Flat roof

If you taper 2" or notch 2" off a 9" joist, it performs as a 7" joist, so you need to confirm that it will still be suitable for the span.

Bear in mind that the 2.5m limit is eaves height, not roof height.
 
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Looking at span table my 9 x 2 will be able to span to nearly 5m so 7 x 2 is really what i could of got away. I messed up basically forgetting about the slope on roof.
 
Screw a temporary batten to the side of each joist and using the c/saw, cut down to 200mm at the top and 150 at the bottom. If they are C24s at 400 centres, they will be fine.
 
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I have quite often designed glulam beams with cut outs at the end - say to go in steels etc.

The structural Engineer always passed them - he did tell me once how big a chop out is possible - it's quite a lot, something like a 1/3 (can't remember the length) before it lowers the beam stiffness.
 
I have quite often designed glulam beams with cut outs at the end - say to go in steels etc.

The structural Engineer always passed them - he did tell me once how big a chop out is possible - it's quite a lot, something like a 1/3 (can't remember the length) before it lowers the beam stiffness.
Cut outs from the middle?

Or cutting the top or bottom edge?
 
So you're saying that if you have a 9" deep joist and notch it 2" at the end, you've turned it into a 7" deep joist??? Hmmm...
Did I say that? :rolleyes:

A notch is a notch, there is guidance for notching.

Reducing the depth continuously via a taper is completely different.
 
Silly me - my most sincere and humble apologies - I mistakenly thought you said:

"If you taper 2" or notch 2" off a 9" joist, it performs as a 7" joist"
 
Cut outs from the middle?

Or cutting the top or bottom edge?

Top or bottom edge.

Quite often I designed orangeries with glulam beams.

Typically the beam would be 90 x 405 and cut down to 300mm at each end -sometimes a metre long.

Basically the 300mm section was the flat roof perimeter and the 405mm was the lantern upstand.
 
Silly me - my most sincere and humble apologies - I mistakenly thought you said:

"If you taper 2" or notch 2" off a 9" joist, it performs as a 7" joist"
Apology accepted.

Btw, it was notch who suggested notching the ends of the joists over the plate that's the notching I referred to.
 

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