ALBAÑILERIA LISSETH.xlsx

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Predimensionamiento

LOSA MACIZA

De acuerdo al Reglamento Nacional de Edificaciones -Norma E.060 - Tabla 9.1

TIPO DE LOSALmFACTORESPESORLosa Maciza4.27400.11e=0.121.1UBICACIN :HunucoZONA:21.2N DE PISOS :5ALTURA TPICA:2.5MUROS1.3USO :Vivienda1.4SISTEMA ESTRUCTURAL :Albaileria ConfinadaSe han considerado muros en aparejo de soga y cabeza, construdos con ladrillos king kong 18 huecos hechos a mquina1.6PESO DE LA ALBAILERA :1800kg/cm31.7ALBAILERA :65kg/cm21.8MORTERO :1:01:04cemento: cal: arena1.9CONCRETO :210kg/cm2ESPESOREquivalente1.1ACERO :4200kg/cm20.12513cm1.11RESISTENCIA DEL TERRENO :2.5kg/cm2Muro de soga

VIGAS SOLERAS2.1FACTOR DE ZONA0.32.2FACTOR DE USO12.3FACTOR DE AMPLIFICACIN SSMICA2.52.4PARMETROS DEL SUELO1.22.5COEFICIENTE DE REDUCCIN6EJELLn/10Ln/1201-014.270.430.36PERALTE = 0.40 cm

H0.3H0.5HBw0.350.110.180.15Bmin= 0.20cmCOLUMNAS

C0.150.15

PROYECTO EDIFICACION DE ALBAILERIA CONFINADA 2. PARMETROS PARA EVALUAR LA FUERZA CORTANTE3. PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES 1. DATOS GENERALES DEL PROYECTO

densidad 1erp

4. DENSIDAD DE MUROS4. DENSIDAD DE MUROS

2.1 DENOMINACIN Y LONGITUDES DE LOS MUROS EN DIRECCIN DE "X" (Ver fig.N2)2.1 DENOMINACIN Y LONGITUDES DE LOS MUROS EN DIRECCIN DE "Y" (Ver fig.N2)

MURODIRECCIN XMURODIRECCIN YL(m)t(m)L.T (m2)L(m)t(m)L.T(m2)1X4.050.130.531Y3.350.130.442X2.600.130.342Y2.350.130.313X3.150.130.413Y2.900.130.384X1.900.130.254Y4.450.130.585X1.300.130.175Y3.550.130.466X2.300.130.306Y2.680.130.357X3.800.130.497Y2.100.130.278X3.300.130.438Y1.650.130.219X2.650.130.349Y1.350.130.1810X3.300.130.4310Y2.900.130.3811X1.800.130.2311Y2.000.130.2612X2.850.130.3712Y3.040.130.4013X2.280.130.3013Y2.440.130.3214X3.800.130.4914Y2.750.130.3615X1.500.130.2015Y2.150.130.2816X1.200.130.1616Y1.750.130.235.4317Y3.350.130.4418Y3.810.130.50180 m219Y1.440.130.1920Y2.350.130.315.43CUMPLE CON LA CONDICION 19.b21Y3.700.130.4822Y1.950.130.250.030223Y2.680.130.357.890.0257

180 m2CUMPLE CON LA CONDICION 19.b

7.89

0.0438

0.0257

Y-Y5. METRADO DE CARGAS 5. METRADO DE CARGAS VERIFICACION DE ESFUERZO AXIAL MAXIMO Y MINIMO EN EL EJE Y

DatosPeso volumetrico del concreto armado:2.4ton/m3f'm65kg/cm2650ton/m2Peso volumetrico de la albaileria:1.8ton/m3Peso volumetrico del concreto armado:2.4ton/m3f'm65kg/cm2650ton/m2Peso volumetrico del terrajeo:2Peso volumetrico de la albaileria:1.8ton/m3Acabados :0.1ton/m2Esfuerzo de Compresion 0.2*f'm *(1-(h/35e)*2)0.15* f'mEsfuerzo Maximo Sobrecargas:0.25(ton/m2)(ton/m2)Acabados :0.1ton/m2Espesor de la Losa Maciza(h=0.15cm)0.12mSobrecargas:0.25Viga soleraBase0.20m40.704362801490.753532182197.5okEspesor de la Losa Maciza(h=0.15cm)0.12mAltura0.40m29.884615384690.753532182197.5okViga soleraBase0.20m45.8506631390.753532182197.5okAltura0.40m52.008038029490.753532182197.5okESFUERZO ADMISIBLE EN YVERIFICACION53.269230769290.753532182197.5ok29.884615384690.753532182197.5okMUROLESPESORArea de muro HArea tributariaP.ESPCFPESO MUROPESO LOSAPESO ACABADOPESO SOLERA SOBRECARGAPeso TipicoAzoteaPiso TipicoServicioAzotea ServicioN Pisos tipicosAZOTEATotal Muro67.077289377390.753532182197.5okP. Viva (Ton)P. Viva (Ton)Pd (Ton)P. L. (Ton)PD+ PL (ton)Pd (Ton)P. L. (Ton)PD+ PL (ton)PD + PL (ton)41.647785547890.753532182197.5ok(m)(m)(m2)(m)(ton)(ton)(ton)(ton)(ton/m2)62.449857549990.753532182197.5okY13.350.130.442.501.551.81.959750.450.1550.64320.250.38750.1553.204350.38753.591853.204350.163.359354117.7267567.461273209590.753532182197.5okY22.350.130.312.500.001.81.374750.000.000.45120.25001.8259501.825951.825950.001.82595419.1297572.327692307790.753532182197.5okY32.900.130.382.501.981.81.69650.570.200.55680.250.4950.1983.021540.4953.516543.021540.203.219544117.285775.576923076990.753532182197.5okY44.450.130.582.504.211.82.603251.210.420.85440.251.05250.4215.091131.05256.143635.091130.425.512134130.0866566.97414880290.753532182197.5okY53.550.130.462.503.551.82.076751.020.360.68160.250.88750.3554.135750.88755.023254.135750.364.490754124.5837544.595664335790.753532182197.5okY62.680.130.352.500.001.81.56780.000.000.514560.25002.0823602.082362.082360.002.082364110.411877.306440071690.753532182197.5okY72.100.130.272.503.341.81.22850.960.330.40320.250.8350.3342.927620.8353.762622.927620.333.261624118.312129.884615384690.753532182197.5okY81.650.130.212.500.831.80.965250.240.080.31680.250.20750.0831.604090.20751.811591.604090.081.68709418.9334529.884615384690.753532182197.5okY91.350.130.182.501.881.80.789750.540.190.25920.250.470.1881.778390.472.248391.778390.191.966394110.9599550.261760549290.753532182197.5okY102.900.130.382.504.661.81.69651.340.470.55680.251.1650.4664.061381.1655.226384.061380.474.527384125.432938.653846153890.753532182197.5okY112.000.130.262.503.631.81.171.050.360.3840.250.90750.3632.962440.90753.869942.962440.363.325444118.805229.884615384690.753532182197.5okY123.040.130.402.505.941.81.77841.710.590.583680.251.4850.5944.66681.4856.15184.66680.595.26084129.86849.729937629990.753532182197.5okY132.440.130.322.503.871.81.42741.110.390.468480.250.96750.3873.397440.96754.364943.397440.393.784444121.244238.998619329490.753532182197.5okY142.750.130.362.501.731.81.608750.500.170.5280.250.43250.1732.807990.43253.240492.807990.172.980994115.9429542.973019517890.753532182197.5okY152.150.130.282.504.361.81.257751.260.440.41280.251.090.4363.362231.094.452233.362230.443.798234121.60715Y161.750.130.22752.500.001.81.023750.000.000.3360.25001.3597501.359751.359750.001.35975416.79875Y173.350.130.43552.500.001.81.959750.000.000.64320.25002.6029502.602952.602950.002.602954113.01475Y183.810.130.49532.503.321.82.228850.960.330.731520.250.830.3324.248530.835.078534.248530.334.580534124.89465Y191.440.130.18722.500.541.80.84240.160.050.276480.250.1350.0541.32840.1351.46341.32840.051.3824417.236Y202.350.130.30552.500.001.81.374750.000.000.45120.25001.8259501.825951.825950.001.82595419.12975Y213.700.130.4812.503.141.82.16450.900.310.71040.250.7850.3144.093220.7854.878224.093220.314.407224123.9201Y221.950.130.25352.500.761.81.140750.220.080.37440.250.190.0761.810030.192.000031.810030.081.88603419.88615Y232.680.130.34842.501.501.81.56780.430.150.514560.250.3750.152.664360.3753.039362.664360.152.814364114.9718

6.8068m230.630613.072324.53910.0531211.34754.539

0.03781555560.02

X-X5. METRADO DE CARGAS 5. METRADO DE CARGAS VERIFICACION DE ESFUERZO AXIAL MAXIMO Y MINIMO EN EL EJE X

DatosPeso volumetrico del concreto armado:2.40ton/m3f'm65kg/cm2650ton/m2Peso volumetrico del concreto armado:2.40ton/m3f'm65kg/cm2650ton/m2Peso volumetrico de la albaileria:1.80ton/m3Acabados :0.10ton/m2Sobrecargas:0.25Acabados :0.10ton/m2Espesor de la Losa Maciza(h=0.15cm)0.12mSobrecargas:0.25Viga soleraBase0.20mEsfuerzo de Compresion 0.2*f'm *(1-(h/35e)*2)0.15* f'mEsfuerzo Maximo Peso propio de Losa Maciza0.12mAltura0.40m(ton/m2)(ton/m2)Viga soleraBase0.20mAltura0.40mVERIFICACION 50.497720797790.753532182197.5okESFUERZO ADMISIBLE EN X29.884615384690.753532182197.5ok50.299755799890.753532182197.5okMUROLESPESORArea de muro HArea tributariaP.ESPCFPESO MUROPESO LOSAPESO ACABADOPESO SOLERA SOBRECARGAPeso TipicoAzoteaPiso TipicoServicioAzotea ServicioN Pisos tipicosAZOTEATotal Muro72.346153846290.753532182197.5okP. Viva (Ton)P. Viva (Ton)Pd (Ton)P. L. (Ton)PD+ PL (ton)Pd (Ton)P. L. (Ton)PD+ PL (ton)PD + PL (ton)48.772189349190.753532182197.5ok(m)(m)(m2)(m)(ton)(ton)(ton)(ton)(ton/m2)52.659197324490.753532182197.5ok1X4.050.130.52652.503.571.82.3691.0280.3570.7780.2500.8930.3574.5320.8935.4254.5320.3574.8894126.5870561.084615384690.753532182197.5ok2X2.600.130.3382.500.001.81.5210.0000.0000.4990.2500.0000.0002.0200.0002.0202.0200.0002.0204110.10163.827738927790.753532182197.5ok3X3.150.130.40952.502.751.81.8430.7920.2750.6050.2500.6880.2753.5150.6884.2023.5150.2753.7904120.5977557.769666182990.753532182197.5ok4X1.900.130.2472.503.451.81.1120.9940.3450.3650.2500.8630.3452.8150.8633.6772.8150.3453.1604117.869563.119114219190.753532182197.5ok5X1.300.130.1692.501.051.80.7610.3020.1050.2500.2500.2630.1051.4180.2631.6801.4180.1051.523418.242555.997435897490.753532182197.5ok6X2.300.130.2992.502.241.81.3460.6450.2240.4420.2500.5600.2242.6560.5603.2162.6560.2242.8804115.745166.725641025690.753532182197.5ok7X3.800.130.4942.505.071.82.2231.4600.5070.7300.2501.2680.5074.9201.2686.1874.9200.5075.4274130.175869.064102564190.753532182197.5ok8X3.300.130.4292.504.791.81.9311.3800.4790.6340.2501.1980.4794.4231.1985.6204.4230.4794.9024127.382146.992307692390.753532182197.5ok9X2.650.130.34452.503.161.81.5500.9100.3160.5090.2500.7900.3163.2850.7904.0753.2850.3163.6014119.9016584.760512820590.753532182197.5ok10X3.300.130.4292.504.691.81.9311.3510.4690.6340.2501.1730.4694.3841.1735.5564.3840.4694.8534127.078182.233333333390.753532182197.5ok11X1.800.130.2342.502.011.81.0530.5790.2010.3460.2500.5030.2012.1780.5032.6812.1780.2012.3794113.103412X2.850.130.37052.504.491.81.6671.2930.4490.5470.2501.1230.4493.9571.1235.0793.9570.4494.4064124.7218513X2.280.130.29642.503.821.81.3341.1000.3820.4380.2500.9550.3823.2540.9554.2093.2540.3823.6364120.470614X3.800.130.4942.502.781.82.2230.8010.2780.7300.2500.6950.2784.0310.6954.7264.0310.2784.3094123.214215X1.500.130.1952.501.521.80.8780.4380.1520.2881.2501.9000.1521.7551.9003.6551.7550.1521.9074116.528316X1.200.130.1562.501.161.80.7020.3340.1160.2301.2501.4500.1161.3821.4502.8321.3820.1161.4984112.82845.0804m212.634564.3877.5033610.96754.387

0.02822444440.02

PARAMETROS6. PARAMETROS SISMICOS CATEGORIA EDIFICIOFACTOR UA1.5B1.3C1.0D0.6ZONA SISMICAZ

10.1520.3030.40TIPO DE SUELOTP (s)S

S10.401S20.601.2S30.901.4S41.300.9RCoef RegularR3Acero, Arriostres en Cruz6.000R2Acero, Arriostres Excntricos6.500R1Acero, Porticos Ductiles con Uniones Resistentes a Momentos9.500R8Albaileria Armada o Confinada3.000R6Concreto Armado, de Muros Estructurales6.000R5Concreto Armado, Dual7.000R4Concreto Armado, Porticos8.000R9Madera (Por Esfuerzos Admi