A long slender column
ABCis pinned at ends
Aand
Cand compressed by an axial force
P, as shown in Figure 4. At the midpoint
B, lateral supports are provided to prevent deflection in the plane of the figure. The steel column is a
250UC72.9section. The distance between lateral supports is
L=6m. Calculate the allowable load
Pusing a factor of safety of 2.5 , and taking into account the possibility of Euler buckling about either of the principal centroidal axes. Section details of
250UC72.9column:-
I_(11)=114\times 10^(5)mm^(4)
I_(22)=38.8\times 10^(5)mm^(4)Section
x-xFigure 4 : Axially loaded column