Esteel = 4.32 * 109 lb / ft2
Gsteel = 1.73 * 109 lb / ft2
Do = 1.750 ft
T = 0.875 in
Di = Do – 2*T = 1.604 ft
A = π/4*(Do2-Di2) = 0.384 ft2
M = (ρsteel * A) * 110% (couplings) + MP + MMOD = 15.050 slugs /ft
ρ = M / A = 39.175 slugs /ft3
Dd = 3.917 ft
V = (π/4*(Do2)) + (VMOD * NMOD / L) + VP
= (2.405 + 6.400 + 0.450) = 9.255 ft2
Db = 3.433 ft