Question: Q 3 : the 4 0 0 4 0 0 braced column show the figure below has length am f c ' = 2 0

Q3: the 400400 braced column show the figure below has length am
fc'=20,fy=420, the factor DL=700KN
the ultimate factord load and moments are
is the coulmu selender
MU1=80KN.MMU2=120
calculate the flexural stiffness for coulmn (EI)
(3) calculate the critical load assuning EI=13000KN*m(Pc)
(4) calculate the magnifying moment for the coulmn assume pc=3000KN(M)
Q 3 : the 4 0 0 4 0 0 braced column show the

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