Edificio

Post on 18-Dec-2015

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Analisis viga edificio torsion etabs

Transcript of Edificio

Beam ForcesTABLE: Beam ForcesStoryBeamLoad Case/ComboStationPV2V3TM2M3mtonftonftonftonf-mtonf-mtonf-mStory1B18Comb10.3-9.5369-12.91470.0358-0.54450.0853-23.7722Story1B18Comb10.77-9.5369-12.5590.0358-0.54450.0685-17.7859Story1B18Comb11.24-9.5369-12.20320.0358-0.54450.0517-11.9667Story1B18Comb11.71-9.5369-11.84750.0358-0.54450.0349-6.3148Story1B18Comb12.18-9.5369-11.49180.0358-0.54450.018-0.8301Story1B18Comb12.65-9.5369-11.1360.0358-0.54450.00124.4875Story1B18Comb13.12-9.5369-10.78030.0358-0.5445-0.01569.6378Story1B18Comb13.59-9.5369-10.42460.0358-0.5445-0.032414.621Story1B18Comb14.06-9.5369-10.06890.0358-0.5445-0.049219.4369Story1B18Comb14.53-9.5369-9.71310.0358-0.5445-0.06624.0857Story1B18Comb15-9.5369-9.35740.0358-0.5445-0.082828.5673Story1B18Comb15-9.55388.2575-0.05170.8776-0.14228.5159Story1B18Comb15.47-9.55388.6132-0.05170.8776-0.117724.5513Story1B18Comb15.94-9.55388.969-0.05170.8776-0.093420.4194Story1B18Comb16.41-9.55389.3247-0.05170.8776-0.069116.1204Story1B18Comb16.88-9.55389.6804-0.05170.8776-0.044911.6542Story1B18Comb17.35-9.553810.0361-0.05170.8776-0.02067.0208Story1B18Comb17.82-9.553810.3919-0.05170.87760.00372.2203Story1B18Comb18.29-9.553810.7476-0.05170.87760.028-2.7475Story1B18Comb18.76-9.553811.1033-0.05170.87760.0523-7.8825Story1B18Comb19.23-9.553811.4591-0.05170.87760.0766-13.1847Story1B18Comb19.7-9.553811.8148-0.05170.87760.1009-18.654

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