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