KANI CARGA SSMICA.xls

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MARCO AMARCO A-CARGA SSMICAFACTORES DE CORRIMIENTO O DESPLAZAMIENTOMARCO ANIVEL 2A-E-0.3750000B-F-0.3750000C-G-0.3750000D-H-0.3750000-0.125500-0.10029-0.1002900-0.10029-0.1002900-0.125460000NIVEL 1-0.3745A-B3953.073629.50B-A-0.29942B-C3305.9403305.957C-B-0.29942C-D3629.48883953.0044D-C-0.37454E-I-0.3750000F-J-0.3750000G-K-0.3750000H-L-0.3750000-3951.91A-EA-0.3750556.832389.294-0.3750BB-F389.294406.097-0.3750CC-G406.097505.885-0.3750DD-H-3952.0691662.380A-E895.409642.934B-F-6934.50601162.208642.934661.900C-G-6934.43901212.371661.900838.047D-H1510.2792673.1736312.027-4438.4251093.741810.450-4438.4251919.429810.4505261.441825.351-4438.4251976.050825.3515261.4091054.209-4438.4252501.9246312.116FUERZA CORTANTE EN EL PISO3265.2806311.040-9709.40471216.744917.650-9709.40472419.535917.6505260.673927.692-9709.40472464.022927.6925260.6231191.168-9709.40473147.2606311.181NIVEL 28876.8511835.803632.4946309.477-13048.00801293.949985.611-13048.00802739.573985.6115259.458992.073-13048.00802769.552992.0735259.3781277.669-13048.00803556.1406309.701NIVEL 113514.793862.9836307.002-15159.68031342.5921028.579-15159.68032942.4661028.5795257.5341032.682-15159.68032961.7571032.6825257.4071332.284-15159.68033814.3836307.3584008.2046303.085-16493.79941373.2851055.725-16493.79943070.7421055.7255254.4881058.320-16493.79943082.9931058.3205254.2871366.770-16493.79943977.4316303.647MOMENTOS DE PISO4099.8376296.883-17336.51521392.6641072.871-17336.51523151.7841072.8715249.6661074.511-17336.51523159.5331074.5115249.3471388.548-17336.51524080.3856297.773M p i s o=4157.6916287.063-17868.80531404.9021083.702-17868.80533202.9751083.7025242.0311084.738-17868.80533207.8711084.7385241.5271402.302-17868.80534145.4026288.4734194.2276271.517-18205.01511412.6321090.542-18205.01513235.3081090.5425229.9431091.197-18205.01513238.4011091.1975229.1451410.989-18205.01514186.4646273.7494217.3026246.904-18417.37421417.5131094.863-18417.37423255.7301094.8635210.8051095.276-18417.37423257.6841095.2765209.5421416.476-18417.37424212.3996250.4384231.8776207.936-18551.50571420.5971097.592-18551.50573268.6291097.5925180.5071097.853-18551.50573269.8631097.8535178.5071419.942-18551.50574228.7806213.532NIVEL 211835.804241.0836146.244-18636.22681422.5451099.316-18636.22683276.7771099.3165132.5381099.481-18636.22683277.5561099.4815129.3731422.131-18636.22684239.1266155.104NIVEL 120272.194246.8976048.580-18689.73881423.7751100.405-18689.73883281.9231100.4055056.5961100.509-18689.73883282.4151100.5095051.5861423.513-18689.73884245.6616062.6054250.5705893.982-18723.53841424.5521101.092-18723.53843285.1731101.0924936.3711101.158-18723.53843285.4841101.1584928.4491424.387-18723.53844249.7895916.175RIGIDEZ DE LOS ELEMENTOS K=I/L4252.8895649.313-18744.88711425.0431101.527-18744.88713287.2261101.5274746.0501101.568-18744.88713287.4231101.5684733.5531424.938-18744.88714252.3965684.402INERCIAS (I)4254.3545262.286-18758.37151425.3531101.801-18758.37153288.5231101.8014444.7841101.827-18758.37153288.6471101.8274425.2141425.287-18758.37154254.0435317.6234255.2804650.755-18766.88861425.5481101.974-18766.88863289.3421101.9743967.8411101.991-18766.88863289.4211101.9913937.9491425.507-18766.88864255.0834737.3724255.8643687.032-18772.2683-18772.26833289.8603211.498-18772.26833289.9093170.063-18772.26834255.7403819.7202182.947-18775.6662-18775.66621997.308-18775.66621960.888-18775.66622367.564I VIGA10.0008932292-1895.75E-A-4962.925F-B-4962.939G-CH-D-1895.693I COLUMNA0.0021333333-0.22484-0.075310.000.00-0.06545-0.19540-0.065450.000.00-0.06545-0.19540-0.065450.000.00-0.07531-0.224840000RIGIDEZ EN VIGAS-0.19985E-F5990.9425639.037F-E-0.17369F-G5287.1215287.110G-F-0.17369G-H5639.0455990.991H-G-0.19985-4095.19E-IE-0.3750731.202669.020-0.3750FF-J669.020656.821-0.3750GG-K656.821793.042-0.3750HH-L-4095.035A-BB-AB-CC-BC-DD-C1940.398E-I1235.0121075.726F-J-5962.9021775.3851075.7261061.847G-K-5962.9591743.0111061.8471279.457H-L2104.5020.000178650.000178650.000178650.000178650.000178650.000178653277.362-7602.0693751557.8211329.072-7602.0693752854.6651329.0721319.059-7602.0693752817.8341319.0591586.835-7602.0693753395.306E-FF-EF-GG-FG-HH-G4134.005-10438.30514293251762.6601488.829-10438.30514293253526.9701488.8291482.274-10438.30514293253500.3991482.2741781.196-10438.30514293254210.9970.000178650.000178650.000178650.000178650.000178650.000178654677.587-12231.50690823351892.2991589.741-12231.50690823353950.9191589.7411585.555-12231.50690823353933.5231585.5551904.053-12231.50690823354726.77620272.195021.611-13366.70851448951974.2541653.491-13366.70851448954218.7111653.4911650.838-13366.70851448954207.6021650.8381981.688-13366.70851448955052.802RIGIDEZ EN COLUMNAS5239.095-14085.37135444252026.0381693.762-14085.37135444254387.8851693.7621692.084-14085.37135444254380.8431692.0842030.736-14085.37135444255258.8225376.516-14539.8421257322058.7521719.200-14539.8421257324494.7521719.2001718.139-14539.8421257324490.2991718.1392061.719-14539.8421257325388.982A-E0.0005333B-F0.0005333C-G0.0005333D-H0.00053335463.328-14827.06170115472079.4161735.267-14827.06170115474562.2561735.2671734.598-14827.06170115474559.4421734.5982081.291-14827.06170115475471.204E-A0.0005333F-B0.0005333G-C0.0005333H-D0.0005333M p i s o=5518.165-15008.52503767092092.4691745.416-15008.52503767094604.8951745.4161744.993-15008.52503767094603.1171744.9932093.653-15008.52503767095523.1405552.803-15123.1558039862100.7131751.827-15123.1558039864631.8271751.8271751.559-15123.1558039864630.7041751.5592101.461-15123.1558039865555.945E-I0.0004741F-J0.0004741G-K0.0004741H-L0.00047415574.681-15195.56351126552105.9211755.876-15195.56351126554648.8381755.8761755.707-15195.56351126554648.1291755.7072106.393-15195.56351126555576.666I-E0.0004741J-F0.0004741K-G0.0004741L-H0.00047415588.500-15241.29922149312109.2101758.433-15241.29922149314659.5831758.4331758.326-15241.29922149314659.1351758.3262109.508-15241.29922149315589.7545597.229-15270.18740671122111.2871760.048-15270.18740671124666.3701760.0481759.981-15270.18740671124666.0871759.9812111.476-15270.18740671125598.0215602.742-15288.43403050362112.5991761.069-15288.43403050364670.6561761.0691761.026-15288.43403050364670.4781761.0262112.718-15288.43403050365603.242FACTORES DE GIRO O COEFICIENTES DE REPARTO5606.224-15299.95910228292113.4281761.713-15299.95910228294673.3641761.7131761.686-15299.95910228294673.2511761.6862113.503-15299.95910228295606.5405608.424-15307.23864769472113.9521762.120-15307.23864769474675.0741762.1201762.103-15307.23864769474675.0031762.1032113.999-15307.23864769475608.6235609.813-15311.83660210482114.2821762.377-15311.83660210484676.1541762.3771762.366-15311.83660210484676.1091762.3662114.312-15311.83660210485609.9395610.691-15314.7407917045-15314.74079170454676.836-15314.74079170454676.808-15314.74079170455610.770VIGASI-15316.5751544802-15316.5751544802J-15316.5751544802K-15316.5751544802LCOMPROBACIONES-3A-BB-AB-CC-BC-DD-CA-0.50OK-0.50OK00000000-0.12545721-0.10029240-0.10029240-0.10029240-0.10029240-0.12545721B-0.50OK-0.50OK0I-E-9705.8850J-F-10639.7390K-G-10639.7670L-H-9705.805E-FF-EF-GG-FG-HH-GC-0.50OK-0.50OK-10438.3051429325-0.07531105-0.06545246-0.06545246-0.06545246-0.06545246-0.07531105D-0.50OK-0.50OKE-0.50OK-0.50OKCOLUMNASF-0.50OK-0.50OKG-0.50OK-0.50OKA-E-0.3745428B-F-0.2994152C-G-0.2994152D-H-0.3745428H-0.50OK-0.50OKE-A-0.2248353F-B-0.1954033G-C-0.1954033H-D-0.2248353I0.00OK0.00OKJ0.00OK0.00OKE-I-0.1998536F-J-0.1736918G-K-0.1736918H-L-0.1998536K0.00OK0.00OKI-E0J-F0K-G0L-H0L0.0OK0.00OK

MARCO BFACTORES DE CORRIMIENTO O DESPLAZAMIENTOMARCO B-0.136800-0.10744-0.1074400-0.10744-0.1074400-0.136850000NIVEL 1-0.3632E-F1213.581067.50F-E-0.28512F-G921.414921.415G-F-0.28512G-H1067.49861213.5818H-G-0.36315E-I-0.3750000F-J-0.3750000G-K-0.3750000H-L-0.3750000-1213.58E-IE-0.3750288.160195.279-0.3750FF-J195.279205.259-0.3750GG-K205.259260.071-0.3750HH-L-1213.582764.693E-I390.642263.657F-J-1988.9093518.215263.657271.411G-K-1988.9067544.697271.411380.224H-L690.1531036.651-2105.7075429.925290.517-2105.7075699.669290.517293.804-2105.7075720.247293.804425.799-2105.70751009.004FUERZA CORTANTE EN EL PISO1140.895-3049.8668444.512300.882-3049.8668770.947300.882302.132-3049.8668779.670302.132442.923-3049.86681129.9475615.221179.607-3405.2965449.958304.792-3405.2965798.454304.792305.262-3405.2965801.772305.262449.359-3405.29651175.388NIVEL 13743.481194.058-3538.7547452.000306.259-3538.7547808.829306.259306.436-3538.7547810.076306.436451.775-3538.75471192.4681199.476-3588.9153452.766306.810-3588.9153812.723306.810306.876-3588.9153813.191306.876452.681-3588.91531198.879MOMENTOS DE PISO1201.509-3607.7442453.053307.016-3607.7442814.184307.016307.041-3607.7442814.360307.041453.022-3607.74421201.285M p i s o=1202.271-3614.8087453.161307.094-3614.8087814.732307.094307.103-3614.8087814.798307.103453.149-3614.80871202.1871202.558-3617.4591453.201307.123-3617.4591814.938307.123307.126-3617.4591814.963307.126453.197-3617.45911202.5261202.665-3618.4534453.217307.134-3618.4534815.015307.134307.135-3618.4534815.024307.135453.215-3618.45341202.6531202.705-3618.8265453.222307.138-3618.8265815.044307.138307.138-3618.8265815.047307.138453.222-3618.82651202.7011202.720-3618.9664-3618.9664815.055-3618.9664815.056-3618.96641202.719NIVEL 15615.22-3619.0189-3619.0189-3619.0189-3619.0189RIGIDEZ DE LOS ELEMENTOS K=I/LINERCIAS (I)0.0000.0000.0000.000I VIGA10.0008932292-2416.30I-EIJ-2803.964J-FK-2803.963K-GLL-H-2416.300I COLUMNA0.00213333330.000000.000000.000000.000000000RIGIDEZ EN VIGASE-FF-EF-GG-FG-HH-G0.000178650.000178650.000178650.000178650.000178650.00017865RIGIDEZ EN COLUMNASE-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTOVIGASCOMPROBACIONESE-FF-EF-GG-FG-HH-GE-0.50OK-0.50OK-0.13684724-0.10744118-0.10744118-0.10744118-0.10744118-0.13684724F-0.50OK-0.50OKG-0.50OK-0.50OKCOLUMNASH-0.50OK-0.50OKI0.00OK0.00OKE-I-0.3631528F-J-0.2851176G-K-0.2851176H-L-0.3631528J0.00OK0.00OKI-E0J-F0K-G0L-H0K0.00OK0.00OKL0.0OK0.00OK

MARCO CFACTORE