YoungGunner
Structural
- Sep 8, 2020
- 98
I'm re-designing the floor slab and beams for an upper level mezzanine for various exhibits in an aquarium, one being a snow leopard exhibit. Pictures show that those tend to have mini mountains, which I assume is just shotcrete over framing. This will likely be the heaviest exhibit in the area. I do not know how tall the exhibit will be but I do assume that as aquariums/zoos tend to do, this exhibit is not necessarily the only one that will be here in the lifespan so I want to design for a conservative load.
Already designing for a 100 psf live load - what should I do for the "exhibit partition" load? I started with just thinking 2" NW concrete and 15 psf for the usual partition load which gets me extra 40 psf, but gut feeling tells me that not be enough if they decide to put actual boulders in (which some pictures show online). Anyone with experience or insight here?
Already designing for a 100 psf live load - what should I do for the "exhibit partition" load? I started with just thinking 2" NW concrete and 15 psf for the usual partition load which gets me extra 40 psf, but gut feeling tells me that not be enough if they decide to put actual boulders in (which some pictures show online). Anyone with experience or insight here?