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KANI CARGA VIVA.xls

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MARCO AMARCO A-CARGA VIVAMARCO A-CARGA VIVAMOMENTOS FIJOS-0.1255-195.3125195.3125-0.10029-0.10029-195.3125195.3125-0.10029-0.10029-195.3125195.3125-0.12546-195.312500195.3125-0.3745A-B-218.667189.896B-A-0.29942B-C-191.139191.139C-B-0.29942C-D-189.896218.667D-C-0.37454218.667A-EA24.50388.688-2.458BB-F-2.458101.8300.246CC-G0.24688.688-24.534DD-H-218.667A-BB-AB-CC-BC-DD-C73.153-9.4830.899-7.3370.8990.5900.7360.5909.717-73.245-195.3125195.3125-195.3125195.3125-195.3125195.3125-28.311-12.9553.2132.6843.213-3.2151.763-3.21513.24729.010E-FF-EF-GG-FG-HH-G-38.675-13.5673.9759.5913.975-4.015-9.597-4.01513.65739.547-1289.061289.06-1289.061289.06-1289.061289.06-40.504-13.7214.13711.8674.137-4.143-11.986-4.14313.74340.773-40.962-13.7554.16612.3504.166-4.168-12.370-4.16813.76041.028-41.065-13.7624.17212.4384.172-4.172-12.442-4.17213.76341.079MOMENTOS DE SUJECIN Ms= Mf-41.086-13.7644.17312.4554.173-4.173-12.456-4.17313.76441.089-41.090-13.7644.17312.4594.173-4.173-12.459-4.17313.76441.090MsAMsBMsCMsD-41.0911.243212.459-1.2433-12.45941.091-195.312500195.3125MsEMsFMsGMsH300.848-23.675-34.89223.67534.892-300.848-1289.060.000.001289.06300.848-23.67523.675-300.848300.847-23.67423.674-300.848300.842-23.66923.670-300.844RIGIDEZ DE LOS ELEMENTOS K=I/L300.817-23.64323.646-300.823INERCIAS (I)300.704-23.51023.520-300.712300.243-22.85022.809-300.159297.673-19.66819.122-297.686273.3590.27217.748-273.359I VIGA10.0008932292560.606E-AF-BG-CH-D-560.606I COLUMNA0.0021333333-0.22484-0.07531-1289.061289.06-0.06545-0.19540-0.06545-1289.061289.06-0.06545-0.19540-0.06545-1289.061289.06-0.07531-0.22484-1289.060.000.001289.06RIGIDEZ EN VIGAS-0.19985E-F-1095.4481373.974F-E-0.17369F-G-1296.9931296.993G-F-0.17369G-H-1373.9741095.448H-G-0.19985534.842E-IE91.565698.8830.091FF-J0.091636.6015.945GG-K5.945698.883-91.564HH-L-534.842A-BB-AB-CC-BC-DD-C242.98699.709-6.5880.242-6.5886.40515.7766.405-99.713-242.9850.000178650.000178650.000178650.000178650.000178650.00017865264.599100.570-7.654-17.483-7.6547.64016.9977.640-100.541-264.610E-FF-EF-GG-FG-HH-G266.883100.724-7.875-20.312-7.8757.87820.2747.878-100.727-266.8080.000178650.000178650.000178650.000178650.000178650.00017865267.293100.762-7.919-20.898-7.9197.92020.9077.920-100.764-267.299267.393100.770-7.928-21.016-7.9287.92821.0187.928-100.771-267.398RIGIDEZ EN COLUMNAS267.415100.772-7.930-21.039-7.9307.93021.0407.930-100.772-267.417267.420100.772-7.930-21.044-7.9307.93021.0447.930-100.772-267.420A-E0.0005333B-F0.0005333C-G0.0005333D-H0.0005333267.421100.772-7.930-21.045-7.9307.93021.0457.930-100.772-267.421E-A0.0005333F-B0.0005333G-C0.0005333H-D0.0005333267.421-21.04521.045-267.421-42.09042.090E-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000VIGASII-E267.421JJ-F-21.045KK-G21.045LL-H-267.421COMPROBACIONESA-BB-AB-CC-BC-DD-CA-0.50OK-0.50OK0000-0.12545721-0.10029240-0.10029240-0.10029240-0.10029240-0.12545721B-0.50OK-0.50OK0000E-FF-EF-GG-FG-HH-GC-0.50OK-0.50OK-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 BMOMENTOS FIJOSE-FF-EF-GG-FG-HH-G-2473.962473.96-2473.962473.96-2473.962473.96MOMENTOS DE SUJECIN Ms= MfMsEMsFMsGMsH-2473.960.000.002473.96RIGIDEZ DE LOS ELEMENTOS K=I/LINERCIAS (I)MARCO BI VIGA10.0008932292I COLUMNA0.0021333333-0.13685-2473.962473.96-0.10744-0.10744-2473.962473.96-0.10744-0.10744-2473.962473.96-0.13685-2473.960.000.002473.96-0.36315E-F-1826.9452735.311F-E-0.28512F-G-2515.3942515.394G-F-0.28512G-H-2735.3111826.945H-G-0.36315RIGIDEZ EN VIGAS1826.945E-IE338.5541429.809-36.375FF-J-36.3751195.5433.908GG-K3.9081429.809-339.089HH-L-1826.945898.425343.532-37.329-96.528-37.32940.44310.37140.443-344.089-899.844911.634343.663-41.269-99.061-41.26941.403107.32441.403-344.220-913.112E-FF-EF-GG-FG-HH-G911.981344.202-41.430-109.515-41.43041.435109.87241.435-344.225-913.4610.000178650.000178650.000178650.000178650.000178650.00017865913.412344.224-41.436-109.943-41.43641.436109.95641.436-344.225-913.472913.470344.225-41.436-109.958-41.43641.436109.95941.436-344.225-913.472913.472344.225-41.436-109.959-41.43641.436109.95941.436-344.225-913.472RIGIDEZ EN COLUMNAS913.472-109.959109.959-913.472-219.917219.917E-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000II-E913.472JJ-F-109.959KK-G109.959LL-H-913.472VIGAS00000000E-FF-EF-GG-FG-HH-G-0.13684724-0.10744118-0.10744118-0.10744118-0.10744118-0.13684724COMPROBACIONESE-0.50OK-0.50OKF-0.50OK-0.50OKCOLUMNASG-0.50OK-0.50OKH-0.50OK-0.50OKI0.00OK0.00OKJ0.00OK0.00OKE-I-0.3631528F-J-0.2851176G-K-0.2851176H-L-0.3631528K0.00OK0.00OKI-E0J-F0K-G0L-H0L0.0OK0.00OK

MARCO CMOMENTOS FIJOSE-FF-EF-GG-FG-HH-G-1848.961848.96-1848.961848.96-1848.961848.96MOMENTOS DE SUJECIN Ms= MfMsEMsFMsGMsH-1848.960.000.001848.96RIGIDEZ DE LOS ELEMENTOS K=I/LINERCIAS (I)MARCO CI VIGA10.0008932292I COLUMNA0.0021333333-0.13685-1848.961848.96-0.10744-0.10744-1848.961848.96-0.10744-0.10744-1848.961848.96-0.13685-1848.960.000.001848.96-0.36315E-F-1365.4012044.285F-E-0.28512F-G-1879.9261879.926G-F-0.28512G-H-2044.2851365.401H-G-0.36315RIGIDEZ EN VIGAS1365.401E-IE253.0251068.594-27.185FF-J-27.185893.5112.921GG-K2.9211068.594-253.425HH-L-1365.401671.454256.745-27.899-72.142-27.89930.2267.75130.226-257.161-672.515681.327256.843-30.843-74.035-30.84330.94480.21030.944-257.259-682.431E-FF-EF-GG-FG-HH-G681.586257.246-30.963-81.848-30.96330.96782.11530.967-257.263-682.6920.000178650.000178650.000178650.000178650.000178650.00017865682.655257.262-30.968-82.168-30.96830.96882.17730.968-257.263-682.700682.699257.263-30.968-82.179-30.96830.96882.18030.968-257.263-682.700682.700257.263-30.968-82.180-30.96830.96882.18030.968-257.263-682.700RIGIDEZ EN COLUMNAS682.700-82.18082.180-682.700-164.359164.359E-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000II-E682.700JJ-F-82.180KK-G82.180LL-H-682.700VIGAS00000000E-FF-EF-GG-FG-HH-G-0.13684724-0.10744118-0.10744118-0.10744118-0.10744118-0.13684724COMPROBACIONESE-0.50OK-0.50OKF-0.50OK-0.50OKCOLUMNASG-0.50OK-0.50OKH-0.50OK-0.50OKI0.00OK0.00OKJ0.00OK0.00OKE-I-0.3631528F-J-0.2851176G-K-0.2851176H-L-0.3631528K0.00OK0.00OKI-E0J-F0K-G0L-H0L0.0OK0.00OK

MARCO DMARCO DMOMENTOS FIJOS-0.1255-195.3125195.3125-0.10029-0.10029-195.3125195.3125-0.10029-0.10029-195.3125195.3125-0.12546-195.312500195.3125-0.3745A-B-182.568202.421B-A-0.29942B-C-194.822194.822C-B-0.29942C-D-202.421182.568D-C-0.37454182.568A-EA24.503100.474-2.458BB-F-2.45898.1470.246CC-G0.246100.474-24.534DD-H-182.568A-BB-AB-CC-BC-DD-C73.1538.152-0.930-7.337-0.9301.6960.7361.696-8.051-73.245-195.3125195.3125-195.3125195.3125-195.3125195.312524.3376.4930.051-2.7760.051-0.0425.064-0.042-6.364-24.035E-FF-EF-GG-FG-HH-G19.3846.2160.3990.1530.399-0.417-0.124-0.417-6.176-18.999-664.06664.06-664.06664.06-664.06664.0618.5596.1470.4741.1900.474-0.477-1.246-0.477-6.137-18.43818.3516.1310.4881.4150.488-0.488-1.424-0.488-6.129-18.32018.3036.1280.4901.4560.490-0.490-1.458-0.490-6.127-18.297MOMENTOS DE SUJECIN Ms= Mf18.2946.1270.4911.4640.491-0.491-1.464-0.491-6.127-18.29218.2926.1270.4911.4650.491-0.491-1.465-0.491-6.127-18.291MsAMsBMsCMsD18.291-7.59971.4657.5997-1.466-18.291-195.312500195.3125MsEMsFMsGMsH145.985-10.531-19.59610.53119.596-145.985-664.060.000.00664.06145.985-10.53110.531-145.985145.985-10.53010.530-145.985145.982-10.52810.528-145.983RIGIDEZ DE LOS ELEMENTOS K=I/L145.971-10.51610.517-145.973INERCIAS (I)145.919-10.45410.459-145.922145.711-10.15010.128-145.667144.488-8.7008.414-144.545132.7920.8748.551-132.837I VIGA10.0008932292310.262E-AF-BG-CH-D-310.262I COLUMNA0.0021333333-0.22484-0.07531-664.06664.06-0.06545-0.19540-0.06545-664.06664.06-0.06545-0.19540-0.06545-664.06664.06-0.07531-0.22484-664.060.000.00664.06RIGIDEZ EN VIGAS-0.19985E-F-569.791705.907F-E-0.17369F-G-667.590667.590G-F-0.17369G-H-705.907569.791H-G-0.19985259.529E-IE44.480358.2450.293FF-J0.293328.5042.864GG-K2.864358.245-44.495HH-L-259.529A-BB-AB-CC-BC-DD-C118.03748.398-2.9140.777-2.9142.8187.6012.818-48.417-118.0770.000178650.000178650.000178650.000178650.000178650.00017865128.43448.807-3.400-7.733-3.4003.3927.4793.392-48.793-128.484E-FF-EF-GG-FG-HH-G129.52148.877-3.502-9.022-3.5023.5039.0033.503-48.878-129.4820.000178650.000178650.000178650.000178650.000178650.00017865129.70648.895-3.522-9.293-3.5223.5239.2973.523-48.895-129.708129.75248.898-3.526-9.347-3.5263.5269.3483.526-48.899-129.754RIGIDEZ EN COLUMNAS129.76248.899-3.527-9.358-3.5273.5279.3583.527-48.899-129.763129.76448.899-3.527-9.360-3.5273.5279.3603.527-48.899-129.764A-E0.0005333B-F0.0005333C-G0.0005333D-H0.0005333129.76548.899-3.527-9.361-3.5273.5279.3613.527-48.899-129.765E-A0.0005333F-B0.0005333G-C0.0005333H-D0.0005333129.765-9.3619.361-129.765-18.72118.721E-I0.0004741F-J0.0004741G-K0.0004741H-L0.0004741I-E0.0004741J-F0.0004741K-G0.0004741L-H0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000VIGASII-E129.765JJ-F-9.361KK-G9.361LL-H-129.765COMPROBACIONESA-BB-AB-CC-BC-DD-CA-0.50OK-0.50OK0000-0.12545721-0.10029240-0.10029240-0.10029240-0.10029240-0.12545721B-0.50OK-0.50OK0000E-FF-EF-GG-FG-HH-GC-0.50OK-0.50OK-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 1 Y 4MARCO 1MOMENTOS FIJOS-0.2771-2193.6012193.6014583333-0.27713-2193.60145833332193.6014583333-0.22

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