Answer:
slenderness ratio = 147.8
buckling load = 13.62 kips
Step-by-step explanation:
Given data:
outside diameter is 3.50 inc
wall thickness 0.30 inc
length of column is 14 ft
E = 10,000 ksi
moment of inertia


Area



r = 1.136 in
slenderness ratio


buckling load


