I am posting my calculations on maximum compressive and buckling strength of a 1.5"x1/8"x6' MRS pole. Please note that these calculations do not include any factor of safety, or any reduction of strength due to holes or load eccentricity etc etc. These are NOT Safe Weight Loads (SWL):
Cross Sectional Properties:
Do = 1.5000 in
t = 0.1250 in
Di = 1.3750 in
A = 0.5400 in^2
I = 0.1287 in^4
length L = 72 in
Material Properties (6061):
E = 10,000,000 psi
σy = 8,000 psi
Strength (6061):
P compr = 4,320 lbs (1,960 kg) based on P = σy * A
P buckl = 2,450 lbs (1,111 kg) based on P = π^2 *E*I / K*L^2 where K=1
p.s. I could not make subscripts and superscripts to work. I will fix it if someone tells me how
