Sokka10
Structural
- May 31, 2021
- 28
Good afternoon, I have a wood-framed residence here with a corner window. I wanted to run my idea past you all here to see what you think. The snow load in this area is large (65 psf roof snow), thus the outriggers shown. Also, the roof framing here are parallel chord trusses where the slope for the bottom and top chords is 2:12. I calculate Header 1 to have a reaction of approximately 13 kip at each end. My idea is to bear Header 1 on top of a 6x6 column in the corner. Then Header 2 would be sloped at the 2:12 pitch and have a concealed flange hanger that hangs into the end of Header 1. My previous experience with corner windows are where the window on each side is small (3' or so). Haven't had one where the openings are this large (combined with a large snow load as well).
- In your experience is this an acceptable way to frame this corner?
- I have concerns about out of plane loadings at the corner since the 6x6 column won't extend up to the top plates. Thoughts on this?
I appreciate any thoughts or comments that you may have.
- In your experience is this an acceptable way to frame this corner?
- I have concerns about out of plane loadings at the corner since the 6x6 column won't extend up to the top plates. Thoughts on this?
I appreciate any thoughts or comments that you may have.