09-24-2010, 08:34 AM
Dear iceman84 & adekajeng
Both of you agree : "need to locate shear hinges at both ends for beams and probably at mid span and both ends for columns"
Locate shear hinge at mid of column I think to accomodate possibility of buckling in column, plz give me correction if I'm wrong.
Why we do not need to locate shear hinge in mid of beam ? Plz give me reasons.
Thanks for your time & your help
I really appreciate your effort to help me.
Regards
Paladin
Both of you agree : "need to locate shear hinges at both ends for beams and probably at mid span and both ends for columns"
Locate shear hinge at mid of column I think to accomodate possibility of buckling in column, plz give me correction if I'm wrong.
Why we do not need to locate shear hinge in mid of beam ? Plz give me reasons.
Thanks for your time & your help
I really appreciate your effort to help me.
Regards
Paladin