Find the maximum load P that the column in Figure 2 can carry without buckling, in tons, E= 318 tons/cm2. (Assume elastic buckling). The column section is given. Point A is hinged, point B is fixed support.
L=22,5(m)
d=21(cm)
h=52(cm)
E=318(t/cm2)
Extracted text: A n-n Kesiti n 1n h cm L (m) d cm B