rajesh pullat
Structural
- Apr 2, 2017
- 5
Hi
after analysis of a reinforced concrete 10 storey building with seismic analysis in ETABS ( base shear method)
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
Rajesh
after analysis of a reinforced concrete 10 storey building with seismic analysis in ETABS ( base shear method)
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
Rajesh