Rigidez lateral 1 pisocalculo de rigidez lateral por condensacion estatica portico de una crujia y un pisoPLANTAPM50%PVPTOTALMASAdatos a ingresarLARGO7PORTICO TIPOANCHO6Kl=7.40Tn/cm20.165.2530.2820.0309CARACTERISTICA GENERALw15.475Rad/segfc210.00kg/cm2T0.406segE2173706.51tn/m2f2.463hertzCARACTERISTICA DE VIGAabLIE*IPESO TNViga 30.300.707.000.00857500018639.533.5286.00CARACTERISTICA DE COLUMNAabLL2L3IE*IPESOColumna 10.400.406.0036.00216.000.0021333334637.241.152Columna 20.400.407.0049.00343.000.0021333334637.241.344"K" DE LA ESTRUCTURA419.8602967863772.8734264634567.8253745446772.873426463413742.6556143035325.5809542246567.82537454465325.580954224613301.0136563239MATRIZ GENERAL CONDENSADAx02w15.475K11K12tK21K22020.10.0465970658K22-10.2-1.99782871350.3-0.13969002190.00008613-0.00003448550.41.9913195683-0.00003448550.00008898990.50.23247967090.6-1.9804866978K22-1*K210.7-0.32476453990.81.96535362310.04698586050.90.41634425210.02387775691-1.94595320261.1-0.5070199615K12*K22-1*K211.21.92232756011.30.596594785449.87251923451.4-1.89452799361.5-0.684874231KL=K11-K12*K22-1*K211.61.8626148641.70.7716666184369.98777755171.8-1.82665746381.9-0.8567834965KL-121.78673386682.10.94004005210.0027027922.2-1.74293075862.3-1.02125551142.41.69534324832.51.1002535323=0m02.6-1.64407466212.7-1.17686258762.81.58923631861.8-1.8266574638369.9877775517tn/m1.9-0.85678349653.70TN/CM21.78673386682.10.94004005212.2-1.74293075862.3-1.02125551142.41.6953432483

Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:lado menorVictor:lado mallorVictor:altura de columna

Rigidez lateral 1 piso

Hoja2ELEMENTOANCHOPERALTEI(m4)FCE/tn/m2)IE(tn-m2)LIE/LIE/L2IE/L310.30.50.0031252102173706.511928426792.832849776361132.138808296188.689801382731.448300230420.30.50.0031252102173706.511928426792.832849776332264.2776165921754.7592055307251.586401843630.30.50.0031252102173706.511928426792.832849776332264.2776165921754.7592055307251.586401843640.30.50.0031252102173706.511928426792.832849776361132.138808296188.689801382731.4483002304KL6038.074528.564528.564528.564528.56K-14528.5613585.672264.284528.560.000.0000869264-0.0000182265-0.00003084480.00001121634528.562264.2813585.670.004528.56-0.00001822650.00008692640.0000112163-0.00003084484528.564528.560.0013585.672264.28-0.00003084480.00001121630.0000869264-0.00001822654528.560.004528.562264.2813585.670.0000112163-0.0000308448-0.00001822650.0000869264KL-1K-1*KK*K-1*KK-K*K-1*K0.000497-0.000110-0.000110-0.000110-0.0001100.2222224025.3822012.691-0.0001100.0001110.000006-0.0000060.0000360.222222KL=20.127tn/cm-0.0001100.0000060.0001110.000036-0.0000060.222222-0.000110-0.0000060.0000360.0001110.0000060.222222-0.0001100.000036-0.0000060.0000060.0001111.000-0.0000.000-0.0000.000-0.0001.0000.0000.000-0.000-0.0000.0001.0000.0000.000-0.000-0.0000.0001.0000.000-0.000-0.0000.0000.0001.000

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Hoja8

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Hoja10

Hoja11

Hoja12

Rigidez lateral 2 pisoscalculo de rigidez lateral por condensacion estatica portico de una crujias y dos pisodatos a ingresarPORTICO TIPOCARACTERISTICA GENERALfc210.00kg/cm2E2173706.51tn/m2CARACTERISTICA DE VIGA3.75abLIE*IViga 50.250.505.390.0026041675660.69Viga 60.250.505.390.0026041675660.69CARACTERISTICA DE COLUMNAabLL2L3IE*IColumna 10.400.403.7514.0652.730.0021333334637.243.75Columna 20.400.403.7514.0652.730.0021333334637.24Columna 30.400.403.7514.0652.730.0021333334637.24Columna 40.400.403.7514.0652.730.0021333334637.24"K" DE LA ESTRUCTURA4220.9194063923-2110.459703196200-1978.5559717464-1978.5559717464-2110.45970319622110.45970319621978.55597174641978.55597174641978.55597174641978.555971746401978.555971746414093.66597485832100.44305806322473.194964683001978.55597174642100.443058063214093.665974858302473.194964683-1978.55597174641978.55597174642473.19496468309147.27604549232100.4430580632-1978.55597174641978.555971746402473.1949646832100.44305806329147.2760454923MATRIZ GENERAL CONDENSADAK22K24K42K44K44-10.0000768912-0.0000129947-0.00002279830.0000087485-0.00001299470.00007689120.0000087485-0.0000227983-0.00002279830.00000874850.0001224879-0.00003049170.0000087485-0.0000227983-0.00003049170.0001224879K44-1*K420.0277983980.09862453930.0277983980.0986245393-0.18201973310.1542213352-0.18201973310.1542213352K24*K44-1*K42720.2724599378-610.271087371-610.2710873711000.5394296083KL=K22-K24*K44-1*K423500.6469464545-1500.1886158252-1500.18861582521109.9202735878KL-10.0006789030.00091761780.00091761780.0021412346FUERZAS APLICADASF =0.00F =0.00=0m0Ok=0m0.000000000Ok

Victor:longitud de viga (m)Victor:altura de vigaVictor:base de vigaVictor:lado menorVictor:lado mallorVictor:altura de columna

3piwsoscalculo de rigidez lateral por condensacion estatica portico de una crujia y tres pisosdatos a ingresarPORTICO TIPOCARACTERISTICA GENERALfc210.00kg/cm2E2173706.51tn/m2CARACTERISTICA DE VIGA3.00abLIE*IViga 70.300.707.000.00857500018639.53Viga 80.300.707.000.00857500018639.53Viga 90.300.707.000.00857500018639.53CARACTERISTICA DE COLUMNA3.00abLL2L3IE*IColumna 10.400.303.009.0027.000.0009000001956.34Columna 20.400.303.009.0027.000.0009000001956.34Columna 30.400.303.009.0027.000.0009000001956.34Columna 40.400.303.009.0027.000.0009000001956.34Columna 50.400.303.009.0027.000.0009000001956.34Columna 60.400.303.009.0027.000.0009000001956.34"K" DE LA ESTRUCTURA3.003477.9304190855-1738.9652095427000-1304.223907157-1304.2239071570.000.00-1738.96520954273477.9304190855-1738.96520954271304.2239071571304.22390715700-1304.223907157-1304.2239071570-1738.96520954271738.9652095427001304.2239071571304.2239071571304.2239071571304.22390715701304.223907157015868.05753707745325.58095422461304.22390715700001304.22390715705325.580954224615868.057537077401304.22390715700-1304.22390715701304.2239071571304.223907157015868.05753707745325.58095422461304.2239071570-1304.22390715701304.22390715701304.2239071575325.580954224615868.057537077401304.2239071570.00-1304.2239071571304.223907157001304.223907157013259.60972276335325.58095422460.00-1304.2239071571304.2239071570001304.2239071575325.580954224613259.6097227633MATRIZ GENERAL CONDENSADAK33K36K63K66K66-10.0000718619-0.0000244978-0.00000754780.00000462040.0000011028-0.0000008974-0.00002449780.00007186190.0000046204-0.0000075478-0.00000089740.0000011028-0.00000754780.00000462040.0000729648-0.0000253952-0.00000975350.00000641530.0000046204-0.0000075478-0.00002539520.00007296480.0000064153-0.00000975350.0000011028-0.0000008974-0.00000975350.00000641530.0000913689-0.0000373284-0.00000089740.00000110280.0000064153-0.0000097535-0.00003732840.0000913689K66-1*K630.00381792840.0615054862-0.00355000360.00381792840.0615054862-0.0035500036-0.06204133580.00053584960.0576875578-0.06204133580.00053584960.05768755780.0043537779-0.07021304210.06612718890.0043537779-0.07021304210.0661271889K36*K66-1*K63161.8315866931-1.3977357015-150.4749841181-1.3977357015343.580907133-181.7493204399-150.4749841181-181.7493204399322.9643055354KL=K22-K24*K44-1*K42matricial3316.0988323924-1737.5674738412150.4749841181-1737.56747384123134.3495119525-1557.2158891028150.4749841181-1557.21588910281416.0009040074KL-10.00064024810.00070790540.00071046580.00070790540.00148602850.00155899980.00071046580.00155899980.0023451905FUERZAS APLICADASF =0.00F =0.00F =0.00=0.00000m0Ok=0.00000m0Ok=0.00000m0Okmutto2707.0529603751-1396.87369291140-1396.87369291142793.7473858228-1396.87369291140-1396.87369291141396.8736929114wilbur2002.414584599-837.97475402020-837.97475402021800.6437141302-962.668960110-962.66896011962.66896011

Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:lado menorVictor:lado mayorVictor:altura de columna

RL_3_CRUJILLAS_3_NIVELEScalculo de rigidez lateral por condensacion estatica portico de tres crujias y tres pisosdatos a ingresarPORTICO TIPOCARACTERISTICA GENERALfc210.00kg/cm2E2173706.51tn/m2CARACTERISTICA DE VIGA3.00abLIE*IViga 130.300.505.600.0031250006792.83Viga 140.300.505.600.0031250006792.83Viga 150.300.505.600.0031250006792.83Viga 160.300.505.600.0031250006792.83Viga 170.300.505.600.0031250006792.833.00Viga 180.300.505.600.0031250006792.83Viga 190.300.505.600.0031250006792.83Viga 200.300.505.600.0031250006792.83Viga 210.300.505.600.0031250006792.83CARACTERISTICA DE COLUMNA3.00abLL2L3IE*IColumna 10.300.403.009.0027.000.0016000003477.93Columna 20.300.403.009.0027.000.0016000003477.93Columna 30.300.403.009.0027.000.0016000003477.93Columna 40.300.403.009.0027.000.0016000003477.93Columna 50.300.403.009.0027.000.0016000003477.93Columna 60.300.403.009.0027.000.0016000003477.93Columna 70.300.403.009.0027.000.0016000003477.93Columna 80.300.403.009.0027.000.0016000003477.93Columna 90.300.403.009.0027.000.0016000003477.93Columna 100.300.403.009.0027.000.0016000003477.93Columna 110.300.403.009.0027.000.0016000003477.93Columna 120.300.403.009.0027.000.0016000003477.93"K" DE LA ESTRUCTURA123456789101112131415112365.974823415-6182.987411707500000-2318.62-2318.62-2318.62-2318.620.000.000.000.002-6182.987411707512365.974823415-6182.98741170752318.62027939032318.62027939032318.62027939032318.62027939030.000.0000-2318.6202793903-2318.6202793903-2318.6202793903-2318.620279390330-6182.98741170756182.98741170750.000.000.000.002318.62027939032318.62027939032318.62027939032318.62027939032318.62027939032318.62027939032318.62027939032318.6202793903402318.62027939030.0014126.50458168722426.0117320630.000.002318.62027939030.000.000.000.000.000.000.00502318.62027939030.002426.01173206318978.52804581312426.0117320630.000.002318.62027939030.000.000.000.000.000.00602318.62027939030.000.002426.01173206318978.52804581312426.0117320630.000.002318.62027939030.000.000.000.000.00702318.62027939030.000.000.002426.01173206314126.50458168720.000.000.002318.62027939030.000.000.000.008-2318.620279390302318.62027939032318.62027939030.000.000.0014126.50458168722426.0117320630.000.002318.62027939030.000.000.009-2318.620279390302318.62027939030.002318.62027939030.000.002426.01173206318978.52804581312426.0117320630.000.002318.62027939030.000.0010-2318.620279390302318.62027939030.000.002318.62027939030.000.002426.01173206318978.52804581312426.0117320630.000.002318.62027939030.0011-2318.620279390302318.62027939030.000.000.002318.62027939030.000.002426.01173206314126.50458168720.000.000.002318.6202793903120.00-2318.62027939032318.62027939030.000.000.000.002318.62027939030.000.000.009489.26402290662426.0117320630.000.00130.00-2318.62027939032318.62027939030.000.000.000.000.002318.62027939030.000.002426.01173206314341.28748703252426.0117320630.00140.00-2318.62027939032318.62027939030.000.000.000.000.000.002318.62027939030.000.002426.01173206314341.28748703252426.011732063150.00-2318.62027939032318.62027939030.000.000.000.000.000.000.002318.62027939030.000.002426.0117320639489.2640229066MATRIZ GENERAL CONDENSADAK33K3.12K12.3K12.12K12.12-110.0000747256-0.00001011960.0000014062-0.0000002702-0.00001339640.0000031737-0.00000063930.00000017470.000003573-0.00000117210.0000003228-0.00000012522-0.00001011960.0000558926-0.00000757730.00000140620.0000031737-0.00000768830.0000020698-0.0000006393-0.00000117210.0000015515-0.00000065170.000000322830.0000014062-0.00000757730.0000558926-0.0000101196-0.00000063930.0000020698-0.00000768830.00000317370.0000003228-0.00000065170.0000015515-0.00000117214-0.00000027020.0000014062-0.00001011960.00007472560.0000001747-0.00000063930.0000031737-0.0000133964-0.00000012520.0000003228-0.00000117210.0000035735-0.00001339640.0000031737-0.00000063930.00000017470.0000782985-0.00001129170.000001729-0.0000003954-0.00002054230.0000055179-0.00000128490.000000425160.0000031737-0.00000768830.0000020698-0.0000006393-0.00001129170.0000574441-0.00000822910.0000017290.0000055179-0.00001079130.0000033733-0.00000128497-0.00000063930.0000020698-0.00000768830.00000317370.000001729-0.00000822910.0000574441-0.0000112917-0.00000128490.0000033733-0.00001079130.000005517980.0000001747-0.00000063930.0000031737-0.0000133964-0.00000039540.000001729-0.00001129170.00007829850.0000004251-0.00000128490.0000055179-0.000020542390.000003573-0.00000117210.0000003228-0.0000001252-0.00002054230.0000055179-0.00000128490.00000042510.0001158102-0.00002115550.000003976-0.000001120410-0.00000117210.0000015515-0.00000065170.00000032280.0000055179-0.00001079130.0000033733-0.0000012849-0.00002115550.0000774752-0.00001432390.000003976110.0000003228-0.00000065170.0000015515-0.0000011721-0.00000128490.0000033733-0.00001079130.00000551790.000003976-0.00001432390.0000774752-0.000021155512-0.00000012520.0000003228-0.00000117210.0000035730.0000004251-0.00000128490.0000055179-0.0000205423-0.00000112040.000003976-0.00002115550.0001158102K12.12-1*K12.30.02477972630.1464060351-0.01875494860.00715059530.0917045894-0.00703350230.00715059530.0917045894-0.00703350230.02477972630.1464060351-0.0187549486-0.15845559070.01204955550.1216263088-0.09193877550.00023418610.0845539941-0.09193877550.00023418610.0845539941-0.15845559070.01204955550.12162630880.0368292819-0.22006459890.18926009480.0073847814-0.10647415220.09920646380.0073847814-0.10647415220.09920646380.0368292819-0.22006459890.1892600948K36*K66-1*K631161.1389102777-56.9626647441-956.1076627711-56.96266474412618.4149860806-1457.2760758028-956.1076627711-1457.27607580282293.7964881834KL=K22-K24*K44-1*K4211204.8359131372-6126.0247469634956.1076627711-6126.02474696349747.5598373344-4725.7113359047956.1076627711-4725.71133590473889.190923524KL-10.00020759350.000257290.0002615960.000257290.00056854640.00062758280.0002615960.00062758280.0009553815FUERZAS APLICADASF =0.00F =0.00F =0.00=0.00000m0Ok=0.00000m0Ok=0.00000m00

Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:lado menorVictor:lado mayorVictor:altura de columna

MUTOCARACTERISTICA GENERALfc210.00kg/cm2E2173706.51tn/m2CARACTERISTICA DE VIGA EN DIRECION X-XabLIViga 130.300.505.600.003125000Viga 140.300.505.600.003125000Viga 150.300.505.600.003125000Viga 160.300.505.600.003125000Viga 170.300.505.600.003125000Viga 180.300.505.600.003125000Viga 190.300.505.600.003125000Viga 200.300.505.600.003125000Viga 210.300.505.600.003125000CARACTERISTICA DE COLUMNAEN DIRECCION X-XabLIE*IKempot.Columna 10.300.404.000.0016000003477.93652.1119535785Columna 20.300.404.000.0016000003477.93652.1119535785Columna 30.300.404.000.0016000003477.93652.1119535785Columna 40.300.404.000.0016000003477.93652.1119535785Columna 50.300.403.000.0016000003477.931545.7468529269Columna 60.300.403.000.0016000003477.931545.7468529269Columna 70.300.403.000.0016000003477.931545.7468529269Columna 80.300.403.000.0016000003477.931545.7468529269Columna 90.300.403.000.0016000003477.931545.7468529269Columna 100.300.403.000.0016000003477.931545.7468529269Columna 110.300.403.000.0016000003477.931545.7468529269Columna 120.300.403.000.0016000003477.931545.7468529269CASO EXTREMO EMPOTRADOCASO GENERALK(cl) =a*K(ce) =K(cl) =a*K(ce) =a =a =Kv =Kv =Kc =Kc =DIRECCION X-XEJEDESCRIPCIONKvKcaKL1-AEMPOTRADO0.00055803570.000401.39508928570.558185363.9994GENERAL0.00111607140.000532.09263392860.511317333.43600.00111607140.000532.09263392860.511317333.43603215.66531-BEMPOTRADO0.00111607140.000402.79017857140.686859447.9091GENERAL0.00223214290.000534.18526785710.6766511045.93121607.83270.00223214290.000534.18526785710.6766511045.93121-CEMPOTRADO0.00111607140.000402.79017857140.6868591061.71063215.6653GENERAL0.00223214290.000534.18526785710.6766511045.93121012.76630.00223214290.000534.18526785710.6766511045.93121-DEMPOTRADO0.00055803570.000401.39508928570.558185862.81332736.4324GENERAL0.00111607140.000532.09263392860.511317790.36692736.43240.00111607140.000532.09263392860.511317790.3669CARACTERISTICA DE VIGA EN DIRECION Y-YabLIViga 70.300.707.000.008575000Viga 80.300.707.000.008575000Viga 90.300.707.000.008575000CARACTERISTICA DE COLUMNAEN DIRECCION Y-YabLIE*IKempot.Columna 10.400.303.000.0009000001956.34869.4826047714Columna 20.400.303.000.0009000001956.34869.4826047714Columna 30.400.303.000.0009000001956.34869.4826047714Columna 40.400.303.000.0009000001956.34869.4826047714Columna 50.400.303.000.0009000001956.34869.4826047714Columna 60.400.303.000.0009000001956.34869.4826047714DIRECCION Y-YEJEDESCRIPCIONKvKcaKLA-1EMPOTRADO0.0012250.000304.08333333330.753425655.0896GENERAL0.002450.000308.16666666670.803279698.43681396.87370.002450.000308.16666666670.803279698.4368A-2EMPOTRADO0.0012250.000304.08333333330.753425655.0896698.4368GENERAL0.002450.000308.16666666670.803279698.43681396.87370.002450.000308.16666666670.803279698.4368A-2EMPOTRADO0.00106666670.0000000.0000000.0000GENERAL0.00213333330.0000000.0000000.000003487.7232100.0000000.0000B-2EMPOTRADO0.00053333330.0000000.0000000.0000GENERAL0.00106666670.0000000.0000000.000003923.6886200.000000KLA-3EMPOTRADO03923.6886200.000000655.0896GENERAL06975.4464300.000000698.436803923.6886200.000000698.4368B-3EMPOTRADO06975.4464300.000000655.0896GENERAL07847.3772300.000000698.436803923.6886200.000000698.4368A-4EMPOTRADO07847.3772300.0000000.0000GENERAL07847.3772300.0000000.000000.0000000.0000000.0000B-4EMPOTRADO07847.3772300.0000000.0000GENERAL03487.7232100.0000000.000000.0000000.000000KL1310.17931310.1793455.57612707.0530-1396.87370-1396.87372793.7474-1396.87370-1396.87371396.8737

Victor:lado menorVictor:lado mallorVictor:altura de columnaVictor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:lado menorVictor:lado mayorVictor:altura de columna

Hoja1primer pisob(m)d(m)Area(m2)I(m4)L(m)I/L(fc(Kg/cm2)E(Tn/m2)col10.250.250.06250.00032552082.90.00011224862102173706.51192842col20.250.250.06250.00032552082.90.00011224862102173706.51192842col30.250.250.06250.00032552082.90.00011224862102173706.51192842col40.250.250.06250.00032552082.90.00011224862102173706.51192842col5col669.6300878447I/lC10.0004489943viga10.250.40.10.00133333334.50.00029629632102173706.51192842viga20.250.40.10.00133333334.50.00029629632102173706.51192842`12Ei/l3348.1504392234viga30.250.40.10.00133333333.40.00039215692102173706.511928424veces13.926Tn/cmviga40.30.50.150.003125`48E/h135978590.5422634viga50.30.50.150.003125Kc10.0004489943viga60.30.50.150.003125Kv10.0009847495vigaKv1+Kc1/120.0010221656I/lV10.0009847495K11141.8241606274Tn/mK111.4182Tn/cmsegundo pisob(m)d(m)Area(m2)I(m4)L(m)I/L(fc(Kg/cm2)E(Tn/m2)col10.250.250.06250.00032552082.90.00011224862102173706.5119284257.0912080314col20.250.250.06250.00032552082.90.00011224862102173706.51192842col30.250.250.06250.00032552082.90.00011224862102173706.51192842col40.250.250.06250.00032552082.90.00011224862102173706.51192842col5col6I/Lc20.0004489943viga10.250.40.10.00133333334.50.00029629632102173706.51192842`48E/h235978590.5422634viga20.250.40.10.00133333334.50.00029629632102173706.51192842Kc10.0004489943viga30.250.40.10.00133333333.40.00039215692102173706.51192842Kc20.0004489943viga40.30.40.120.0016Kv10.0009847495viga50.250.40.10.0013333333Kv20.0009847495viga60.250.40.10.0013333333K2956.491605682vigaK29.565Tn/cm2I/lV20.000984749547.8245802841tercer pisob(m)d(m)Area(m2)I(m4)L(m)I/L(fc(Kg/cm2)E(Tn/m2)col10.250.250.06250.00032552082.90.00011224862102173706.51192842col20.250.250.06250.00032552082.90.00011224862102173706.51192842col30.250.250.06250.00032552082.90.00011224862102173706.51192842col40.250.250.06250.00032552082.90.00011224862102173706.51192842col5col6I/lC30.0004489943viga10.250.40.10.00133333334.50.00029629632102173706.51192842`48E/h335978590.5422634viga20.250.40.10.00133333334.50.00029629632102173706.51192842Kc20.0004489943viga30.250.40.10.00133333333.40.00039215692102173706.51192842Kc30.0004489943viga40.30.40.120.0016Kv20.0009847495viga50.250.40.10.0013333333Kv30.0009847495viga60.250.40.10.0013333333K3956.491605682vigaK39.5649Tn/cmI/lV30.000984749547.8245802841CURATO pisob(m)d(m)Area(m2)I(m4)L(m)I/L(fc(Kg/cm2)E(Tn/m2)col10.250.250.06250.00032552082.90.00011224862102173706.51192842col20.250.250.06250.00032552082.90.00011224862102173706.51192842col30.250.250.06250.00032552082.90.00011224862102173706.51192842col40.250.250.06250.00032552082.90.00011224862102173706.51192842col5col6I/lC40.0004489943`48E/h435978590.5422634viga10.250.40.10.00133333334.50.00029629632102173706.51192842Kc30.0004489943viga20.250.40.10.00133333334.50.00029629632102173706.51192842Kc40.0004489943viga30.250.40.10.00133333333.40.00039215692102173706.51192842Kv30.0009847495viga40.30.40.120.0016Kc3/12+Kv30.0010221656viga50.250.40.10.0013333333Kv40.0009847495viga60.250.40.10.0013333333K31037.736556808vigaK310.3773655681tn/cmI/lV40.000984749551.8868278404

WILBURCARACTERISTICA GENERALfc210.00kg/cm2E2173706.51tn/m2CARACTERISTICA DE VIGA EN DIRECION X-XabLIKvViga 130.300.505.600.0031250000.00055804Viga 140.300.505.600.0031250000.00055804Viga 150.300.505.600.0031250000.00055804Viga 160.300.505.600.0031250000.00055804Viga 170.300.505.600.0031250000.00055804Viga 180.300.505.600.0031250000.00055804Viga 190.300.505.600.0031250000.00055804Viga 200.300.505.600.0031250000.00055804Viga 210.300.505.600.0031250000.00055804CARACTERISTICA DE COLUMNAEN DIRECCION X-XabLIKcColumna 10.300.403.000.0016000000.00053333Columna 20.300.403.000.0016000000.00053333Columna 30.300.403.000.0016000000.00053333Columna 40.300.403.000.0016000000.00053333Columna 50.300.403.000.0016000000.00053333Columna 60.300.403.000.0016000000.00053333Columna 70.300.403.000.0016000000.00053333Columna 80.300.403.000.0016000000.00053333Columna 90.300.403.000.0016000000.00053333Columna 100.300.403.000.0016000000.00053333Columna 110.300.403.000.0016000000.00053333Columna 120.300.403.000.0016000000.00053333Primer piso-columna empotradaEntre pisos-columna empotradaRESUMENhKcKvKiDR1 piso emp.3.000.002133330.001674113923.24108864.94214389033923.24096720986641.8609-2718.619902 piso3.000.002133330.001674112718.619912448.94214389032793.7557897579-2718.61995880.0874-3161.46753 piso3.000.002133330.001674113161.4675110013161.46752030310-3161.46753161.4675CARACTERISTICA DE VIGA EN DIRECION Y-YabLIKvViga 70.300.505.600.0031250000.00055804Viga 80.300.505.600.0031250000.00055804Viga 100.300.505.600.0031250000.00055804CARACTERISTICA DE COLUMNAEN DIRECCION Y-YabLIKcColumna 10.400.303.000.0009000000.00030000Columna 20.400.303.000.0009000000.00030000Columna 30.400.303.000.0009000000.00030000Columna 40.400.303.000.0009000000.00030000Columna 50.400.303.000.0009000000.00030000Columna 60.400.303.000.0009000000.00030000Primer piso-columna empotradaEntre pisos-columna empotradaRESUMENhKcKvKi2002.4146-837.97481 piso emp.3.000.000600000.000558041164.4398-837.97481800.6437-962.66902 piso3.000.000600000.00055804837.9748-962.66896011962.66903 piso3.000.000600000.00055804962.6690

Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:lado menorVictor:lado mayorVictor:altura de columnaVictor:altura de columnaVictor:rigidez de la columna del entrepiso "n"Victor:rigidez de la viga del entrepiso "n"Victor:rigidez del entrepisoVictor:rigidez de la viga del entrepiso "n"Victor:rigidez de la columna del entrepiso "n"Victor:base de vigaVictor:altura de vigaVictor:longitud de viga (m)Victor:rigidez de la viga del entrepiso "n"Victor:lado menorVictor:lado mayorVictor:altura de columnaVictor:rigidez de la columna del entrepiso "n"Victor:altura de columnaVictor:rigidez de la columna del entrepiso "n"Victor:rigidez de la viga del entrepiso "n"Victor:rigidez del entrepiso

METRADO DE CARGASMETRADO DE CARGAS PARA SISMOMETRADO DE LOSADESCRIPCIONESPESORPESO (Kg/m2)LOSA h=0.25300CIELO RASO----------20PISO TERM.----------100CM. (D)420Carga muerta de losaCATEGORIA: B50%25%25% EN AZOTEAS% CARGA VIVACODIGODESCRIPCIONS/C (kg/m2)% S/C (L)D + 25% S/CPESO (Kg/m2)AAZOTEA10025D +AZOTEA445.00BTIENDAS (STAND)500250D +TIENDAS (STAND)670.00CL. ASAMBLEA300150D +L. ASAMBLEA570.00DSALAS DE COMPUT.250125D +SALAS DE COMPUT.545.00ECORRED. Y ESCAL.500250D +CORRED. Y ESCAL.670.00FSALA DE ARCHIV.250125D +SALA DE ARCHIV.545.00GSALA DE ALMAC.750375D +SALA DE ALMAC.795.00PISO :TERCEROAREA DE LOSALOSAB# DE LOSASLADO 1 (m)LADO 2 (m)AREA (m2)16.6258.6557.30616.62510.3068.23816.6254.9532.79417.501.8013.500AREA TOTAL POR PISO171.838PISO :SEGUNDOAREA DE LOSATIENDAS (STANDS)B# DE LOSASLADO 1 (m)LADO 2 (m)AREA (m2)16.6258.6557.30616.62510.3068.23816.6254.9532.79417.501.8013.500AREA TOTAL POR PISO171.838PISO :PRIMEROAREA DE LOSATIENDAS (STANDS)E# DE LOSASLADO 1 (m)LADO 2 (m)AREA (m2)16.6258.6557.30616.62510.3068.23816.6254.9532.79417.701.8013.860AREA TOTAL POR PISO172.198P. LOSA+50% S/C ,TIPO DE USOAREA TOTALPESO TOTALTERCER NIVEL445.00 KG/M2171.84 M276467.69 KGSEGUNDO NIVEL670.00 KG/M2171.84 M2115131.13 KGPRIMER NIVEL670.00 KG/M2172.20 M2115372.33 KGCOLUMNASCAALBAILERIAPESO ESP.(Tn/m3)2.40 Ton/m31.90 Ton/m3(Peso Especifico de Albaileria Incluye acabados)0.32 Ton/m3(Peso Especifico de Superboard)PISO 03TIPO DE COLUMNA# DE COLUMNASLADO 1LADO 2LONG. TOTALPESO (Tn)C-110.350.701.701.000C-210.350.801.700.393C-310.350.901.701.285C-410.351.301.701.856C-510.351.001.701.428C-610.350.601.700.857C-710.250.251.700.255P-110.252.001.702.040P-210.250.601.700.612P-210.250.6751.700.689PESO TOTAL POR PISO10.414PISO 02TIPO DE COLUMNA# DE COLUMNASLADO 1LADO 2LONG. TOTALPESO (Tn)C-140.350.703.307.762C-220.350.803.301.524C-320.350.903.304.990C-420.351.303.307.207C-520.351.003.305.544C-640.350.603.306.653C-720.250.253.300.990P-110.252.003.303.960P-210.250.603.301.188P-210.250.6753.301.337PESO TOTAL POR PISO41.154PISO 01TIPO DE COLUMNA# DE COLUMNASLADO 1LADO 2LONG. TOTALPESO (Tn)C-140.350.704.5810.772C-220.350.804.582.115C-320.350.904.586.925C-420.351.304.5810.003C-520.351.004.587.694C-640.350.604.589.233C-720.250.254.581.374P-110.252.004.585.496P-210.250.604.581.649P-210.250.6754.581.855PESO TOTAL POR PISO57.116VIGASPISO 03TIPO DE VIGA# VIGASLADO 1LADO 2LONG. TOTALPESO (Tn)EJE 4-4 ENTRE A-B10.350.606.6253.339EJE 4-4 ENTRE B-C10.350.606.6253.339EJE 4-4 ENTRE C-D10.350.603.1251.575EJE 3-3 ENTRE A-B10.350.606.6253.339EJE 3-3 ENTRE B-C10.350.606.6253.339EJE 3-3 ENTRE C-D10.350.606.6253.339EJE 2-2 ENTRE A-B10.350.606.6253.339EJE 2-2 ENTRE B-C10.350.606.6253.339EJE 2-2 ENTRE C-D10.350.606.6253.339EJE 1-1 ENTRE A-B10.250.606.7502.430EJE 1-1 ENTRE B-C10.250.606.7502.430EJE 1-1 ENTRE C-D10.250.606.7502.430EJE 1'-1' ENTRE A-B10.250.403.1000.744EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE A-A ENTRE 1'-110.250.401.8000.432EJE A-A ENTRE 1-210.250.504.3501.305EJE A-A ENTRE 2-310.350.709.5005.586EJE A-A ENTRE 3-410.350.708.4004.939EJE B-B ENTRE 1-210.250.504.5001.350EJE B-B ENTRE 2-310.350.708.9505.263EJE B-B ENTRE 3-410.350.708.2004.822EJE C-C ENTRE 1'-110.250.401.1250.270EJE C-C ENTRE 1-210.250.504.3501.305EJE C-C ENTRE 2-310.350.708.9505.263EJE C-C ENTRE 3-410.350.708.2004.822EJE D-D ENTRE 1-210.250.504.5001.350EJE D-D ENTRE 2-310.350.709.5005.586EJE D-D ENTRE 3-410.350.708.4004.9390.00PESO TOTAL POR PISO85.472PISO 02TIPO DE VIGA# VIGASLADO 1LADO 2LONG. TOTALPESO (Tn)EJE 4-4 ENTRE A-B10.350.606.6253.339EJE 4-4 ENTRE B-C10.350.606.6253.339EJE 4-4 ENTRE C-D10.350.603.1251.575EJE 3-3 ENTRE A-B10.350.606.6253.339EJE 3-3 ENTRE B-C10.350.606.6253.339EJE 3-3 ENTRE C-D10.350.606.6253.339EJE 2-2 ENTRE A-B10.350.606.6253.339EJE 2-2 ENTRE B-C10.350.606.6253.339EJE 2-2 ENTRE C-D10.350.606.6253.339EJE 1-1 ENTRE A-B10.250.606.7502.430EJE 1-1 ENTRE B-C10.250.606.7502.430EJE 1-1 ENTRE C-D10.250.606.7502.430EJE 1'-1' ENTRE A-B10.250.403.1000.744EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE A-A ENTRE 1'-110.250.401.8000.432EJE A-A ENTRE 1-210.250.504.3501.305EJE A-A ENTRE 2-310.350.709.5005.586EJE A-A ENTRE 3-410.350.708.4004.939EJE B-B ENTRE 1-210.250.504.5001.350EJE B-B ENTRE 2-310.350.708.9505.263EJE B-B ENTRE 3-410.350.708.2004.822EJE C-C ENTRE 1'-110.250.401.1250.270EJE C-C ENTRE 1-210.250.504.3501.305EJE C-C ENTRE 2-310.350.708.9505.263EJE C-C ENTRE 3-410.350.708.2004.822EJE D-D ENTRE 2-310.350.709.5005.586EJE D-D ENTRE 3-410.350.708.4004.939----0.000PESO TOTAL POR PISO84.122PISO 01TIPO DE VIGA# VIGASLADO 1LADO 2LONG. TOTALPESO (Tn)EJE 4-4 ENTRE A-B10.350.606.6253.339EJE 4-4 ENTRE B-C10.350.606.6253.339EJE 4-4 ENTRE C-D10.350.603.1251.575EJE 3-3 ENTRE A-B10.350.606.6253.339EJE 3-3 ENTRE B-C10.350.606.6253.339EJE 3-3 ENTRE C-D10.350.606.6253.339EJE 2-2 ENTRE A-B10.350.606.6253.339EJE 2-2 ENTRE B-C10.350.606.6253.339EJE 2-2 ENTRE C-D10.350.606.6253.339EJE 1-1 ENTRE A-B10.250.606.7502.430EJE 1-1 ENTRE B-C10.250.606.7502.430EJE 1-1 ENTRE C-D10.250.606.7502.430EJE 1'-1' ENTRE A-B10.250.403.1000.744EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE 1'-1' ENTRE B-C10.250.404.0000.960EJE A-A ENTRE 1'-110.250.401.8000.432EJE A-A ENTRE 1-210.250.504.3501.305EJE A-A ENTRE 2-310.350.709.5005.586EJE A-A ENTRE 3-410.350.708.4004.939EJE B-B ENTRE 1-210.250.504.5001.350EJE B-B ENTRE 2-310.350.708.9505.263EJE B-B ENTRE 3-410.350.708.2004.822EJE C-C ENTRE 1'-110.250.401.1250.270EJE C-C ENTRE 1-210.250.504.3501.305EJE C-C ENTRE 2-310.350.708.9505.263EJE C-C ENTRE 3-410.350.708.2004.822EJE D-D ENTRE 2-310.350.709.5005.586EJE D-D ENTRE 3-410.350.708.4004.939----0.000PESO TOTAL POR PISO84.122MUROSNOTA:No se considera las ventanas y puertas solo tabiqueria (Analisis de Edificios ref. Ing. San Bartolome)ALBAILERIA1.90Tn/m3TERCER ENTREPISO0.32Tn/m3DESCRIPCION# ELEMENTESPESORLONGITUDALTURASUB TOTALP. ESPECIFICOMURO PERIMETRICO10.15042.351.00012.0701.9MURO PERMIETRICO FRONTAL10.15025.351.50010.8371.9EJE 4-4 ENTRE A-C50.2503.251.45011.1921.9TRAMO 2-3 ENTRE A-D60.1503.5751.4501.4930.32TRAMO 2-3 ENTRE A-D20.1508.5001.4501.1830.32EJE A-A TRAMO 2-410.2502.3001.4501.5841.9EJE A-C TRAMO 1'-210.25016.0001.45011.0201.9EJE A-A TRAMO 2-410.25015.6000.4002.9641.90.000PESO TOTAL52.343SEGUNDO ENTREPISODESCRIPCION# ELEMENTESPESORLONGITUDALTURASUB TOTALP. ESPECIFICOEJE 4-4 ENTRE A-C50.2503.253.05023.5421.9TRAMO 2-3 ENTRE A-D60.1503.5753.0503.1400.32TRAMO 2-3 ENTRE A-D20.1508.5003.0502.4890.32EJE A-A TRAMO 2-410.2502.3003.0503.3321.9EJE A-C TRAMO 1'-210.25016.0003.05023.1801.9EJE A-A TRAMO 2-410.25015.6001.40010.3741.90.000PESO TOTAL66.057PRIMER ENTREPISODESCRIPCION# ELEMENTESPESORLONGITUDALTURASUB TOTALP. ESPECIFICOEJE 4-4 ENTRE A-C40.2503.253.90024.0831.9TRAMO 3-4 ENTRE A-D30.1505.253.9002.9480.32TRAMO 2-3 ENTRE A-D10.15024.6753.9004.6190.32TRAMO 2-3 ENTRE A-D10.15033.0003.9006.1780.32EJE A-C TRAMO 1'-210.2509.6003.90017.7841.9EJE A-A TRAMO 2-310.2501.9002.4252.1891.9EJE A-A TRAMO 3-410.2504.9003.9259.1351.9EJE A-A TRAMO 3-4 PUERTA10.2503.5001.5002.4941.90.000PESO TOTAL69.429RESUMEN DE PESOS POR ENTREPISOSPESOS (Ton)ENTREPISOLOSASCOLUMNASVIGASESCALERASMUROSPESO POR ENTREPISO-------------------------376.46810.41485.472metrado en losa52.343224.6972115.13141.15484.122metrado en losa66.057306.4641115.37257.11684.122metrado en losa69.429326.040PESO TOTAL DE LA EDIFICACION857.20 TonSISTEMA DE MASAS DE LA ESTRUCTURAm =22.90Ton-Seg2 / mW =224.70Ton.m =31.24Ton-Seg2 / mW =306.46Ton.m =33.24Ton-Seg2 / mW =326.04Ton.Nota: Las masas se colocaran en el centro de masa de la estructura a un nudo.CALCULO DEL CENTRO DE MASA Y RIGIDEZ BLOQUE:"A"3 NIVELX CM =12.49Y CM =11.09Donde:I = Momento de Inercia de la seccin transversalE = Mdulo de ElasticidadG = Mdulo de CorteEs el centroide de todas las cargas permanentes mas el porcentaje correspondiente de la carga vivapor encima del plano considerado.XCM =S PxXYCM =S PxYS PS PPESO DE LOSAS EN FUNCION A SU USOAZOTEA445.0 kg/m2CA2400 kg/m3MUROS1900 kg/m3STANDS Y670.0 kg/m2TABIQUE320 kg/m3CORREDORESIncluye sobrecargaE =2173706511.93kg/m2DESCRIPCIONLOSAS Y ESCALERASBASE------LONGITUDPESOXCGYCGPxXPxYTRAMO A-B ENTRE 3-46.625---8.65025501.283.48820.22588935.72515763.41TRAMO A-B ENTRE 2-36.625---10.30030365.693.48810.400105900.34315803.15TRAMO A-B ENTRE 1-26.625---4.95014593.223.4882.45050893.8535753.39TRAMO B-C ENTRE 3-46.650---8.65025597.5110.47520.225268133.94517709.69TRAMO B-C ENTRE 2-36.650---10.30030480.2810.47510.400319280.88316994.86TRAMO B-C ENTRE 1-26.650---4.95014648.2910.4752.450153440.8135888.30TRAMO C-D ENTRE 3-43.3754.0006007.5019.11322.550114818.34135469.13TRAMO C-D ENTRE 3-46.650---4.65013760.5117.47518.226240464.96250792.22TRAMO C-D ENTRE 2-36.650---10.30030480.2817.47510.400532642.81316994.86TRAMO C-D ENTRE 1-26.650---4.95014648.2917.4752.450255978.8235888.30VIGASBHLONGITUDPESOXCGYCGPxXPxYEJE 4-4 ENTRE A-B0.350.606.6253339.003.48824.72511644.7682556.78EJE 4-4 ENTRE B-CEJE 4-4 ENTRE B-C0.350.606.6253339.0010.47524.72534976.0382556.78EJE 4-4 ENTRE C-DEJE 4-4 ENTRE C-D0.350.603.1251575.0019.23824.72530299.0638941.88EJE 3-3 ENTRE A-BEJE 3-3 ENTRE A-B0.350.606.6253339.003.48815.72511644.7652505.78EJE 3-3 ENTRE B-CEJE 3-3 ENTRE B-C0.350.606.6253339.0010.47515.72534976.0352505.78EJE 3-3 ENTRE C-DEJE 3-3 ENTRE C-D0.350.606.6253339.0019.23815.72564234.0152505.78EJE 2-2 ENTRE A-BEJE 2-2 ENTRE A-B0.350.606.6253339.003.4885.07511644.7616945.43EJE 2-2 ENTRE B-CEJE 2-2 ENTRE B-C0.350.606.6253339.0010.4755.07534976.0316945.43EJE 2-2 ENTRE C-DEJE 2-2 ENTRE C-D0.350.606.6253339.0019.2385.07564234.0116945.43EJE 1-1 ENTRE A-BEJE 1-1 ENTRE A-B0.250.606.7502430.003.4880.0008474.630.00EJE 1-1 ENTRE B-CEJE 1-1 ENTRE B-C0.250.606.7502430.0010.4750.00025454.250.00EJE 1-1 ENTRE C-DEJE 1-1 ENTRE C-D0.250.606.7502430.0019.2380.00046747.130.00EJE 1'-1' ENTRE A-BEJE 1'-1' ENTRE A-B0.250.403.100744.001.675-2.2251246.20-1655.40EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE B-C0.250.404.000960.007.225-2.2256936.00-2136.00EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE C-D0.250.404.000960.0011.475-2.22511016.00-2136.00EJE A-A ENTRE 1'-1EJE A-A ENTRE 1'-10.250.401.800432.000.000-1.2000.00-518.40EJE A-A ENTRE 1-2EJE A-A ENTRE 1-20.250.504.3501305.000.0002.6000.003393.00EJE A-A ENTRE 2-3EJE A-A ENTRE 2-30.350.709.5005586.000.00010.2500.0057256.50EJE A-A ENTRE 3-4EJE A-A ENTRE 3-40.350.708.4004939.200.00020.1000.0099277.92EJE B-B ENTRE 1-2EJE B-B ENTRE 1-20.250.504.5001350.006.9752.6009416.253510.00EJE B-B ENTRE 2-3EJE B-B ENTRE 2-30.350.708.9505262.606.97510.25036706.6453941.65EJE B-B ENTRE 3-4EJE B-B ENTRE 3-40.350.708.2004821.606.97520.10033630.6696914.16EJE C-C ENTRE 1'-1EJE C-C ENTRE 1'-10.250.401.125270.0713.975-1.2003774.26-324.09EJE C-C ENTRE 1-2EJE C-C ENTRE 1-20.250.504.3501305.0013.9752.60018237.383393.00EJE C-C ENTRE 2-3EJE C-C ENTRE 2-30.350.708.9505262.6013.97510.25073544.8453941.65EJE C-C ENTRE 3-4EJE C-C ENTRE 3-40.350.708.2004821.6013.97520.10067381.8696914.16EJE D-D ENTRE 1-2EJE D-D ENTRE 1-20.250.504.5001350.0020.9752.60028316.253510.00EJE D-D ENTRE 2-3EJE D-D ENTRE 2-30.350.709.5005586.0020.97510.250117166.3557256.50EJE D-D ENTRE 3-4EJE D-D ENTRE 3-40.350.708.4004939.2020.97520.100103599.7299277.92----------------COLUMNAS Y ESC.BHALTURAPESOXCGYCGPxXPxYgKyiKxiKyiXiKxiYiEJE A-1'0.250.251.70255.000.000-2.2250.00-567.380.0301630932.256849051630932.256849050-3628824.27148914EJE A-10.350.601.70856.800.0000.0000.000.000.17224890824.81108928469794.5537734100EJE A-20.350.701.70999.600.0005.1500.005147.940.23436182830.30096819045707.57524203046585394.0124965EJE A-30.350.901.701285.200.00015.4500.0019856.340.38763650650.5428969626178.631487360148724459.85648EJE A-40.350.701.70999.600.00024.6000.0024590.160.23436182830.30096819045707.575242030222524406.350954EJE A'-1'3.500.251.703570.004.975-2.22517760.75-7943.250.03022833051.59588674475278112.7938113594431.689536-9957493800.9662EJE B-10.250.601.70612.006.9750.0004268.700.000.17217779160.57934943086659.82280372124009645.0409620EJE B-20.351.001.701428.006.9755.1509960.307354.200.47879208462.17334159703036.61623434552479023.65905749970638.5736068EJE B-30.351.301.701856.406.97515.25012948.3928310.100.807130151779.2784079434078.67550583907808660.466889143869699.801464EJE B-40.350.801.701142.406.97524.5007968.2427988.800.30649208452.74784019418805.40876626343228957.916184230760732.514773EJE B'-1'0.250.251.70255.009.350-2.2252384.25-567.380.0301630932.256849051630932.2568490515249216.6015386-3628824.27148914EJE C-1' hor.0.380.251.70382.5013.675-2.2255230.69-851.060.0302446398.385273585504396.3668655533454497.9186162-12247281.9162758EJE C-1' vert.0.250.931.70943.5013.975-1.88813185.41-1780.860.40948176112.75656333519073.24737497673261175.772972-6642250.75442025EJE C-10.250.601.70612.0013.9750.0008552.700.000.17217779160.57934943086659.82280372248463769.0964080EJE C-20.351.001.701428.0013.9755.15019956.307354.200.47879208462.17334159703036.616234341106938258.8724549970638.5736068EJE C-30.351.301.701856.4013.97515.25025943.1928310.100.807130151779.2784079434078.675505831818871115.41574143869699.801464EJE C-40.350.801.701142.4013.97524.50015965.0427988.800.30649208452.74784019418805.40876626687688127.151065230760732.514773EJE D-10.250.601.70612.0021.0250.00012867.300.000.17217779160.57934943086659.82280372373806851.1808220EJE D-20.350.701.70999.6021.0255.15021016.595147.940.23436182830.30096819045707.57524203760744007.07785546585394.0124965EJE D-30.350.901.701285.2021.02515.45027021.3319856.340.38763650650.5428969626178.631487361338254927.66439148724459.85648EJE D-40.350.601.70856.8021.02524.60018014.2221077.280.17224890824.81108928469794.55377341523329591.65315208356946.022826PLACA DE ESCALERA HOR. EJE C-C0.251.001.701020.0013.92525.40014203.5025908.000.47856577472.98095833536092.06130989787841311.25984489816738.3572712PLACA DE ESCALERA HOR. EJE C'-C'0.251.001.701020.0017.55025.40017901.0025908.000.47856577472.98095833536092.06130989992934650.81581789816738.3572712PLACA DE ESCALERA VERT. EJE 4-43.380.251.703442.5015.73825.77554176.3488730.440.03022017585.46746224012704951.44499346501751.294186103427470123.495ESCALERA UN TRAMO1.809.450.2911679.757.650-1.20089350.06-14015.70ESCALERA DOS TRAMOS3.385.500.2912745.7615.73823.100200586.32294426.941067996270.42898637041472.4550111748459970.547595294165819.920611.0011.03MUROSESPESORBASEALTURAPESOXCGYCGPxXPxYEJE A-A ENTRE 1'-10.150.851.50363.38-0.6005.075-218.0251844.128EJE A-A ENTRE 1'-10.156.381.502727.45-1.1001.950-3000.1955318.528EJE A-A ENTRE 1'-10.151.381.50589.10-0.575-1.794-338.730-1056.778EJE A-A ENTRE 1-40.1519.751.005628.75-0.10015.025-562.87584571.969EJE 4-4 ENTRE A-C0.1513.631.003883.136.98824.82527133.33696398.578EJE 1'-1' ENTRE A-C0.1514.081.506017.067.063-2.27542495.504-13688.817EJE C-C ENTRE 1'-10.151.901.50812.2514.025-1.25011391.806-1015.3130.000.0000.000S PESO =248783.41S =3106165.092758483.24XCM =S PxXXCM =12.49 MEstos valores son respecto a un eje coordenado.S PYCM =S PxYYCM =11.09 MS PCALCULO DEL CENTRO DE MASA Y RIGIDEZ BLOQUE:"A"2 NIVELX CM =12.42Y CM =11.21Es el centroide de todas las cargas permanentes mas el porcentaje correspondiente de la carga vivapor encima del plano considerado.XCM =S PxXYCM =S PxYS PS PPESO DE LOSAS EN FUNCION A SU USOAZOTEA445.0 kg/m2CA2400 kg/m3MUROS1900 kg/m3STANDS Y670.0 kg/m2Incluye acabadosCORREDORESIncluye sobrecargaDESCRIPCIONLOSAS Y ESCALERASBASE------LONGITUDPESOXCGYCGPxXPxYTRAMO A-B ENTRE 3-46.625---8.65038395.193.48820.225133903.22776542.67TRAMO A-B ENTRE 2-36.625---10.30045719.133.48810.400159445.45475478.90TRAMO A-B ENTRE 1-26.625---4.95021971.813.4882.45076626.7053830.94TRAMO B-C ENTRE 3-46.650---8.65038540.0810.47520.225403707.29779473.02TRAMO B-C ENTRE 2-36.650---10.30045891.6510.47510.400480715.03477273.16TRAMO B-C ENTRE 1-26.650---4.95022054.7310.4752.450231023.2454034.08TRAMO C-D ENTRE 3-43.3754.0009045.0019.11322.550172872.56203964.75TRAMO C-D ENTRE 3-46.650---4.65020718.0817.47518.226362048.36377597.28TRAMO C-D ENTRE 2-36.650---10.30045891.6517.47510.400801956.58477273.16VOLADO EN EJE A-A7.320---1.0004904.40-0.462-3.494-2264.85-17136.46--------------VIGASBHLONGITUDPESOXCGYCGPxXPxYEJE 4-4 ENTRE A-B0.350.606.6251553.563.48824.7255418.0538411.83EJE 4-4 ENTRE B-CEJE 4-4 ENTRE B-C0.350.606.6251553.5610.47524.72516273.5738411.83EJE 4-4 ENTRE C-DEJE 4-4 ENTRE C-D0.350.603.125732.8119.23824.72514097.4818118.79EJE 3-3 ENTRE A-BEJE 3-3 ENTRE A-B0.350.606.6251553.563.48815.7255418.0524429.77EJE 3-3 ENTRE B-CEJE 3-3 ENTRE B-C0.350.606.6251553.5610.47515.72516273.5724429.77EJE 3-3 ENTRE C-DEJE 3-3 ENTRE C-D0.350.606.6251553.5619.23815.72529886.6624429.77EJE 2-2 ENTRE A-BEJE 2-2 ENTRE A-B0.350.606.6251553.563.4885.0755418.057884.33EJE 2-2 ENTRE B-CEJE 2-2 ENTRE B-C0.350.606.6251553.5610.4755.07516273.577884.33EJE 2-2 ENTRE C-DEJE 2-2 ENTRE C-D0.350.606.6251553.5619.2385.07529886.667884.33EJE 1-1 ENTRE A-BEJE 1-1 ENTRE A-B0.250.606.7501130.633.4880.0003943.050.00EJE 1-1 ENTRE B-CEJE 1-1 ENTRE B-C0.250.606.7501130.6310.4750.00011843.300.00EJE 1'-1' ENTRE A-BEJE 1'-1' ENTRE A-B0.250.403.100519.251.675-2.225869.74-1155.33EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE B-C0.250.404.000670.007.225-2.2254840.75-1490.75EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE C-D0.250.404.000670.0011.475-2.2257688.25-1490.75EJE A-A ENTRE 1'-1EJE A-A ENTRE 1'-10.250.401.800301.500.000-1.2000.00-361.80EJE A-A ENTRE 1-2EJE A-A ENTRE 1-20.250.504.350728.630.0002.6000.001894.43EJE A-A ENTRE 2-3EJE A-A ENTRE 2-30.350.709.5002227.750.00010.2500.0022834.44EJE A-A ENTRE 3-4EJE A-A ENTRE 3-40.350.708.4001969.800.00020.1000.0039592.98EJE B-B ENTRE 1-2EJE B-B ENTRE 1-20.250.504.500753.756.9752.6005257.411959.75EJE B-B ENTRE 2-3EJE B-B ENTRE 2-30.350.708.9502098.786.97510.25014638.9621512.44EJE B-B ENTRE 3-4EJE B-B ENTRE 3-40.350.708.2001922.906.97520.10013412.2338650.29EJE C-C ENTRE 1'-1EJE C-C ENTRE 1'-10.250.401.125188.4913.975-1.2002634.12-226.19EJE C-C ENTRE 1-2EJE C-C ENTRE 1-20.250.504.350728.6313.9752.60010182.531894.43EJE C-C ENTRE 2-3EJE C-C ENTRE 2-30.350.708.9502098.7813.97510.25029330.3821512.44EJE C-C ENTRE 3-4EJE C-C ENTRE 3-40.350.708.2001922.9013.97520.10026872.5338650.29EJE D-D ENTRE 2-3EJE D-D ENTRE 2-30.350.709.5002227.7520.97510.25046727.0622834.44EJE D-D ENTRE 3-4EJE D-D ENTRE 3-40.350.708.4001969.8020.97520.10041316.5639592.98COLUMNAS Y ESC.BHALTURAXCGYCGPxXPxYgKyiKxiKyiXiKxiYiEJE A-1'0.250.253.30495.000.000-2.2250.00-1101.380.008232591.434678182232591.4346781820-517515.942158955EJE A-10.350.603.301663.200.0000.0000.000.000.0464190450.712869081425917.2564623900EJE A-20.350.703.301940.400.0005.1500.009993.060.0626459257.017266531614814.2543166308316293.40973065EJE A-30.350.903.302494.800.00015.4500.0038544.660.10312804522.10250561936486.36735424029918714.375623EJE A-40.350.703.301940.400.00024.6000.0047733.840.0626459257.017266531614814.25431663039724430.6561891EJE A'-1'3.500.253.306930.004.975-2.22534476.75-15419.250.0083256280.08549455638230896.75693116199993.4253354-1420063745.28417EJE B-10.250.603.301188.006.9750.0008286.300.000.0462993179.08062077519649.14594110620877424.08732990EJE B-20.351.003.302772.006.9755.15019334.7014275.800.12716889716.48740032068990.26970653117805772.49961710655299.8889886EJE B-30.351.303.303603.606.97515.25025135.1154954.900.21432563554.50717942360375.99238431227130792.68757635995733.8838607EJE B-40.350.803.302217.606.97524.50015467.7654331.200.0819326415.930844721785134.2992632565051751.117641943735790.3319495EJE B'-1'0.250.253.30495.009.350-2.2254628.25-1101.380.008232591.434678182232591.4346781822174729.914241-517515.942158955EJE C-1' hor.0.380.253.30742.5013.675-2.22510153.69-1652.060.008348887.152017273784996.0920388644771031.80383621-1746616.30478647EJE C-1' vert.0.250.933.301831.5013.975-1.88825595.21-3456.960.1089835270.59863604718427.362939083137447906.615939-1356031.64754752EJE C-10.250.603.301188.0013.9750.00016602.300.000.0462993179.08062077519649.14594110641829677.65167530EJE C-20.351.003.302772.0013.9755.15038738.7014275.800.12716889716.48740032068990.26970653236033787.91141910655299.8889886EJE C-30.351.303.303603.6013.97515.25050360.3154954.900.21432563554.50717942360375.99238431455075674.23783235995733.8838607EJE C-40.350.803.302217.6013.97524.50030990.9654331.200.0819326415.930844721785134.29926325130336662.63355543735790.3319495EJE D-10.250.603.301188.0021.0250.00024977.700.000.0462993179.08062077519649.14594110662931590.17005170EJE D-20.350.703.301940.4021.0255.15040796.919993.060.0626459257.017266531614814.25431663135805878.7880298316293.40973065EJE D-30.350.903.302494.8021.02515.45052453.1738544.660.10312804522.10250561936486.36735424269215077.2051829918714.375623EJE D-40.350.603.301663.2021.02524.60034968.7840914.720.0464190450.712869081425917.2564623988104226.238072435077564.5089749PLACA DE ESCALERA HOR. EJE C-C0.251.003.301980.0013.92525.40027571.5050292.000.12712064083.2052859754005.20033037167992358.63360619151732.0883914PLACA DE ESCALERA HOR. EJE C'-C'0.251.003.301980.0017.55025.40034749.0050292.000.12712064083.2052859754005.20033037211724660.25276819151732.0883914PLACA DE ESCALERA VERT. EJE 4-43.380.253.306682.5015.73825.775105165.84172241.440.0083139984.36815545572262151.09633249415503.993846514750056944.5079ESCALERA UN TRAMO1.809.450.2911679.757.650-1.20089350.06-14015.70ESCALERA DOS TRAMOS3.385.500.2912745.7615.73823.100200586.32294426.94221080399.2594911239526863.149372439924499.8675513696204642.5094=11.04=11.05MUROSESPESORBASEALTURAPESOXCGYCGPxXPxYEJE A-A ENTRE 1'-10.251.802.802394.00-0.025-1.200-59.850-2872.800EJE A-A ENTRE 1'-20.154.783.004086.90-0.960-0.191-3924.650-782.233EJE A-A ENTRE 1'-20.152.250.35224.44-1.1003.275-246.881735.033EJE A-A ENTRE 1'-20.150.503.00427.50-1.1004.650-470.2501987.875EJE 2-2 ENTRE EJE A (VOLADO)0.251.003.001425.00-0.6755.025-961.8757160.625EJE A-A ENTRE 2-30.251.902.502256.25-0.0506.450-112.81314552.813EJE A-A ENTRE 2-30.257.601.003610.00-0.05011.200-180.50040432.000EJE A-A ENTRE 3-40.258.001.003800.00-0.05019.900-190.00075620.000EJE A-A ENTRE 3-40.250.402.50475.00-0.05024.100-23.75011447.500TRAMO A-B ENTRE 3-40.105.253.00504.003.47522.0251751.40011100.600EJE B-B ENTRE 3-40.104.702.50376.006.97521.7502622.6008178.000TRAMO B-C ENTRE 3-40.105.253.00504.0010.47522.0255279.40011100.600EJE C-C ENTRE 3-40.104.702.50376.0014.00021.7505264.0008178.000TRAMO C-D ENTRE 3-40.104.103.00393.6017.55022.6136907.6808900.280EJE 4-4 ENTRE A-B0.256.632.608181.883.50024.77528636.563202705.953EJE 4-4 ENTRE B-C0.256.652.608212.7510.46324.77685925.897203474.988TRAMO A-B ENTRE 2-30.103.303.00316.801.72510.325546.4803270.960TRAMO B-C ENTRE 2-30.108.503.00816.0010.47511.6508547.6009506.400EJE C-C ENTRE 2-30.107.202.50576.0013.97511.0008049.6006336.000TRAMO B-C ENTRE 2-3 PROX EJE 30.103.583.00343.208.61313.1002955.8104495.920TRAMO B-C ENTRE 2-3 PROX EJE 20.103.583.00343.688.61310.3252959.9443548.496TRAMO B-C ENTRE 2-3 CENTRAL0.103.303.00316.8012.20011.6423864.9603688.122TRAMO C-D ENTRE 2-3 PROX EJE 30.103.583.00343.2015.88813.1005452.5904495.920TRAMO C-D ENTRE 2-3 PROX EJE 20.103.583.00343.2015.88810.3255452.5903543.540EJE 1'-1' ENTRE A-B0.253.100.35515.381.675-2.225863.253-1146.709EJE 1'-1' ENTRE B-C0.254.002.805320.007.225-2.22538437.000-11837.000EJE 1'-1' ENTRE B-C0.254.002.805320.0011.475-2.22561047.000-11837.000EJE C-C ENTRE 1'-10.201.131.00427.5013.975-0.8635974.313-368.7190.000.0000.000S PESO =265376.35S =3295242.762974448.26XCM =S PxXXCM =12.42 MEstos valores son respecto a un eje coordenado.S PYCM =S PxYYCM =11.21 MS PCALCULO DEL CENTRO DE MASA Y RIGIDEZ BLOQUE:"A"1 NIVELX CM =12.29Y CM =11.28Es el centroide de todas las cargas permanentes mas el porcentaje correspondiente de la carga vivapor encima del plano considerado.XCM =S PxXYCM =S PxYS PS PPESO DE LOSAS EN FUNCION A SU USOAZOTEA445.0 kg/m2CA2400 kg/m3MUROS1900 kg/m3STANDS Y670.0 kg/m2Incluye acabadosCORREDORESIncluye sobrecargaDESCRIPCIONLOSAS Y ESCALERASBASE------LONGITUDPESOXCGYCGPxXPxYTRAMO A-B ENTRE 3-46.625---8.65038395.193.48820.225133903.22776542.67TRAMO A-B ENTRE 2-36.625---10.30045719.133.48810.400159445.45475478.90TRAMO A-B ENTRE 1-26.625---4.95021971.813.4882.45076626.7053830.94TRAMO B-C ENTRE 3-46.650---8.65038540.0810.47520.225403707.29779473.02TRAMO B-C ENTRE 2-36.650---10.30045891.6510.47510.400480715.03477273.16TRAMO B-C ENTRE 1-26.650---4.95022054.7310.4752.450231023.2454034.08TRAMO C-D ENTRE 3-43.3754.0009045.0019.11322.550172872.56203964.75TRAMO C-D ENTRE 3-46.650---4.65020718.0817.47518.226362048.36377597.28TRAMO C-D ENTRE 2-36.650---10.30045891.6517.47510.400801956.58477273.16VOLADO EN EJE A-A7.320---1.0004904.40-0.462-3.494-2264.85-17136.46--------------VIGASBHLONGITUDPESOXCGYCGPxXPxYEJE 4-4 ENTRE A-B0.350.606.6251553.563.48824.7255418.0538411.83EJE 4-4 ENTRE B-CEJE 4-4 ENTRE B-C0.350.606.6251553.5610.47524.72516273.5738411.83EJE 4-4 ENTRE C-DEJE 4-4 ENTRE C-D0.350.603.125732.8119.23824.72514097.4818118.79EJE 3-3 ENTRE A-BEJE 3-3 ENTRE A-B0.350.606.6251553.563.48815.7255418.0524429.77EJE 3-3 ENTRE B-CEJE 3-3 ENTRE B-C0.350.606.6251553.5610.47515.72516273.5724429.77EJE 3-3 ENTRE C-DEJE 3-3 ENTRE C-D0.350.606.6251553.5619.23815.72529886.6624429.77EJE 2-2 ENTRE A-BEJE 2-2 ENTRE A-B0.350.606.6251553.563.4885.0755418.057884.33EJE 2-2 ENTRE B-CEJE 2-2 ENTRE B-C0.350.606.6251553.5610.4755.07516273.577884.33EJE 2-2 ENTRE C-DEJE 2-2 ENTRE C-D0.350.606.6251553.5619.2385.07529886.667884.33EJE 1-1 ENTRE A-BEJE 1-1 ENTRE A-B0.250.606.7501130.633.4880.0003943.050.00EJE 1-1 ENTRE B-CEJE 1-1 ENTRE B-C0.250.606.7501130.6310.4750.00011843.300.00EJE 1'-1' ENTRE A-BEJE 1'-1' ENTRE A-B0.250.403.100519.251.675-2.225869.74-1155.33EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE B-C0.250.404.000670.007.225-2.2254840.75-1490.75EJE 1'-1' ENTRE B-CEJE 1'-1' ENTRE C-D0.250.404.000670.0011.475-2.2257688.25-1490.75EJE A-A ENTRE 1'-1EJE A-A ENTRE 1'-10.250.401.800301.500.000-1.2000.00-361.80EJE A-A ENTRE 1-2EJE A-A ENTRE 1-20.250.504.350728.630.0002.6000.001894.43EJE A-A ENTRE 2-3EJE A-A ENTRE 2-30.350.709.5002227.750.00010.2500.0022834.44EJE A-A ENTRE 3-4EJE A-A ENTRE 3-40.350.708.4001969.800.00020.1000.0039592.98EJE B-B ENTRE 1-2EJE B-B ENTRE 1-20.250.504.500753.756.9752.6005257.411959.75EJE B-B ENTRE 2-3EJE B-B ENTRE 2-30.350.708.9502098.786.97510.25014638.9621512.44EJE B-B ENTRE 3-4EJE B-B ENTRE 3-40.350.708.2001922.906.97520.10013412.2338650.29EJE C-C ENTRE 1'-1EJE C-C ENTRE 1'-10.250.401.125188.4913.975-1.2002634.12-226.19EJE C-C ENTRE 1-2EJE C-C ENTRE 1-20.250.504.350728.6313.9752.60010182.531894.43EJE C-C ENTRE 2-3EJE C-C ENTRE 2-30.350.708.9502098.7813.97510.25029330.3821512.44EJE C-C ENTRE 3-4EJE C-C ENTRE 3-40.350.708.2001922.9013.97520.10026872.5338650.29EJE D-D ENTRE 2-3EJE D-D ENTRE 2-30.350.709.5002227.7520.97510.25046727.0622834.44EJE D-D ENTRE 3-4EJE D-D ENTRE 3-40.350.708.4001969.8020.97520.10041316.5639592.98COLUMNAS Y ESC.BHALTURAXCGYCGPxXPxYgKyiKxiKyiXiKxiYiEJE A-1'0.250.254.580687.000.000-2.2250.00-1528.580.00487661.254086721687661.25408672160-195046.290342956EJE A-10.350.604.5802308.320.0000.0000.000.000.0241633154.10555669555726.04980748300EJE A-20.350.704.5802693.040.0005.1500.0013869.160.0322551715.24965942637928.81241485503285333.3839365EJE A-30.350.904.5803462.480.00015.4500.0053495.320.0535216971.19956903788986.385120007012189839.6501041EJE A-40.350.704.5802693.040.00024.6000.0066248.780.0322551715.24965942637928.812414855015693048.7854054EJE A'-1'3.500.254.5809618.004.975-2.22547849.55-21400.050.0041227257.5572141240542481.2139646105606.34714016-535207020.70107EJE B-10.250.604.5801648.806.9750.00011500.380.000.0241166538.6468262202524.0706295498136607.061612780EJE B-20.351.004.5803847.206.9755.15026834.2219813.080.0666998236.59237703857283.98256618648812700.23182984415012.51021586EJE B-30.351.304.5805001.366.97515.25034884.4976270.740.11114233180.55145321031695.039972299276434.346386315733349.3595761EJE B-40.350.804.5803077.766.97524.50021467.3875405.120.0423739637.46074646715789.98272100226083971.288706617536854.5766646EJE B'-1'0.250.254.580687.009.350-2.2256423.45-1528.580.00487661.254086721687661.2540867216819632.725710847-195046.290342956EJE C-1' hor.0.380.254.5801030.5013.675-2.22514092.09-2292.860.004131491.881130082295856.7325426851798151.47445388-658281.229907475EJE C-1' vert.0.250.934.5802541.9013.975-1.88835523.05-4797.840.0564023818.61531321293923.93099439156232865.1490021-554781.419751913EJE C-10.250.604.5801648.8013.9750.00023041.980.000.0241166538.6468262202524.07062954916302377.58939620EJE C-20.351.004.5803847.2013.9755.15053764.6219813.080.0666998236.59237703857283.98256618697800356.3784694415012.51021586EJE C-30.351.304.5805001.3613.97515.25069894.0176270.740.11114233180.55145321031695.0399722198908698.20655915733349.3595761EJE C-40.350.804.5803077.7613.97524.50043011.7075405.120.0423739637.46074646715789.98272100252261433.513931817536854.5766646EJE D-10.250.604.5801648.8021.0250.00034666.020.000.0241166538.6468262202524.07062954924526475.04952090EJE D-20.350.704.5802693.0421.0255.15056621.1713869.160.0322551715.24965942637928.81241485553649813.12408933285333.3839365EJE D-30.350.904.5803462.4821.02515.45072798.6453495.320.0535216971.19956903788986.385120007109686819.47093912189839.6501041EJE D-40.350.604.5802308.3221.02524.60048532.4356784.670.0241633154.10555669555726.04980748334337065.069329313670860.8252641PLACA DE ESCALERA HOR. EJE C-C0.251.004.5802748.0013.92525.40038265.9069799.200.0664998740.42312645312421.27644540369607460.39203587935500.42171324PLACA DE ESCALERA HOR. EJE C'-C'0.251.004.5802748.0017.55025.40048227.4069799.200.0664998740.42312645312421.27644540387727894.42586927935500.42171324PLACA DE ESCALERA VERT. EJE 4-43.380.254.5809274.5015.73825.775145957.44239050.240.0041183426.93017074215679558.02361818624181.3135625559140608.05874ESCALERA UN TRAMO1.809.450.28611679.757.650-1.20089350.06-14015.70ESCALERA DOS TRAMOS3.385.500.28612745.7615.73823.100200586.32294426.9491535919.8471162468032306.491691010698543.158545173886121.5424211.0411.05MUROSESPESORBASEALTURAPESOXCGYCGPxXPxYEJE A-A ENTRE 1'-10.251.802.802394.00-0.025-1.200-59.850-2872.800EJE A-A ENTRE 1'-20.154.783.004086.90-0.960-0.191-3924.650-782.233EJE A-A ENTRE 1'-20.152.250.35224.44-1.1003.275-246.881735.033EJE A-A ENTRE 1'-20.150.503.00427.50-1.1004.650-470.2501987.875EJE 2-2 ENTRE EJE A (VOLADO)0.251.003.001425.00-0.6755.025-961.8757160.625EJE A-A ENTRE 2-30.251.902.502256.25-0.0506.450-112.81314552.813EJE A-A ENTRE 2-30.257.601.003610.00-0.05011.200-180.50040432.000EJE A-A ENTRE 3-40.258.001.003800.00-0.05019.900-190.00075620.000EJE A-A ENTRE 3-40.250.402.50475.00-0.05024.100-23.75011447.500TRAMO A-B ENTRE 3-40.155.253.004488.753.47522.02515598.40698864.719EJE B-B ENTRE 3-40.104.702.50376.006.97521.7502622.6008178.000TRAMO B-C ENTRE 3-40.105.253.00504.0010.47522.0255279.40011100.600EJE C-C ENTRE 3-40.104.702.50376.0014.00021.7505264.0008178.000TRAMO C-D ENTRE 3-40.104.103.00393.6017.55022.6136907.6808900.280EJE 4-4 ENTRE A-B0.256.632.608181.883.50024.77528636.563202705.953EJE 4-4 ENTRE B-C0.256.652.608212.7510.46324.77685925.897203474.988TRAMO A-B ENTRE 2-30.103.303.00316.801.72510.325546.4803270.960TRAMO B-C ENTRE 2-30.108.503.00816.0010.47511.6508547.6009506.400EJE C-C ENTRE 2-30.107.202.50576.0013.97511.0008049.6006336.000TRAMO B-C ENTRE 2-3 PROX EJE 30.103.583.00343.208.61313.1002955.8104495.920TRAMO B-C ENTRE 2-3 PROX EJE 20.103.583.00343.688.61310.3252959.9443548.496TRAMO B-C ENTRE 2-3 CENTRAL0.103.303.00316.8012.20011.6423864.9603688.122TRAMO C-D ENTRE 2-3 PROX EJE 30.103.583.00343.2015.88813.1005452.5904495.920TRAMO C-D ENTRE 2-3 PROX EJE 20.103.583.00343.2015.88810.3255452.5903543.540EJE 1'-1' ENTRE A-B0.253.100.35515.381.675-2.225863.253-1146.709EJE 1'-1' ENTRE B-C0.254.002.805320.007.225-2.22538437.000-11837.000EJE 1'-1' ENTRE B-C0.254.002.805320.0011.475-2.22561047.000-11837.000EJE C-C ENTRE 1'-10.201.131.00427.5013.975-0.8635974.313-368.7190.000.0000.000S PESO =287106.91S =3528145.723239347.06XCM =S PxXXCM =12.29 MEstos valores son respecto a un eje coordenado.S PYCM =S PxYYCM =11.28 MS P

0.20 m luz < 5.00 m0.25 m luz > 5.00 m300 kg/m2 luz < 5.00 m350 kg/m2 luz > 5.00 mTipo de Edificacin "A" Edificaciones esenciales = 1.5"B" Edificaciones importantes = 1.3"C" Edificaciones comunes = 1.0"D" Edificaciones menores = criterioBibliotecacentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Alturacentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Espesor del Murocentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Alturacentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Espesor del Murocentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Alturacentro de gravedad de cada elemento respecto a un eje coordenado.centro de gravedad de cada elemento respecto a un eje coordenado.Espesor del Muro

FUERZAS LATERALESCALCULO DE LA FUERZA HORIZONTALMETRADO DE CARGAS DE LA ESTRUCTURATERCER NIVELW =200.00Ton.SEGUNDOW =200.00Ton.NIVELW =200.00Ton.DATOS GENERALES DE LA EDIFICACIONZ =0.30Tp =0.90U =1.00hn =20.00S =1.40N =4R =8.00CT =35PERIODO FUNDAMENTAL DE LA ESTRUCTURAT =hnT =0.57< 0.70 Fa =0CtOkFACTOR DE AMPLIFICACION SISMICA:C =3.942.50=0.31CorrectoCALCULO DEL CORTANTE BASALV =78.750TonCALCULO DE LA FUERZA SISMICA EN CADA PISONIVELPi (Ton)hi (m)Pixhi(Pixhi)/(SPixhi)Fi (Ton)3200.00010.5002100.000.466736.7502200.0007.5001500.000.333326.2501200.0004.500900.000.200015.750600.0004500.00SISTEMA DE FUERZAS ACTUANTES EN LA ESTRUCTURATon36.75020.4126.25020.4115.75020.41

FACTOR DE ZONAZonificacinZona 1 = 0.40Zona 2 = 0.30 (Caso de Puno)Zona 3 = 0.15Tipo de Suelo (depende de Tp) S1: Roca o suelo rgido Tp=0.4 S=1.0S2: Suelo intermedio Tp=0.6 S=1.2S3: Suelos cohesivos Tp=0.9 S=1.4S4: Suelos excepcionalmente en ningun caso < S3.TIPO DE EDIFICACION "A" EDIFICACIONES ESCENCIALES = 1.5 Centros Comunitarios, cuarteles de bomberos, policiales, subestaciones electricas, reservorios de agua,etc"B" EDIFICACIONES IMPORTANTES = 1.3 Teatros, centros comerciales, museos, bibliotecas, archivos especiales, depositos de granos y almacenes importantes para abastecimiento."C" EEDIFICACIONES COMUNES = 1.0 Viviendas, oficinas, hoteles, restaurantes e instalaciones industriales."D" EDIFICACIONES MENORES = CRITERIO Cercos de 1.5 m de altura, depositos, pequeas viviendas y construcciones similares.1.0 para Oficinas1.3 para AuditoriosAltura de la EdificacinTipo de Suelo (depende de Tp) S1: Roca o suelo rgido Tp=0.4 S=1.0S2: Suelo intermedio Tp=0.6 S=1.2S3: Suelos cohesivos Tp=0.9 S=1.4S4: Suelos excepcionalmente en ningun caso < S3.Nmero de Pisos Ingrese cuantos niveles tiene la edificacin a analizarFACTOR DE REDUCCION " R " Concreto Armado R Porticos ...................................... 8.0 Dual .......................................... 7.0 De muros Estructurales ................... 6.0 Muros de Ductilidad Limitada ............. 4.0

NOTA: Para E irregulares se debera tomar 3/4 de RVALORES DE CT CT = 35; Elementos resistentes solo porticos.CT = 45; Elementos sismoresistentes sean porticos, la caja de ascensor y la caja de escaleras.CT = 60; E de mamposteria y Edificios de CA (Elementos fundamentales muros de corte).Insertar altura de entrepiso

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