Following on from my last posting, I'll definitely be using 2" x 8" beams
for the new floor. This will meet the BCO regs, and isn't going to be
anywhere near as expensive as I'd previously thought. (I think the quote I
must have been given previously was for mahogany beams, not softwood :-)


My roof is made from King post trusses and the new floor is going to be
entirely separate, as it I'll be raised an extra 1" off the wallplates. The
trusses are on a 600mm spacing, and each one has a king post in the middle.
It'd be really nice to not have them there, but not essential as the roof
space is quite large as it is.

So, the new questions are :

1) Is it possible to modify trusses? I have searched around t'internet and
some sites say "absolutely not", some say "yes, if a structural engineer
does the calcs for the modifications"

2) Assuming "yes" to the above, is it the sort of work I can do myself (I am
a pretty competent DIYer)

3) Is there generally enough redundancy in the trusses so that one can be
modified at a time While the trusses on either side take the temporary
additional load

A reply to my previous post suggested that the king post is simply a hanger
to reduce the effective span of the truss (I guess to stop the horizontal
member form sagging). If this is the case, is it likely that I'd be able to
run a wooden beam from the gable, under the apex of a number of trusses with
the other end supported by an vertical post that is supported by an
additional joist that spans the wallplates ( I know, I need to do some
sketches). With the above in place the kingposts could be removed (having
created a new hangers from a noggins between the new floor joists to prevent
the truss horizontal member from sagging)

Of course I'd get a structural engineer to draw up plans and to the calcs,
but before spend £££ I'd like to get a consensus if what I'd like to do is
even feasible.

Thanks

Chris

p.s. my next posting will have a link to some piccies and sketches!