Hoja1

EJERCICIO N 01

. 1. 35

20.00 Ton 64 2 7 4 7 6 7

4.5

. 9. 1215

10 8 13 11 16 14

. 0,80.250.250.8

0.251.250.251.250.25

ELEMENTO 01 PLACAELEMENTO 02 VIGAELEMENTO 02 PLACA

base0.3ALTURA3.00 m altura0.30Altura (m)3.00AREA0.15 m2LARGO4.00Area (m2) :0.15f'c-210.00 Kg/cm2 f'c210.00AREA0.07 m2f'c concreto Kg/cm2:210

Inercia de la barra m4 0.000675 m4Area de la barra (As) m2 0.13 m2Coef.de elast. Ton/m2 (E)2173706.51 Ton/m2 Area de la barra (As) m2 0.125Inercia de la barra m4 0.01 m4a1Inercia de la barra m4 0.01 m4Coeficiente tipo seccion U :0.8333b1Coeficiente tipo seccion :u0.8333333333E2173706.51 Ton/m2 Coef.de elast. Ton/m2 (E)2173706.51192842Modulo de Corte G:869482.6048Modulo de Corte G:869482.604771366:0.3333

:0.3333333333

5121067534108959057.10.0-13585.7-9057.10.0-13585.7123459057.10.0-13585.7-9057.10.0-13585.710.0108685.30.00.0-108685.30.01275.1825.3-275.1825.330.0108685.30.00.0-108685.30.02-13585.70.029435.613585.70.011321.42825.32842.8-825.32109.24-13585.70.029435.613585.70.011321.410-9057.10.013585.79057.10.013585.73-275.1-825.3275.1-825.310-9057.10.013585.79057.10.013585.760.0-108685.30.00.0108685.30.04825.32109.2-825.32842.880.0-108685.30.00.0108685.30.07-13585.70.011321.413585.70.029435.69-13585.70.011321.413585.70.029435.6

MATRIZ GLOBAL

ELEMENTO 04 PLACAELEMENTO 05 VIGAKffKfrELEMENTO 06 PLACA12345678910111213141516base0.31108960.4825.3-275.1825.30.0-108685.30.00.00.00.00.00.00.00.00.00.0altura0.602825.332278.4-825.32109.2-13585.70.011321.40.00.00.00.00.00.00.00.00.0ALTURA3.00 m LARGO4.00Altura (m)3.003-275.1-825.3108960.4-825.30.00.00.0-108685.30.00.00.00.00.00.00.00.0AREA0.15 m2f'c210.00Area (m2) :0.154825.32109.2-825.332278.4-13585.70.00.00.011321.413585.70.00.00.00.00.00.0f'c-210.00 Kg/cm2 AREA0.28 m250.0-13585.70.0-13585.718114.20.0-13585.70.0-13585.7-18114.20.00.00.00.00.00.06-108685.30.00.00.00.0219571.56602.6-2200.96602.60.00.0-108685.30.00.00.00.0f'c concreto Kg/cm2:21070.011321.40.00.0-13585.76602.681613.6-6602.616873.40.013585.70.011321.40.00.00.0Inercia de la barra m4 0.005400 m480.00.0-108685.30.00.0-2200.9-6602.6219571.5-6602.60.00.00.00.00.0-108685.30.0Coef.de elast. Ton/m2 (E)2173706.51 Ton/m2 90.00.00.011321.4-13585.76602.616873.4-6602.681613.60.00.00.00.013585.70.011321.4Area de la barra (As) m2 0.13 m2a1Area de la barra (As) m2 0.125100.00.00.013585.7-18114.20.00.00.00.027171.3-9057.10.0-13585.7-9057.10.0-13585.7Inercia de la barra m4 0.01 m4b1Inercia de la barra m4 0.01 m4110.00.00.00.00.00.013585.70.00.0-9057.1Coeficiente tipo seccion U :0.8333Coeficiente tipo seccion :u0.8333333333120.00.00.00.00.0-108685.30.00.00.00.0E2173706.51 Ton/m2 Coef.de elast. Ton/m2 (E)2173706.51192842130.00.00.00.00.00.011321.40.00.0-13585.7Modulo de Corte G:869482.6048Modulo de Corte G:869482.604771366140.00.00.00.00.00.00.00.013585.7-9057.1:0.3333150.00.00.00.00.00.00.0-108685.30.00.0160.00.00.00.00.00.00.00.011321.4-13585.7:0.3333333333KrfKrr

106711121367891089141516109057.10.0-13585.7-9057.10.0-13585.762200.96602.6-2200.96602.6109057.10.0-13585.7-9057.10.0-13585.760.0108685.30.00.0-108685.30.076602.622742.4-6602.616873.480.0108685.30.00.0-108685.30.07-13585.70.029435.613585.70.011321.48-2200.9-6602.62200.9-6602.69-13585.70.029435.613585.70.011321.411-9057.10.013585.79057.10.013585.796602.616873.4-6602.622742.414-9057.10.013585.79057.10.013585.7120.0-108685.30.00.0108685.30.0150.0-108685.30.00.0108685.30.0108960.4825.3-275.1825.30.0-108685.30.00.00.00.013-13585.70.011321.413585.70.029435.616-13585.70.011321.413585.70.029435.6825.332278.4-825.32109.2-13585.70.011321.40.00.00.0-275.1-825.3108960.4-825.30.00.00.0-108685.30.00.0kff825.32109.2-825.332278.4-13585.70.00.00.011321.413585.70.0-13585.70.0-13585.718114.20.0-13585.70.0-13585.7-18114.2-108685.30.00.00.00.0219571.56602.6-2200.96602.60.00.011321.40.00.0-13585.76602.681613.6-6602.616873.40.00.00.0-108685.30.00.0-2200.9-6602.6219571.5-6602.60.00.00.00.011321.4-13585.76602.616873.4-6602.681613.60.00.00.00.013585.7-18114.20.00.00.00.027171.3

0.00001805690.00000266170.00000034480.00000032430.00000751820.00000892360.00000008140.00000027730.00000049020.000004850.0000026617-0.0000230029-0.0000026617-0.0000157011-0.00014491260.0000023813-0.000017446-0.0000023813-0.0000187229-0.00008875780.0000003448-0.00000266170.0000180569-0.0000003243-0.00000751820.0000002773-0.00000008140.0000089236-0.0000004902-0.00000485kff -10.0000003243-0.0000157011-0.00000032430.0000395822-0.0000319670.0000005073-0.0000010165-0.0000005073-0.0000106841-0.00004110240.0000075182-0.0001449126-0.0000075182-0.000031967-0.00037550790.0000062131-0.00003259-0.0000062131-0.0000523412-0.00023435510.00000892360.00000238130.00000027730.00000050730.00000621310.0000089674-0.00000005840.00000023350.00000026940.00000388840.0000000814-0.000017446-0.0000000814-0.0000010165-0.00003259-0.00000005840.00001080990.0000000584-0.0000075095-0.00002121840.0000002773-0.00000238130.0000089236-0.0000005073-0.00000621310.00000023350.00000005840.0000089674-0.0000002694-0.00000388840.0000004902-0.0000187229-0.0000004902-0.0000106841-0.00005234120.0000002694-0.0000075095-0.00000026940.000006531-0.00002955210.00000485-0.0000887578-0.00000485-0.0000411024-0.00023435510.0000038884-0.0000212184-0.0000038884-0.0000295521-0.000098882

00000000000013585.665699552600-9057.11046636840000000-108685.325596421000000Krf00000011321.388082960500-13585.6656995526000000000013585.6656995526-9057.1104663684000000000-108685.32559642100000000000011321.3880829605-13585.665699552600

DFQR10.000161272431.27054632892-0.0030612666-14.3551443456LARGOAREAPESO PROPIOPESO3-0.000161272453.2551562109PLACA60.32.48.644-0.00089052926.1133494432VIGA40.092.40.86410105-0.007976168814.3551443456VIGA40.182.41.728202060.000132079948.957492139511.23230307-0.000701033440408-0.00013207995155159-0.0010806391606010-0.00450414640.00347202240.0058496634r =70.0Q =708080909010101010110110120120130130140140150150160160

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Hoja3

Hoja2