Answer:
slenderness ratio = 147.8
buckling load = 13.62 kips
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 


Answer: It is a nominal rate per year
Translate in Spanish: lo siento, hubiera puesto 300 puntos pero los usé todos para mi última pregunta
If you meant a different language lmk