peso de edificacionPESO DE LA EDIFICACION - VIVIENDA MULTIFAMILIAR

METRADOS DE CARGAS PRIMER NIVEL

TABLA: Metrado de Cargas de losa Aligerada,Tabiqueria y AcabadosDescripcionArea Peso x m2N VecesResultadom2kgf/m2kgfLosa Aligerada Piso 01222.00300.001.0066,600.00Tabiqueria Piso 01222.00150.001.0033,300.00Acabados Piso 01222.00100.001.0022,200.00total:122,100.00

TABLA: Metrado ColumnasDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfC-10.250.353.132400.0010.006562.50C-20.300.303.132400.002.001350.00C-30.250.453.132400.005.004218.75C-40.250.303.132400.004.002250.00

total:14,381.25

TABLA: Metrado Muros de AlbaileriaDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfMY10.153.653.131800.001.003079.69MY20.154.013.131800.001.003383.44MY30.153.083.131800.001.002598.75MY40.155.103.131800.001.004303.13MY50.154.543.131800.001.003830.63MY60.154.623.131800.001.003898.13MY70.154.443.131800.001.003746.25

total:24,840.00

TABLA: Metrado de vigasDescripcionLongitudAnchoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfVP-1 (35X20)10.200.350.202400.001.001713.60VP-1 (35X20)10.170.350.202400.004.006834.24VP-1 (35X20)4.810.350.202400.002.001616.16VP-2 (30X20)3.060.300.202400.001.00440.64VS-1 (25X20)20.190.250.202400.001.002422.8028.210.250.202400.001.003385.20VS-2 (25X40)28.560.250.402400.001.006854.40VB-1 (15X20)33.530.150.202400.001.002414.16

total:25,681.20

TABLA: Metrado de SobrecargaDescripcionCargaAreaC.Red.N VecesResultadokg/m2m2kgfS/C250.00220.000.501.0027,500.00

total:27,500.00

PESO TOTAL (CM):187,002.45kg

PESO TOTAL (CV):27,500.00kg

PESO TOTAL W 1 : 214,502.45kg

PESO TOTAL W 1 : x m2975.01kg/m2

METRADOS DE CARGAS SEGUNDO NIVEL

TABLA: Metrado de Cargas de losa Aligerada,Tabiqueria y AcabadosDescripcionArea Peso x m2N VecesResultadom2kgf/m2kgfLosa Aligerada Piso 01218.70300.001.0065,610.00Acabados Piso 01218.70100.001.0021,870.00total:87,480.00

TABLA: Metrado ColumnasDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfC-10.250.351.352400.008.002268.00C-10.250.352.702400.002.001134.00C-20.300.301.352400.002.00583.20C-30.250.451.352400.003.001093.50C-30.250.452.702400.002.001458.00C-40.250.301.352400.004.00972.00

total:7,508.70

TABLA: Metrado Muros de AlbaileriaDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfMY10.153.651.351800.001.001330.43MY20.154.012.701800.001.002923.29MY30.153.081.351800.001.001122.66MY40.155.101.351800.001.001858.95MY50.154.541.351800.001.001654.83MY60.154.621.351800.001.001683.99MY70.154.441.351800.001.001618.38

total:12,192.53

TABLA: Metrado de vigasDescripcionLongitudAnchoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfVP-1 (35X20)10.200.350.202400.001.001713.60VP-1 (35X20)10.170.350.202400.004.006834.24VP-1 (35X20)4.810.350.202400.002.001616.16VP-2 (30X20)3.060.300.202400.001.00440.64VS-1 (25X20)20.190.250.202400.001.002422.8028.210.250.202400.001.003385.20VS-2 (25X40)28.560.250.402400.001.006854.40VB-1 (15X20)33.530.150.202400.001.002414.16

total:25,681.20

TABLA: Metrado de SobrecargaDescripcionCargaAreaC.Red.N VecesResultadokg/m2m2kgfS/C100.00218.700.251.005,467.50

total:5,467.50

PESO TOTAL (CM):132,862.43kg

PESO TOTAL (CV):5,467.50kg

PESO TOTAL W 2 : 138,329.93kg

PESO TOTAL W 2 : x m2 632.51kg/m2METRADOS DE CARGAS AZOTEA

TABLA: Metrado de Cargas de losa Aligerada,Tabiqueria y AcabadosDescripcionArea Peso x m2N VecesResultadom2kgf/m2kgfLosa Aligerada Piso 0115.61300.001.004,683.00Acabados Piso 0115.61100.001.001,561.00total:6,244.00

TABLA: Metrado ColumnasDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfC-10.250.351.352400.002.00567.00C-30.250.451.352400.002.00729.00

total:1,296.00

TABLA: Metrado Muros de AlbaileriaDescripcionAnchoLargoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfMY20.154.011.351800.001.001461.65

total:1,461.65

TABLA: Metrado de vigasDescripcionLongitudAnchoAlturaPeso Esp.N VecesResultadommmkgf/m2kgfVP-1 (35X20)4.810.350.202400.001.00808.08VP-1 (35X20)4.810.350.202400.001.00808.08VS-1 (25X20)4.710.250.202400.001.00565.20VS-2 (25X40)4.710.250.402400.001.001130.40

total:3,311.76

TABLA: Metrado de SobrecargaDescripcionCargaAreaC.Red.N VecesResultadokg/m2m2kgfS/C100.0015.610.251.00390.25

total:390.25

PESO TOTAL (CM):12,313.41kg

PESO TOTAL (CV):390.25kg

PESO TOTAL W 2 : 12,703.66kg

PESO TOTAL W 2 : x m2 813.82kg/m2RESUMEN DE PESO POR PISO Y METRO CUADRADOStoryPeso (kg)AreaPeso (kg/m2)Peso (Tn/m2)PesomPeso/areaPeso/1000STORY1214,502.45222.00966.230.97STORY2138,329.93218.70632.510.63STORY312,703.6615.61813.820.81

Espectro respuestaANALISIS ESPECTRO RESPUESTA SEGN NORMA E-30PARAMETROS SISMICOS Z= 0.40Lima U= 1.50vivienda MultifamiliarS= 1.40suelo flexibleTp= 0.90Rx= 7.00albailera Armada o Confinada RX= 3*3/4Ry= 3.00albailera Armada o Confinada RY= 3*3/4

TCSaxSaySaz0.012.5002.94306.86704.57800.052.5002.94306.86704.57800.102.5002.94306.86704.57800.152.5002.94306.86704.57800.202.5002.94306.86704.57800.252.5002.94306.86704.57800.302.5002.94306.86704.57800.352.5002.94306.86704.57800.402.5002.94306.86704.57800.452.5002.94306.86704.57800.502.5002.94306.86704.57800.602.5002.94306.86704.57800.702.5002.94306.86704.57800.802.5002.94306.86704.57800.902.5002.94306.86704.57801.002.2502.64876.18034.12021.102.0452.40795.61853.74561.201.8752.20735.15033.43351.301.7312.03754.75413.16941.401.6071.89194.41452.94301.501.5001.76584.12022.74681.651.3641.60533.74562.49711.801.2501.47153.43352.28901.951.1541.35833.16942.11292.101.0711.26132.94301.96202.251.0001.17722.74681.83122.400.9381.10362.57511.71682.550.8821.03872.42361.61582.700.8330.98102.28901.52602.850.7890.92942.16851.44573.000.7500.88292.06011.37343.200.7030.82771.93131.28763.400.6620.77901.81771.21183.600.6250.73581.71681.14453.800.5920.69701.62641.08434.000.5630.66221.54511.03014.200.5360.63061.47150.98104.400.5110.60201.40460.93644.600.4890.57581.34350.89574.800.4690.55181.28760.85845.000.4500.52971.23610.8240

Cortante EstaticoCORTANTE BASALzucsPV (KG)TABLA: Centers of Mass and RigidityH0.401.502.501.20613,006.10183,901.83StoryDiaphragmMass XMass YXCMYCMCumulative XCumulative YXCCMYCCMXCRYCRRd=6.00kgf-s/mkgf-s/mmmkgf-s/mkgf-s/mmmmmV base=183,901.83R = 8 x 3/4STORY2LOSA0126,468.3126,468.315.5213.1626,468.3126,468.315.5213.169.2713.87CALCULO DE LA FUERZA SISMICA POR NIVELSTORY3LOSA0218,316.3718,316.375.2313.8418,316.3718,316.375.2313.849.2513.49# de PisosWi(kg)hi(m)Wihi(kg.m)Fi(kg)V (Kg)M(Kg.m)STORY4LOZA031,491.481,491.487.5711.301,491.481,491.487.5711.306.7211.4250.0015.250.00.000.000.0040.0012.100.00.000.000.00TABLA: Calculo de Peso de la Estructura314,631.418.95130,951.1111,068.4611,068.4629,884.84StoryDiaphragmMass P=Mass*gravedadAreaPeso (kg/m2)Peso (Tn/m2)2179,683.556.251,123,022.1794,921.88105,990.34316,058.75kgf-s/mkgmPeso/areaPeso/10001259,654.103.55921,772.0677,911.49183,901.83968,910.25STORY2LOSA0126,468.31259,654.10222.001,169.611.17(Wihi)=2,175,745.34183901.8STORY3LOSA0218,316.37179,683.55218.70821.600.82STORY4LOZA031,491.4814,631.4115.61937.310.94RESUMEN PARA GRAFICOTotal (kg)453,969.06# de PisosFi(kg)V(Kg)M (Kg.m)Total (Tn)453.97177,911.49183,901.83968,910.25294,921.88105,990.34316,058.75311,068.4611,068.4629,884.8440.00.0ERROR:#REF!0.0TABLA: Calculo de Peso de la Estructura50.00.0ERROR:#REF!0.00.0

Masas CM y CR7.4.-TABLA DE MASAS POR PISOS , CENTRO DE MASA , CENTRO DE RIGIDEZTABLA: Centers of Mass and RigidityStoryDiaphragmMass XMass YXCMYCMCumulative XCumulative YXCCMYCCMXCRYCRkgf-s/mkgf-s/mmmkgf-s/mkgf-s/mmmmmSTORY2LOSA0126,468.3126,468.315.5213.1626,468.3126,468.315.5213.169.2713.87STORY3LOSA0218,316.3718,316.375.2313.8418,316.3718,316.375.2313.849.2513.49STORY4LOZA031,491.481,491.487.5711.301,491.481,491.487.5711.306.7211.42TABLA: Centers of Mass and RigidityStoryDiaphragmMass XMass YXCMYCMCumulative XCumulative YXCCMYCCMXCRYCRkgf-s/mkgf-s/mmmkgf-s/mkgf-s/mmmmmSTORY2LOSA0126,468.3126,468.315.5213.1626,468.3126,468.315.5213.169.2713.87STORY3LOSA0218,316.3718,316.375.2313.8418,316.3718,316.375.2313.849.2513.49STORY4LOZA031,491.481,491.487.5711.301,491.481,491.487.5711.306.7211.42

TABLA: Calculo de Peso de la EstructuraStoryDiaphragmMass P=Mass*gravedadAreaPeso (kg/m2)Peso (Tn/m2)kgf-s/mkgmPeso/areaPeso/1000STORY2LOSA0126,468.31259,654.10222.001,169.611.17STORY3LOSA0218,316.37179,683.55218.70821.600.82STORY4LOZA031,491.4814,631.4115.61937.310.94Total (kg)453,969.06Total (Tn)453.97

Modos y % de masas acumuladas7.3.-TABLA DE PERIODOS, FRECUENCIAS Y PORCENTAJE DE MASAS ACUMULADAS

TABLA: Periodos y Porcentaje de masas AcumuladasCaseModePeriodUXUYUZSum UXSum UYSum UZRXRYRZSum RXSum RYSum RZsecModal1.00.862986.85220.04500.000086.85220.04500.00000.045599.41640.43750.045599.41640.4375Modal2.00.54250.333015.30520.000087.185215.35020.000016.08260.224575.548316.128299.640975.9858Modal3.00.28546.96750.06250.000094.152715.41260.00000.04180.03620.025816.169999.677176.0116Modal4.00.20324.67400.02240.000098.826715.43500.00000.02630.21340.016116.196299.890576.0277Modal5.00.19630.00004.23870.000098.826719.67380.00008.22530.00000.300724.421599.890576.3284Modal6.00.16590.02800.34610.000098.854720.01980.00000.57940.00757.811625.000999.898184.1400Modal7.00.13180.000216.26170.000098.854936.28150.000022.65440.00061.983047.655399.898786.1230Modal8.00.10530.000157.89000.000098.855094.17150.000052.18640.000211.880799.841699.898998.0037Modal9.00.04310.00014.76050.000098.855198.93210.00000.09880.00040.881399.940599.899398.8850Modal10.00.02770.44010.00010.000099.295298.93220.00000.00000.00570.363799.940599.905099.2487Modal11.00.02710.00000.00060.000099.295298.93280.00000.01610.00760.000199.956699.912699.2488Modal12.00.02210.00750.00000.000099.302798.93280.00000.00000.00010.010199.956699.912799.2590Modal13.00.01990.00000.00010.000099.302798.93290.00000.02030.00010.000099.976999.912899.2590Modal14.00.01720.00500.00000.000099.307798.93290.00000.00000.00000.000499.976999.912899.2593Modal15.00.01600.00040.00000.000099.308198.93290.00000.00000.00000.001199.976999.912899.2605

100150250TABLA: Periodos y FrecuenciaCaseModePeriodFrequencyseccyc/secModal1.00.86291.1589Modal2.00.54251.8433Modal3.00.28543.5034Modal4.00.20324.9221Modal5.00.19635.0931Modal6.00.16596.0290Modal7.00.13187.5883Modal8.00.10539.4949Modal9.00.043123.2261Modal10.00.027736.0672Modal11.00.027136.9276Modal12.00.022145.3104Modal13.00.019950.2134Modal14.00.017258.0653Modal15.00.016062.3480ModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.86285186.85220.045086.85220.04500.045599.41640.43750.045599.41640.437520.5425050.33315.3052087.185215.3502016.08260.224575.548316.128299.640975.985830.2854416.96750.0625094.152715.412600.04180.03620.025816.169999.677176.011640.2031674.6740.0224098.826715.43500.02630.21340.016116.196299.890576.027750.19634504.2387098.826719.673808.225300.300724.421599.890576.328460.1658640.0280.3461098.854720.019800.57940.00757.811625.000999.898184.1470.1317820.000216.2617098.854936.2815022.65440.00061.98347.655399.898786.12380.105320.000157.89098.85594.1715052.18640.000211.880799.841699.898998.003790.0430550.00014.7605098.855198.932100.09880.00040.881399.940599.899398.885100.0277260.44010.0001099.295298.9322000.00570.363799.940599.90599.2487110.0270800.0006099.295298.932800.01610.00760.000199.956699.912699.2488120.022070.00750099.302798.9328000.00010.010199.956699.912799.259130.01991500.0001099.302798.932900.02030.0001099.976999.912899.259140.0172220.0050099.307798.93290000.000499.976999.912899.2593150.0160390.00040099.308198.93290000.001199.976999.912899.2605

Desplazamientos y Distorsiones7.4.- TABLA Y GRFICA DE DESPLAZAMIENTOS

AULASTABLE: Diaphragm Center of Mass Displacements X-XStoryDiaphragmLoad Case/ComboUXUX*0.75*RPointZXcmcmcmcmSTORY1LOSA03SPECXX0.0100.03787.000420.000752.2630

TABLE: Diaphragm Center of Mass Displacements Y-YStoryDiaphragmLoad Case/ComboUYUY*0.75*RPointZcmcmcmSTORY1LOSA03SPECYY0.0770.12987.000420.000

STORY1RESUMEN DE DESPLAZAMIENTOS STORY1

Story0.75*R*UX0.75*R*UYStoryDiaphragmLoadUXUYUZRXRYRZPointXYZ10.00000.0000STORY3PISO03SPECXX0.2460.03880000.00006101575.269710.7889452ERROR:#REF!ERROR:#REF!STORY3PISO03SPECYY0.01270.29050000.00036101575.269710.78894530.03740.1293STORY2PISO02SPECXX0.13670.02260000.00007102676.0511070.445630STORY2PISO02SPECYY0.0260.11630000.00009102676.0511070.445630STORY1PISO01SPECXX0.04980.01090000.00003103642.5671284.631315STORY1PISO01SPECYY0.01040.04690000.00003103642.5671284.6313157.4.- TABLA Y GRFICA DE DISTORSIONES AULASTABLE: Diaphragm Drifts X-XStoryLoad Case/ComboLabelItemDriftDriftX*0.75*RXYZX < 0.007cmcmcmSTORY1Diaph LOSA01 XSISMOXXDiaph LOSA01 X0.000040.00023092.0000678.0000420.0000

TABLE: Diaphragm Drifts Y-YStoryLoad Case/ComboLabelItemDriftDrift*0.75*RXYZX < 0.005cmcmcmSTORY1Diaph LOSA01 YSISMOYYDiaph LOSA01 Y0.000220.00042201.00000.0000420.0000

StoryItemLoadPointXYZDriftXDriftYSTORY1Diaph PISO01 XSPECXX35988.942724.9933000.00003STORY1Diaph PISO01 YSPECXX401433.892219.9683000.0000280.00004725STORY1Diaph PISO01 XSPECYY35988.942724.9933000.0000340STORY1Diaph PISO01 YSPECYY401433.892219.9683000.0000410.0000691875

StoryDriftX*0.75*RDriftY*0.75*R10.00020.00042ERROR:#REF!ERROR:#REF!3ERROR:#REF!ERROR:#REF!

StoryItemLoadDriftXDriftYDriftX*0.75*RDriftY*0.75*RSTORY3Diaph LOSA03 XSPECXX0.00120.0065STORY3Diaph LOSA03 YSPECXX0.00020.0010STORY3Diaph LOSA03 XSPECYY0.00020.0011STORY3Diaph LOSA03 YSPECYY0.00020.0011STORY2Diaph LOSA02 XSPECXX0.00110.0059STORY2Diaph LOSA02 YSPECXX0.00020.0013STORY2Diaph LOSA02 XSPECYY0.00010.0008STORY2Diaph LOSA02 YSPECYY0.00020.0010STORY1Diaph LOSA01 XSPECXX0.00080.0040STORY1Diaph LOSA01 YSPECXX0.00020.0009STORY1Diaph LOSA01 XSPECYY0.00010.0007STORY1Diaph LOSA01 YSPECYY0.00020.0009MAX=0.00650.0013

StoryDiaphragmLoadUXUYUX*0.75*RUY*0.75*RSTORY3LOSA03SPECXX1.15400.05086.05850.2667STORY3LOSA03SPECYY0.06950.20780.36491.0910STORY2LOSA02SPECXX0.67460.03313.54170.1738STORY2LOSA02SPECYY0.02950.13850.15490.7271STORY1LOSA01SPECXX0.26960.01511.41540.0793STORY1LOSA01SPECYY0.01670.06310.08770.3313MAX=6.05851.0910TABLE: Diaphragm Drifts X-XStoryLoad Case/ComboLabelItemDriftDriftX*0.75*RXYZX < 0.007cmcmcmSTORY1Diaph LOSA01 XSISMOXXDiaph LOSA01 X0.000040.00023092.0000678.0000420.0000

TABLE: Diaphragm Drifts Y-YStoryLoad Case/ComboLabelItemDriftDrift*0.75*RXYZX < 0.005cmcmcmSTORY1Diaph LOSA01 YSISMOYYDiaph LOSA01 Y0.000220.00042201.00000.0000420.0000

calculo de dinamico

StoryDiaphragmMassXMassYPeso (kg)StoryDiaphragmMassXMassYXCMYCMCumMassXCumMassYXCCMYCCMXCRYCRSTORY1PISO0112,998.1512,998.15127,511.88

W Total =127,511.88CORTANTE BASAL ESTATICOCORTANTE BASALMXMYzucsPVxx (KG)Vyy (KG)zucsPV (KG)00H0.401.302.501.20127,511.8824,864.8266,306.18H0.41.52.51.2613006.1183901.833413.341126928.735Rd=8.003.00Rd=600Vxx base=24,864.82V base=183901.83R = 8 x 3/4122643.4153413.341Vyy base=66,306.18ANALISIS ESTATICOANALISIS DINAMICO453969.057987Vxx=24,864.82kgVxx=24,826.47kgVxx=66,306.18kgVxx=63,913.04kg326,457.18

COMPARACION DE CORTANTES ESTATICO Y DINAMICO35301.00%10.51.27DIRECCIONDINAMICOESTATICOTIPO ESTUC.ESTATICO x %CUMPLEFACTOR EXCALAR5.258.2677165354x-x24826.4724864.8290%22378.3345867185si0.90y-y63913.0466306.1890%59675.558897916si0.930.0807807.00001%8.076.3543307087StoryLoadLocPVXVYTMXMYSTORY1SPECXXTop024826.47096326.7100STORY1SPECXXBottom024826.47096326.71071996.768STORY1SPECYYTop0063913.04635544.72200STORY1SPECYYBottom0063913.04635544.722185347.8070StoryDiaphragmMassXMassYXCMYCMCumMassXCumMassYXCCMYCCMXCRYCRSTORY1PISO0112998.152712998.15279.8033.8812998.152712998.15279.8033.8810.0673.88

StoryDiaphragmMassXMassYXCMYCMCumMassXCumMassYXCCMYCCMXCRYCRSTORY1LOSA037828.95917828.959126.9213.1967828.95917828.959126.9213.19627.4710.50176802.08877176.802088771

FS

StoryItemLoadPointXYZDriftXDriftX*0.75*RDriftYDx < 0.005STORY5Diaph PISO05 XSISMOXX61.000014.65000.000012.00000.00180.0042cumpleSTORY5Diaph PISO05 YSISMOXX61.000014.65000.000012.00000.0020STORY4Diaph PISO04 XSISMOXX61.000014.65000.00009.60000.00180.0041cumpleSTORY4Diaph PISO04 YSISMOXX61.000014.65000.00009.60000.0020STORY3Diaph PISO03 XSISMOXX61.000014.65000.00007.20000.00170.0037cumpleSTORY3Diaph PISO03 YSISMOXX61.000014.65000.00007.20000.0018STORY2Diaph PISO02 XSISMOXX61.000014.65000.00004.80000.00130.0029cumpleSTORY2Diaph PISO02 YSISMOXX61.000014.65000.00004.80000.0013STORY1Diaph PISO01 XSISMOXX1.000010.70000.45002.40000.00060.0013cumpleSTORY1Diaph PISO01 YSISMOXX57.000014.27509.25002.40000.0006

StoryItemLoadPointXYZDriftYDriftY*0.75*RDriftXDy < 0.005STORY5Diaph PISO05 XSISMOYY61.000014.65000.000012.00000.0014STORY5Diaph PISO05 YSISMOYY61.000014.65000.000012.00000.00160.0037cumpleSTORY4Diaph PISO04 XSISMOYY61.000014.65000.00009.60000.0014STORY4Diaph PISO04 YSISMOYY61.000014.65000.00009.60000.00160.0036cumpleSTORY3Diaph PISO03 XSISMOYY61.000014.65000.00007.20000.0013STORY3Diaph PISO03 YSISMOYY61.000014.65000.00007.20000.00140.0032cumpleSTORY2Diaph PISO02 XSISMOYY61.000014.65000.00004.80000.0010STORY2Diaph PISO02 YSISMOYY61.000014.65000.00004.80000.00110.0025cumpleSTORY1Diaph PISO01 XSISMOYY1.000010.70000.45002.40000.0004STORY1Diaph PISO01 YSISMOYY57.000014.27509.25002.40000.00050.0010cumple

Hoja1StoryPierLoadLocPV2V3TM2M3STORY1C-1COMB1Bottom-7.79-0.72000-0.677STORY1C-1COMB2 Bottom-6.85-2.07000-2.788STORY1C-1COMB3 Bottom-6.85-2.07000-2.788STORY1C-1COMB4 Bottom-6.74-0.61-0.09-0.003-0.134-0.578STORY1C-1COMB5 Bottom-6.74-0.61-0.09-0.003-0.134-0.578STORY1C-1COMB6 Bottom-4.23-1.81000-2.539STORY1C-1COMB7 Bottom-4.23-1.81000-2.539STORY1C-1COMB8 Bottom-4.13-0.35-0.09-0.003-0.134-0.329STORY1C-1COMB9 Bottom-4.13-0.35-0.09-0.003-0.134-0.329