PREDIMENSIONAMIENTO DE LA ESTRUCTURA ANTONIO BLANCO BLASCO VIGA PRINCIPAL PAG. 39 Y 40 Peralte entre L/10 , L/11 y L/12 Dimenciones Usuales de vigas 25x50, 30x50 25x60, 30x60, 40x60 25x70, 30x70, 40x70, 50x70 30x75, 40x75, 30x80, 40x80 30x85, 30x90, 40x85, 40x90 PERALTE DE VIGA = L/10 Luz mayor = 5 mt h= 0.5 mt mt DIMENSIONES = 0.3 x 0.5 0.5 0.3 COLUMNAS PAG. 42 Edificios no mayores a 4 pisos, salvo que tengan luces mayores a 7 DIMENSIONES : 35x35 40x40 0.5 25x50 30x60 30x40 0.3 30x50 LOZAS PAG. 20 Lozas Aligeradas En el Peru los aligeraos son de 17 cms., 20 cms, 25 cms Ya que los ladrillos que se fabrican son de 12, 15, 20 Pag. 35 y 36 Predimencionamiento de Lozas A.- Losas Aligeradas una solo direccion h = 17 cms. Luces menos de 4 mts. h = 20 cms. Luces comprendidas entre 4 y 5.5 mts h = 25 cms. Luces comprendidas entre 5 y 6.5 mts L ≤ 5.5 mt L ≤ 6.5 mt L ≤ 7.5 mt L ≤ 8.5 mt L ≤ 9.5 mt
predimensionamientoPREDIMENSIONAMIENTO DE LA ESTRUCTURA
ANTONIO BLANCO BLASCOVIGA PRINCIPALVSPAG. 39 Y 40Peralte entre L/10
, L/11 y L/12VPDimenciones Usuales de vigasL 5.5 mts.25x50, 30x50L
6.5 mts.25x60, 30x60, 40x60L 7.5 mts.25x70, 30x70, 40x70, 50x70L
8.5 mts.30x75, 40x75, 30x80, 40x80L 9.5 mts.30x85, 30x90, 40x85,
40x90PERALTE DE VIGA = L/10Luz mayor =5mth= 0.5mtmtDIMENSIONES
=0.3x0.50.50.3COLUMNASPAG. 42Edificios no mayores a 4 pisos, salvo
que tengan luces mayores a 7DIMENSIONES
:35x3540x400.525x5030x6030x400.330x50LOZASPAG. 20Lozas AligeradasEn
el Peru los aligeraos son de 17 cms., 20 cms, 25 cms y 30 cms.Ya
que los ladrillos que se fabrican son de 12, 15, 20 y 25 cms.Pag.
35 y 36Predimencionamiento de LozasA.-Losas Aligeradas una solo
direccionh = 17 cms.Luces menos de 4 mts.h = 20 cms.Luces
comprendidas entre 4 y 5.5 mtsh = 25 cms.Luces comprendidas entre 5
y 6.5 mtsh = 30 cms.Luces comprendidas entre 6 y 7.5 mts*NOTA:
Incluye los 5cms de la loza supurior y el espesor del ladrillo del
techo, los ladrillos seran de 12, 15, 20 y 25 cms.Pag. 37 B.-Losas
Aligeradas dos direccionh = 25 cms.Luces comprendidas entre 6.5 y
7.5 mtsh = 30 cms.Luces comprendidas entre 7 y 8.5 mtsPag. 38
C.-Losas macizas una direccionh=12 o 13cmPara luces menores o
iguales a 4 mtsh=15cmPara luces menores o iguales a 5.5
mtsh=20cmPara luces menores o iguales a 6.5 mtsh=25cmPara luces
menores o iguales a 7.5 mtsPag. 38 D.-Losas macizas dos
direccionPerimetro=18mtsDimencionamiento=Per/180Dimencionamiento=0.1cms.ANCHO
DE LA BASE = L/20Luz menor =4.8a =0.24a =0.3
carga vivaPISO
N1ELEMENTOthLPePXYPXPYC10.503.000.302.401.080.100.000.110.00C20.503.000.302.401.084.400.004.750.00C30.503.000.302.401.088.400.009.070.00C40.503.000.302.401.0811.900.0012.850.00C50.503.000.302.401.0816.700.0018.040.00C60.503.000.302.401.080.105.000.115.40C70.503.000.302.401.084.405.004.755.40C80.503.000.302.401.088.405.009.075.40C90.503.000.302.401.0811.905.0012.855.40C100.503.000.302.401.0816.705.0018.045.40C110.503.000.302.401.080.1010.000.1110.80C120.503.000.302.401.084.4010.004.7510.80C130.503.000.302.401.088.4010.009.0710.80C140.503.000.302.401.0811.9010.0012.8510.80C150.503.000.302.401.0816.7010.0018.0410.80C160.503.000.302.401.080.1015.000.1116.20C170.503.000.302.401.084.4015.004.7516.20C180.503.000.302.401.088.4015.009.0716.20C190.503.000.302.401.0811.9015.0012.8516.20C200.503.000.302.401.0816.7015.0018.0416.20C210.503.000.302.401.080.1020.000.1121.60C220.503.000.302.401.084.4020.004.7521.60C230.503.000.302.401.088.4020.009.0721.60C240.503.000.302.401.0811.9020.0012.8521.60C250.503.000.302.401.0816.7020.0018.0421.60V10.300.503.752.401.352.250.003.040.00V20.300.503.452.401.246.400.007.950.00V30.300.503.002.401.0810.150.0010.960.00V40.300.504.252.401.5314.300.0021.880.00V50.300.503.752.401.352.255.003.046.75V60.300.503.452.401.246.405.007.956.21V70.300.503.002.401.0810.155.0010.965.40V80.300.504.252.401.5314.305.0021.887.65V90.300.503.752.401.352.2510.003.0413.50V100.300.503.452.401.246.4010.007.9512.42V110.300.503.002.401.0810.1510.0010.9610.80V120.300.504.252.401.5314.3010.0021.8815.30V130.300.503.752.401.352.2515.003.0420.25V140.300.503.452.401.246.4015.007.9518.63V150.300.503.002.401.0810.1515.0010.9616.20V160.300.504.252.401.5314.3015.0021.8822.95V170.300.503.752.401.352.2520.003.0427.00V180.300.503.452.401.246.4020.007.9524.84V190.300.503.002.401.0810.1520.0010.9621.60V200.300.504.252.401.5314.3020.0021.8830.60V210.300.604.652.402.010.002.500.005.02V220.300.604.652.402.010.007.500.0015.07V230.300.604.652.402.010.0012.500.0025.11V240.300.604.652.402.010.0017.500.0035.15V250.300.604.652.402.012.252.504.525.02V260.300.604.652.402.012.257.504.5215.07V270.300.604.652.402.012.2512.504.5225.11V280.300.604.652.402.012.2517.504.5235.15V290.300.604.652.402.016.402.5012.865.02V300.300.604.652.402.016.407.5012.8615.07V310.300.604.652.402.016.4012.5012.8625.11V320.300.604.652.402.016.4017.5012.8635.15V330.300.604.652.402.0110.152.5020.395.02V340.300.604.652.402.0110.157.5020.3915.07V350.300.604.652.402.0110.1512.5020.3925.11V360.300.604.652.402.0110.1517.5020.3935.15V370.300.604.652.402.0114.302.5028.735.02V380.300.604.652.402.0114.307.5028.7315.07V390.300.604.652.402.0114.3012.5028.7325.11V400.300.604.652.402.0114.3017.5028.7335.15T10.152.33.81.82.3598-0.0751.93-0.1769854.554414T20.152.33.81.82.3598-0.0757.92-0.17698518.689616T30.152.33.81.82.3598-0.07512.08-0.17698528.506384T40.152.33.81.82.3598-0.07517.92-0.17698542.287616T50.152.83.671.82.774528.5752.0123.7915095.5767852T60.152.82.821.82.131928.5757.5618.28121416.1173152T70.152.82.821.82.131928.57512.5618.28121426.7769152T80.152.83.671.82.774528.57517.9823.79150949.8858696T90.152.83.671.82.7745211.7252.0132.5312475.5767852T100.152.83.671.82.7745211.7257.98532.53124722.1545422T110.152.84.651.83.515411.72512.541.21806543.9425T120.152.83.671.82.7745211.72517.98532.53124749.8997422T130.152.33.81.82.359816.8751.9339.8216254.554414T140.152.33.81.82.359816.8757.9239.82162518.689616T150.152.33.81.82.359816.87512.0839.82162528.506384T160.152.33.81.82.359816.87517.9239.82162542.287616T170.152.83.751.82.8352.250.006.378750T180.152.83.451.82.60826.400.0016.692480T-18A0.152.801.8010.150.0000T190.152.84.251.83.21314.300.0045.94590T200.152.83.751.82.8352.2556.3787514.175T210.152.83.451.82.60826.40516.6924813.041T220.152.84.251.83.21314.30545.945916.065T230.152.83.751.82.8352.25106.3787528.35T240.152.83.451.82.60826.401016.6924826.082T250.152.83.751.82.8352.25156.3787542.525T260.152.83.451.82.60826.401516.6924839.123T270.152.84.251.83.21314.301545.945948.195T280.152.83.751.82.8352.25206.3787556.7T290.152.83.451.82.60826.402016.6924852.164T300.151.32.951.81.0354510.152010.509817520.709T310.152.84.251.83.21314.302045.945964.26PL-010.152.80.852.40.8568-0.0754.425-0.064263.79134PL-020.152.80.852.40.8568-0.0755.575-0.064264.77666PL-030.152.80.8500-0.0759.8500PL-040.152.80.8500-0.0751100PL-050.152.80.852.40.8568-0.07514.425-0.0642612.35934PL-060.152.80.852.40.8568-0.07515.575-0.0642613.34466PL-070.152.80.852.40.85688.5759.4257.347068.07534PL-080.152.80.852.40.85688.57514.4257.3470612.35934PL-090.152.80.852.40.856816.84.42514.394243.79134PL-100.152.80.852.40.856816.85.57514.394244.77666PL-110.152.80.852.4016.89.8500PL-120.152.80.852.4016.81100PL-130.152.80.852.40.856816.814.42514.3942412.35934PL-140.152.80.852.40.856816.815.57514.3942413.34466TOTAL=183.387691472.401850.23XCM=
PX =8.028897902 PCentro de masaYCM= PY =10.0891951624 PMetrado de
LosaatPePtP118.80.202.48.7984P218.80.202.48.7984P318.80.202.48.7984P418.80.202.48.7984P517.390.202.48.13852P617.390.202.48.13852P717.390.202.48.13852P817.390.202.48.13852P915.040.202.47.03872P1015.040.202.47.03872P1115.040.202.47.03872P1215.040.202.47.03872P1321.150.202.49.8982P1421.150.202.49.8982P1521.150.202.49.8982P1621.150.202.49.8982135.49536Carga
muerta de la Estructura (CM)Por PisoP+Pt=318.88305tnCarga Viva de
la estructura para colegio es de 250 kg y para corredores 400
kgpag. 202AulasCV=Arean*0.25Area de aulas =
S1+S2+S3+S4+S5S1=S2=S3=S4=S5=41.20M2LaboratorioCV=Arean*0.25Area de
Laboratiro = S6S6=49.09M2BaosCV=Arean*0.3Area de Baos =
B1B1=24.30M2CorredoresCV=Arean*0.4Area de Corredor =
P1P1=60.22M2CVAULAS=51.5CVLANORATORIO=12.3CVBAO=7.3CVCORREDOR=24.1CVTOTAL=95.1505tnDeacuerdo
a la categoria de la estructura se utiliza un % de la carga viva
e.030 Tabla N3 pagina 211Los colegios estan considerados en la
categoria A el cual se toma el 50% de la carga viva pagina 212 item
16.3CV=CV1+2*0.5CV=47.57525tnPeso total de la estructura para el 1
pisoPt=CM+CVPt=366.4583PISO
N2ELEMENTOthLPePXYPXPYC10.52.80.32.41.0080.100.10080C20.52.80.32.41.0084.404.43520C30.52.80.32.41.0088.408.46720C40.52.80.32.41.00811.9011.99520C50.52.80.32.41.00816.7016.83360C60.52.80.32.41.0080.150.10085.04C70.52.80.32.41.0084.454.43525.04C80.52.80.32.41.0088.458.46725.04C90.52.80.32.41.00811.9511.99525.04C100.52.80.32.41.00816.7516.83365.04C110.52.80.32.41.0080.1100.100810.08C120.52.80.32.41.0084.4104.435210.08C130.52.80.32.41.0088.4108.467210.08C140.52.80.32.41.00811.91011.995210.08C150.52.80.32.41.00816.71016.833610.08C160.52.80.32.41.0080.1150.100815.12C170.52.80.32.41.0084.4154.435215.12C180.52.80.32.41.0088.4158.467215.12C190.52.80.32.41.00811.91511.995215.12C200.52.80.32.41.00816.71516.833615.12C210.52.80.32.41.0080.1200.100820.16C220.52.80.32.41.0084.4204.435220.16C230.52.80.32.41.0088.4208.467220.16C240.52.80.32.41.00811.92011.995220.16C250.52.80.32.41.00816.72016.833620.16V10.300.503.752.401.352.250.003.03750V20.300.503.452.401.2426.400.007.94880V30.300.503.002.401.0810.150.0010.9620V40.300.504.252.401.5314.300.0021.8790V50.300.503.752.401.352.255.003.03756.75V60.300.503.452.401.2426.405.007.94886.21V70.300.503.002.401.0810.155.0010.9625.4V80.300.504.252.401.5314.305.0021.8797.65V90.300.503.752.401.352.2510.003.037513.5V100.300.503.452.401.2426.4010.007.948812.42V110.300.503.002.401.0810.1510.0010.96210.8V120.300.504.252.401.5314.3010.0021.87915.3V130.300.503.752.401.352.2515.003.037520.25V140.300.503.452.401.2426.4015.007.948818.63V150.300.503.002.401.0810.1515.0010.96216.2V160.300.504.252.401.5314.3015.0021.87922.95V170.300.503.752.401.352.2520.003.037527V180.300.503.452.401.2426.4020.007.948824.84V190.300.503.002.401.0810.1520.0010.96221.6V200.300.504.252.401.5314.3020.0021.87930.6V210.300.604.652.402.00880.002.5005.022V220.300.604.652.402.00880.007.50015.066V230.300.604.652.402.00880.0012.50025.11V240.300.604.652.402.00880.0017.50035.154V250.300.604.652.402.00882.252.504.51985.022V260.300.604.652.402.00882.257.504.519815.066V270.300.604.652.402.00882.2512.504.519825.11V280.300.604.652.402.00882.2517.504.519835.154V290.300.604.652.402.00886.402.5012.856325.022V300.300.604.652.402.00886.407.5012.8563215.066V310.300.604.652.402.00886.4012.5012.8563225.11V320.300.604.652.402.00886.4017.5012.8563235.154V330.300.604.652.402.008810.152.5020.389325.022V340.300.604.652.402.008810.157.5020.3893215.066V350.300.604.652.402.008810.1512.5020.3893225.11V360.300.604.652.402.008810.1517.5020.3893235.154V370.300.604.652.402.008814.302.5028.725845.022V380.300.604.652.402.008814.307.5028.7258415.066V390.300.604.652.402.008814.3012.5028.7258425.11V400.300.604.652.402.008814.3017.5028.7258435.154T10.152.13.81.82.1546-0.0751.93-0.1615954.158378T20.152.13.81.82.1546-0.0757.92-0.16159517.064432T30.152.13.81.82.1546-0.07512.08-0.16159526.027568T40.152.13.81.82.1546-0.07517.92-0.16159538.610432T50.152.63.671.82.576348.5752.0122.09211555.1784434T60.152.62.821.81.979648.5757.5616.97541314.9660784T70.152.62.821.81.979648.57512.5616.97541324.8642784T80.152.63.671.82.576348.57517.9822.092115546.3225932T90.152.63.671.82.5763411.7252.0130.20758655.1784434T100.152.63.671.82.5763411.7257.98530.207586520.5720749T110.152.64.651.83.264311.72512.538.273917540.80375T120.152.63.671.82.5763411.72517.98530.207586546.3354749T130.152.13.81.82.154616.8751.9336.3588754.158378T140.152.13.81.82.154616.8757.9236.35887517.064432T150.152.13.81.82.154616.87512.0836.35887526.027568T160.152.13.81.82.154616.87517.9236.35887538.610432T170.152.63.751.82.63252.250.005.9231250T180.152.63.451.82.42196.400.0015.500160T-18A0.152.600010.150.0000T190.152.64.251.82.983514.300.0042.664050T200.152.63.751.82.63252.2555.92312513.1625T210.152.63.451.82.42196.40515.5001612.1095T220.152.64.251.82.983514.30542.6640514.9175T230.152.63.751.82.63252.25105.92312526.325T240.152.63.451.82.42196.401015.5001624.219T250.152.63.751.82.63252.25155.92312539.4875T260.152.63.451.82.42196.401515.5001636.3285T270.152.64.251.82.983514.301542.6640544.7525T280.152.63.751.82.63252.25205.92312552.65T290.152.63.451.82.42196.402015.5001648.438T300.151.12.951.80.8761510.15208.892922517.523T310.152.64.251.82.983514.302042.6640559.67PL-010.152.60.852.40.7956-0.0754.425-0.059673.52053PL-020.152.60.852.40.7956-0.0755.575-0.059674.43547PL-030.152.60.8500-0.0759.8500PL-040.152.60.8500-0.0751100PL-050.152.60.852.40.7956-0.07514.425-0.0596711.47653PL-060.152.60.852.40.7956-0.07515.575-0.0596712.39147PL-070.152.60.852.40.79568.5759.4256.822277.49853PL-080.152.60.852.40.79568.57514.4256.8222711.47653PL-090.152.60.852.40.795616.84.42513.366083.52053PL-100.152.60.852.40.795616.85.57513.366084.43547PL-110.152.60.850016.89.8500PL-120.152.60.850016.81100PL-130.152.60.852.40.795616.814.42513.3660811.47653PL-140.152.60.852.40.795616.815.57513.3660812.39147TOTAL=174.766231399.61820151762.0088166XCM=
PX =8.0085162992 PCentro de masaYCM= PY =10.0820897527 PMetrado de
LosaatPePtP118.80.202.48.7984P218.80.202.48.7984P318.80.202.48.7984P418.80.202.48.7984P517.390.202.48.13852P617.390.202.48.13852P717.390.202.48.13852P817.390.202.48.13852P915.040.202.47.03872P1015.040.202.47.03872P1115.040.202.47.03872P1215.040.202.47.03872P1321.150.202.49.8982P1421.150.202.49.8982P1521.150.202.49.8982P1621.150.202.49.8982135.49536Carga
muerta de la Estructura (CM)Por PisoP+Pt=310.26159tnCarga Viva de
la estructura para colegio es de 250 kg y para corredores 400
kgpag. 202AulasCV=Arean*0.25Area de aulas =
S1+S2+S3+S4+S5S1=S2=S3=S4=S5=41.20M2LaboratorioCV=Arean*0.25Area de
Laboratiro = S6S6=49.09M2BaosCV=Arean*0.3Area de Baos =
B1B1=24.30M2CorredoresCV=Arean*0.4Area de Corredor =
P1P1=60.22M2CVAULAS=51.5CVLANORATORIO=12.3CVBAO=7.3CVCORREDOR=24.1CVTOTAL=95.1505tnDeacuerdo
a la categoria de la estructura se utiliza un % de la carga viva
e.030 Tabla N3 pagina 211Los colegios estan considerados en la
categoria A el cual se toma el 50% de la carga viva pagina 212 item
16.3CV=CV1+2*0.5CV=47.57525tnPeso total de la estructura para el 2
pisoPt=CM+CVPt=357.83684PISO
N3ELEMENTOthLPePXYPXPYC10.52.30.32.40.8280.100.08280C20.52.30.32.40.8284.403.64320C30.52.30.32.40.8288.406.95520C40.52.30.32.40.82811.909.85320C50.52.30.32.40.82816.7013.82760C60.52.30.32.40.8280.150.08284.14C70.51.30.32.40.4684.452.05922.34C80.51.30.32.40.4688.453.93122.34C90.51.30.32.40.46811.955.56922.34C100.52.30.32.40.82816.7513.82764.14C110.52.30.32.40.8280.1100.08288.28C120.51.30.32.40.4684.4102.05924.68C130.51.30.32.40.4688.4103.93124.68C140.51.30.32.40.46811.9105.56924.68C150.52.30.32.40.82816.71013.82768.28C160.52.30.32.40.8280.1150.082812.42C170.51.30.32.40.4684.4152.05927.02C180.51.30.32.40.4688.4153.93127.02C190.51.30.32.40.46811.9155.56927.02C200.52.30.32.40.82816.71513.827612.42C210.52.30.32.40.8280.1200.082816.56C220.52.30.32.40.8284.4203.643216.56C230.52.30.32.40.8288.4206.955216.56C240.52.30.32.40.82811.9209.853216.56C250.52.30.32.40.82816.72013.827616.56V10.300.503.752.401.352.250.003.03750V20.300.503.452.401.2426.400.007.94880V30.300.503.002.401.0810.150.0010.9620V40.300.504.252.401.5314.300.0021.8790V50.300.503.752.401.352.255.003.03756.75V60.300.503.452.401.2426.405.007.94886.21V70.300.503.002.401.0810.155.0010.9625.4V80.300.504.252.401.5314.305.0021.8797.65V90.300.503.752.401.352.2510.003.037513.5V100.300.503.452.401.2426.4010.007.948812.42V110.300.503.002.401.0810.1510.0010.96210.8V120.300.504.252.401.5314.3010.0021.87915.3V130.300.503.752.401.352.2515.003.037520.25V140.300.503.452.401.2426.4015.007.948818.63V150.300.503.002.401.0810.1515.0010.96216.2V160.300.504.252.401.5314.3015.0021.87922.95V170.300.503.752.401.352.2520.003.037527V180.300.503.452.401.2426.4020.007.948824.84V190.300.503.002.401.0810.1520.0010.96221.6V200.300.504.252.401.5314.3020.0021.87930.6V210.300.604.652.402.00880.002.5005.022V220.300.604.652.402.00880.007.50015.066V230.300.604.652.402.00880.0012.50025.11V240.300.604.652.402.00880.0017.50035.154V250.300.604.652.402.00882.252.504.51985.022V260.300.604.652.402.00882.257.504.519815.066V270.300.604.652.402.00882.2512.504.519825.11V280.300.604.652.402.00882.2517.504.519835.154V290.300.604.652.402.00886.402.5012.856325.022V300.300.604.652.402.00886.407.5012.8563215.066V310.300.604.652.402.00886.4012.5012.8563225.11V320.300.604.652.402.00886.4017.5012.8563235.154V330.300.604.652.402.008810.152.5020.389325.022V340.300.604.652.402.008810.157.5020.3893215.066V350.300.604.652.402.008810.1512.5020.3893225.11V360.300.604.652.402.008810.1517.5020.3893235.154V370.300.604.652.402.008814.302.5028.725845.022V380.300.604.652.402.008814.307.5028.7258415.066V390.300.604.652.402.008814.3012.5028.7258425.11V400.300.604.652.402.008814.3017.5028.7258435.154T10.151.63.81.81.6416-0.0751.93-0.123123.168288T20.151.63.81.81.6416-0.0757.92-0.1231213.001472T30.151.63.81.81.6416-0.07512.08-0.1231219.830528T40.151.63.81.81.6416-0.07517.92-0.1231229.417472T50.152.13.671.82.080898.5752.0117.843631754.1825889T60.152.12.821.81.598948.5757.5613.710910512.0879864T70.152.12.821.81.598948.57512.5613.710910520.0826864T80.152.13.671.82.080898.57517.9817.8436317537.4144022T90.152.13.671.82.0808911.7252.0124.398435254.1825889T100.152.13.671.82.0808911.7257.98524.3984352516.61590665T110.152.14.651.82.6365511.72512.530.9135487532.956875T120.152.13.671.82.0808911.72517.98524.3984352537.42480665T130.151.63.81.81.641616.8751.9327.7023.168288T140.151.63.81.81.641616.8757.9227.70213.001472T150.151.63.81.81.641616.87512.0827.70219.830528T160.151.63.81.81.641616.87517.9227.70229.417472T170.152.13.751.82.126252.250.004.78406250T180.152.13.451.81.956156.400.0012.519360T-18A0.15001.8010.150.0000T190.152.14.251.82.4097514.300.0034.4594250T200.151.33.751.81.316252.2552.96156256.58125T210.151.33.451.81.210956.4057.750086.05475T220.151.34.251.81.4917514.30521.3320257.45875T230.151.33.751.81.316252.25102.961562513.1625T240.151.33.451.81.210956.40107.7500812.1095T250.151.33.751.81.316252.25152.961562519.74375T260.151.33.451.81.210956.40157.7500818.16425T270.151.34.251.81.4917514.301521.33202522.37625T280.152.13.751.82.126252.25204.784062542.525T290.152.13.451.81.956156.402012.5193639.123T300.150.82.951.80.637210.15206.4675812.744T310.152.14.251.82.4097514.302034.45942548.195PL-010.151.30.852.40.3978-0.0754.425-0.0298351.760265PL-020.151.30.852.40.3978-0.0755.575-0.0298352.217735PL-030.151.30.8500-0.0759.8500PL-040.151.30.8500-0.0751100PL-050.151.30.852.40.3978-0.07514.425-0.0298355.738265PL-060.151.30.852.40.3978-0.07515.575-0.0298356.195735PL-070.151.30.852.40.39788.5759.4253.4111353.749265PL-080.151.30.852.40.39788.57514.4253.4111355.738265PL-090.151.30.852.40.397816.84.4256.683041.760265PL-100.151.30.852.40.397816.85.5756.683042.217735PL-110.151.30.850016.89.8500PL-120.151.30.850016.81100PL-130.151.30.852.40.397816.814.4256.683045.738265PL-140.151.30.852.40.397816.815.5756.683046.195735TOTAL=141.182281125.99642151421.7928911XCM=
PX =7.9754797946 PCentro de masaYCM= PY =10.0706185727 PMetrado de
LosaatPePtP118.80.202.48.7984P218.80.202.48.7984P318.80.202.48.7984P418.80.202.48.7984P517.390.202.48.13852P617.390.202.48.13852P717.390.202.48.13852P817.390.202.48.13852P915.040.202.47.03872P1015.040.202.47.03872P1115.040.202.47.03872P1215.040.202.47.03872P1321.150.202.49.8982P1421.150.202.49.8982P1521.150.202.49.8982P1621.150.202.49.8982135.49536Carga
muerta de la Estructura (CM)Por Piso10P+Pt=266.67764tnCarga Viva de
la estructura para los techos se considera 100kg item 7.01pag.
202AulasCV=Arean*0.10Area de aulas =
S1+S2+S3+S4+S5S1=S2=S3=S4=S5=41.20M2LaboratorioCV=Arean*0.10Area de
Laboratiro = S6S6=49.09M2BaosCV=Arean*0.10Area de Baos =
B1B1=24.30M2CorredoresCV=Arean*0.10Area de Corredor =
P1P1=60.22M2CVAULAS=20.6CVLANORATORIO=4.9CVBAO=2.4CVCORREDOR=6.0CVTOTAL=33.961tnDeacuerdo
a la categoria de la estructura se utiliza un % de la carga viva
e.030 pagina 211Los colegios estan considerados en la categoria A
el cual se toma el 50% de la carga viva pagina 212 item
16.3CV=CV1+2*0.5CV=16.9805tnPeso total de la estructura para el 3
pisoPt=CM+CVPt=283.658141ER NIVEL366.45832DO NIVEL357.836843ER
NIVEL283.65814Peso total de la estructura1007.95328
ZUCSPESO TOTAL DE LA ESTRUCTURAPESO DEL 1 PISO+PESO
DEL2PISO+PESO DEL3PISOP=1007.95328TONCORTANTE VASALV = Z U C S x P
Rdonde .Z=0.4FACTOR ZONA ( TABLA N 01 )Pag. 210Para ubicar los
departamentos pagina 215U=1.5FACTOR USO (TABLA N 03 ) pag
211colegioCx=2.5FACTOR DE AMPLIFICACION SISMICA Cy=2.5FACTOR DE
AMPLIFICACION SISMICA S=1.4PARAMETROS DE SUELO ( TABLA N 02 ) Pag.
210Rx=8COHEFICIENTES DE REDUCCION ( TABLA N 06 ) Pag.
211Ry=6COHEFICIENTES DE REDUCCION ( TABLA N 06 ) Pag.
211P=1007.95PESO TOTAL DE LA ESTRUCTURAFactor de amplificacin
Sismica Para el eje xPERIODO FUNDAMENTALC = 2.5 * (Tp/T) < 2.5T
= hm Ct Tp = 0.9 TIPO S3DE TABLA N2 pag. 210CT = 3517.2 Periodo
Fundamental pag. 213hm = 8.2ALTURA TOTAL DEL EDIFICIO EN METROSCx
=9.604