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Metodo de KANI (Carga Sismica)

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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-0.3750000-0.145000-0.11241-0.1124100-0.11241-0.1124100-0.145010000NIVEL 1-0.3550A-B3716.433372.27B-A-0.27518B-C3028.1053028.112C-B-0.27518C-D3372.26403716.4093D-C-0.35499E-I-0.3750000F-J-0.3750000G-K-0.3750000H-L-0.3750000-3716.11A-EA-0.3750609.770404.139-0.3750BB-F404.139427.254-0.3750CC-G427.254547.814-0.3750DD-H-3716.1581492.745A-E942.261643.767B-F-6400.1271989.352643.767668.540C-G-6400.10491045.938668.540876.816D-H1341.0742306.6995098.995-4205.031116.782792.590-4205.031575.973792.5904100.055810.864-4205.031636.618810.8644100.0441074.240-4205.032146.4875099.023FUERZA CORTANTE EN EL PISO2733.9355098.725-8827.64301215.645881.675-8827.64301940.298881.6754099.860893.191-8827.64301985.033893.1914099.8401189.811-8827.64302629.7905098.772NIVEL 28410.0611213.412975.9555098.265-11553.10821272.855934.319-11553.10822158.381934.3194099.527941.231-11553.10822186.573941.2314099.4931257.492-11553.10822912.7125098.345NIVEL 112164.353116.0075097.483-13157.51561306.244965.300-13157.51562287.258965.3004098.960969.387-13157.51562304.176969.3874098.9021297.180-13157.51563078.3995097.6183197.7465096.151-14100.46581325.804983.508-14100.46582363.099983.5084097.994985.914-14100.46582373.103985.9144097.8961320.471-14100.46583175.5575096.380MOMENTOS DE PISO3245.6305093.883-14654.48951337.281994.206-14654.48952407.674994.2064096.351995.620-14654.48952413.563995.6204096.1841334.147-14654.48953232.5755094.274M p i s o=3273.7265090.022-14979.97131344.0201000.491-14979.97132433.8631000.4914093.5541001.322-14979.97132437.3251001.3224093.2701342.178-14979.97133266.0535090.6883290.2245083.451-15171.18141347.9781004.183-15171.18142449.2491004.1834088.7931004.671-15171.18142451.2821004.6714088.3091346.896-15171.18143285.7155084.5843299.9135072.265-15283.50981350.3031006.352-15283.50982458.2871006.3524080.6881006.639-15283.50982459.4821006.6394079.8641349.667-15283.50983297.2645074.1933305.6055053.225-15349.49821351.6691007.626-15349.49822463.5971007.6264066.8921007.795-15349.49822464.2991007.7954065.4891351.295-15349.49823304.0495056.506NIVEL 211213.413308.9485020.816-15388.26361352.4711008.375-15388.26362466.7161008.3754043.4081008.474-15388.26362467.1281008.4744041.0201352.252-15388.26363308.0345026.401NIVEL 118246.533310.9124965.658-15411.03671352.9421008.814-15411.03672468.5481008.8144003.4351008.873-15411.03672468.7901008.8733999.3741352.813-15411.03673310.3754975.1613312.0664871.805-15424.41491353.2191009.073-15424.41492469.6251009.0733935.4001009.107-15424.41492469.7671009.1073928.5031353.144-15424.41493311.7514887.965RIGIDEZ DE LOS ELEMENTOS K=I/L3312.7444712.192-15432.27411353.3821009.224-15432.27412470.2571009.2243819.6191009.245-15432.27412470.3411009.2453807.9451353.337-15432.27413312.5584739.629INERCIAS (I)3313.1424441.067-15436.89101353.4771009.314-15436.89102470.6291009.3143622.6271009.325-15436.89102470.6781009.3253603.0601353.451-15436.89103313.0334487.4533313.3763981.727-15439.60321353.5341009.366-15439.60322470.8471009.3663287.5451009.373-15439.60322470.8761009.3733255.6901353.518-15439.60323313.3124059.2783313.5133207.907-15441.1966-15441.19662470.9752716.828-15441.19662470.9922670.181-15441.19663313.4763334.1831925.585-15442.1326-15442.13261731.113-15442.13261688.666-15442.13262112.496I VIGA10.0008932292-1930.63E-A-4771.047F-B-4771.053G-CH-D-1930.612I COLUMNA0.0021333333-0.21764-0.088900.000.00-0.07548-0.18478-0.075480.000.00-0.07548-0.18478-0.075480.000.00-0.08890-0.217640000RIGIDEZ EN VIGAS-0.19346E-F5840.5945432.538F-E-0.16425F-G5024.4775024.472G-F-0.16425G-H5432.5405840.611H-G-0.19346-3909.97E-IE-0.3750786.580707.141-0.3750FF-J707.141689.801-0.3750GG-K689.801862.931-0.3750HH-L-3909.917A-BB-AB-CC-BC-DD-C1711.631E-I1310.3951109.794F-J-5685.8581538.7671109.7941090.739G-K-5685.8791501.0361090.7391361.977H-L1877.7740.000217860.000217860.000217860.000217860.000217860.000217862851.473-6842.4468751626.4911342.926-6842.4468752414.9581342.9261329.913-6842.4468752373.4941329.9131658.170-6842.4468752963.718E-FF-EF-GG-FG-HH-G3539.313-9328.40004073561814.1271479.803-9328.40004073562922.2621479.8031471.810-9328.40004073562893.9461471.8101833.075-9328.40004073563608.2470.000217860.000217860.000217860.000217860.000217860.000217863947.615-10818.81326217471924.8781560.272-10818.81326217473220.1131560.2721555.503-10818.81326217473202.7201555.5031936.086-10818.81326217473988.84718246.534188.615-11703.85986669191990.0781607.568-11703.85986669193395.2171607.5681604.750-11703.85986669193384.8401604.7501996.680-11703.85986669194213.004RIGIDEZ EN COLUMNAS4330.493-12227.18257869762028.4171635.359-12227.18257869763498.1341635.3591633.700-12227.18257869763492.0021633.7002032.298-12227.18257869764344.8584413.919-12535.57512886492050.9481651.687-12535.57512886493558.6091651.6871650.712-12535.57512886493554.9991650.7122053.229-12535.57512886494422.366A-E0.0005333B-F0.0005333C-G0.0005333D-H0.00053334462.948-12717.00431511782064.1871661.280-12717.00431511783594.1401661.2801660.707-12717.00431511783592.0181660.7072065.527-12717.00431511784467.912E-A0.0005333F-B0.0005333G-C0.0005333H-D0.0005333M p i s o=4491.756-12823.65643857862071.9641666.916-12823.65643857863615.0151666.9161666.579-12823.65643857863613.7681666.5792072.752-12823.65643857864494.6724508.680-12886.32864977172076.5341670.227-12886.32864977173627.2781670.2271670.029-12886.32864977173626.5451670.0292076.996-12886.32864977174510.394E-I0.0004741F-J0.0004741G-K0.0004741H-L0.00047414518.623-12923.15081706822079.2181672.172-12923.15081706823634.4821672.1721672.055-12923.15081706823634.0521672.0552079.490-12923.15081706824519.630I-E0.0004741J-F0.0004741K-G0.0004741L-H0.00047414524.464-12944.78356693182080.7951673.314-12944.78356693183638.7151673.3141673.246-12944.78356693183638.4621673.2462080.954-12944.78356693184525.0564527.896-12957.49223073882081.7211673.985-12957.49223073883641.2011673.9851673.945-12957.49223073883641.0521673.9452081.815-12957.49223073884528.2434529.912-12964.95812382742082.2651674.380-12964.95812382743642.6621674.3801674.356-12964.95812382743642.5741674.3562082.320-12964.95812382744530.116FACTORES DE GIRO O COEFICIENTES DE REPARTO4531.096-12969.34404555772082.5851674.611-12969.34404555773643.5201674.6111674.597-12969.34404555773643.4681674.5972082.617-12969.34404555774531.2164531.792-12971.92059675812082.7731674.747-12971.92059675813644.0241674.7471674.739-12971.92059675813643.9941674.7392082.792-12971.92059675814531.8624532.200-12973.43421428722082.8831674.827-12973.43421428723644.3201674.8271674.823-12973.43421428723644.3021674.8232082.894-12973.43421428724532.2424532.440-12974.3234016674-12974.32340166743644.494-12974.32340166743644.483-12974.32340166744532.465VIGASI-12974.8457621713-12974.8457621713J-12974.8457621713K-12974.8457621713LCOMPROBACIONES-3A-BB-AB-CC-BC-DD-CA-0.50OK-0.50OK00000000-0.14500964-0.11240889-0.11240889-0.11240889-0.11240889-0.14500964B-0.50OK-0.50OK0I-E-8442.4050J-F-9330.3520K-G-9330.3620L-H-8442.381E-FF-EF-GG-FG-HH-GC-0.50OK-0.50OK-10438.3051429325-0.08890330-0.07548209-0.07548209-0.07548209-0.07548209-0.08890330D-0.50OK-0.50OKE-0.50OK-0.50OKCOLUMNASF-0.50OK-0.50OKG-0.50OK-0.50OKA-E-0.3549904B-F-0.2751822C-G-0.2751822D-H-0.3549904H-0.50OK-0.50OKE-A-0.2176394F-B-0.1847837G-C-0.1847837H-D-0.2176394I0.00OK0.00OKJ0.00OK0.00OKE-I-0.1934573F-J-0.1642522G-K-0.1642522H-L-0.1934573K0.00OK0.00OKI-E0J-F0K-G0L-H0L0.0OK0.00OK

MARCO BFACTORES DE CORRIMIENTO O DESPLAZAMIENTOMARCO B-0.157400-0.11973-0.1197300-0.11973-0.1197300-0.157430000NIVEL 1-0.3426E-F1043.16901.28F-E-0.26054F-G759.389759.390G-F-0.26054G-H901.27631043.1627H-G-0.34257E-I-0.3750000F-J-0.3750000G-K-0.3750000H-L-0.3750000-1043.16E-IE-0.3750268.340171.954-0.3750FF-J171.954183.495-0.3750GG-K183.495239.452-0.3750HH-L-1043.163583.918E-I352.165224.288F-J-1660.6649374.180224.288232.899G-K-1660.6642399.292232.899342.570H-L521.058766.325-1704.515625381.011243.124-1704.515625488.061243.124246.502-1704.515625506.798246.502377.514-1704.515625745.447FUERZA CORTANTE EN EL PISO829.096-2408.9335390.408249.772-2408.9335529.048249.772250.924-2408.9335536.399250.924389.180-2408.9335821.4864545.38849.543-2644.5021393.489252.013-2644.5021543.514252.013252.399-2644.5021546.022252.399393.076-2644.5021846.871NIVEL 13030.25856.249-2723.0265394.510252.759-2723.0265548.391252.759252.888-2723.0265549.230252.888394.372-2723.0265855.349858.470-2749.2471394.849253.007-2749.2471550.014253.007253.050-2749.2471550.294253.050394.803-2749.2471858.170MOMENTOS DE PISO859.207-2757.9723394.961253.089-2757.9723550.554253.089253.104-2757.9723550.647253.104394.946-2757.9723859.108M p i s o=859.452-2760.8711394.999253.117-2760.8711550.733253.117253.121-2760.8711550.764253.121394.994-2760.8711859.419859.533-2761.8338395.011253.126-2761.8338550.792253.126253.127-2761.8338550.803253.127395.009-2761.8338859.522859.560-2762.1535395.015253.129-2762.1535550.812253.129253.129-2762.1535550.816253.129395.015-2762.1535859.557859.569-2762.2597395.017253.130-2762.2597550.819253.130253.130-2762.2597550.820253.130395.016-2762.2597859.568859.572-2762.2950-2762.2950550.821-2762.2950550.821-2762.2950859.572NIVEL 14545.38-2762.3067-2762.3067-2762.3067-2762.3067

RIGIDEZ DE LOS ELEMENTOS K=I/LINERCIAS (I)

0.0000.0000.0000.000I VIGA10.0008932292-1902.73I-EIJ-2211.486J-FK-2211.485K-GLL-H-1902.735I COLUMNA0.00213333330.000000.000000.000000.000000000RIGIDEZ EN VIGAS

E-FF-EF-GG-FG-HH-G0.000217860.000217860.000217860.000217860.000217860.00021786

RIGIDEZ EN COLUMNAS

E-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741

FACTORES DE GIRO O COEFICIENTES DE REPARTO

VIGASCOMPROBACIONESE-FF-EF-GG-FG-HH-GE-0.50OK-0.50OK-0.15742868-0.11973061-0.11973061-0.11973061-0.11973061-0.15742868F-0.50OK-0.50OKG-0.50OK-0.50OKCOLUMNASH-0.50OK-0.50OKI0.00OK0.00OKE-I-0.3425713F-J-0.2605388G-K-0.2605388H-L-0.3425713J0.00OK0.00OKI-E0J-F0K-G0L-H0K0.00OK0.00OKL0.

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