kani carga viva.xls

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MARCO A-CARGA VIVA -0.1255 -195.3125 195.3125 -0.10029 -0.10029 -195.3125 195.3125 -0.10029 -0.10029 -195.3125 195.3125 -0.12546 -195.3125 0 0 195.3125 -0.3745 A-B -218.667 189.896 B-A -0.29942 B-C -191.139 191.139 C-B -0.29942 C-D -189.896 218.667 D-C -0.37454 218.667 A-E A 24.503 88.688 -2.458 B B-F -2.458 101.830 0.246 C C-G 0.246 88.688 -24.534 D D-H -218.667 73.153 -9.483 0.899 -7.337 0.899 0.590 0.736 0.590 9.717 -73.245 -28.311 -12.955 3.213 2.684 3.213 -3.215 1.763 -3.215 13.247 29.010 -38.675 -13.567 3.975 9.591 3.975 -4.015 -9.597 -4.015 13.657 39.547 -40.504 -13.721 4.137 11.867 4.137 -4.143 -11.986 -4.143 13.743 40.773 -40.962 -13.755 4.166 12.350 4.166 -4.168 -12.370 -4.168 13.760 41.028 -41.065 -13.762 4.172 12.438 4.172 -4.172 -12.442 -4.172 13.763 41.079 -41.086 -13.764 4.173 12.455 4.173 -4.173 -12.456 -4.173 13.764 41.089 -41.090 -13.764 4.173 12.459 4.173 -4.173 -12.459 -4.173 13.764 41.090 -41.091 1.2432 12.459 -1.2433 -12.459 41.091 300.848 -23.675 -34.892 23.675 34.892 -300.848 300.848 -23.675 23.675 -300.848 300.847 -23.674 23.674 -300.848 300.842 -23.669 23.670 -300.844 300.817 -23.643 23.646 -300.823 300.704 -23.510 23.520 -300.712 300.243 -22.850 22.809 -300.159 297.673 -19.668 19.122 -297.686 273.359 0.272 17.748 -273.359 560.606 E-A F-B G-C H-D -560.606 -0.22484 -0.07531 -1289.06 1289.06 -0.06545 -0.19540 -0.06545 -1289.06 1289.06 -0.06545 -0.19540 -0.06545 -1289.06 1289.06 -0.07531 -0.22484 -1289.06 0.00 0.00 1289.06 -0.19985 E-F -1095.448 1373.974 F-E -0.17369 F-G -1296.993 1296.993 G-F -0.17369 G-H -1373.974 1095.448 H-G -0.19985 534.842 E-I E 91.565 698.883 0.091 F F-J 0.091 636.601 5.945 G G-K 5.945 698.883 -91.564 H H-L -534.842 242.986 99.709 -6.588 0.242 -6.588 6.405 15.776 6.405 -99.713 -242.985 264.599 100.570 -7.654 -17.483 -7.654 7.640 16.997 7.640 -100.541 -264.610 266.883 100.724 -7.875 -20.312 -7.875 7.878 20.274 7.878 -100.727 -266.808 267.293 100.762 -7.919 -20.898 -7.919 7.920 20.907 7.920 -100.764 -267.299 267.393 100.770 -7.928 -21.016 -7.928 7.928 21.018 7.928 -100.771 -267.398 267.415 100.772 -7.930 -21.039 -7.930 7.930 21.040 7.930 -100.772 -267.417 267.420 100.772 -7.930 -21.044 -7.930 7.930 21.044 7.930 -100.772 -267.420 267.421 100.772 -7.930 -21.045 -7.930 7.930 21.045 7.930 -100.772 -267.421 267.421 -21.045 21.045 -267.421 -42.090 42.090 0 0 0 0 I I-E 267.421 J J-F -21.045 K K-G 21.045 L L-H -267.421 0 0 0 0 0 0 0 0

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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-0.2771-2193.6012193.6014583333-0.27713-2193.60145833332193.6014583333-0.2229A-B-1408.1191275.880B-A-0.222871408.118A-CA607.9041948.403-776.370BB-F-1275.880A-BB-A488.897791.881-854.521-624.382-2193.60145833332193.6014583333636.857822.314-871.250-687.234C-DD-CD-EE-DE-FF-E661.331828.524-873.293-700.688-949.22949.22-446.61446.61-35.1635.16666.326829.411-873.564-702.331667.039829.533-873.625-702.549667.137829.556-873.638-702.598MOMENTOS DE SUJECIN Ms= Mf667.156829.561-873.641-702.609667.160829.562-873.642-702.611MsAMsB667.161-702.611-2193.60145833332193.6014583333MsCMsDMsEMsF73.797129.343-949.22502.60411.4635.1673.797129.34373.798129.34273.802129.336RIGIDEZ DE LOS ELEMENTOS K=I/L73.825129.313INERCIAS (I)73.994129.21475.153129.12280.832127.961112.49698.027I VIGA10.0008932292814.754C-AF-B-443.926I COLUMNA0.0021333333-0.22113-0.08230-949.22949.22-0.10697-0.13754-446.61446.61-0.09632-0.22475-35.1635.16-0.18575-0.16637I VIGA 20.00630000-949.22502.60411.4635.16RIGIDEZ EN VIGAS-0.19656C-D-945.948873.364D-C-0.25549D-E-626.600285.904E-D-0.17893E-F-110.751213.983F-E-0.14788131.194C-GC41.868514.172-48.398DD-H-62.226213.670-50.175EE-I-117.075-109.632109.451FF-J229.943A-BB-A99.99630.084-53.174-115.591-68.366-47.400-93.205-110.601142.87387.1350.000663160.0006631671.85127.970-51.963-126.996-66.809-46.934-88.051-109.513144.169113.743C-DD-CD-EE-DE-FF-E66.80227.539-51.720-124.105-66.497-47.094-87.184-109.886144.272114.7750.000198500.000198500.000255210.000255210.000595490.0005954965.77327.476-51.669-123.524-66.432-47.135-87.481-109.981144.382114.85765.62327.468-51.661-123.403-66.422-47.143-87.557-110.001144.409114.944RIGIDEZ EN COLUMNAS65.60227.466-51.660-123.385-66.421-47.145-87.573-110.005144.415114.96665.59827.466-51.660-123.383-66.420-47.145-87.576-110.005144.416114.970A-C0.0005333B-F0.000533365.59727.466-51.660-123.382-66.420-47.145-87.577-110.005144.416114.971C-A0.0005333F-B0.000533365.597-123.382-87.577114.971-246.764-175.153C-G0.0004741D-H0.0004741E-I0.0004741F-J0.0004741G-C0.0004741H-D0.0004741I-E0.0004741J-F0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000VIGASGG-C65.597HH-D-123.382II-E-87.577JJ-F114.971COMPROBACIONESA-BB-AA-0.50OK-0.50OK0000-0.27712610-0.27712610B-0.50OK-0.50OK0000C-DD-CD-EE-DE-FF-EC-0.50OK-0.50OK-0.08230156-0.10697355-0.13753743-0.09632186-0.22475100-0.18575348D-0.50OK-0.50OKE-0.50OK-0.50OKCOLUMNASF-0.50OK-0.50OKG0.00OK0.00OKA-C-0.2228739B-F-0.2228739H0.00OK0.00OKC-A-0.2211345F-B-0.1663658I0.00OK0.00OKJ0.00OK0.00OKC-G-0.1965640D-H-0.2554890E-I-0.1789271F-J-0.1478807G-C0H-D0I-E0J-F0

MARCO 2 Y 3MARCO 2 Y 3MOMENTOS FIJOS-0.2771-2078.1572078.1566666667-0.27713-2078.15666666672078.1566666667-0.2229A-B-1462.8951173.149B-A-0.222871462.895A-CA575.9111799.213-735.512BB-F-1173.149A-BB-A463.167685.776-789.988-591.523-2078.15666666672078.1566666667551.523705.409-806.979-635.334C-DD-CD-EE-DE-FF-E567.313711.114-808.366-648.999-1898.441898.44-893.23893.23-70.3170.31571.901711.788-808.405-650.114572.443711.835-808.419-650.146572.481711.841-808.424-650.157MOMENTOS DE SUJECIN Ms= Mf572.486711.843-808.425-650.161572.487711.843-808.425-650.162MsAMsB572.488-650.162-2078.15666666672078.1566666667MsCMsDMsEMsF317.920127.175-1898.441005.21822.9270.31317.920127.175317.920127.174317.921127.171RIGIDEZ DE LOS ELEMENTOS K=I/L317.931127.162INERCIAS (I)318.060127.157319.107127.689322.699128.390339.07186.712I VIGA10.00089322921208.327C-AF-B-395.812I COLUMNA0.0021333333-0.22113-0.08230-1898.441898.44-0.10697-0.13754-893.23893.23-0.09632-0.22475-70.3170.31-0.18575-0.16637I VIGA 20.00630000-1898.441005.21822.9270.31RIGIDEZ EN VIGAS-0.19656C-D-1773.5171793.309D-C-0.25549D-E-1259.630591.370E-D-0.17893E-F-297.477169.723F-E-0.14788565.190C-GC126.1951064.243-98.054DD-H-126.069414.344-88.590EE-I-206.711-128.13196.817FF-J226.089A-BB-A301.396120.102-112.373-234.186-144.479-80.930-164.565-188.836143.35277.0770.000663160.00066316286.843118.765-111.919-268.385-143.896-79.081-150.334-184.522142.570114.124C-DD-CD-EE-DE-FF-E283.650118.375-111.776-267.300-143.712-79.080-146.900-184.520141.976113.5020.000198500.000198500.000255210.000255210.000595490.00059549282.720118.327-111.732-266.959-143.656-79.098-146.899-184.562141.981113.029282.605118.324-111.726-266.855-143.648-79.105-146.932-184.577141.991113.033RIGIDEZ EN COLUMNAS282.597118.323-111.726-266.841-143.648-79.106-146.944-184.580141.995113.041282.596118.323-111.726-266.839-143.648-79.106-146.946-184.580141.995113.044A-C0.0005333B-F0.0005333282.595118.323-111.726-266.839-143.648-79.106-146.946-184.580141.995113.044C-A0.0005333F-B0.0005333282.595-266.839-146.947113.044-533.679-293.893C-G0.0004741D-H0.0004741E-I0.0004741F-J0.0004741G-C0.0004741H-D0.0004741I-E0.0004741J-F0.0004741FACTORES DE GIRO O COEFICIENTES DE REPARTO0000VIGASGG-C282.595HH-D-266.839II-E-146.947JJ-F113.044COMPROBACIONESA-BB-AA-0.50OK-0.50OK0000-0.27712610-0.27712610B-0.50OK-0.50OK0000C-DD-CD-EE-DE-FF-EC-0.50OK-0.50OK-0.08230156-0.10697355-0.13753743-0.09632186-0.22475100-0.18575348D-0.50OK-0.50OKE-0.50OK-0.50OKCOLUMNASF-0.50OK-0.50OKG0.00OK0.00OKA-C-0.2228739B-F-0.2228739H0.00OK0.00OKC-A-0.2211345F-B-0.1663658I0.00OK0.00OKJ0.00OK0.00OKC-G-0.1965640D-H-0.2554890E-I-0.1789271F-J-0.1478807G-C0H-D0I-E0J-F0