drasticxxxx
Civil/Environmental
Hello guys,
according to etab design manual it is clear that for both special and intermediate frames the shear will be calculated on M1+M2/L+ Vd+L
and in ordinary it will be based on factored load only without considering the shear for capacity design.
Actually ,i took one example ( fixed beam,one span only),and i found that shear result is the same as factored load and not related to the capacity design although i change it form between ordinary and special frame.
Note: longitudinal steel reinforcement may change ,but shear links don't.
so is there any think i didn't catch ??
according to etab design manual it is clear that for both special and intermediate frames the shear will be calculated on M1+M2/L+ Vd+L
and in ordinary it will be based on factored load only without considering the shear for capacity design.
Actually ,i took one example ( fixed beam,one span only),and i found that shear result is the same as factored load and not related to the capacity design although i change it form between ordinary and special frame.
Note: longitudinal steel reinforcement may change ,but shear links don't.
so is there any think i didn't catch ??
