Just out of personal interest, which column are you using for the calculation? i.e., is it LK P, LK M, or LK K that is the dimensioned one? I studied structural engineering in the early '90s but don't remember everything..
I need to dimension a pillar for the right support as well.
I just did a recalculation based on the glulam dimension you were informed about, i.e., 115x630. To find other glulam dimensions, I compare the moment of inertia, calculated according to the formula I = (b*h*h*h)/12. To compare with steel dimensions, I compare the bending stiffness, i.e., the product of the modulus of elasticity and the moment of inertia. Then I look in a steel table to see which dimensions have the correct moment of inertia.
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