I am planning an extension of approximately 7.5x12m, with a shed roof.
I would like to design with a beam instead of a shed roof truss, mainly for ceiling height and sloping interior ceiling.
Glued laminated timber seems to be both heavy and expensive; I calculated 90x360 as a suitable dimension.
My question is whether it would be possible to construct box beams using the following method:
finger-jointed C24 45x145x8,5M, with 500mm P30 construction plywood glued and screwed on the outside. I have a mechanical workshop and would, in that case, build a press jig with hydraulic cylinders for gluing.
If this is feasible, how is such a beam calculated?
I would like to design with a beam instead of a shed roof truss, mainly for ceiling height and sloping interior ceiling.
Glued laminated timber seems to be both heavy and expensive; I calculated 90x360 as a suitable dimension.
My question is whether it would be possible to construct box beams using the following method:
finger-jointed C24 45x145x8,5M, with 500mm P30 construction plywood glued and screwed on the outside. I have a mechanical workshop and would, in that case, build a press jig with hydraulic cylinders for gluing.
If this is feasible, how is such a beam calculated?
I avoid the cost of the press jig, as I already have all the necessary materials. Otherwise, the calculations might get a bit tricky...Gabbe1 said:
I have personally done it this way but with 2 pieces of 45x220 (K 24) glued edge to edge. Then I screw-glued K-plyfa on both sides with staggered joints. Then I cut the beam to the slope I wanted. Worked perfectly fine on a 4 m span and heavy snow loads.

Attaching a small image of my intended construction. In this case, 400mm plywood and 120x45 regel.
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