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Posted: Sun Oct 22, 2017 12:30 am Post subject: reason for failure of beam in ETABS
after analysis of a reinforced concrete 10 storey building with seismic analysis in ETABS ( base shear method) i can see that
some beams fail as it is red coloured
but i cannot find the reason for failure
the shear strength(tauV<taucmax) is ok ...also percentage of reinforcement < max allowed
Could anyone tell me what else can be the reason for failure
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