06-12-2010, 07:39 PM
(This post was last modified: 06-12-2010, 07:39 PM by ivanveliki.)
If the chimney has constant ratios of change of the mean diameter and width, give me some details and I will calculate them to you.
D1 - mean diameter of the chimney shell at the base
D2 - mean diameter at the top
t1 - width of the chimney shell at the base
t2 - width of the shell at the top
H - height
E - modul of elasticity of the concrete
If you have to consider the rotational deformation of the foundation I need also (in case of circular foundation only):
ks - Winkler's constant of the soil
Jf - moment of inertia of the foundation
D1 - mean diameter of the chimney shell at the base
D2 - mean diameter at the top
t1 - width of the chimney shell at the base
t2 - width of the shell at the top
H - height
E - modul of elasticity of the concrete
If you have to consider the rotational deformation of the foundation I need also (in case of circular foundation only):
ks - Winkler's constant of the soil
Jf - moment of inertia of the foundation