How do I work out the load carrying limit for timber?
Making a frame out of square timber, maybe
88 x 88mm 2.7m H3 KD Clear Primed FJ Laminated LOSP Pine Post
Structurally strong - GL8 graded for load bearing applications, stronger than equivalent F7 solid posts
But I would like to know what load it could take at the 2.7M span supported at both ends?