Fitness Center Live Loads
Fitness Center Live Loads
(OP)
I am analyzing an existing building in which the architect proposes to place a fitness center. I am currently going to use 125 psf LL for the floors but have unable to find any reference or code verifying 125. Can anyone lend assistance as to whether or not 125 will be sufficient and possible documentation?
Thanks
Pat
Thanks
Pat






RE: Fitness Center Live Loads
It should be noted that the code prescribed live loads are minimums. If the anticipated live load is greater, you have to use the higher load.
It would be a good idea to design the floor for a concentrated load (say 1,000 to 2,000 lb) as well. Some weightlifting machines and storage racks can be quite heavy. Try to get a list of equipment weights from the owner.
Another consideration is vibration, especially if there will be aerobic classes or other rhythmic movements. These types of vibrations can be very disruptive to occupants of other spaces, even several stories away.
RE: Fitness Center Live Loads
RE: Fitness Center Live Loads
RE: Fitness Center Live Loads
Two things you should also check are: 1. floor vibration as mentioned by fleisher and 2.) the weight of the weightlifting machines and storage racks. While I doubt the beams and girders will be overstessed, the concrete slab might need additional reinforcing due to the localized loads.
RE: Fitness Center Live Loads
rmw
RE: Fitness Center Live Loads
RE: Fitness Center Live Loads
http://www.aisc.org/ContentManagement/ContentDisplay.cfm?ContentID=910
RE: Fitness Center Live Loads
RE: Fitness Center Live Loads
Do I need to comment on your total lack of class?