muttto
DESCRIPTION
BTRANSCRIPT
CaracteristicasESTRUCTURACION DE LA EDIFICACIONPREDIMENSIONAMIENTOESTRUCTURACION EN PLANTAEJE VERTICALB m.H m.VP25.0050.00C1C1C1C1FVS25.0050.00
4.1C140.0040.00
C240.0040.00C1C1C1C1ELOSA ALIG.0.20
3.9
C1C1C1C1D
1.7
C1C1C1C1C
2.3
C1C1C1B
3.87
C1C1C1A
4.754.624.75EJES LONGITUDINAL1234
ESTRUCTURACION EN ELEVACION VIGAS PRINCIPALESVIGAS SECUNDARIAS
0.200.200.500.50
3.002.83.22.8
0.200.200.500.50
3.002.83.22.8
0.200.200.500.50
3.002.83.22.8
0.200.200.500.50
4.503.154.503.15
1.41.4
RigidecesEN CASO DE SISMO EN LA DIRECCION Y-YCARACTERISTICASRIGIDECES EN VIGASNVigas PrincipalesNVigas Secundariasf'c=210Kg/cm2210K120.7213758079KAB0.8854095834Ko760760K230.7416742614KBC1.4897978642E=21.8819788867tn/m221.8819788867K340.7213758079KCD2.0156088751Do262.583746641262.583746641KDE0.8785987404KEF0.8357402653
RIGIDECES EN COLUMNASNPISO TIPICON Portico SeCKC10.93567251460.9356725146NPISO 1 (DIRECCION PRIN.N Portico SeCKC10.62378167640.6237816764RELACION DE RIGIDECES, COEFICIENTE DE RIGIDEZ, COEFICIENTE DE DISTRIBUCION DE CORTE Y PIPORTICO PRINCIPAL C-C (SIMILAR A D-D) (SIMILAR A E-E) (SIMILAR A F-F) PORTICO PRINCIPAL A-A (SIMILAR A B-B)
Kc0.7213758079Kc0.7416742614Kc0.7213758079Kc0.7416742614Kc0.7213758079
0.9356725146k0.77097039470.9356725146k1.56363476160.9356725146k1.56363476160.9356725146k0.7709703947SUMA DE RIGIDECES0.9356725146k0.79266436690.9356725146k1.56363476160.9356725146k0.7709703947SUMA DE RIGIDECESa0.2782311916a0.4387752579a0.4387752579a0.27823119164to Pisoa0.2838380352a0.4387752579a0.27823119164to PisoKvDx0.2603332787KvDx0.4105499489KvDx0.4105499489KvDx0.26033327872.9751978646TN/CMKvDx0.2655794481KvDx0.4105499489KvDx0.26033327872.0764878585Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605K0.5772562071K0.9103427252K0.9103427252K0.5772562071K0.5888889262K0.9103427252K0.5772562071
Kc0.7213758079Kc0.7416742614Kc0.7213758079Kc0.7416742614Kc0.72137580790.93567251460.9356725146k0.77097039470.9356725146k1.56363476160.9356725146k1.56363476160.9356725146k0.7709703947k0.79266436690.9356725146k1.56363476160.9356725146k0.7709703947a0.2782311916a0.4387752579a0.4387752579a0.2782311916SUMA DE RIGIDECESa0.2838380352a0.4387752579a0.2782311916SUMA DE RIGIDECESKvDx0.2603332787KvDx0.4105499489KvDx0.4105499489KvDx0.26033327873er PisoKvDx0.2655794481KvDx0.4105499489KvDx0.26033327873er PisoDo2.2173738605Do2.2173738605Do2.2173738605Do2.21737386052.9751978646Do2.2173738605Do2.2173738605Do2.21737386052.0764878585K0.5772562071K0.9103427252K0.9103427252K0.5772562071K0.5888889262K0.9103427252K0.5772562071
Kc0.7213758079Kc0.7416742614Kc0.7213758079Kc0.7416742614Kc0.72137580790.93567251460.93567251460.93567251460.9356725146SUMA DE RIGIDECES0.93567251460.93567251460.9356725146SUMA DE RIGIDECESk0.7709703947k1.5636347616k1.5636347616k0.77097039472do Pisok0.7926643669k1.5636347616k0.77097039472do Pisoa0.2782311916a0.4387752579a0.4387752579a0.27823119162.9751978646a0.2838380352a0.4387752579a0.27823119162.0764878585KvDx0.2603332787KvDx0.4105499489KvDx0.4105499489KvDx0.2603332787KvDx0.2655794481KvDx0.4105499489KvDx0.2603332787Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605Do2.2173738605K0.5772562071K0.9103427252K0.9103427252K0.5772562071K0.5888889262K0.9103427252K0.5772562071
Kc0.7213758079Kc0.7416742614Kc0.7213758079Kc0.7416742614Kc0.72137580790.62378167640.62378167640.6237816764SUMA DE RIGIDECES0.62378167640.6237816764SUMA DE RIGIDECESk1.1564555921k2.3454521424k2.34545214240.6237816764k1.15645559211 er Pisok1.1889965503k2.34545214240.6237816764k1.15645559211 er Pisoa0.5247834299a0.6548115246a0.6548115246a0.5247834299a0.529632605a0.6548115246a0.5247834299KvDx0.3273502877KvDx0.4084594305KvDx0.4084594305KvDx0.32735028771.4502802094KvDx0.3303751142KvDx0.4084594305KvDx0.32735028771.0507246124Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936K0.3226035427K0.4025365619K0.4025365619K0.3226035427K0.3255845078K0.4025365619K0.3226035427
PORTICO PRINCIPAL C-C (SIMILAR A D-D) (SIMILAR A E-E) (SIMILAR A F-F)
Kc2.0156088751Kc2.0156088751Kc0.8357402653
0.9356725146k2.15418198530.9356725146k4.30836397060.9356725146k3.04737939380.9356725146k0.8931974085SUMA DE RIGIDECESa0.5185574423a0.6829605886a0.6037547717a0.30872328514to PisoKvDx0.485199946KvDx0.6390274513KvDx0.5649167455KvDx0.28886389253.8548681467Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446K0.9455885837K1.2453774317K1.100945764K0.5629563673
Kc2.0156088751Kc2.0156088751Kc0.83574026530.9356725146k2.15418198530.9356725146k4.30836397060.9356725146k3.04737939380.9356725146k0.8931974085a0.5185574423a0.6829605886a0.6037547717a0.3087232851SUMA DE RIGIDECESKvDx0.485199946KvDx0.6390274513KvDx0.5649167455KvDx0.28886389253er PisoDo1.9488637446Do1.9488637446Do1.9488637446Do1.94886374463.8548681467K0.9455885837K1.2453774317K1.100945764K0.5629563673
Kc2.0156088751Kc2.0156088751Kc0.83574026530.93567251460.93567251460.93567251460.9356725146SUMA DE RIGIDECESk2.1541819853k4.3083639706k3.0473793938k0.89319740852do Pisoa0.5185574423a0.6829605886a0.6037547717a0.30872328513.8548681467KvDx0.485199946KvDx0.6390274513KvDx0.5649167455KvDx0.2888638925Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446K0.9455885837K1.2453774317K1.100945764K0.5629563673
Kc2.0156088751Kc2.0156088751Kc0.83574026530.62378167640.62378167640.6237816764SUMA DE RIGIDECESk3.2312729779k6.4625459559k4.57106909070.6237816764k1.33979611281 er Pisoa0.7132629082a0.8227483776a0.7717266431a0.5508707869KvDx0.4449203326KvDx0.5132153623KvDx0.4813889391KvDx0.3436231031.7572911917Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936K0.4384687625K0.5057734796K0.4744085557K0.3386403939
21021076076021.881978886721.8819788867262.583746641262.583746641PORTICO PRINCIPAL 2-2 (SIMILAR A3-3) (SIMILAR A 4-4)
Kc0.8854095834Kc1.4897978642Kc2.0156088751Kc0.8785987404Kc0.8357402653
0.9356725146k0.94628149220.9356725146k2.53850295960.9356725146k3.74640345270.9356725146k0.94628149220.9356725146k0.89319740850.9356725146k0.8931974085SUMA DE RIGIDECESa0.3211782359a0.5593260558a0.6519562164a0.3211782359a0.3087232851a0.30872328514to PisoKvDx0.3005176477KvDx0.5233460171KvDx0.6100175124KvDx0.3005176477KvDx0.2888638925KvDx0.28886389254.5060197229Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446K0.5856679481K1.0199300786K1.1888410135K0.5856679481K0.5629563673K0.5629563673
Kc0.8854095834Kc1.4897978642Kc2.0156088751Kc0.8785987404Kc0.83574026530.9356725146k0.9462814922k2.5385029596k3.7464034527k2.6236831872k1.8321998124k0.8931974085a0.32117823590.9356725146a0.55932605580.9356725146a0.65195621640.9356725146a0.5674444120.9356725146a0.47810654510.9356725146a0.3087232851SUMA DE RIGIDECESKvDx0.3005176477KvDx0.5233460171KvDx0.6100175124KvDx0.5309421398KvDx0.4473511533KvDx0.28886389253er PisoDo1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.94886374465.2639557381K0.5856679481K1.0199300786K1.1888410135K1.0347338868K0.8718264438K0.5629563673
Kc0.8854095834Kc1.4897978642Kc2.0156088751Kc0.8785987404Kc0.83574026530.93567251460.93567251460.9356725146SUMA DE RIGIDECESk0.94628149220.9356725146k2.53850295960.9356725146k3.74640345270.9356725146k3.0931843891k1.8321998124k0.89319740852do Pisoa0.3211782359a0.5593260558a0.6519562164a0.6073183598a0.4781065451a0.30872328515.3366658118KvDx0.3005176477KvDx0.5233460171KvDx0.6100175124KvDx0.5682510968KvDx0.4473511533KvDx0.2888638925Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446Do1.9488637446K0.5856679481K1.0199300786K1.1888410135K1.1074439605K0.8718264438K0.5629563673
Kc0.8854095834Kc1.4897978642Kc2.0156088751Kc0.8785987404Kc0.83574026530.62378167640.6237816764SUMA DE RIGIDECESk1.41942223840.6237816764k3.80775443950.6237816764k5.6196051790.6237816764k4.6397765837k2.74829971860.6237816764k1.33979611281 er Pisoa0.5613294015a0.7417246174a0.8031394062a0.7740887843a0.6840974477a0.5508707869KvDx0.3501469951KvDx0.4626742253KvDx0.5009836452KvDx0.4828623996KvDx0.4267274528KvDx0.3436231032.5297947624Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936Do0.9854994936K0.3450696863K0.4559652147K0.4937191286K0.4758606502K0.4205396886K0.3386403939
12341245234125CDEF
1245ABEF
CD
C.RIGIGCENTRO DE RIGIDEZPRIMER PISO
YK(x-x)(B-B)=ERROR:#REF!TN/M
00000SUMA DE 0C1C1C10.32260354270.4025365619ERROR:#REF!0.40253656190.3226035427RIGIDEZ
long.Portic0K (y-y)(1)0K (y-y)(2)0K (y-y)(3)0K (y-y)(4)0K (y-y)(5)0
C1C1C100000SUMA DE 00.32260354274.750.40253656194.62ERROR:#REF!4.750.402536561900.3226035427XRIGIDEZ
k(x-x)(A-A)=ERROR:#REF!C1C1C1SUMA Dx0Long Portico14.12
SUMA TOTAL00.4025365619000SUMA Dy0.4025365619C1C1C1
CENTRO DE RIGIDEZ DE PISO 1Xc=ERROR:#DIV/0!Yc=ERROR:#DIV/0!C1C1
long.Portic0
long.Portic0
long.Portic0
BA12345A12345
CENTRO DE MASAPISO 1CUADRO RESUMEN DE CENTRO DE MASAPISO 1
PESOXY1.-MUROS29255.2899.01835939022.31494546732.-COLUMNAS77708.7782.333.-COLUMNETAS5580.729.07413043482.28260869574.-LOSA208118.60850511752.335.-VIGAS 1603500008.63776894292.32842376056.-ACABADOS72178.77408479982.3463253429PESO DE PISO 160420634.009CARGA VIVA18.0425
X8.6378626583Y2.3284207949
1.-CENTRO DE MASA DE MUROSPESO ESPECIFICO DE MUROS1400
MUROLongitudAnchoAlturaxyPESO (1400KG/M3)PESO*XPESO*YX10.680.153.370.810.075481.236389.8011636.0927X220.151.672.150.075701.41508.0152.605X30.680.153.373.490.075481.2361679.5136436.0927X40.950.153.3750.075672.3153361.57550.423625X50.90.151.675.930.075315.631871.685923.67225X61.120.153.376.940.075792.6245500.8105659.4468X70.950.153.379.60.075672.3156454.22450.423625X820.151.6711.070.075701.47764.49852.605X90.950.153.3712.550.075672.3158437.5532550.423625X100.680.153.3714.060.075481.2366766.1781636.0927X1120.151.6715.40.075701.410801.5652.605X120.680.153.3716.740.075481.2368055.8906436.0927X133.50.153.3711.753.232476.9529104.16258000.5485X142.420.153.371.694.581712.6342894.351467843.86372X152.970.153.376.14.582101.86912821.40099626.56002X162.970.153.3711.534.582101.86924234.549579626.56002X170.670.153.3714.074.58474.1596671.417132171.64822X1820.151.6715.44.58701.410801.563212.412X190.680.153.3716.744.58481.2368055.890642204.06088y10.153.493.370.0752.332469.873185.2404755754.80409y20.152.951.677.621.631034.5657883.38531686.34095y30.152.533.378.781.841790.48115720.423183294.48504y40.152.83.3713.431.751981.5626612.35083467.73y50.153.53.3717.482.332476.9543297.0865771.2935z10.251.421.24.750.86691.63285.1594.776z20.251.661.25.342.168194373.461769.04z30.251.611.26.742.75786.85303.0322163.7SUMAS29255.289263834.71026567724.398665
CENTRO DEX9.0183593902MASAY2.3149454673
2.-CENTRO DE MASA DE COLUMNAS
PESO ESPECIFICO DE CONCRETO2400
COLUMNASLongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPELSO*YC10.250.353.70.130.18777101.01139.86C20.250.353.74.180.187773247.86139.86C30.250.353.78.770.187776814.29139.86C40.250.353.713.380.1877710396.26139.86C50.250.353.717.430.1877713543.11139.86C60.250.353.70.134.48777101.013480.96C70.250.353.74.184.487773247.863480.96C80.250.353.78.774.487776814.293480.96C90.250.353.713.384.4877710396.263480.96C100.250.353.717.434.4877713543.113480.96SUMAS777068205.0618104.1
CENTRO DEX8.778MASAY2.33
3.-CENTRO DE MASA DE COLUMNETAS
PESO ESPECIFICO DE COLUMENTAS 2400
COLUMNETALongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPESO*Ycneta 10.20.153.370.380.075242.6492.203218.198cneta 20.20.153.373.930.075242.64953.575218.198cneta 30.20.153.374.430.075242.641074.895218.198cneta 40.20.153.377.60.075242.641844.06418.198cneta 50.20.153.379.020.075242.642188.612818.198cneta 60.20.153.378.780.48242.642130.3792116.4672cneta 70.20.153.3713.130.075242.643185.863218.198cneta 80.20.153.3713.630.075242.643307.183218.198cneta 90.20.153.3717.180.075242.644168.555218.198cneta 100.20.153.3717.480.48242.644241.3472116.4672cneta 110.20.153.3717.484.18242.644241.34721014.2352cneta 120.20.153.3717.184.58242.644168.55521111.2912cneta 130.20.153.3713.634.58242.643307.18321111.2912cneta 140.20.153.3713.124.58242.643183.43681111.2912cneta 150.20.153.379.954.58242.642414.2681111.2912cneta 160.20.153.379.93.23242.642402.136783.7272cneta 170.20.153.378.783.2242.642130.3792776.448cneta 180.20.153.377.623.2242.641848.9168776.448cneta 190.20.153.377.64.58242.641844.0641111.2912cneta 200.20.153.374.434.58242.641074.89521111.2912cneta 210.20.153.3734.58242.64727.921111.2912cneta 220.20.153.370.384.58242.6492.20321111.2912cneta 230.20.153.370.0750.49242.6418.198118.8936SUMAS5580.7250640.181212738.6
CENTRO DEX9.0741304348MASAY2.2826086957
4.-CENTRO DE MASA DE LOSAPESO DE LOSA300KG/M2
PARTE DE LOSAAREAAlturaxyPESO (300KG/M3)PESO*XPESO*YL117.50.22.152.33525011287.512232.5L218.030.26.472.33540934996.2312602.97L318.070.211.072.33542160010.4712630.93L415.770.215.42.33473172857.411023.23SUMAS20811179151.648489.63
CENTRO DEX8.6085051175MASAY2.33
5.-CENTRO DE MASA DE VIGAS PESO ESPECIFICO 2400
VIGAAnchoLargoAlturaxyPESO (2400KG/M3)PESO*XPESO*YVP 0125.004.3550.002.150.12513050000280575001631250VP 0225.004.3550.006.470.12513050000844335001631250VP 0325.004.3550.0011.070.125130500001444635001631250VP 0425.003.850.0015.40.125114000001755600001425000VP 0525.004.3550.002.154.53130500002805750059116500VP 0625.004.3550.006.474.53130500008443350059116500VP 0725.004.3550.0011.074.531305000014446350059116500VP 0825.003.850.0015.44.531140000017556000051642000VS 0125.003.9550.000.1252.3311850000148125027610500VS 0225.003.9550.004.182.33118500004953300027610500VS 0325.003.9550.008.772.331185000010392450027610500VS 0425.003.9550.0013.382.331185000015855300027610500VS 0525.003.9550.0017.432.331185000020654550027610500SUMAS1603500001385066250373362750
CENTRO DEX8.6377689429MASAY2.3284237605
6.-CENTRO DE MASA DE ACABADOS
PESO DE ACABADOS /M2100kg/m2
N ACABADOAREAAlturaxyPESO (100kg/m2)PESO*XPESO*YL10.40.20.22.3340893.2L20.760.22.150.2576163.419L315.770.22.152.4315773390.553832.11L42.370.24.352.332371030.95552.21L50.070.24.480.25731.361.75L60.140.23.584.581450.1264.12L71.790.25.273.58179943.33640.82L80.760.25.082.4776386.08187.72L90.590.25.631.8859332.17110.92L101.480.25.450.83148806.6122.84L110.870.26.474.487562.89382.8L122.410.26.723.582411619.52862.78L131.70.26.772.061701150.9350.2L142.120.26.770.832121435.24175.96L150.140.28.174.5814114.3864.12L161.30.28.23.81301066494L173.140.28.171.653142565.38518.1L180.160.28.671.8316138.7229.28L190.140.29.374.5814131.1864.12L200.870.211.074.487963.09382.8L2110.29.353.8100935380L222.80.29.331.832802612.4512.4L233.40.211.553.834039271292L249.940.211.581.7599411510.521739.5L250.870.211.070.2587963.0921.75L260.250.213.383.825334.595L270.760.215.44.4761170.4334.4L2815.010.215.42.33150123115.43497.33L290.760.215.40.25761170.419L300.40.217.352.334069493.2AREA 72.17SUMAS721763322.5716933.43
CENTRO DEX8.7740847998MASAY2.3463253429
PISO 2
CUADRO RESUMEN DE CENTRO DE MASA
PESOXY1.-MUROS23652.9099.03727736892.20861516932.-COLUMNAS58808.7782.333.-COLUMNETAS4090.329.07413043482.28260869574.-LOSA208118.60850511752.335.-VIGAS 1603500008.63776894292.32842376056.-ACABADOS72178.77408479982.3463253429PESO DE PISO160411651.229CENTRO DE MASA DE EDIFICACIONCARGA VIVA18.0425
X8.6378464544Y2.328405994
1.-CENTRO DE MASA DE MUROS
PESO ESPECIFICO DE MUROS1400
MUROLongitudAnchoAlturaxyPESO (1400KG/M3)PESO*XPESO*YX10.680.152.470.810.075352.716285.6999626.4537X220.151.672.150.075701.41508.0152.605X30.680.152.473.490.075352.7161230.9788426.4537X40.950.152.4750.075492.7652463.82536.957375X50.90.152.475.930.075466.832768.301935.01225X61.120.152.476.940.075580.9444031.7513643.5708X70.950.152.479.60.075492.7654730.54436.957375X820.151.6711.070.075701.47764.49852.605X90.950.152.4712.550.075492.7656184.2007536.957375X100.680.152.4714.060.075352.7164959.1869626.4537X1120.152.4715.40.0751037.415975.9677.805X120.680.152.4716.740.075352.7165904.4658426.4537X133.50.152.4711.753.231815.4521331.53755863.9035X142.420.152.471.694.581255.2542121.379265749.06332X152.970.152.476.14.581540.5399397.28797055.66862X162.970.152.4711.534.581540.53917762.414677055.66862X170.670.152.4714.074.58347.5294889.733031591.68282X1820.151.6715.44.58701.410801.563212.412X190.680.152.4716.744.58352.7165904.465841615.43928y10.153.492.470.0752.331810.263135.7697254217.91279y20.152.951.677.621.631034.5657883.38531686.34095y30.152.532.478.781.841312.31111522.090582414.65224y40.152.82.4713.431.751452.3619505.19482541.63y50.153.52.4717.482.331815.4531734.0664229.9985z10.251.421.24.750.86691.63285.1594.776z20.251.661.25.342.168194373.461769.04z30.251.611.26.742.75786.85303.0322163.7SUMAS23652.909213757.89921552240.173615
CENTRO DEX9.03727736898.775CENTRO MASAY2.20861516932.325GEOMETRICO
2.-CENTRO DE MASA DE COLUMNASPESO ESPECIFICO DE CONCRETO2400
COLUMNASLongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPELSO*YC10.250.352.80.130.1858876.44105.84C20.250.352.84.180.185882457.84105.84C30.250.352.88.770.185885156.76105.84C40.250.352.813.380.185887867.44105.84C50.250.352.817.430.1858810248.84105.84C60.250.352.80.134.4858876.442634.24C70.250.352.84.184.485882457.842634.24C80.250.352.88.774.485885156.762634.24C90.250.352.813.384.485887867.442634.24C100.250.352.817.434.4858810248.842634.24SUMAS588051614.6413700.4
CENTRO DE X8.778MASAY2.33
3.-CENTRO DE MASA DE COLUMNETAS
PESO ESPECIFICO DE COLUMENTAS 2400
COLUMNETALongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPESO*Ycneta 10.20.152.470.380.075177.8467.579213.338cneta 20.20.152.473.930.075177.84698.911213.338cneta 30.20.152.474.430.075177.84787.831213.338cneta 40.20.152.477.60.075177.841351.58413.338cneta 50.20.152.479.020.075177.841604.116813.338cneta 60.20.152.478.780.48177.841561.435285.3632cneta 70.20.152.4713.130.075177.842335.039213.338cneta 80.20.152.4713.630.075177.842423.959213.338cneta 90.20.152.4717.180.075177.843055.291213.338cneta 100.20.152.4717.480.48177.843108.643285.3632cneta 110.20.152.4717.484.18177.843108.6432743.3712cneta 120.20.152.4717.184.58177.843055.2912814.5072cneta 130.20.152.4713.634.58177.842423.9592814.5072cneta 140.20.152.4713.124.58177.842333.2608814.5072cneta 150.20.152.479.954.58177.841769.508814.5072cneta 160.20.152.479.93.23177.841760.616574.4232cneta 170.20.152.478.783.2177.841561.4352569.088cneta 180.20.152.477.623.2177.841355.1408569.088cneta 190.20.152.477.64.58177.841351.584814.5072cneta 200.20.152.474.434.58177.84787.8312814.5072cneta 210.20.152.4734.58177.84533.52814.5072cneta 220.20.152.470.384.58177.8467.5792814.5072cneta 230.20.152.470.0750.49177.8413.33887.1416SUMAS4090.3237116.09729336.6
CENTRO DE X9.0741304348MASAY2.2826086957
4.-CENTRO DE MASA DE LOSA
PESO DE LOSA300KG/M2
PARTE DE LOSAAREAAlturaxyPESO (300KG/M3)PESO*XPESO*YL117.50.22.152.33525011287.512232.5L218.030.26.472.33540934996.2312602.97L318.070.211.072.33542160010.4712630.93L415.770.215.42.33473172857.411023.23SUMAS20811179151.648489.63
CENTRO DE X8.6085051175MASAY2.33
5.-CENTRO DE MASA DE VIGAS PESO ESPECIFICO 2400
VIGAAnchoLargoAlturaxyPESO (2400KG/M3)PESO*XPESO*YVP 0125.004.3550.002.150.12513050000280575001631250VP 0225.004.3550.006.470.12513050000844335001631250VP 0325.004.3550.0011.070.125130500001444635001631250VP 0425.003.850.0015.40.125114000001755600001425000VP 0525.004.3550.002.154.53130500002805750059116500VP 0625.004.3550.006.474.53130500008443350059116500VP 0725.004.3550.0011.074.531305000014446350059116500VP 0825.003.850.0015.44.531140000017556000051642000VS 0125.003.9550.000.1252.3311850000148125027610500VS 0225.003.9550.004.182.33118500004953300027610500VS 0325.003.9550.008.772.331185000010392450027610500VS 0425.003.9550.0013.382.331185000015855300027610500VS 0525.003.9550.0017.432.331185000020654550027610500SUMAS1603500001385066250373362750
CENTRO DE X8.6377689429MASAY2.3284237605
6.-CENTRO DE MASA DE ACABADOS
PESO DE ACABADOS /M2100kg/m2
N ACABADOAREAAlturaxyPESO (100kg/m2)PESO*XPESO*YL10.40.20.22.3340893.2L20.760.22.150.2576163.419L315.770.22.152.4315773390.553832.11L42.370.24.352.332371030.95552.21L50.070.24.480.25731.361.75L60.140.23.584.581450.1264.12L71.790.25.273.58179943.33640.82L80.760.25.082.4776386.08187.72L90.590.25.631.8859332.17110.92L101.480.25.450.83148806.6122.84L110.870.26.474.487562.89382.8L122.410.26.723.582411619.52862.78L131.70.26.772.061701150.9350.2L142.120.26.770.832121435.24175.96L150.140.28.174.5814114.3864.12L161.30.28.23.81301066494L173.140.28.171.653142565.38518.1L180.160.28.671.8316138.7229.28L190.140.29.374.5814131.1864.12L200.870.211.074.487963.09382.8L2110.29.353.8100935380L222.80.29.331.832802612.4512.4L233.40.211.553.834039271292L249.940.211.581.7599411510.521739.5L250.870.211.070.2587963.0921.75L260.250.213.383.825334.595L270.760.215.44.4761170.4334.4L2815.010.215.42.33150123115.43497.33L290.760.215.40.25761170.419L300.40.217.352.334069493.272.17SUMAS721763322.5716933.43
CENTRO DE X8.7740847998MASAY2.3463253429
PISO 3
CUADRO RESUMEN DE CENTRO DE MASA
PESOXY1.-MUROS23652.9099.03727736892.20861516932.-COLUMNAS58808.7782.333.-COLUMNETAS4090.329.07413043482.28260869574.-LOSA208118.60850511752.335.-VIGAS 1603500008.63776894292.32842376056.-ACABADOS72178.77408479982.3463253429PESO DE PISO160411651.22918.0425X8.6378464544Y2.328405994
1.-CENTRO DE MASA DE MUROS
PESO ESPECIFICO DE MUROS1400
MUROLongitudAnchoAlturaxyPESO (1400KG/M3)PESO*XPESO*YX10.680.152.470.810.075352.716285.6999626.4537X220.151.672.150.075701.41508.0152.605X30.680.152.473.490.075352.7161230.9788426.4537X40.950.152.4750.075492.7652463.82536.957375X50.90.152.475.930.075466.832768.301935.01225X61.120.152.476.940.075580.9444031.7513643.5708X70.950.152.479.60.075492.7654730.54436.957375X820.151.6711.070.075701.47764.49852.605X90.950.152.4712.550.075492.7656184.2007536.957375X100.680.152.4714.060.075352.7164959.1869626.4537X1120.152.4715.40.0751037.415975.9677.805X120.680.152.4716.740.075352.7165904.4658426.4537X133.50.152.4711.753.231815.4521331.53755863.9035X142.420.152.471.694.581255.2542121.379265749.06332X152.970.152.476.14.581540.5399397.28797055.66862X162.970.152.4711.534.581540.53917762.414677055.66862X170.670.152.4714.074.58347.5294889.733031591.68282X1820.151.6715.44.58701.410801.563212.412X190.680.152.4716.744.58352.7165904.465841615.43928y10.153.492.470.0752.331810.263135.7697254217.91279y20.152.951.677.621.631034.5657883.38531686.34095y30.152.532.478.781.841312.31111522.090582414.65224y40.152.82.4713.431.751452.3619505.19482541.63y50.153.52.4717.482.331815.4531734.0664229.9985z10.251.421.24.750.86691.63285.1594.776z20.251.661.25.342.168194373.461769.04z30.251.611.26.742.75786.85303.0322163.7SUMAS23652.909213757.89921552240.173615
CENTRO DEX9.03727736898.775MASAY2.20861516932.325
2.-CENTRO DE MASA DE COLUMNAS
PESO ESPECIFICO DE CONCRETO2400
COLUMNASLongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPELSO*YC10.250.352.80.130.1858876.44105.84C20.250.352.84.180.185882457.84105.84C30.250.352.88.770.185885156.76105.84C40.250.352.813.380.185887867.44105.84C50.250.352.817.430.1858810248.84105.84C60.250.352.80.134.4858876.442634.24C70.250.352.84.184.485882457.842634.24C80.250.352.88.774.485885156.762634.24C90.250.352.813.384.485887867.442634.24C100.250.352.817.434.4858810248.842634.24SUMAS588051614.6413700.4
CENTRO DEX8.778MASAY2.33
3.-CENTRO DE MASA DE COLUMNETAS
PESO ESPECIFICO DE COLUMENTAS 2400
COLUMNETALongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPESO*Ycneta 10.20.152.470.380.075177.8467.579213.338cneta 20.20.152.473.930.075177.84698.911213.338cneta 30.20.152.474.430.075177.84787.831213.338cneta 40.20.152.477.60.075177.841351.58413.338cneta 50.20.152.479.020.075177.841604.116813.338cneta 60.20.152.478.780.48177.841561.435285.3632cneta 70.20.152.4713.130.075177.842335.039213.338cneta 80.20.152.4713.630.075177.842423.959213.338cneta 90.20.152.4717.180.075177.843055.291213.338cneta 100.20.152.4717.480.48177.843108.643285.3632cneta 110.20.152.4717.484.18177.843108.6432743.3712cneta 120.20.152.4717.184.58177.843055.2912814.5072cneta 130.20.152.4713.634.58177.842423.9592814.5072cneta 140.20.152.4713.124.58177.842333.2608814.5072cneta 150.20.152.479.954.58177.841769.508814.5072cneta 160.20.152.479.93.23177.841760.616574.4232cneta 170.20.152.478.783.2177.841561.4352569.088cneta 180.20.152.477.623.2177.841355.1408569.088cneta 190.20.152.477.64.58177.841351.584814.5072cneta 200.20.152.474.434.58177.84787.8312814.5072cneta 210.20.152.4734.58177.84533.52814.5072cneta 220.20.152.470.384.58177.8467.5792814.5072cneta 230.20.152.470.0750.49177.8413.33887.1416SUMAS4090.3237116.09729336.6
CENTRO DE X9.0741304348MASAY2.2826086957
4.-CENTRO DE MASA DE LOSA
PESO DE LOSA300KG/M2
PARTE DE LOSAAREAAlturaxyPESO (300KG/M3)PESO*XPESO*YL117.50.22.152.33525011287.512232.5L218.030.26.472.33540934996.2312602.97L318.070.211.072.33542160010.4712630.93L415.770.215.42.33473172857.411023.23SUMAS20811179151.648489.63
CENTRO DE X8.6085051175MASAY2.33
5.-CENTRO DE MASA DE VIGAS
PESO ESPECIFICO 2400
VIGAAnchoLargoAlturaxyPESO (2400KG/M3)PESO*XPESO*YVP 0125.004.3550.002.150.12513050000280575001631250VP 0225.004.3550.006.470.12513050000844335001631250VP 0325.004.3550.0011.070.125130500001444635001631250VP 0425.003.850.0015.40.125114000001755600001425000VP 0525.004.3550.002.154.53130500002805750059116500VP 0625.004.3550.006.474.53130500008443350059116500VP 0725.004.3550.0011.074.531305000014446350059116500VP 0825.003.850.0015.44.531140000017556000051642000VS 0125.003.9550.000.1252.3311850000148125027610500VS 0225.003.9550.004.182.33118500004953300027610500VS 0325.003.9550.008.772.331185000010392450027610500VS 0425.003.9550.0013.382.331185000015855300027610500VS 0525.003.9550.0017.432.331185000020654550027610500SUMAS1603500001385066250373362750
CENTRO DE X8.6377689429MASAY2.3284237605
6.-CENTRO DE MASA DE ACABADOS
PESO DE ACABADOS /M2100kg/m2
N ACABADOAREAAlturaxyPESO (100kg/m2)PESO*XPESO*YL10.40.20.22.3340893.2L20.760.22.150.2576163.419L315.770.22.152.4315773390.553832.11L42.370.24.352.332371030.95552.21L50.070.24.480.25731.361.75L60.140.23.584.581450.1264.12L71.790.25.273.58179943.33640.82L80.760.25.082.4776386.08187.72L90.590.25.631.8859332.17110.92L101.480.25.450.83148806.6122.84L110.870.26.474.487562.89382.8L122.410.26.723.582411619.52862.78L131.70.26.772.061701150.9350.2L142.120.26.770.832121435.24175.96L150.140.28.174.5814114.3864.12L161.30.28.23.81301066494L173.140.28.171.653142565.38518.1L180.160.28.671.8316138.7229.28L190.140.29.374.5814131.1864.12L200.870.211.074.487963.09382.8L2110.29.353.8100935380L222.80.29.331.832802612.4512.4L233.40.211.553.834039271292L249.940.211.581.7599411510.521739.5L250.870.211.070.2587963.0921.75L260.250.213.383.825334.595L270.760.215.44.4761170.4334.4L2815.010.215.42.33150123115.43497.33L290.760.215.40.25761170.419L300.40.217.352.334069493.272.17SUMAS721763322.5716933.43
CENTRO DEX8.7740847998MASAY2.3463253429
PISO 4
CUADRO RESUMEN DE CENTRO DE MASA
PESOXY1.-MUROS19877.0049.12549316232.27197972792.-COLUMNAS61958.7782.333.-COLUMNETAS3993.129.10045257842.26141363144.-LOSA208118.60850511752.335.-VIGAS 1603500008.63776894292.32842376056.-ACABADOS75258.76494219272.3065302326PESO DE PISO160408401.124CENTRO DE MASA DE EDIFICACION
X8.637848482111.2875Y2.3284143365
1.-CENTRO DE MASA DE MUROS
PESO ESPECIFICO DE MUROS1400
MUROLongitudAnchoAlturaxyPESO (1400KG/M3)PESO*XPESO*YX10.680.152.620.810.075374.136303.0501628.0602X220.151.872.150.075785.41688.6158.905X30.680.152.623.490.075374.1361305.7346428.0602X40.950.152.6250.075522.692613.4539.20175X50.90.151.875.930.075353.432095.839926.50725X61.120.152.626.940.075616.2244276.5945646.2168X70.950.152.629.60.075522.695017.82439.20175X820.151.8711.070.075785.48694.37858.905X90.950.152.6212.550.075522.696559.759539.20175X100.680.152.6214.060.075374.1365260.3521628.0602X1120.151.8715.40.075785.412095.1658.905X120.680.152.6216.740.075374.1366263.0366428.0602X133.50.151.4211.753.231043.712263.4753371.151X142.420.152.621.694.581331.4842250.207966098.19672X152.970.152.626.14.581634.0949967.97347484.15052X162.970.152.6211.534.581634.09418841.103827484.15052X170.670.152.6214.074.58368.6345186.680381688.34372X1820.151.8715.44.58785.412095.163597.132X190.680.152.6216.744.58374.1366263.036641713.54288y10.153.492.620.0752.331920.198144.014854474.06134y20.152.951.427.621.63879.696703.23781433.8947y30.152.531.428.781.84754.4466624.035881388.18064y40.152.81.4213.431.75834.9611213.51281461.18y50.153.52.6217.482.331925.733661.2364486.881SUMAS19877.004181387.4640945160.15014
CENTRO DEX9.12549316238.775MASAY2.27197972792.325
2.-CENTRO DE MASA DE COLUMNAS
PESO ESPECIFICO DE CONCRETO2400
COLUMNASLongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPELSO*YC10.250.352.950.130.18619.580.535111.51C20.250.352.954.180.18619.52589.51111.51C30.250.352.958.770.18619.55433.015111.51C40.250.352.9513.380.18619.58288.91111.51C50.250.352.9517.430.18619.510797.885111.51C60.250.352.950.134.48619.580.5352775.36C70.250.352.954.184.48619.52589.512775.36C80.250.352.958.774.48619.55433.0152775.36C90.250.352.9513.384.48619.58288.912775.36C100.250.352.9517.434.48619.510797.8852775.36SUMAS619554379.7114434.35
CENTRO DEX8.778MASAY2.33
3.-CENTRO DE MASA DE COLUMNETAS
PESO ESPECIFICO DE COLUMENTAS 2400
COLUMNETALongitudAnchoAlturaxyPESO (2400KG/M3)PESO*XPESO*Ycneta 10.20.152.620.380.075188.6471.683214.148cneta 20.20.152.623.930.075188.64741.355214.148cneta 30.20.152.624.430.075188.64835.675214.148cneta 40.20.152.627.60.075188.641433.66414.148cneta 50.20.152.629.020.075188.641701.532814.148cneta 60.20.151.428.780.48102.24897.667249.0752cneta 70.20.152.6213.130.075188.642476.843214.148cneta 80.20.152.6213.630.075188.642571.163214.148cneta 90.20.152.6217.180.075188.643240.835214.148cneta 100.20.152.6217.480.48188.643297.427290.5472cneta 110.20.152.6217.484.18188.643297.4272788.5152cneta 120.20.152.6217.184.58188.643240.8352863.9712cneta 130.20.152.6213.634.58188.642571.1632863.9712cneta 140.20.152.6213.124.58188.642474.9568863.9712cneta 150.20.152.629.954.58188.641876.968863.9712cneta 160.20.151.429.93.23102.241012.176330.2352cneta 170.20.151.428.783.2102.24897.6672327.168cneta 180.20.151.427.623.2102.24779.0688327.168cneta 190.20.152.627.64.58188.641433.664863.9712cneta 200.20.152.624.434.58188.64835.6752863.9712cneta 210.20.152.6234.58188.64565.92863.9712cneta 220.20.152.620.384.58188.6471.6832863.9712cneta 230.20.152.620.0750.49188.6414.14892.4336SUMAS3993.1236339.19929030.096
CENTRO DE X9.1004525784MASAY2.2614136314
4.-CENTRO DE MASA DE LOSA
PESO DE LOSA300KG/M2
PARTE DE LOSAAREAAlturaxyPESO (300KG/M3)PESO*XPESO*YL117.50.22.152.33525011287.512232.5L218.030.26.472.33540934996.2312602.97L318.070.211.072.33542160010.4712630.93L415.770.215.42.33473172857.411023.23SUMAS20811179151.648489.63
CENTRO DE X8.6085051175MASAY2.33
5.-CENTRO DE MASA DE VIGAS
PESO ESPECIFICO 2400
VIGAAnchoLargoAlturaxyPESO (2400KG/M3)PESO*XPESO*YVP 0125.004.3550.002.150.12513050000280575001631250VP 0225.004.3550.006.470.12513050000844335001631250VP 0325.004.3550.0011.070.125130500001444635001631250VP 0425.003.850.0015.40.125114000001755600001425000VP 0525.004.3550.002.154.53130500002805750059116500VP 0625.004.3550.006.474.53130500008443350059116500VP 0725.004.3550.0011.074.531305000014446350059116500VP 0825.003.850.0015.44.531140000017556000051642000VS 0125.003.9550.000.1252.3311850000148125027610500VS 0225.003.9550.004.182.33118500004953300027610500VS 0325.003.9550.008.772.331185000010392450027610500VS 0425.003.9550.0013.382.331185000015855300027610500VS 0525.003.9550.0017.432.331185000020654550027610500SUMAS1603500001385066250373362750
CENTRO DE X8.6377689429MASAY2.3284237605
6.-CENTRO DE MASA DE ACABADOS
PESO DE ACABADOS /M250kg/m2
N ACABADOLONGITUDESAlturaxyPESO (100kg/m2)PESO*XPESO*YL10.40.20.22.3340893.2L212.420.21.682.3312422086.562893.86L34.260.23.582.44261525.081022.4L40.990.24.182.3399413.82230.67L514.770.262.17147788623205.09L64.420.28.172.334423611.141029.86L70.990.28.772.3399868.23230.67L84.270.29.372.44274000.991024.8L914.810.211.552.33148117105.553450.73L100.990.213.382.33991324.62230.67L1116.530.215.42.33165325456.23851.49L120.40.217.352.334069493.275.25SUMAS752565956.1917356.64
CENTRO DE X8.7649421927MASAY2.3065302326
Fuerzas LateralesCALCULO DE CORTANTE BASALV0.1596250.79431365Z0.4tp0.6U1t0.3942857143C2.5C3.8043478261S1.2R8
AlturaPeso.en PisoA*HPORCENTAJEcortante en pisoPISO 14.50160426.046759721917.21041550.125007666596250.7943136512032.0871968584PISO 27.50160417.0639791203127.97984250.208334444996250.7943136520052.3558014544PISO 310.50160417.0639791684379.17177950.291668222896250.7943136528073.2981220361PISO 413.50160411.7873742165559.1295490.374989665896250.7943136536093.0531933012SUMA641671.9620915774983.4915865
CM Y CR Y FUERZAS +PESOCENTRO DE MASASFUERZASXoYoFxFyXYLxLybraz,PalancMtPISO 1160426.0467598.63786265832.328420794912032.087196858412032.0871968584ERROR:#DIV/0!ERROR:#DIV/0!00ERROR:#DIV/0!ERROR:#DIV/0!PISO 2160417.0639798.63784645442.32840599420052.355801454420052.35580145448.63784645442.328405994008.6378464544173209.170461153PISO 3160417.0639798.63784645442.32840599428073.298122036128073.29812203618.63784645442.328405994008.6378464544242492.838645615PISO 4160411.7873748.63784848212.328414336536093.053193301236093.05319330128.63784848212.3284143365008.6378484821311766.324739719
PESOCENTRO DE RIGIDEZFUERZASXoYoFxFyMtPISO 1160426.046759ERROR:#DIV/0!ERROR:#DIV/0!PISO 2160417.06397900PISO 3160417.06397900PISO 4160411.78737400
analisis dinamicoSUPONEMOS QUE EL SISTEMA TIENE LAS SIGUIENTES CARACTERISTICASAnalizando en la Direccion X -X
m4265.066EMSAMBLANDO LA MATRIZ DE RIGIDEZ
k4437.332654.302-437.33200K =-437.332874.664-437.3320-437.332874.664m3376.07000437.332
k3437.332K10.4961219394KK21Km2378.57k31KK41K
k2437.332EMSAMBLADO DE MATRIZ REEMPLAZADA
m1290.0671.4961219394-100k1216.97K =-12-100-12-100-11EMSAMBLADO DE LA MATRIZ DE MASAS
m11.0943199052m21.4282103325m31.4187787193m411.0943199052000M=01.428210332500001.418778719300001SABEMOS QUE :
DETK-M
ENTONCES REEMPLAZAMOS LA MATRIZ DE RIGIDEZ Y DE MASA EN LA ECUACION:DEL ARTIFICIO REEMPLAZAMOS 1.4961219394-1001.0943199052000DET-12-10-01.428210332500=00-12-1001.4187787193000-110001HALLANDO LA DETERMINANTE DE LA MATRIZ ENCONTRAMOS LAS OTRAS RAICES
10.067220.710531.808342.8912DEL ARTIFICIO SE PUEDE HALLAR LA FRECUENCIA NATURAL DEL SITEMA
110.4238052869233.8940678821354.0725554831468.3723837322HALLANDO LOS PERIODOS DE VIBRACION DE CADA MODO i
T10.6027727048T20.1853771382T30.1161991559T40.0918965372PARA CALCULAR LAS FUERZA DE MODO REEMPLAZAMOS EN CADA VALOR DE EN LA ECUACIONPARA UN =0.067201.4225836418-10010=-11.9040242657-10200-11.9046580701-13000-10.93284
1 =12 =1.42258364183=1.70863377384=1.8317794644PARA UN =0.710500.7186076467-10010=-10.9852565587-10200-10.99195772-13000-10.93284
1 =12 =0.71860764673=-0.29198710294=-1.0082465076PARA UN =1.80830-0.4827367452-10010=-1-0.5826327443-10200-1-0.565577558-13000-1-0.80834
1 =12 =-0.48273674523=-0.71874176544=0.8892409577PARA UN =2.89120-1.6677757706-10010=-1-2.1292417134-10200-1-2.1019730331-13000-1-1.89124
1 =12 =-1.66777577063=2.55109773944=-3.6945628824
Hoja1* calculo de centro de rigidez :Elasticidad columnas =2188197888.6746kg/m2
PRIMER NIVEL eje YColumnah (m.)b (m.)Em (kg/m2)t (m.)KiXi (m.)Ki * XiI (m4)C14.5000.4002188197888.67460.400614736.5264.752919998.4990.002C24.5000.4002188197888.67460.400614736.5269.375760081.2510.002C34.5000.4002188197888.67460.400614736.52614.128680079.7500.002C44.5000.4002188197888.67460.400614736.5264.752919998.4990.002C54.5000.4002188197888.67460.400614736.5269.375760081.2510.002C64.5000.4002188197888.67460.400614736.52614.128680079.7500.002C74.5000.4002188197888.67460.400614736.5260.000.0000.002C84.5000.4002188197888.67460.400614736.5264.752919998.4990.002C94.5000.4002188197888.67460.400614736.5269.375760081.2510.002C104.5000.4002188197888.67460.400614736.52614.128680079.7500.002C114.5000.4002188197888.67460.400614736.5260.000.0000.002C124.5000.4002188197888.67460.400614736.5264.752919998.4990.002C134.5000.4002188197888.67460.400614736.5269.375760081.2510.002C144.5000.4002188197888.67460.400614736.52614.128680079.7500.002C154.5000.4002188197888.67460.400614736.5260.000.0000.002C164.5000.4002188197888.67460.400614736.5264.752919998.4990.002C174.5000.4002188197888.67460.400614736.5269.375760081.2510.002C184.5000.4002188197888.67460.400614736.52614.128680079.7500.002C194.5000.4002188197888.67460.400614736.5260.000.0000.002C204.5000.4002188197888.67460.400614736.5264.752919998.4990.002C214.5000.4002188197888.67460.400614736.5269.375760081.2510.002C224.5000.4002188197888.67460.400614736.52614.128680079.7500.00213524203.57634720319.000
PRIMER NIVEL eje XColumnah (m.)b (m.)Em (kg/m2)t (m.)KiYi (m.)Ki * YiI (m4)C14.5000.4002188197888.67460.400614736.5266.173792924.3670.002C24.5000.4002188197888.67460.400614736.5267.874837976.4610.002C34.5000.4002188197888.67460.400614736.52611.777235448.9130.002C44.5000.4002188197888.67460.400614736.52615.879755868.6710.002C54.5000.4002188197888.67460.400614736.52600.0000.002C64.5000.4002188197888.67460.400614736.5263.872379030.3560.002C74.5000.4002188197888.67460.400614736.5266.173792924.3670.002C84.5000.4002188197888.67460.400614736.5267.874837976.4610.002C94.5000.4002188197888.67460.400614736.52611.777235448.9130.002C104.5000.4002188197888.67460.400614736.52615.879755868.6710.002C114.5000.4002188197888.67460.400614736.52600.0000.002C124.5000.4002188197888.67460.400614736.5263.872379030.3560.002C134.5000.4002188197888.67460.400614736.5266.173792924.3670.002C144.5000.4002188197888.67460.400614736.5267.874837976.4610.002C154.5000.4002188197888.67460.400614736.52611.777235448.9130.002C164.5000.4002188197888.67460.400614736.52615.879755868.6710.002C174.5000.4002188197888.67460.400614736.52600.0000.002C184.5000.4002188197888.67460.400614736.5263.872379030.3560.002C194.5000.4002188197888.67460.400614736.5266.173792924.3670.002C204.5000.4002188197888.67460.400614736.5267.874837976.4610.002C214.5000.4002188197888.67460.400614736.52611.777235448.9130.002C224.5000.4002188197888.67460.400614736.52615.879755868.6710.00213524203.57637757117.439
centro de rigidez del 2 piso Xk=2.567mt.Yk=2.792mt. SEGUNDO NIVEL eje YColumnah (m.)b (m.)Em (kg/m2)t (m.)KiXi (m.)Ki * XiI (m4)C13.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C23.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C33.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C43.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C53.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C63.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C73.0000.4002188197888.67460.4002074735.7760.000.0000.002C83.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C93.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C103.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C113.0000.4002188197888.67460.4002074735.7760.000.0000.002C123.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C133.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C143.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C153.0000.4002188197888.67460.4002074735.7760.000.0000.002C163.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C173.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C183.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C193.0000.4002188197888.67460.4002074735.7760.000.0000.002C203.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C213.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C223.0000.4002188197888.67460.4002074735.77614.1229295269.1560.00245644187.070117181076.624
SEGUNDO NIVEL eje XColumnah (m.)b (m.)Em (kg/m2)t (m.)KiYi (m.)Ki * YiI (m4)C13.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C23.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C33.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C43.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C53.0000.4002188197888.67460.4002074735.77600.0000.002C63.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C73.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C83.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C93.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C103.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C113.0000.4002188197888.67460.4002074735.77600.0000.002C123.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C133.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C143.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C153.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C163.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C173.0000.4002188197888.67460.4002074735.77600.0000.002C183.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C193.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C203.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C213.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C223.0000.4002188197888.67460.4002074735.77615.8732926056.7640.00245644187.070127430271.358
centro de rigidez del 2 piso Xk=2.567mt.Yk=2.792mt. TERCER NIVEL eje YColumnah (m.)b (m.)Em (kg/m2)t (m.)KiXi (m.)Ki * XiI (m4)C13.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C23.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C33.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C43.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C53.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C63.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C73.0000.4002188197888.67460.4002074735.7760.000.0000.002C83.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C93.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C103.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C113.0000.4002188197888.67460.4002074735.7760.000.0000.002C123.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C133.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C143.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C153.0000.4002188197888.67460.4002074735.7760.000.0000.002C163.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C173.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C183.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C193.0000.4002188197888.67460.4002074735.7760.000.0000.002C203.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C213.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C223.0000.4002188197888.67460.4002074735.77614.1229295269.1560.00245644187.070117181076.624
TERCER NIVEL eje XColumnah (m.)b (m.)Em (kg/m2)t (m.)KiYi (m.)Ki * YiI (m4)C13.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C23.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C33.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C43.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C53.0000.4002188197888.67460.4002074735.77600.0000.002C63.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C73.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C83.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C93.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C103.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C113.0000.4002188197888.67460.4002074735.77600.0000.002C123.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C133.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C143.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C153.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C163.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C173.0000.4002188197888.67460.4002074735.77600.0000.002C183.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C193.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C203.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C213.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C223.0000.4002188197888.67460.4002074735.77615.8732926056.7640.00245644187.070127430271.358
centro de rigidez del 2 piso Xk=2.567mt.Yk=2.792mt. CUARTO NIVEL eje YColumnah (m.)b (m.)Em (kg/m2)t (m.)KiXi (m.)Ki * XiI (m4)C13.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C23.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C33.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C43.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C53.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C63.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C73.0000.4002188197888.67460.4002074735.7760.000.0000.002C83.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C93.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C103.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C113.0000.4002188197888.67460.4002074735.7760.000.0000.002C123.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C133.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C143.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C153.0000.4002188197888.67460.4002074735.7760.000.0000.002C163.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C173.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C183.0000.4002188197888.67460.4002074735.77614.1229295269.1560.002C193.0000.4002188197888.67460.4002074735.7760.000.0000.002C203.0000.4002188197888.67460.4002074735.7764.759854994.9360.002C213.0000.4002188197888.67460.4002074735.7769.3719440274.2200.002C223.0000.4002188197888.67460.4002074735.77614.1229295269.1560.00245644187.070117181076.624
CUARTO NIVEL eje XColumnah (m.)b (m.)Em (kg/m2)t (m.)KiYi (m.)Ki * YiI (m4)C13.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C23.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C33.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C43.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C53.0000.4002188197888.67460.4002074735.77600.0000.002C63.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C73.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C83.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C93.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C103.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C113.0000.4002188197888.67460.4002074735.77600.0000.002C123.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C133.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C143.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C153.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C163.0000.4002188197888.67460.4002074735.77615.8732926056.7640.002C173.0000.4002188197888.67460.4002074735.77600.0000.002C183.0000.4002188197888.67460.4002074735.7763.878029227.4530.002C193.0000.4002188197888.67460.4002074735.7766.1712801119.7370.002C203.0000.4002188197888.67460.4002074735.7767.8716328170.5570.002C213.0000.4002188197888.67460.4002074735.77611.7724419640.0830.002C223.0000.4002188197888.67460.4002074735.77615.8732926056.7640.00245644187.070127430271.358
centro de rigidez del 2 piso Xk=2.567mt.Yk=2.792mt.
Hoja2 CENTRO DE RIGIDECESPRIMER PISO
ColumnaDYXi (m.)X * DYC10.5634.752.674C20.5639.375.275C30.56314.127.949C40.5634.752.674C50.5639.375.275C60.56314.127.949C70.5860.000.000C80.5864.752.782C90.5869.375.488EJE YC100.58614.128.270C111.1890.000.000C121.1894.755.647C131.1899.3711.139C141.18914.1216.786C151.0200.000.000C161.0204.754.845C171.0209.379.557C181.02014.1214.401C190.5860.000.000C200.5864.752.782C210.5869.375.488C220.58614.128.27016.898127.250
ColumnaDXYi (m.)Y * DXC10.5786.173.565C20.5787.874.547C30.57811.776.800C40.57815.879.169C50.58900.000C60.5893.872.279C70.9106.175.617EJE XC80.9107.877.164C90.91011.7710.715C100.91015.8714.447C110.91000.000C120.9103.873.523C130.9106.175.617C140.9107.877.164C150.91011.7710.715C160.91015.8714.447C170.57700.000C180.5773.872.234C190.5786.173.565C200.5787.874.547C210.57811.776.800C220.57815.879.16916.058128.517
7.530mt.8.004mt.SEGUNDO PISO
ColumnaDYXi (m.)X * DYC10.5634.752.674C20.5639.375.275C30.56314.127.949C40.5634.752.674C50.5639.375.275C60.56314.127.949C70.5860.000.000C80.5864.752.782C90.5869.375.488EJE YC100.58614.128.270C111.1890.000.000C121.1894.755.647C131.1899.3711.139C141.18914.1216.786C151.0200.000.000C161.0204.754.845C171.0209.379.557C181.02014.1214.401C190.5860.000.000C200.5864.752.782C210.5869.375.488C220.58614.128.27016.898127.250
ColumnaDXYi (m.)Y * DXC10.5786.173.565C20.5787.874.547C30.57811.776.800C40.57815.879.169C50.58900.000C60.5893.872.279C70.9106.175.617EJE XC80.9107.877.164C90.91011.7710.715C100.91015.8714.447C110.91000.000C120.9103.873.523C130.9106.175.617C140.9107.877.164C150.91011.7710.715C160.91015.8714.447C170.57700.000C180.5773.872.234C190.5786.173.565C200.5787.874.547C210.57811.776.800C220.57815.879.16916.058128.517
7.530mt.8.004mt.TERCER PISO
ColumnaDYXi (m.)X * DYC10.5634.752.674C20.5639.375.275C30.56314.127.949C40.5634.752.674C50.5639.375.275C60.56314.127.949C70.5860.000.000C80.5864.752.782C90.5869.375.488EJE YC100.58614.128.270C111.1890.000.000C121.1894.755.647C131.1899.3711.139C141.18914.1216.786C151.0200.000.000C161.0204.754.845C171.0209.379.557C181.02014.1214.401C190.5860.000.000C200.5864.752.782C210.5869.375.488C220.58614.128.27016.898127.250
ColumnaDXYi (m.)Y * DXC10.5786.173.565C20.5787.874.547C30.57811.776.800C40.57815.879.169C50.58900.000C60.5893.872.279C70.9106.175.617EJE XC80.9107.877.164C90.91011.7710.715C100.91015.8714.447C110.91000.000C120.9103.873.523C130.9106.175.617C140.9107.877.164C150.91011.7710.715C160.91015.8714.447C170.57700.000C180.5773.872.234C190.5786.173.565C200.5787.874.547C210.57811.776.800C220.57815.879.16916.058128.517
7.530mt.8.004mt.CUARTO PISO
ColumnaDYXi (m.)X * DYC10.5634.752.674C20.5639.375.275C30.56314.127.949C40.5634.752.674C50.5639.375.275C60.56314.127.949C70.5860.000.000C80.5864.752.782C90.5869.375.488EJE YC100.58614.128.270C111.1890.000.000C121.1894.755.647C131.1899.3711.139C141.18914.1216.786C151.0200.000.000C161.0204.754.845C171.0209.379.557C181.02014.1214.401C190.5860.000.000C200.5864.752.782C210.5869.375.488C220.58614.128.27016.898127.250
ColumnaDXYi (m.)Y * DXC10.5786.173.565C20.5787.874.547C30.57811.776.800C40.57815.879.169C50.58900.000C60.5893.872.279C70.9106.175.617EJE XC80.9107.877.164C90.91011.7710.715C100.91015.8714.447C110.91000.000C120.9103.873.523C130.9106.175.617C140.9107.877.164C150.91011.7710.715C160.91015.8714.447C170.57700.000C180.5773.872.234C190.5786.173.565C200.5787.874.547C210.57811.776.800C220.57815.879.16916.058128.517
7.530mt.8.004mt.
Hoja3
Columnah (m.)Xi (m.)Ki * XiC13.0004.75ERROR:#REF!C23.0009.37ERROR:#REF!C33.00014.12ERROR:#REF!C43.0004.75ERROR:#REF!C53.0009.37ERROR:#REF!C63.00014.12ERROR:#REF!C73.0000.00ERROR:#REF!C83.0004.75ERROR:#REF!C93.0009.37ERROR:#REF!C103.00014.12ERROR:#REF!C113.0000.00ERROR:#REF!C123.0004.75ERROR:#REF!C133.0009.37ERROR:#REF!C143.00014.12ERROR:#REF!C153.0000.00ERROR:#REF!C163.0004.75ERROR:#REF!C173.0009.37ERROR:#REF!C183.00014.12ERROR:#REF!C193.0000.00ERROR:#REF!C203.0004.75ERROR:#REF!C213.0009.37ERROR:#REF!C223.00014.12ERROR:#REF!ERROR:#REF!
Columnah (m.)Yi (m.)Ki * YiC13.0006.17ERROR:#REF!C23.0007.87ERROR:#REF!C33.00011.77ERROR:#REF!C43.00015.87ERROR:#REF!C53.0000ERROR:#REF!C63.0003.87ERROR:#REF!C73.0006.17ERROR:#REF!C83.0007.87ERROR:#REF!C93.00011.77ERROR:#REF!C103.00015.87ERROR:#REF!C113.0000ERROR:#REF!C123.0003.87ERROR:#REF!C133.0006.17ERROR:#REF!C143.0007.87ERROR:#REF!C153.00011.77ERROR:#REF!C163.00015.87ERROR:#REF!C173.0000ERROR:#REF!C183.0003.87ERROR:#REF!C193.0006.17ERROR:#REF!C203.0007.87ERROR:#REF!C213.00011.77ERROR:#REF!C223.00015.87ERROR:#REF!ERROR:#REF!
ERROR:#REF!mt.ERROR:#REF!mt.
Columnah (m.)Xi (m.)Ki * XiC13.0004.75ERROR:#REF!C23.0009.37ERROR:#REF!C33.00014.12ERROR:#REF!C43.0004.75ERROR:#REF!C53.0009.37ERROR:#REF!C63.00014.12ERROR:#REF!C73.0000.00ERROR:#REF!C83.0004.75ERROR:#REF!C93.0009.37ERROR:#REF!C103.00014.12ERROR:#REF!C113.0000.00ERROR:#REF!C123.0004.75ERROR:#REF!C133.0009.37ERROR:#REF!C143.00014.12ERROR:#REF!C153.0000.00ERROR:#REF!C163.0004.75ERROR:#REF!C173.0009.37ERROR:#REF!C183.00014.12ERROR:#REF!C193.0000.00ERROR:#REF!C203.0004.75ERROR:#REF!C213.0009.37ERROR:#REF!C223.00014.12ERROR:#REF!ERROR:#REF!
Columnah (m.)Yi (m.)Ki * YiC13.0006.17ERROR:#REF!C23.0007.87ERROR:#REF!C33.00011.77ERROR:#REF!C43.00015.87ERROR:#REF!C53.0000ERROR:#REF!C63.0003.87ERROR:#REF!C73.0006.17ERROR:#REF!C83.0007.87ERROR:#REF!C93.00011.77ERROR:#REF!C103.00015.87ERROR:#REF!C113.0000ERROR:#REF!C123.0003.87ERROR:#REF!C133.0006.17ERROR:#REF!C143.0007.87ERROR:#REF!C153.00011.77ERROR:#REF!C163.00015.87ERROR:#REF!C173.0000ERROR:#REF!C183.0003.87ERROR:#REF!C193.0006.17ERROR:#REF!C203.0007.87ERROR:#REF!C213.00011.77ERROR:#REF!C223.00015.87ERROR:#REF!ERROR:#REF!
ERROR:#REF!mt.ERROR:#REF!mt.
Columnah (m.)Xi (m.)Ki * XiC13.0004.75ERROR:#REF!C23.0009.37ERROR:#REF!C33.00014.12ERROR:#REF!C43.0004.75ERROR:#REF!C53.0009.37ERROR:#REF!C63.00014.12ERROR:#REF!C73.0000.00ERROR:#REF!C83.0004.75ERROR:#REF!C93.0009.37ERROR:#REF!C103.00014.12ERROR:#REF!C113.0000.00ERROR:#REF!C123.0004.75ERROR:#REF!C133.0009.37ERROR:#REF!C143.00014.12ERROR:#REF!C153.0000.00ERROR:#REF!C163.0004.75ERROR:#REF!C173.0009.37ERROR:#REF!C183.00014.12ERROR:#REF!C193.0000.00ERROR:#REF!C203.0004.75ERROR:#REF!C213.0009.37ERROR:#REF!C223.00014.12ERROR:#REF!ERROR:#REF!
Columnah (m.)Yi (m.)Ki * YiC13.0006.17ERROR:#REF!C23.0007.87ERROR:#REF!C33.00011.77ERROR:#REF!C43.00015.87ERROR:#REF!C53.0000ERROR:#REF!C63.0003.87ERROR:#REF!C73.0006.17ERROR:#REF!C83.0007.87ERROR:#REF!C93.00011.77ERROR:#REF!C103.00015.87ERROR:#REF!C113.0000ERROR:#REF!C123.0003.87ERROR:#REF!C133.0006.17ERROR:#REF!C143.0007.87ERROR:#REF!C153.00011.77ERROR:#REF!C163.00015.87ERROR:#REF!C173.0000ERROR:#REF!C183.0003.87ERROR:#REF!C193.0006.17ERROR:#REF!C203.0007.87ERROR:#REF!C213.00011.77ERROR:#REF!C223.00015.87ERROR:#REF!ERROR:#REF!
ERROR:#REF!mt.ERROR:#REF!mt.