VIGACARGAS DE SERVICIO Y FUERZAS EN VIGA DE PORTICO

COMB1= 1.4CM + 1.7CVCOMB4= 1.25(CM+CV)+SYCOMB2= 1.25(CM+CV)+SXCOMB5= 1.25(CM+CV)-SYCOMB3= 1.25(CM+CV)-SXUnidades = Ton-mVigaLoadLocPV2V3TM2M3B1COMB10.00000000B1COMB10.5000.21000-0.053B1COMB11.0000.42000-0.21B1COMB11.5000.63000-0.473B1COMB20.0000-0.02000B1COMB20.5000.19-0.0200.011-0.047B1COMB21.0000.38-0.0200.023-0.188B1COMB21.5000.56-0.0200.034-0.422B1COMB30.00000.02000B1COMB30.5000.190.020-0.011-0.047B1COMB31.0000.380.020-0.023-0.188B1COMB31.5000.560.020-0.034-0.422B1COMB40.00-0.0200000B1COMB40.50-0.020.19000-0.047B1COMB41.00-0.020.38000-0.188B1COMB41.50-0.020.56000-0.422B1COMB50.000.0200000B1COMB50.500.020.19000-0.047B1COMB51.000.020.38000-0.188B1COMB51.500.020.56000-0.422B2COMB10.20-0.06-1.03000-0.582B2COMB10.74-0.06-0.8000-0.083B2COMB11.29-0.06-0.570000.291B2COMB11.83-0.06-0.340000.54B2COMB12.38-0.06-0.110000.665B2COMB12.92-0.060.110000.665B2COMB13.47-0.060.340000.54B2COMB14.01-0.060.570000.291B2COMB14.56-0.060.8000-0.083B2COMB15.10-0.061.03000-0.582B2COMB20.20-0.05-0.92000.021-0.519B2COMB20.74-0.05-0.72000.021-0.074B2COMB21.29-0.05-0.51000.0210.26B2COMB21.83-0.05-0.31000.0210.482B2COMB22.38-0.05-0.1000.0210.594B2COMB22.92-0.050.1000.0210.594B2COMB23.47-0.050.31000.0210.482B2COMB24.01-0.050.51000.0210.26B2COMB24.56-0.050.72000.021-0.074B2COMB25.10-0.050.92000.021-0.519B2COMB30.20-0.05-0.9200-0.021-0.519B2COMB30.74-0.05-0.7200-0.021-0.074B2COMB31.29-0.05-0.5100-0.0210.26B2COMB31.83-0.05-0.3100-0.0210.482B2COMB32.38-0.05-0.100-0.0210.594B2COMB32.92-0.050.100-0.0210.594B2COMB33.47-0.050.3100-0.0210.482B2COMB34.01-0.050.5100-0.0210.26B2COMB34.56-0.050.7200-0.021-0.074B2COMB35.10-0.050.9200-0.021-0.519B2COMB40.20-0.05-0.75000-0.102B2COMB40.74-0.05-0.540000.251B2COMB41.29-0.05-0.340000.492B2COMB41.83-0.05-0.140000.622B2COMB42.38-0.050.070000.64B2COMB42.92-0.050.270000.547B2COMB43.47-0.050.480000.343B2COMB44.01-0.050.680000.028B2COMB44.56-0.050.89000-0.399B2COMB45.10-0.051.09000-0.937B2COMB50.20-0.05-1.09000-0.937B2COMB50.74-0.05-0.89000-0.399B2COMB51.29-0.05-0.680000.028B2COMB51.83-0.05-0.480000.343B2COMB52.38-0.05-0.270000.547B2COMB52.92-0.05-0.070000.64B2COMB53.47-0.050.140000.622B2COMB54.01-0.050.340000.492B2COMB54.56-0.050.540000.251B2COMB55.10-0.050.75000-0.102B3COMB10.200-0.63000-0.473B3COMB10.700-0.42000-0.21B3COMB11.200-0.21000-0.053B3COMB11.70000000B3COMB20.200-0.560.0200.034-0.422B3COMB20.700-0.380.0200.023-0.188B3COMB21.200-0.190.0200.011-0.047B3COMB21.70000.02000B3COMB30.200-0.56-0.020-0.034-0.422B3COMB30.700-0.38-0.020-0.023-0.188B3COMB31.200-0.19-0.020-0.011-0.047B3COMB31.7000-0.02000B3COMB40.200.02-0.56000-0.422B3COMB40.700.02-0.38000-0.188B3COMB41.200.02-0.19000-0.047B3COMB41.700.0200000B3COMB50.20-0.02-0.56000-0.422B3COMB50.70-0.02-0.38000-0.188B3COMB51.20-0.02-0.19000-0.047B3COMB51.70-0.0200000

COLUMNACARGAS DE SERVICIO Y FUERZAS EN COLUMNA DE PORTICO

COMB1= 1.4CM + 1.7CVCOMB4= 1.25(CM+CV)+SYCOMB2= 1.25(CM+CV)+SXCOMB5= 1.25(CM+CV)-SYCOMB3= 1.25(CM+CV)-SXUnidades = Ton-mColumnaLoadLocPV2V3TM2M3C1COMB10-3.9600.0600.0930C1COMB12.275-300.060-0.0340C1COMB14.55-2.0400.060-0.1610C1COMB20-3.540.190.05-0.0180.0830.983C1COMB22.275-2.680.190.05-0.018-0.030.54C1COMB24.55-1.820.190.05-0.018-0.1430.097C1COMB30-3.54-0.190.050.0180.083-0.983C1COMB32.275-2.68-0.190.050.018-0.03-0.54C1COMB34.55-1.82-0.190.050.018-0.143-0.097C1COMB40-3.7100.2400.6150C1COMB42.275-2.8500.2400.0580C1COMB44.55-1.9900.240-0.4980C1COMB50-3.370-0.140-0.4480C1COMB52.275-2.510-0.140-0.1190C1COMB54.55-1.650-0.1400.2110C2COMB10-3.960-0.060-0.0930C2COMB12.275-30-0.0600.0340C2COMB14.55-2.040-0.0600.1610C2COMB20-3.540.19-0.050.018-0.0830.983C2COMB22.275-2.680.19-0.050.0180.030.54C2COMB24.55-1.820.19-0.050.0180.1430.097C2COMB30-3.54-0.19-0.05-0.018-0.083-0.983C2COMB32.275-2.68-0.19-0.05-0.0180.03-0.54C2COMB34.55-1.82-0.19-0.05-0.0180.143-0.097C2COMB40-3.3700.1400.4480C2COMB42.275-2.5100.1400.1190C2COMB44.55-1.6500.140-0.2110C2COMB50-3.710-0.240-0.6150C2COMB52.275-2.850-0.240-0.0580C2COMB54.55-1.990-0.2400.4980

DESPLAZAMIENTOSDESPLAZAMIENTO DE NUDOS DE PORTICO

COMB1= 1.4CM + 1.7CVCOMB4= 1.25(CM+CV)+SYCOMB2= 1.25(CM+CV)+SXCOMB5= 1.25(CM+CV)-SYCOMB3= 1.25(CM+CV)-SXUnidades = Ton-mStoryPuntoLoadUXUYUZRXRYRZSTORY15COMB100-0.00010.0000900STORY15COMB20.003000.000080.0009-0.00004STORY15COMB3-0.003000.00008-0.00090.00004STORY15COMB400.001-0.00010.0000100STORY15COMB50-0.00100.0001500STORY16COMB100-0.0001-0.0000900STORY16COMB20.00300-0.000080.00090.00004STORY16COMB3-0.00300-0.00008-0.0009-0.00004STORY16COMB400.0010-0.0001500STORY16COMB50-0.001-0.0001-0.0000100STORY17COMB1000-0.0000300STORY17COMB20.003100-0.000020.00090.00006STORY17COMB3-0.003100-0.00002-0.0009-0.00006STORY17COMB400.0010.0001-0.000100STORY17COMB50-0.001-0.00010.0000500STORY18COMB10000.0000300STORY18COMB20.0031000.000020.0009-0.00006STORY18COMB3-0.0031000.00002-0.00090.00006STORY18COMB400.001-0.0001-0.0000500STORY18COMB50-0.0010.00010.000100