Etab aLogarithm for Shear Calculations
Etab aLogarithm for Shear Calculations
(OP)
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 ??





