DavidStructural08
Structural
I know the answer would be yes for strip footing supporting a concrete/CMU load bearing wall. But what if the wall is cold-formed studs spacing at 12"-24" o.c.
I think probably we could not get much reduction on live load for wall studs due to the spacing (Width * spacing (12"to24"). But it seems for the strip FTG, we could have a much larger tributary area (width * strip FTG length).
am I rite?
I think probably we could not get much reduction on live load for wall studs due to the spacing (Width * spacing (12"to24"). But it seems for the strip FTG, we could have a much larger tributary area (width * strip FTG length).
am I rite?