asixth
Structural
- Feb 27, 2008
- 1,333
Can experienced wood designers please comment on the acceptability of this connection.
Basically I have a preexisting suspended ceiling which has worked for the last ten years. Myself and a builder where walking on this ceiling and it was certainly strong.
Being asked to certify the existing structure, I have investigated the structure and found the existing connection to consist of 2-skewed nails. Doing the calculations, I did not feel this connection had the required capacity so have specified framing anchors with 2-bolts each leg. I only received one bolt each leg.
I can justify to myself that this connection can work transferring shear with bearing on the wood.
Would this connection detail be acceptable to most?
All comments are appreciated.
Regards
Basically I have a preexisting suspended ceiling which has worked for the last ten years. Myself and a builder where walking on this ceiling and it was certainly strong.
Being asked to certify the existing structure, I have investigated the structure and found the existing connection to consist of 2-skewed nails. Doing the calculations, I did not feel this connection had the required capacity so have specified framing anchors with 2-bolts each leg. I only received one bolt each leg.
I can justify to myself that this connection can work transferring shear with bearing on the wood.
Would this connection detail be acceptable to most?
All comments are appreciated.
Regards