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?
 
Interesting thought, in general, I like to solve things on my own. But you mention the price as a reason, is it really cheaper to build a press jig than to buy a glulam beam?
 
Gabbe1 said:
Interesting thought, generally I like to solve things on my own.
But you mention the price as a reason, is it really cheaper to build a press jig than to buy a laminated beam?
I avoid the cost of the press jig, as I already have all the necessary materials. Otherwise, the calculations might get a bit tricky...
 
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.
 
A 3D model of a construction design using 400mm plywood and a 120x45 timber frame component.

Attaching a small image of my intended construction. In this case, 400mm plywood and 120x45 regel.
 
Have you double-checked to ensure that your box beam has the same stiffness as the glulam beam?
 
Click here to reply
Vi vill skicka notiser för ämnen du bevakar och händelser som berör dig.