"Rob Morley" wrote in message
t...
In article
dennis@home wrote:

"Phil Addison" wrote in message
...

http://www.glennmillar.plus.com/PoorWork/various%20(2).JPG

Is this the problem of the first fixing which has broken the wall by
being
too close to the top
or the, newish, existing fixing which is just as close to the top of the
broken wall and is just as likely to fail?


There's more weight there to hold it together.

You can see the cracks caused by the first failure.
The upper part of the wall is not contributing much to the strength as a
result.
The new fixing is just as weak and just as wrong IMO.