MrFEMcredible
Aerospace
- Jan 15, 2005
- 17
Ok, hi all.
I'm an aerospace engineer (no giggling at the back by you civil enfìgineers please ;-), remember we giggle at you lot in the sme way ! )
I think you'll find this post very interesting (and shocking) as it goes along.
I live in an old house (rented) where the ground floor part of a chimney (well of 2 chimneys ctully) has(have) been removed.
I'll start easily so as not frighten you all (that'll come later in the discussion)
How should he upper part normally be consolìdated after a demolition down below ?
Let's just say for the moment that the upper part's structural integrity is not exactly 'robust'.
What SHOULD be done in normal circumstances, in terms of support/reinforcement up top when the lower part is removed ?
Pointers to any guidelines/normes whih my existrelating to how it should be done would be greatly appreciated.
Let's just say it's a question of life and death ! (I'm serious)
thanks
J
I'm an aerospace engineer (no giggling at the back by you civil enfìgineers please ;-), remember we giggle at you lot in the sme way ! )
I think you'll find this post very interesting (and shocking) as it goes along.
I live in an old house (rented) where the ground floor part of a chimney (well of 2 chimneys ctully) has(have) been removed.
I'll start easily so as not frighten you all (that'll come later in the discussion)
How should he upper part normally be consolìdated after a demolition down below ?
Let's just say for the moment that the upper part's structural integrity is not exactly 'robust'.
What SHOULD be done in normal circumstances, in terms of support/reinforcement up top when the lower part is removed ?
Pointers to any guidelines/normes whih my existrelating to how it should be done would be greatly appreciated.
Let's just say it's a question of life and death ! (I'm serious)
thanks
J