09-26-2010, 05:38 AM
Dear iceman84, adekajeng and avge
For advanced user of pushover analysis is suggested to modify the properties of pushover hinge ( V, M & PMM ).
Does this pocedure ( modify hinge properties ) can enter/consider real ( actual used ) shear reinforcement of beam/column ?
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Dear avge, I want ask about your answer ( "...see which is the closest to yield: bending moment or shear force ")
For example for a beam has M design & V design ---> result bending & shear reinforcement ---> can be calculated the Mn actual & Vn actual
Mn actual --> bending moment strength provided by the RC beam + used/actual bending reinforcing
Vn actual --> shear strength provided by the RC beam + used/actual shear reinforcing
Then how to know whether the bending or the shear that closest to the yield ?
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Dear iceman84, adekajeng and avge, thanks for your time & your answers
I really appreciate your help to me.
Regards
Paladin