Originally Posted By: jfarsetta This post was automatically imported from our archived forum.
Dave,
No offense, but my point is "so what?"
How often will an inspector EVER actually see a joist bearing of only 1 1/2"?
We both know that joints will typically bear on a partition of some type, a sill, a girder assembly (either wooden or perhaps steel) and so on.
IMO, this type of question is exactly what has been wrong with the QOD. If you qualified the question by adding a blurb regarding joist hangars counting as a bearing point, I'd buy it.
One needs to look at far more than 1 1/2" of bearing to determine what's going on.
I'm going to send you a bunch of questions. Use the ones you like, throw the rest away. Maybe you can get a feel for the things I am speaking of.
-- Joe Farsetta
Illigitimi Non Carborundum
"Dont let the bastards grind you down..."
Originally Posted By: dbowers This post was automatically imported from our archived forum.
The correct answer to this question could have been 1 1/2" if on wood but would have been 3" if bearing on concrete. Since neither material was specified either answer 1 1/2" or 3" would be correct.