4qualityce
Structural
- Mar 31, 2008
- 6
I am looking for some help specifying through bolts in old (1940s) clay brick for a 2x roof ledger. Double wythe, 8 inch wall. The main loading will be from snow load. I am probably going to use somewhere between 300-600 psi for the old brick just because it is old based on another forum - it is in fair condition. I know I need to check:
1 - brick bearing
2 - all-thread shear/tension (minor wind loading)
3 - washer pullout
4 - ledger bearing
As an alternative, someone referenced that you can use L-bolt values. Does anyone have an example they could post? I am looking at about 240 PLF loading on the ledger.
Thanks!
1 - brick bearing
2 - all-thread shear/tension (minor wind loading)
3 - washer pullout
4 - ledger bearing
As an alternative, someone referenced that you can use L-bolt values. Does anyone have an example they could post? I am looking at about 240 PLF loading on the ledger.
Thanks!