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different moments by changing only colum and beam seccion

different moments by changing only colum and beam seccion

different moments by changing only colum and beam seccion

(OP)
can someone tell me how does it work?
how can i get the same moments even changing seccion ?
i tried everything and still have the same problem.
i want
40cmX25cm(col)+40cmX60cm(beam)moments = 40x40col +40x60beam moments
with the same height and lenght

help me please.

RE: different moments by changing only colum and beam seccion

Hi,

If the system is isostatic it doesn't depend on its sections. Is it isostatic system?

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