vmirat
Structural
- Apr 4, 2002
- 294
A long time ago, in a galaxy far, far, away (like 2009), I posted a question about building owners complying with posted floor load limits (IBC section 106). The question was, how do laymen figure out if they are staying under the posted limit. For example, the recent inquiry to me from an owner concerned a second floor designed for 100 psf. The owner says, "Hey, I weigh 200 pounds, does that mean I can't walk on my floor?". Unfortunately, I never got a very good answer, so I'm re-posting this question.
Obviously, the actual load can exceed 100 psf if it's limited in area. But how is a non-engineer suppose to figure this out? This particular owner wants to use this part of the building for storage. They shouldn't have to hire a structural engineer every time they want to use their building.
Obviously, the actual load can exceed 100 psf if it's limited in area. But how is a non-engineer suppose to figure this out? This particular owner wants to use this part of the building for storage. They shouldn't have to hire a structural engineer every time they want to use their building.