Esteel = 4.32 * 109 lb / ft2
Gsteel = 1.73 * 109 lb / ft2
Do = 5.000 ft
Di = 1.500 ft
A = π/4*(Do2-Di2) = 17.868 ft2
M = (Psteel * A) * 150.0% (BOP structure) = 408.095 slugs /ft
ρ = M / A = 22.840 slugs /ft3
Dd = 5.000 ft
V = (π/4*(Do2 -Di2)) * 148.5% (BOP structure) = 26.795 ft2
Db = 5.841 ft