Snow load on ridge beam
Posted: Tue Dec 04, 2018 3:35 pm
I just start PDD, so here is a very easy question to most of you.
The question in the Handbook, the snow load per linear foot on the ridge beam = design snow load x HALF roof span.
Why HALF span but not the whole?
Thank you guys.
The question in the Handbook, the snow load per linear foot on the ridge beam = design snow load x HALF roof span.
Why HALF span but not the whole?
Thank you guys.