Welcome to the forum.
You probably need to give us more information to even get a guess.
Are we talking about a column or a horizontal beam?
How many support points are there?
Is it a distributed load or a point load?
You probably need to give us more information to even get a guess.
Are we talking about a column or a horizontal beam?
How many support points are there?
Is it a distributed load or a point load?
I would guess that it has too low a bearing capacity alone at that length without any support in the middle. This can be looked up in tables. But it probably requires at least structural timber with quality c24 in any case. One might be able to compensate for the breaking load by positioning them twice as close. Meaning cc30 instead of cc60. But it will then bend and sway in the middle. But not break. My guess. Best regards, PerOF
Self-builder
· Arvika
· 1 527 posts
What type of beam is it, something existing or something you purchased? Do you know what grade of timber it is? What is it supposed to bear?
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