concrete frame design

[kabitchovitch]

Hello
I had designed a 10 stories of a concrete structure with beam , column and chear walls with ETABS 9.5.0 , then i had designed the same structure with SAP2000 V 14.0.0,
i had used de eurocode to design the beams and the columns.
but my question is why SAP2000 had given me a very large section rebar area in columns?, but ETABS had given me a logical rebar sections of the columns.
is there anay somme one who can chek my models and tel me where is the mistake ?

 

[IJR]

kabitchovitch

before we help you check your model, can you report the forces obtained from either model?

that is surely where the differences come from.

respects
ijr