,807 34165249.6974 34165.2496979,807 28014676.2000 28014.6762009,807 26537714.1644 26537.7141649,807 8721855.4500 8721.8554509,807 26831215.7331 26831.2157339,807 48727060.2000 48727.0602009,807 67089697.7915 67089.6977919,807 48727057.1788 48727.0571799,807 43281214.2677 43281.2142689,807 22438194.0213 22438.1940219,807 43770987.8069 43770.9878079,807 10532085.9362 10532.085936
TOTAL CARGA 810273.871830
AREA (mm)2 AREA (m)2 ESPESOR (m) VOLUMEN (m)3 D CONCRETO (KG/m^3)2,400,806.8470 2.400807 0.4 0.96032274 24006,995,681.6121 6.995682 0.4 2.79827264 24001,890,612.9547 1.890613 0.4 0.75624518 24003,576,857.6500 3.576858 0.4 1.43074306 24002,932,656.2500 2.932656 0.4 1.17306250 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,975,625.0000 2.975625 0.4 1.19025000 24003,676,433.0000 3.676433 0.4 1.47057320 24001,890,612.9547 1.890613 0.4 0.75624518 24002,404,434.6326 2.404435 0.4 0.96177385 2400
2,932,656.2500 2.932656 0.4 1.17306250 24003,576,857.6500 3.576858 0.4 1.43074306 24002,730,975.6500 2.730976 0.4 1.09239026 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,802,255.0500 2.802255 0.4 1.12090202 24003,628,918.3000 3.628918 0.4 1.45156732 24002,975,625.0000 2.975625 0.4 1.19025000 24002,818,747.0434 2.818747 0.4 1.12749882 2400926,406.2500 0.926406 0.4 0.37056250 2400
2,849,921.7962 2.849922 0.4 1.13996872 24005,175,625.0000 5.175625 0.4 2.07025000 24007,126,042.8129 7.126043 0.4 2.85041713 24005,175,624.6791 5.175625 0.4 2.07024987 24004,597,185.4997 4.597185 0.4 1.83887420 24002,383,309.7555 2.383310 0.4 0.95332390 24004,649,207.6033 4.649208 0.4 1.85968304 24001,118,682.8643 1.118683 0.4 0.44747315 2400
GRAVEDAD (m/s^2)9,8079,8079,8079,8079,8079,8079,8079,8079,8079,807
9,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,8079,807
Calculo de carga de la losa por metro cuadrado
Material Espesor (m) Peso Volumetrico (Kg/m^3)Enladrillado 0.02 1500Mortero 1 0.015 2100Mortero 2 0.03 2100Relleno 0.12 1200Losa de concreto 0.4 2400Yeso 0.015 1500Carga muerta adicional por concretoCarga muerta adicional por morteo
Total de carga muerta
Se considera carga viva Carga Total= W
Piso 1Tablero 1Area del triangulo (m) 3.5156Carga w (kg/m^2) 1471Lado corto (m) 3.5
Peso area tributaria 1-1 (KG/m) 1477.55645714286
2. Area del Trapecio (m) 4.0803Carga w (kg/m^2) 1471Lado largo (m) 3.65
Peso area tributario 1-2 (KG/m) 1644.41679452055
3.Area del triangulo (m) 3.5156Carga w (kg/m^2) 1471Lado corto (m) 3.5
Peso area tributaria 1-1 (KG/m) 1477.55645714286
4.Area del Trapecio (m) 4.0803Carga w (kg/m^2) 1471Lado largo (m) 3.65
Peso area tributario 1-2 (KG/m) 1644.41679452055
Calculo de carga de la losa por metro cuadrado
W(Kg/m^2)303163
144960
232020
1291
1801471 Lo que pesa cada (m)^2 de la losa
Tablero 2 Tablero 3Area del triangulo (m) 3.5156 Area del triangulo (m)Carga w (kg/m^2) 1471 Carga w (kg/m^2)Lado corto (m) 3.5 Lado corto (m)
Peso area tributaria 2-1 (KG/m) 1477.55646 Peso area tributaria 3-1 (KG/m)
2. 2. Area del Trapecio (m) 4.0803 Area del Trapecio (m)Carga w (kg/m^2) 1471 Carga w (kg/m^2)Lado largo (m) 3.65 Lado largo (m)
Peso area tributario 1-2 (KG/m) 1644.41679 Peso area tributario 3-2 (KG/m)
3. 3Area del triangulo (m) 3.5156 Area del triangulo (m)Carga w (kg/m^2) 1471 Carga w (kg/m^2)Lado corto (m) 3.5 Lado corto (m)
Peso area tributaria 1-1 (KG/m) 1477.55646 Peso area tributaria 2-1 (KG/m)
4. 4.Area del Trapecio (m) 4.0803 Area del Trapecio (m)Carga w (kg/m^2) 1471 Carga w (kg/m^2)Lado largo (m) 3.65 Lado largo (m)
Peso area tributario 1-2 (KG/m) 1644.41679 Peso area tributario 1-2 (KG/m)
Tablero 42.3269 Area del triangulo (m) 0.95
1471 Carga w (kg/m^2) 14712.65 Lado corto (m) 2.65
1291.64902 Peso area tributaria 4-1 (KG/m) 527.339623
2. 3.3934 Area del Trapecio (m) 2.7222
1471 Carga w (kg/m^2) 14713.3 Lado largo (m) 3.5
1512.63376 Peso area tributario 4-2 (KG/m) 1144.10177
3.2.3269 Area del triangulo (m) 0.95
1471 Carga w (kg/m^2) 14712.65 Lado corto (m) 2.65
1291.64902 Peso area tributaria 4-1 (KG/m) 527.339623
4.3.3934 Area del Trapecio (m) 2.7222
1471 Carga w (kg/m^2) 14713.3 Lado largo (m) 3.5
1512.63376 Peso area tributario 4-2 (KG/m) 1144.10177
Tablero 5 Tablero 6Area del triangulo (m) 5.9414 Area del triangulo (m) 1.00433Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 3.3 Lado corto (m) 3.5
Peso area tributaria 5-1 (KG/m) 2648.42406 Peso area tributaria 6-1 (KG/m) 422.105551
2. 2. Area del Trapecio (m) 7.824 Area del Trapecio (m) 2.5597Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado largo (m) 5.25 Lado largo (m) 3.56
Peso area tributario 5-2 (KG/m) 2192.21029 Peso area tributario 6-2 (KG/m) 1057.67379
3. 3.Area del triangulo (m) 5.9414 Area del triangulo (m) 1.00433Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 3.3 Lado corto (m) 3.5
Peso area tributaria 5-3 (KG/m) 2648.42406 Peso area tributaria 6-3 (KG/m) 422.105551
4. 4. Area del Trapecio (m) 7.824 Area del Trapecio (m) 2.5597Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado largo (m) 5.25 Lado largo (m) 3.56
Peso area tributario 5-4 (KG/m) 2192.21029 Peso area tributario 6-4 (KG/m) 1057.67379
Tablero 2-1
Area del triangulo (m) 0.1313551Carga w (kg/m^2) 1471 Area del Trapecio (m) 1.266226Lado corto (m) 0.8 Carga w (kg/m^2) 1471
Lado largo (m) 3.85Peso area tributaria 5-3 (KG/m) 241.52919
Peso area tributario 5-4 (KG/m) 483.796999
Tablero 2-2
Area del triangulo (m) 0.1313551Carga w (kg/m^2) 1471 Area del Trapecio (m) 1.266226Lado corto (m) 0.8 Carga w (kg/m^2) 1471
Lado largo (m) 4Peso area tributaria 5-3 (KG/m) 241.52919
Peso area tributario 5-4 (KG/m) 465.654612
Tablero 2-3
Area del triangulo (m) 3.71 Area del Trapecio (m) 4.0929Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 3.85 Lado largo (m) 4.05
Peso area tributaria 5-3 (KG/m) 1417.50909 Peso area tributario 5-4 (KG/m) 1486.5817
Tablero 2-4
Area del triangulo (m) 1.157593 Area del Trapecio (m) 3.2001Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 2.15 Lado largo (m) 4.05
Peso area tributaria 5-3 (KG/m) 792.008978 Peso area tributario 5-4 (KG/m) 1162.30793
Tablero 2-5
Area del triangulo (m) 3.71 Area del Trapecio (m) 4.0929
Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 3.85 Lado largo (m) 4.05
Peso area tributaria 5-3 (KG/m) 1417.50909 Peso area tributario 5-4 (KG/m) 1486.5817
Tablero 2-6
Area del triangulo (m) 0.224868 Area del Trapecio (m) 1.62Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 0.95 Lado largo (m) 3.85
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tributario 5-4 (KG/m) 618.966234
Tablero 2-7
Area del triangulo (m) 0.224868 Area del Trapecio (m) 0.794667Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 0.95 Lado largo (m) 2.15
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tributario 5-4 (KG/m) 543.700073
Tablero 2-8
Area del triangulo (m) 0.224868 Area del Trapecio (m) 1.62Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 0.95 Lado largo (m) 3.85
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tributario 5-4 (KG/m) 618.966234
Tablero 2-9
Area del triangulo (m) 1.1599263 Area del Trapecio (m) 1.238082Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 2.15 Lado largo (m) 2.25
Peso area tributaria 5-3 (KG/m) 793.605389 Peso area tributario 5-4 (KG/m) 809.430499
Tablero 2-10
Area del triangulo (m) 1.239421 Area del Trapecio (m) 1.845147Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 2.25 Lado largo (m) 2.78
Peso area tributaria 5-3 (KG/m) 810.305907 Peso area tributario 5-4 (KG/m) 976.334977
Tablero 2-11
Area del triangulo (m) 1.239421 Area del Trapecio (m) 1.845147Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 2.25 Lado largo (m) 2.78
Peso area tributaria 5-3 (KG/m) 810.305907 Peso area tributario 5-4 (KG/m) 976.334977
Tablero 2-12
Area del triangulo (m) 1.1599263 Area del Trapecio (m) 1.238082Carga w (kg/m^2) 1471 Carga w (kg/m^2) 1471Lado corto (m) 2.15 Lado largo (m) 2.25
Peso area tributaria 5-3 (KG/m) 793.605389 Peso area tributario 5-4 (KG/m) 809.430499
Tablero 7Area del triangulo (m) 2.8068Carga w (kg/m^2) 1471Lado corto (m) 3.5
Peso area tributaria 6-1 (KG/m) 1179.65794
Tablero 2-1
Area del triangulo (m) 0.1313551Carga w (kg/m^2) 1471 Area del Trap 1.266226Lado corto (m) 0.8 Carga w (kg/ 1471
Lado largo (m 3.85Peso area tributaria 5-3 (KG/m) 241.52919
Peso area tri 483.796999
Tablero 2-2
Area del triangulo (m) 0.1313551Carga w (kg/m^2) 1471 Area del Trap 1.266226Lado corto (m) 0.8 Carga w (kg/ 1471
Lado largo (m 4Peso area tributaria 5-3 (KG/m) 241.52919
Peso area tri 465.654612
Tablero 2-3
Area del triangulo (m) 3.71 Area del Trap 4.0929Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 3.85 Lado largo (m 4.05
Peso area tributaria 5-3 (KG/m) 1417.50909 Peso area tri 1486.5817
Tablero 2-4
Area del triangulo (m) 1.157593 Area del Trap 3.2001Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 2.15 Lado largo (m 4.05
Peso area tributaria 5-3 (KG/m) 792.008978 Peso area tri 1162.30793
Tablero 2-5
Area del triangulo (m) 3.71 Area del Trap 4.0929
Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 3.85 Lado largo (m 4.05
Peso area tributaria 5-3 (KG/m) 1417.50909 Peso area tri 1486.5817
Tablero 2-6
Area del triangulo (m) 0.224868 Area del Trap 1.62Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 0.95 Lado largo (m 3.85
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tri 618.966234
Tablero 2-7
Area del triangulo (m) 0.224868 Area del Trap 0.794667Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 0.95 Lado largo (m 2.15
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tri 543.700073
Tablero 2-8
Area del triangulo (m) 0.224868 Area del Trap 1.62Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 0.95 Lado largo (m 3.85
Peso area tributaria 5-3 (KG/m) 348.190345 Peso area tri 618.966234
Tablero 2-9
Area del triangulo (m) 1.1599263 Area del Trap 1.238082Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 2.15 Lado largo (m 2.25
Peso area tributaria 5-3 (KG/m) 793.605389 Peso area tri 809.430499
Tablero 2-10
Area del triangulo (m) 1.239421 Area del Trap 1.845147Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 2.25 Lado largo (m 2.78
Peso area tributaria 5-3 (KG/m) 810.305907 Peso area tri 976.334977
Tablero 2-11
Area del triangulo (m) 1.239421 Area del Trap 1.845147Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 2.25 Lado largo (m 2.78
Peso area tributaria 5-3 (KG/m) 810.305907 Peso area tri 976.334977
Tablero 2-12
Area del triangulo (m) 1.1599263 Area del Trap 1.238082Carga w (kg/m^2) 1471 Carga w (kg/ 1471Lado corto (m) 2.15 Lado largo (m 2.25
Peso area tributaria 5-3 (KG/m) 793.605389 Peso area tri 809.430499
###
Edificio 4 niveles 10x17
Tablero 5Area del triangulo (m) 5.9414Carga w (kg/m^2) 1471Lado corto (m) 3.3
Peso area tributaria 5-1 (KG/m) 2648.42406
